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ROOFING PERMITSOWNER'S NAME MlP,. ■ � J ++o rt. CS, 0tt_A ,4(. . PRESENT ADDRESS (eaVa !J." 'Z ' � — Aso Z.' LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) Bol IJ • �.. . I ooh 'SZ -E M.. - LOT BLOCK SUBDIVISION GENERAL CONTRACTOR 2 .w . ?SrsA4 Feet 0 ADDRESS 1 N3.� . t l t4: . tes 61:::1 PHONE NO, LICENSE NO. BUILDING PERMIT NO? 1A(... C.. DATE I- +S- Co) PERMIT FEE $ IAC• C 4.A(L C. BUILDER'S BOND NO. J..v.r. . DATE ZONE REQUIREMENTS CU. FT. PLAN CUBE CU. FT. EST. COST $ DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY:C• 14. Nike K. G C.. I DATE NEW CONSTRUCTION TYPE Q45 STORIES ®a .Q . ROOF CONSTRUCTION INTERIOR CONSTRUCTION 3a, 1/ GA tit ? ,z.1 410 nal_ / REPAIRS DESCRIPTION y / / #U 06 (4 e 040,,,, 0 d s S t0/L.7 E ate 'e° &, • , ii q' 'ON ALTERATION ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SU'BMITTFD TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. ISSUED BY TO BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE INSPECTIONS DATE BY INSPECTIONS DATE BY FOUNDATION I $ ROOF I $ BEAMS & LINTELS $ $ POOL I $ FRAMING AIR COND. MOTORS FINAL $ FIXTURES CLEAN UP SEPTIC TANK $ SLAB IS SOLAR HEATER SLAB SPECIALS PERMITS PERMIT NO. I DATE FEE TEMPORARY SERVICE I $ SEPTIC TANK I $ SEWER I $ SOLAR HEATER $ $ GAS I $ RANGE CONN. INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING . DATE FEE TEMPORARY SERVICE $ TUB & TOP OUT H. W. HEATER CONN $ RANGE CONN. SEWER MOTORS $ FIXTURES SEPTIC TANK $ IS SOLAR HEATER FIXTURES GAS CONTRACTOR J,ry4...: F R ■ * PHONE PERMIT NO. -' I LZ--"L -- 1 DATE "- - -(0( FEE $ NEW BLDG. 1 ALTERATION 1 ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. H. W. HEATER CONN $ RANGE CONN. $ MOTORS $ FIXTURES $ IS INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY . TEMP. SERVICE ROUGHING H. W. HEATER CONN _ RANGE CONN. FIXTURES & FINAL e4-A0 12.0 F, CONTRACTOR PERMIT NO. NEW BLDG. BUILDING INSPECTIONS 1242 PLUMBING PERMITS & INSPECTIONS DATE I ALTERATION APPROVAL TO POWER CO. FOR SERVICE DATE ADDITION ELECTRICAL PERMITS & INSPECTIONS PHONE FEE $ REPAIRS BY Issue Date: 2/26/2007 Expires: 08/25/2007 Owner's Name: MIAMI SHORES VILLAGE Permit Type: Roof Work Classification: Roof - New Job Address: 801 100 Street NE 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 Contractor(s) Phone Primary Contractor OBENOUR ROOFING SHEET META 305 - 757 -2612 Yes 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 Permit Status: APPROVED Permit Number: RF -2 -07 -355 Phone: Parcel #: 1132050200010 Block: Lot: Section: PB: Total Square Feet: 4039 Total Valuation: $ 19,730.00 Required Inspections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Fees Due Amount CCF $12.00 Education Surcharge $4.00 Permit Fee - New Roof $350.00 Scanning Fee $12.00 Technology Fee $8.75 Total: $386.75 Invoice Number R F - 2 - 07 - 27651 Total: Amt Due $386.75 c L 2 t66 FB 2 6 P/AO 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 . RE -ROOF BUILT UP CAP SHEET PRECAST CONCRETE & WOOD DECK [APR 2 8 z0O1 Passed l nspector Comments CREATED AS REINSPECTION FOR INSP- 41189. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 03/27/2007 Inspector: Grande, Claudio Owner: VILLAGE, MIAMI SHORES Job Address: 801 100 Street NE Project: <NONE> Monday, March 26, 2007 Miami Shores Village, FL 33138- Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132050200010 Lot: Phone: 305 - 757 -2612 Page 2 of 2 RE -ROOF BUILT UP CAP SHEET PRECAST CONCRETE & WOOD DECK LIAR 2 3 2007 Passed Inspector Comments I ,a Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Dat_Q 12UO7 Inspector: Grande, Claudio Permit Type: Roof Inspection Type: Final Roof Owner: VILLAGE, MIAMI SHORES Work Classification: Roof - New Job Address: 801 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comments Tuesday, March 20, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Parcel Number 1132050200010 Lot: Phone: 305- 757 -2612 Page 1 of 2 RE -ROOF BUILT UP CAP SHEET PRECAST CONCRETE & WOOD DECK FEB 2 8 2001 Passed Y, 01 Inspector Comments Failed Correction Needed Re- Inspection Fee • ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -41187 Permit Number: RF -2 -07 -355 Inspection Date: 02/27/2007 Inspector: Grande, Claudio Owner: VILLAGE, MIAMI SHORES Job Address: 801 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: OBENOUR ROOFING SHEET METAL& SUPPLY CO. INC Buildin4 Department Comments Monday, February 26, 2007 Permit Type: Roof Inspection Type: Roof in Progress Work Classification: Roof - New Phone Number Parcel Number 1132050200010 Lot: Phone: 305 - 757 -2612 Page 1 of 2 RE-ROOF BUILT UP CAP SHEET PRECAST CONCRETE & WOOD DECK MR 0 1 SIT Passed Inspector Comments 0 0 / 7 P/ Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until '' • ' • '' • '' ''' • ' • '''' '' " '' " ''''' ' Inspection Date: 02/28/2007 Inspector: Rodriguez, Jorge Owner: VILLAGE, MIAMI SHORES Job Address: 801 100 Street NE Project: <NONE> Tuesday, February 27, 2007 Miami Shores Village, FL 33138- Buildinq Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132050200010 Lot: Phone: 305-757-2612 Page 2 of 2 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. FOLIO NO. STATE OF FLORIDA: COUNTY 'OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: _8Qf 7 : / v ✓te.(41- 0 14-044,4 s k -ltd r-c. ) 3► s 8 2. Description of improvement: 3. Owner(s) name and address: __Miliglit_adi20 • Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: v1:04 cr 5. Surety: 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 Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. • Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differe it - is specified) iayture_ofs /DCVO /34$0 o`.vv` nt.L424 .I • Sworn to and subscribed before me.this 'S day of. �[� , 20 07. CFN 20078029 x0203 DR Bk 25397 Ps 2722; (1Ps) RECORDED 02/26/2007 14 :10:32 HARVEY RUVIhar CLERK OF COURT MIAMI -DADE COUNTY' FLORIDA LAST PAGE Prepared by 11111111 4 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building O ne s Name (Fee Simple Titleholder) Owner's Address City iJ ai j__ State Tenant/Lessee Name Contractor's Company Name Contractor's Address q City /,rl4 Qualifier Name Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES State Certificate or Registration N C! 0/4 pt4 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ ' 1a0 � Type of Work: ['Addition Describe Work: (1 Submittal Fee $ Notary $ Scanning $ 1 2 -- Radon $ Bond $ Miami Shores Village Building D epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ❑Alteration Training/Education Fee $ Electrical FL elp ( (U >' (CV Si County Miami -Dade State rt. NO t/ Code Enforcement $ Plumbing /D Phone # Phone # Permit No. Master Permit No. Phone # Mechanical Zip Phone # a co Aio eA ick,D zip ' 3138 Zip 33/34 Phone # , 3 Q 757 _A- f Certificate of Competency No. t (lI Square / Linear Footage Of Work: FEB 2 3 .901 BY: - - - -- ��6 35S Y�o y DNew • Repair/Rep ce **** * * * * * * * * * * * * * * * ** * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ 4_ DPBR $ Double Fee $ CCF $ I Z - CO/CC Technology Fee $ 8 ,15- Zoning .$ Structural Review. $ Total Fee Now Due $ • I S _ See Reverse side -- ❑ Demolition Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has conunenced 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 app r ed and a reinspection fee will be charged. Signature NOTARY PUBLIC: 2i Owner or Agent State The foregoing instrument was acknowledged before me this R +t ' The fo day of 're c , 20 07, by A\ \rps Z I day of who is personally known to me or who has produced As identification and who did take an oath. . 0111111110/0/* 94 T e 1 p ro... • 5" 11, cFj i � �� ol: 3 *: cn: My Commission Expires: Phi/ << tJOD 6� #002112 t .-• :cam - ,r Sign: Print: R ew reprof Signature Sign: Print: * * * * * * * * * * * * * * * * * * * **0 ��e.��y �. e; �c� * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) tp Zip Zip Contractor oing instrument was acknowledged before me this g '[ k , 20 01, by Haines ritrot.44 , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: 5 ork P -H l� 4 pTARY Pi t , OT nOPJ— • My Commission Exp v ANT; 1 ... - . ; `AFT DD 403306 1rPirT Bonded Thru Adandc Bonding Co., Inc.., Plans Examiner Engineer Zoning • Owner's /Agent's Signature _go( ter Property Address - ( ggg. L\ FEB 2 3 2001 Rev :1 /20/200 Department Permit Number • • ••• • • • ••• •••• • •••••• • • • ••••• • • •••••• • • • • • • • • • • • • ••• • • • • ••• • • • ••• • ••• �rr116..// '"'S'1•CTION 1524 : : • • : • , ' : ,• : : ,• HIGH VELOCITY ti ZONES REQUIRED OWtiER4NOTIFICATJO3■1 FOR{200FING CONSIDERATIONS' ••• ••• • ' 1524.1 As it pertains to this section, it is the responsibility of the roofing cpnlraccor to prouitle floe owner vvith the required roofing permit, and to explain to the owner the content of tIN se ipn :. p'j Chapter 15 of the Florida Building Code, Building govern the minimum requirements .artd $t4ncjarji!,of the industry for roofing system installations. Additionally, the following items should be addressed as p /rt oT tile Warnent between the v rvti r and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 0 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be dressed 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 ordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Co. - (The roof deck is usually concealed prior to removing the existing roof system). Common Roofs: Common roofs are those which have no visible delineation between neighboring i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be iewe l below. The owner may wish to maintain the architectural appearance, therefore, roofing nail pe rations of the underside of the decking may not be acceptable. The Florida Building Code provides the opt • of maintaining this appearance. c 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life exir- ctancy and performance of the new roofing system. Ponding conditions may not be evident until the original ro• I system is removed. Ponding conditions should be corrected. _6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not er oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if -rflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance e Florida Building Code, Plumbing. 7 Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of e str ctural 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. EMIT #. Miami Shores Villa •e APPROVED ZONING DEPT BLDG DEPT 0 SY OA SUBJECT 10 • .:,.., . ,; STATE AND COMM RUM MD NEGRAATION, AIN UN RAM / � /b Date ractor's Signature GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASB ESTOS 4 Miami, February 19, 2007 Mr. Jim Obenour OBENOUR ROOFING 9301 NE 6 Avenue, # A101 Miami Shores, FL 33138 Re: Miami Shores Country Club Maintenance Building 801 NE 100 Street Miami Shores, FL. Dear Mr. Obenour: DYNATECH ENGINEVR�'NG•jQKP:; • • Pursuant to your request, DYNATECH ENGINEERING CORP. conducted an Asbestos Roof Survey on February 19, 2007 at the above referenced project. The purpose of our inspection was to secure bulk samples for analysis to determine the presence of Asbestos Containing Materials in the proposed roof renovation area. Access to the interior underside of the�' roof was not provided and is not part of this survey. The scope of our inspection covered the following areas: Roof at the above referenced project. (see attached plan) Based on our laboratory analysis; it was evident that asbestos fibers were found in the following secured bulk samples: 1- Flashing Bull at drip edge at roof area # 1: Bull was found with 10 -12% chrysotile fibers 2- Flashing bull at drip edge at roof area # 2: Bull was found with 5 -6% chrysotile fibers 3- Flashing bull at building wall: Bull was found with 10 -12% chrysotile fibers. ® NW. - MCP. OS. iarvz. ,; ■ ^ 1 . MAL ON waiiManvar • ••. • • • •.TESTING LABORATORIES • • • •. .. • • • • • • • • DRILLING SERVICES • ••• • • • • • • • • • INSPECTION SERVICES ••• • • • • ••• -- - - .• • • • • • . . • .I•• .•. • • • • • • • • •• ••• •• •1 • • • • • • • •.•• • •••..•• 750 West 84 Street, Hialeah, FL 33014 -3618 • Phone (305) 828 -7499 • Fax (305) 828 -9598 ROOFING Page,No.2 801 NE 100' Street, Miami Shores, FL. Sincerely yours, Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Asbestos Consultant Number EA 0000045 Asbestos Business No. ZA 0000045 WN /sk • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • .. • • • • ... • ... • • • • • • • • • • • • • • • • ▪ • • • • •• • .. ••• • ••• ••• • • • Based on our visual inspection, physical site assessment and }ivtenttl.fgr clarnage, irwas evident that the roof material is considered Category I - Non friable material: nthe.event on iture repair and replacement of the roof material, all work shall be condiikted'b' a'Fl rida')'fcdrtsed Roofing Contractors or Licensed Asbestos Abatement Contractors with on site Roofing Asbestos Supervision as provided in Section 469.012 of F.A.C. and in compliance withNESHAPS and OSHA regulations. This inspection report is the results of a customary search of the facility for asbestos containing building materials (A.C.B.M.). All analyzed samples were readily available to our surveyor. We do not claim to have identified all of the asbestos containing building material present in the facility. If in the course of a renovation or demolition activity, suspect materials become exposed, (ie: inside walls and hidden conditions etc.,) all activities should immediately cease and the suspect material brought to our attention for evaluation and recommendation. Dynatech Engineering Corporation (DEC), will not be responsible for these conditions. This report is designed to aid the building Owner, Architect, Construction Manager, General Contractors, and Potential Asbestos Abatement Contractors in locating ASBESTOS CONTAINED MATERIALS. Under no circumstances is this report to be utilized as a proposal or a project specification document. When implementing the response actions, parties responsible for final selection should remember that actions shall be sufficient to protect HUMAN HEALTH AND THE ENVIRONMENT, but may also be the least burdensome method. Nothing in these recommendations should be construed as PROHIBITING or discouraging removal. It has been a pleasure serving you at this phase of your project and look forward to do so in the near future. Date : February 21, 2007 Client : OBENOUR ROOFING Project : Miami Shores Country Club Maintenance Building Surveyor No. 09132004 By: Sample Type Bulk Samples Analysis: P F = Friable NF = Non Friable NAD = No Asbestos Detected CHRY = Chrysotile Condition G = Good D = Damaged S = Significantly Damaged • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ...... • • ••• DYNATECH ENGINEERING CORR. • •: • • • • •: ASBESTOS SAMPLING RIPORT •' •.: • ; ; : • 750 W. 84th Street, Hialeah, FL 33014 • • • • • • •••• • •. • • ••• .. • • • • • •••••S•• • @ $ b1 1Q .L.M./D.S. Sample No. Approximate Amount Condition Potential • for:. Damage 1 2 3 4 6 7 8 9 10 NW side of roof area 1 SE side of roof area 1 South side of roof area 1 West side of roof area 1 _ North side of roof area 1 East side of roof area 1 NW side of roof area 2 SE side of roof area -2 South side of roof area 2 East side of roof area 2 Built up tar and gravel roof system over a concrete deck Built up tar and gravel roof system over a concrete deck Flashing bull at drip edge Flashing bull at drip edge Flashing bull at drip edge Flashing bull at drip edge Built up tar and gravel roof system over a concrete deck Built up tar and gravel roof system over a concrete deck Flashing bull at drip edge Flashing bull at drip edge 1300 ft N/A 10 ft 10 ft 10 ft 10 ft 2356 ft N/A — 1 - 8 - ft 2 10 ft X X X X X X X = G/L G/L G/L G/L G/L G/L G/L G/L — Gill: G/L NAD NAD Bu11= 10 -12% Chrysotile Bu11= 10 -12% Chrysotile Bu11= 10 -12% Chrysotile Bu11= 10 -12% Chrysotile NAD NAD Buli =5 =6% Chrysotile Bull =5 -6% Chrysotile Potential For Damage L = Low M = Medium H = High DYNATECH ENGINEERING CORP. Analyzed by: Premnath Boodoosing McCrone Research Institute Microscopical Identification of Asbestos No. # 09132004 Date : February 21, 2007 Client • OBENOUR ROOFING Project Surveyor No. Sample Type F = Friable NF = Non Friable NAD = No Asbestos Detected CHRY = Chrysotile Condition G = Good D = Damaged S = Significantly Damaged • • • • •• • • • ••• •• •• • • • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •1• • • • • •.• DYNATECH ENGINEERING EORP, • •: .•. • •; ASBESTOS SAMPLING NM T•' . ' ; ; ; • 750 W. 84th Street, Hialeah, ft 33114 • • ' • •• • • • .. ••• .. • • • • • • .. to ..... : Miami Shores Country Club Maintenance Building @ 801 NE 100 treet. 09132004 By: . Bulk Samples Analysis: P.L.M./D.S. Sample Location • Approximate Amount Condition::`. Potential Damag 11 12 13 14 15 16 17 18 North side of roof area 2 West side of roof area 2 NE side of roof area 3 SW side of roof area 3 South side of roof area 3 East side of roof area 3 North side of roof area 3 West side of roof area 3 Flashing bull at drip edge Flashing bull at building wall Built up modified roof system over a wood deck Built up modified roof system over a wood deck Flashing bull at drip edge Flashing bull at drip edge Flashing bull at drip edge Flashing bull at building wall 18 ft 18 ft 400 ft N/A 5 ft2 7 ft 5 ft2 10 ft X X X X X X X X G/L G/L G/L G/L G/L G/L G/L G/L NAD Bu11= 10 -12% Chrysotile NAD NAD NAD NAD NAD NAD Potential For Damage L = Low M = Medium H = High DYNATECH ENGINEERING CORP. Analyzed Premnath Boodoosing McCrone Research Institute Microscopical Identification of Asbestos No. # 09132004 Dynatech Engineering Corp. Client: OBENODR ROOFING Scale: N.T.S. Project: 801 NE 100 Street Miami Shores, FL Date: 02 -19 -7 38 0 0 1 0 Q> ..© 0 0' e a • ARSA ARSA 62 17� 4 AREA 3 23' • • • . • .• • • • • •• •• •••• •• • • . • • • •••• •• • • • • • • • • •••• • •• • • • • • •• •• • • • • • • • • • • • • • • •••• • • •••• • • • • • •• • • 161_01 -158 5/06 NOTICE OF ASBESTOS RENOVATItt?R IMMPLI$Jte11 Environmental Protection Division of Air Resource Ma4aSlerlient • • • • • • • • • • • • • • • • • • ORIGINAL ❑ REVISED ❑ CANCELLATION ❑ COURTESY TYPE OF NOTICE (CHECK ONE ONLY) TYPE OF PROJECT (CHECK ONE ONLY) O ❑ DEMOLITION ❑ RENOVATION �R(�OF,NG • • IF DEMOLITION, WAS IT AN ORDERED DEMOLITION? ❑ YES O• • • • • • • IF RENOVATION: • • PP' •• • • ••• •• IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES ENO• • • IS IT A////PLANNED RENOVATION OPERRATIO ? ❑ Y ❑ NO Process # I. Facility Name A- 4 / / A41 J / O ,-P . C . e'• , L i"J d 4 c t---'v°' S Address , !''c r ", : :' n , , /i/,_ City I' t ' State F( Zip 331 C unty Site - Consultant Inspecting Site LA G Building Size (Square Feet) • # of Floors Age in Years Prior Use: School /College /University Residence Small Business Other Present Use: School /College /University / , Residence Small Business Other 0 / f�lw1 pore S C C - Phone( ) II." Fa ci li ty Owner JJ�� Address � 00 Oc; /JC' • AP c City Li/ /1441 i S h()a' r State JZip ? 1 III. Contractor Name 0 /) ' ' .�1twJ ' _. Phone (3 r7 cI e / Z Address 7 36 / A1 E 6 —v' City li/ A 44, •S te'1G/ e < Florida License No. ('roc/ V 3 6 4 Is the contract.exempt from licensure under Section 469.004(7), F.S.? IV. Scheduled Dates: Asbestos Removal (mm /dd /yy) Start:/ ,)- f 6 7 Finish: 3 / si ll ! �y Demo /Renovation (mm /dd /yy) Start: Finish: Procedures to be used (Check All That Apply): *MUST OBTAIN PRIOR DERM APPROV� I BEFORE US GETHOD ��7 VI. Procedures for Unexpected RACM: Phone O 6 2 ) 69 0073 3 VII. Asbestos Waster Transporter: Name Address , ,0#1,75)6.) 1 0 b AJ w City 4/ /dc 4( VIII. Waste Disposal e: Name 11./ R-51 (' /t Address 3 J in Cu City Peal( c, IX. Amount of RACM or ACM square feet surfacing material linear feet pipe cubic feet of RACM off facility components e , squar feet cementitious material mss+ Cc4ar'e feet resilient flooring square feet asphalt roofing 3 S f I • • ••• •• •• • • • • • • • • • • • Florida Department of v/ JL. State 6 Zip 3 ?) 3 tc . State Zip 5i b G q Zi State rk. p • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • ••• ••• •• • • •• • • • MIAMI- DADlse D.E.R,M. QUALITY MANAGEMER T DOVOS OR0 This is to certify that the required Notification(s) Regarding asbestos have been submitted in Compliance with Applicable regulations. S fined Date I certify that the above information is correct and that an individual trained in the provisions of this regulation (40CFR Part 61, Subpart M) will be on -site during the demolition or renovation and evidence that the required training has been accomplished by this persp�} wall be availa,,,ble for ' section during normal business hours./ E./ /140 () C.-) Name of / Oper PR N aw /or / J �� oa e of Owner / Operator) (Date) (Contact Phone #) (Sign 6/a 107 ( °5 Vs7 G / ? DERM USE ONLY Postmark/Date Received ID# DISTRIBUTION: White - DERM Yellow - Applicant Pink - Reserve Gold — Reserve MIAMID DE COUNTY Miami -Dade DERM Air Section 33 S.W. 2nd Avenue, Suite 9 -223 Miami, Florida 33130 -1540 ❑ YES CEMO 23 /0 Strip and Removal Glove Bag Bulldozer Wrecking Ball Wet Method *Dry Method Explode Burn Down 161_01 -158 5/06 NOTICE OF ASBESTOS RENOVATItt?R IMMPLI$Jte11 Environmental Protection Division of Air Resource Ma4aSlerlient • • • • • • • • • • • • • • • • • • ORIGINAL ❑ REVISED ❑ CANCELLATION ❑ COURTESY TYPE OF NOTICE (CHECK ONE ONLY) TYPE OF PROJECT (CHECK ONE ONLY) O ❑ DEMOLITION ❑ RENOVATION �R(�OF,NG • • IF DEMOLITION, WAS IT AN ORDERED DEMOLITION? ❑ YES O• • • • • • • IF RENOVATION: • • PP' •• • • ••• •• IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES ENO• • • IS IT A////PLANNED RENOVATION OPERRATIO ? ❑ Y ❑ NO Process # I. Facility Name A- 4 / / A41 J / O ,-P . C . e'• , L i"J d 4 c t---'v°' S Address , !''c r ", : :' n , , /i/,_ City I' t ' State F( Zip 331 C unty Site - Consultant Inspecting Site LA G Building Size (Square Feet) • # of Floors Age in Years Prior Use: School /College /University Residence Small Business Other Present Use: School /College /University / , Residence Small Business Other 0 / f�lw1 pore S C C - Phone( ) II." Fa ci li ty Owner JJ�� Address � 00 Oc; /JC' • AP c City Li/ /1441 i S h()a' r State JZip ? 1 III. Contractor Name 0 /) ' ' .�1twJ ' _. Phone (3 r7 cI e / Z Address 7 36 / A1 E 6 —v' City li/ A 44, •S te'1G/ e < Florida License No. ('roc/ V 3 6 4 Is the contract.exempt from licensure under Section 469.004(7), F.S.? IV. Scheduled Dates: Asbestos Removal (mm /dd /yy) Start:/ ,)- f 6 7 Finish: 3 / si ll ! �y Demo /Renovation (mm /dd /yy) Start: Finish: Procedures to be used (Check All That Apply): *MUST OBTAIN PRIOR DERM APPROV� I BEFORE US GETHOD ��7 VI. Procedures for Unexpected RACM: Phone O 6 2 ) 69 0073 3 VII. Asbestos Waster Transporter: Name Address , ,0#1,75)6.) 1 0 b AJ w City 4/ /dc 4( VIII. Waste Disposal e: Name 11./ R-51 (' /t Address 3 J in Cu City Peal( c, IX. Amount of RACM or ACM square feet surfacing material linear feet pipe cubic feet of RACM off facility components e , squar feet cementitious material mss+ Cc4ar'e feet resilient flooring square feet asphalt roofing 3 S f I • • ••• •• •• • • • • • • • • • • • Florida Department of v/ JL. State 6 Zip 3 ?) 3 tc . State Zip 5i b G q Zi State rk. p • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • ••• ••• •• • • •• • • • MIAMI- DADlse D.E.R,M. QUALITY MANAGEMER T DOVOS OR0 This is to certify that the required Notification(s) Regarding asbestos have been submitted in Compliance with Applicable regulations. S fined Date I certify that the above information is correct and that an individual trained in the provisions of this regulation (40CFR Part 61, Subpart M) will be on -site during the demolition or renovation and evidence that the required training has been accomplished by this persp�} wall be availa,,,ble for ' section during normal business hours./ E./ /140 () C.-) Name of / Oper PR N aw /or / J �� oa e of Owner / Operator) (Date) (Contact Phone #) (Sign 6/a 107 ( °5 Vs7 G / ? DERM USE ONLY Postmark/Date Received ID# DISTRIBUTION: White - DERM Yellow - Applicant Pink - Reserve Gold — Reserve MIAMID DE COUNTY Miami -Dade DERM Air Section 33 S.W. 2nd Avenue, Suite 9 -223 Miami, Florida 33130 -1540 ❑ YES CEMO 23 /0 15.32 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Master Permit No. Contractor's Name Job Address 3Ce1LI • • 000 • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • 000 • • • • 000 Florida Building Code Edition 2004 .... High - Velocity Hurricane Zone Uniform Pevm$t A p�t i c!ltiorl form. • • • • • • • • • ••• ••• • •' ••• • • • • • • • • • • • • • • • Section A (General Information) .. • • • .. ••• •• • Process'No. • • • • • • • • • • ••• •• I/ow Slope ❑ Asphaltic Shingles /DODO &am( "7 bri 42i4/74felitei- O Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ❑ Repair ❑ Maintenance Total (SF) 3 0/8 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. t I✓ FLORIDA BUILDING CODE — BUILDING Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: o Product Approval No.: 03 1 13o . (� Design Wind Pressures, From RAS 128 or Calculations: Pmax1 r `t . L Pmax2:, e2.4 Pmax3:— /2 3 Max. Design Pressure, from the specific Product Approval system: Deck: Type: � N_eA.s�' Gauge/Thickness: Slope: Anchor /Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener / ending Material: l� / Insulation Base Layer: Base Insulation Size and Thickness: '/a Base Insulation Faster�r ndyng Material: / g am_ / ?''(J1.2 ( � Top Insulation Layer: Top Insulation Size and Thickness: 4- Top Insulation Fasten r onding Material: Base Sheet(s) & No. of Ply(s): 4,411'C G L A4 qS� Base Sheet Finer /B ding Ma erial:f 1 Ply Sheet(s) & No. of Ply(s): 2. ()L 1, PIy Sheet Fastener /Bonding Mater': I: Top PIy: Top Ply Fas / f na rial: I 7 11 — 7 FLORIDA BUILDING CODE — BUILDING Florida Building Codegdition 2Q04j. High - Velocity Hurricane Zone Uniform:Perm% dpplicatian Form. • • • • • • • Surfacitt4' 11.4•}' -AI r� 1'A ' 0/1c4 Corner: • . RL1AF A$SE111BLIES AMP ROOFTOP STRUCTURES •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••. • • • • ••• •• Fasters ppapiny fo‘‘■ clIps Sheet Attachment: • • • • • • • • • • ••• • • • • Field: : :" oc:@7. , Qows : @ " oc •• • • • • • ••• •• Perimeter: " oc @ Lap, # Rows @ " oc " oc @ Lap, # Rows Number of Fasteners r Insulation Board: A— Field erimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit .. FT. L— @ " oc Parapet Height J 1 FT. (j ' Mean Roof Height 15.33 Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: L' 4 Product Approval No.: dA - O 0 ! . 0/ Design Wind Pressures, From RAS 128 or Calculations: e" Pmax1: `[ L 4.2- Pmax2;�L & Pmax3: -- {7�'f'• 3 Max. Design Pressure, from the ,pecific Product Approval system: S S. Deck: Type: u.r Gauge/Thickness: Slope: - f 1491 — Anchor /Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener /Bonn Material: A 4 Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Mai;,er' : Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bondi Material: A• Base Sheet(s) & No. of Ply(s): 6r4 6CA4 7.i B I q � Sheet Fas ner ondi �ti � f� (a PIy Sheet(s) & No. of Ply(s): 2 —mil r 141 6 Ply SheFa /B iruty Mat rial: Top PIy: c 4• - ( -rtf'r Top Ply Fate e / ing �lat FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2QO4... • ••• • High - Velocity Hurricane Zone Uniform P er• mit • • Application Fer m.• • • • • • • • i/A 2174 • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES •• •• • • • •• .• • • • • • • • • • • • • • • •.. • • • • • • • • • • • • • ••• • • • • ... • • • • • • • • • Surfacing:• •�� . • Fastener Spacing fosAncttor /Base Sheet Attachment: • • • • • • • • • • • • • Field 1 ec:@:.a ,,: tt Bows @ 1 " oc • • . . .•• •• Perimeter: " oc @ Lap, # Rows 3 @ " oc T Corner: to " oc @ Lap, r # Rows S @ " oc 7 1� Number of Fasteners er Insulation Board: Field Perimeter Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit t 3yc,rl - 8 z • G , 3 9 . 7 s - 7 12 = . 7 Sr u �ca 4•4.14 eoaA.Alit 1:44 *k oQpV t Pi /c c.s•Jyerr ds" irde44 fi /r fix. ✓t L eA Parapet Height FT. FT. — All 3 >< s.83 72' . k Corner . Mean Roof Height 15.33 Nh I Satisf-AXtwn I-rom: admmsniator 10: Cathy BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CON'T'ROL DIVISION NOTICE OF A CCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road 'Wayne, NJ 07470 Date: 2!10/2004 Time: 3 :05'46 PM Page 1 of 29 • •• • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • • • • • •: ttr I- DAptE FLORIDA • • • • • -.IIPIETRQ-ITAIIE CLAJJLER BUILDING • • • : • •140 1tiLs'Jf 141GLEfterrIET, 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: GAF Conventional Built -Up -Roof System for Concrete Decks. 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 tile 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. 1.NSPECTION: 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 4/00 -0403.02 and consists of pages 1 through 28. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 03 -0430.14 Expiration Date: 11 /06 /Ug Approval Date:10/31/03 Page 1 of 28 rve t aausrtv.ucn rrom• aumtnsttrator 1 o: Lathy • • • • ••• • ••• Deck Type 31: Concrete Decks, Insulated • • • • • • • • • • • • • • • • • • ▪ • • • Deck Description: 2500 psi structural concrete or concreteplatel• • • • • • • • System Type A(8): Insulation layers adhered with approved asphalt. All Ccueral and System Limitations shall apply. • • • • • • One or more layers of any of the following insulations, • • • • • • • ••• • • • Insulation Layer insulation Fasteners Fastener (Table 3) Density /ft High Density Wood Fiberboard Minimum VP thick Note; Apply layers of insulation in a Cull mopping of any approved mopping asphalt within the EVT range and at a rate of 20- 401bs/100 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as Base Layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: Install one ply of GAFGLAS® #75. GAFGLAS #80 Ultimarm GAFGLAS® PLY 4 ®, GAFGLAS® FlexPly PLY 6 ®, RUBEROID Modified Base Sheet or RUBEROID® 20 directly to the insulated substrate. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbsisq. Ply Sheet: One or more plies of GAFGLAS® Ply 4® or GAFGLAS FlexPly 6 ply sheets adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs.isq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Surfacing: (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 601b. /sq. 2. GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoat`" Emulsion at 3 gat. /sq, Maximum Design Pressure: -140 psf (See General Limitation #9.) Uale: 4 1 U(1UU4 1 Imo: 6:Ua:40 PM Page lb 01 2 • ••• • • • ••• • •• • • • •• •• • • • • • • • • • • • • ••• '• • • • • • • • • • • ••• • • • • ••• •• • • • •• •.• •• N/A N/A NOA No: 03- 0430.14 Expiration Date: 11/06/08 Approval Date:10 /31/03 Page 15 of 28 NET SatisFAXlion From: aaminsiirator To: Cathy CONCRETE DECK SYSTEM LIMITATIONS: Dale: 2110/2004 Time: 3:05:46 PM Page 27 of 29 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • 010* • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1. It mechanical attachment to the structural deck through the •lightweignt insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine fastener patterns and density. All testing and fastening design shall be iit, e0tnpli3nce• vilf l'et application Standard TAS 105 and Roofing Application Standard RAS 1,17; b31cQ14ioos Sh$11 be Signed and sealed by a Florida Registered Engineer, Architect, or Regisiar8d of Cotsi hi:it: • • • • • NOA No: 03.0430.14 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 27 of 28 NET SatisFAXtion From: auminsilrator To: Cathy Date: 2110/2004 Time. 3:05:46 PM • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • '• • • ••• • • ••• • ••• • • • • • • • • • • • GENERAL LIMITATIONS: • • • • • • • • • • • • • • • • • • • • • • • • 1. Fire classification is not part. of this acceptance, refer to a current Approved Rooting Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer.s'h!ae atabedlgcitrWiarfet with Product Control Approval guidelines. All other layers shall befadlard is £ fu11 moping of. approved asphalt applied within the EVT range and at a rate ei1102011lsq.,:or:miohaniathy 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 tbs. /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 corpliance 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 Hailers, 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, perirneters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners 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 913 -72 of the Florida Adminisuative Code. END OF' THIS ACCEPTANCE• NOA No: 03- 0430.1.1 Expiration Date: 11/06/08 Approval Date:10/31 /03 Page 28 of 28 Payo 28 of 29 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • .. • • • • • • • • • • • • • •.. • • • • ••. MIAMI-DADE COUNTY, FLORIDA • • • . • • • • M] f1 O -DM51 F iLER BUILDING • • . • • • • • • • • • • 140 'v% ST FIIAGLER•S PREET, 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 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: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent la el 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 #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 1 of 21 Deck Type 1: Deck Description: System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: • • •.• • • • •.. . .. • • • •• .. • • • • • • • • • • • • • • ... • • • • • • • • • • • • • ..• • • • • . Wood, Non-insulated . • •• • • • • • • • • • • . • • . • . . • • • • • • • • • • • • • • • • • • 19 / 32 " or greater plywood or wood plant • deuce. • • • • • • • .' • .• • • • • ..• . • • • ▪ • • • • •• • • • • • ••• •• GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeIdTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No: 03 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 18 of 21 Surfacing: Maximum Design Pressure: See Fastening Above • • ... • • • ••• . . • • • • • . • • • • • • • • • • • • • • • • • • • • ....... .... (Required if no cap sheet is used) Instal one•of:thg following: •' • • • • 1. GAF Special Roofing Bitumen with ar=aielicatigdratg cff 2 0 l)s'./s4 with an application rate of 1.5 gal. /sq.; or GAP W'EATHM'CO'AT® Etnulgion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Covittg tvlgtrjx S ykteJn n Vuminum Roof Coating Fibered 301) with an appliGattart r4epf 1,5 tt. /sq.'. 2. Asphalt flood coat at an application rat . f GO Sbs'./stq. 10t; chic gravel or slag with an application rate of 400lbs. /sq. & 300lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC • applied at rate of 1 -1:5 gal/sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 19 of 21 WOOD DECK SYSTEM LIMITATIONS: • • • • • • • • • • • • • • • • • • • • • • 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as : •mechanically .fastened base or anchor sheet. • ••• • • • • • • 2. Minimum' " Dens Deck or % Type X gypsum board is acceptable to be installed directly over the wood deck. •• • • • •• ••• •• • • • • • G • ENERAL 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 corners 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: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 21 of 21 TGFU.R1306 - Roofing Systems Underwriters Laboratories Inc. Page Bottom Guide Information GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA • ••• • • • ••, •• •• • • • •, •• • • • • • • •. • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• Roofing Systems • • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .• •• • • ••• ••• • • • TGFU.R1306 Roofing Systems' • Questions? • • • • • • • 7 s • • • • • • '• •• ;:• "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the. following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens -Deck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Dens -Deck 12 in hot asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene reference in any of the following Classficatons include "ENERGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Page 1 of 55 •• • • evious R1306 http: // database. ul. com /cogi- hin /XYV /template /L.ISEXT /1 FRAME /showpage.html ?name =TG... 10/22/04 TGFU.R1306 - Roofing Systems Page 2 of 55 •• • • • • • • •• • • • . • • • • • • • • • • • . •.•• • • • . • . • Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Slteet"br 10 6AF L AS • #86•ULTIMA" ) is a suitable alternate for Type. G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) in the Class A, B or C roof systems indicated below. • .. • ••• • ••• • • • • • • • • • • • • • • • • • • • ••• The roof deck may first be covered with a Type G2 asphalt glass Hatt base•9heat "GAF'StIratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailable to be mechanical attaehed. vamxl a side down. • • As an option Type G2 asphalt glass mat base sheet ( "GAFGLASe7S gaga Slieat" ;.Ci.AOGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be Tot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper/polystyrene/perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Class A, B and C http : / /datahase.ul.comicgi- hin/XYV /template /LISEXT /1 FRAME /showpage.html ?name =TG... 10/22/04 TGFU.R1306 - Roofing Systems Page 3 of 55 • • .•• • • • ••• •• •• • • • • • • • •.• • • • • • • • Hot roofing asphalt, for use with organic and glass felts or modified•blttxtOnmtrmbt`afllsg". "Ruberoid Heat Weld" SBS roofing membrane may be used u ?lieetpf "Ube = Mod' MS products in any applicable Classification. • • • • • • • • • • • •• •• ••• • ••• ••• • • • 1. Deck: C -15/32 Incline: 3 2. Deck: C -15/32 Incline: 2 3. Deck: NC Incline: 2 4. Deck: NC Incline: 1/2 6. Deck: NC Incline: 3 Class A • •• • • • •• ••• •• • • • • • • • • • ••• • • • • Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: — Gravel. Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: — Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". Insulation: — One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C - 15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: — One or more layers Type Gl "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: — One or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". http: / /database.ul.com /cgi- bin /XYV /template /L.1SpXT /1 FR:AMF /showpage.html ?name =TG... 10/22/04 Issue Date: 7/19/2006 Owner's Name: MIAMI SHORES VILLAGE Permit Type: Roof Work Classification: Roof - New Job Address: 801 100 Street NE Contractor(s) Phone OBENOUR ROOFING SHEET META 305 - 757 -2612 Primary Contractor Yes Comments: RE -ROOF MONIER SLATE FOR 801 NE 100 STREET 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: 01/15/2007 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 - - - 1899 Phone: 1121360080080 Lot: PB: Total Square Feet: 1609 Total Valuation: $ 11,000.00 Re • uired Ins • ections 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 $6.60 $2.20 $275.00 $9.00 $6.88 $299.68 Invoice Number RF - 7 - 06 - 25628 Total: Amt Due $299.68 AUG 0 9 PAID OJAk- . I ( --13 c1 1 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. 4, yo Miami Shores Village Buildin g Department De 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. V 06 ► 46 99 PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Building Elec ri al Plumbing Mechanical es 41e- Owner's Name (Fee Simple Titleholder) ralaiYYlb 1 ' )711/) Il adr Phone # Owner's Address /'O r N � 02 ,¢ ✓P" r City t l,lO n i S� , SSate Tenant/Lessee Name "Fe. N. Job Address (where the work is being done) (J� City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name AQ Ceb Contractor's Address q301 OE 1a'" Qau City r U ) • Qualifier z/C .(), 19 /JL Total Fee Now Due $ (Continued on opposite side) State State Certificate or Registration No. e e o o t (13 Q G Arch itect/Engineer's Name (if applicable) 0- $ Value of Work For this Permit 1 l Phone # /tk County Miami -Dade NO I/ .detP zip 33/3 Zip 3-5/ 3B Zip 3 3 133 Certificate of Competency No. 0 000 o' c(f y Phone # Square Footage Of Work: 1 1p () q R/aCME7 La JUL 1 7 2006 BY:102 ta Addition ❑Alteration ['New WRepair/Replace u Demolition t Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Type of Work: Describe Work: 21 fL ' -" bijii ' (p CO 10 c1-- ax > rr► S ia. ' / �a L1 Ne .d ► �.�. ��`` E b Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good fait'hhat apy 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 ap..ved and a reinspection fee will be charged. Signature - 4.. Signa All /6 Owner or Agent Contractor The foregoing instrument was acknowledged before me this 1 The �. • • going instrument was acknowledged before me this day of � 20 j , by , day of , 20 ej(o, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: : " "�/�� r� Sign: f�4aatki Print: .� / k t)( ritrahPi'f,[6.6t' OF r OrTDA 5 ,�, , Print: 3 U t C N�RYP j . S .:t DILA 1), iL.3:iT OF IIORII) A. My Commission Exp i000NMSSIOti DD403'109 My Commission Expir WIRES: APRIL 02, 2009 NOTARY PUBLIC:, , Sign Chc 05/13/03 * * * * * * * * * * * * * * * * * ** Bon APPLICATION APPROVED BY: SA-NURa D HART Colt�f1SSIO = DD303 08 n5 * *L?�'�'� *�� * gig ® � . ** itu .9clantic Bondin Co., Inc ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning A C11) 9Q \. !i pC11,tln, l, Ihi, \lyh'ndl, I' II IN Illy Ie• , itlC •i■1111• c'I11ltc1or to p f,�el,le III. ■■■ licr •111.11 III 1,•,luued outing permit. to provide the owner ts thi appendix and to explain to the owner the co tit this form. The provi;it,n, ,,1 Chapter, 3-1. iii the `;nuth Florida 13uildiio' ('ode (SI:I3C I ;u■ern all the minimum requirement; ,Ind of the Indus. (ry for rooting system installations Addi(ionalle. the tollowin, Rent; should he addressed .t. p.iri of the :t I tecie 1.l the Uteller and the ,:ui(( actor The owner'; Initial in the adjacent hu.x indicates that the item has been explained. APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1 .:\esthctics- N\urknuun,Iiip: I he teorknl:ui,lup linoe I ;I, r., ..I (h:yuer t -1 are for the purpose ul prof 'ding that the root in ;. stem meet, the [kind resistance and eca(er intrusion performance standards. Aesthetics (appearan,:el t ,ire not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance. that are not part or a ioning code. should he addressed as part or the agreement between the owner and the contractor 2. Renailing Wood Decks: When replacing rooting. the eKisline wood root deck may have to be rcnailed'in accurdaiue ilh the current provisions of Chapter 29 of the of t.3(' (The roof deck k usually concealed prior to rento■ tits, the c■I ;Ung root system.) 3. Common Roofs: C:01010011 roots are those tthich h:■e no ■isihle delineation between neighboring unit. II e loser houses, condominiums. etc. t. In buildings fiith ,onunon roils, the roofing contractor and/or owner should notll\ the occupants of adjacent units ul roolinh! work to he performed 4. Exposed ceilings: Exposed. open beam cetlin` are where the underside of the roof decking can be viev.ed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the under side of the decking may not he acceptable. The SFT3C provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the root. 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 roof- ing system. Ponding conditions may not be evident until the original rooting system is removed. Ponding conditions should be corrected. 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not t.tverloaded from a build up 01 water. Perimeter /edge walls or other root extensions may Klock this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC 7. Ventilation: Most root structures should have some ahilus to vent natural airflow through the interior 01 the structin .11 assembly (the building itself). The existine 11n,•11111 i,1 ;floc ■entilation shall not be reduced h nay he heneficl,ii . ,nt,nlcr venting which can result. in extending the ,cr' ice life for the fool 8. I he owner may contact the i \liami -Dade Count\ Consumer Services Department for further intorntation regardin, Ole above. Owner's/Agent's Signature - -- .. •••.• • • • • •• • •• • • • •• • . • • • ••. • • �a •s • Da ''ontractors Signature • • • ••• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • •• • • •• • ••• • ••• • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • ••• • • • 15.32 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Master Permit No. Contractor's Name Job Address ❑ New Roof I2/Low Slope ❑ Asphaltic Shingles NZ I, Florida Buil f O4 ROOF CATEGORY • • High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 / ROOF TYPE Ci Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Process No. • • • • • • • • • ... • • • • • • • • • • .. • • • • • • ... • BY( - = =� - E Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) I ,C) 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. Foy -1841 ❑ Repair ❑ Maintenance Total (SF) Bds� coos nv a 2- J 4 • • :. ..t • • :' ..• • • 014 .. • • 2 l • .. 11 .. • • • • . • .. • .. :. • • • .. • . ' • • • 7 v 0 z RI 4 z 0 1 FLORIDA BUILDING CODE — BUILDING Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: &n F Product Approval No.: ®3 —off Design Wind Pressures, From RAS 128 or Calculations: Pmax1: /0' Max. Design Pressure, from the specific Product Approval system: Sz • d Deck: Wait Type: Gauge/Thickness: Slope: Top ply steer /Bondi Anchor /Base Sheet & No. of Ply(s): 4 Anchor /Base Sheet Fo$ter /Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bondpngaterial: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fasten9ronding Material: � 26 fo.f4(v Ea ( „ $ 3I( • Ply Sheet(s) & No. of Ply(s): Z • • Ply Sh e� t�F Ater / nfli99 vi Base Sheet(s) & No. of Ply(s): G'FGLQS 7•l Base Sheet Fastene��ndipg Materj / 4 � FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Pmax2: 12 Pmax3: /0 • • • ••• • • • • • • • • •� • • • • • • • • • •• • • • ••• • ••• . :• • • • .•• • • • • • • • • • • • •.• • • • • • • • • • • • • • • • .• • • • •• ••• • • • • ••• • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Surfacing: 6 xJ Fastener Spacing for Anchor /Base Sheet Attachment: Field: / " oc @ Lap, # Rows •• @ " oc Perimeter: 6 "oc @ Lap, # Rows 3 @ 4 " oc Corner: 4 " oc @ Lap, # Rows `I 4 ' " oc Number of Fastener; Per Insulation Board: Field Perimeter o'cofi.i1 f vac% /t � 'F��14 rc � erGn� Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Parapet _ Height Mean Roof Height 15.33 15.34 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Roof System Manufacturer: Notice of Acceptance Num r: 02 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 1: S. t (f P2: (9j. 94' P3: /'% !rl Maximum Design Pressure (From the ProduW 1:2/royal Specific System): Roof Slope 12 Ridge Veptj1ation? Mean Roof Height: Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Steep Sloped Roof System Description Deck Type: * , _ -- Type Underlayment: [e-3DA50.4 A 12_4 Insulation: Fire Barrier: • Fastener Type & Spacing: 1 ') 4;�� -gTS" �/07 -ezA Aged---„2,49(4)5__- ._.! Adhesive Type: Type Cap Sheet: [*'1O/fl..4 Roof Covering:. 0,4 u p � �-� L g n Pitt �„" "'� �CLC�c •• ••• • • • • • •• • • • : 4 SSzd Mir . f .. • • • • • • . • . ato •.. 0 • • • •. • • • • 0 • • • • • • • 0 • ... e---•----• • . • • • • • • • • • . • • • • • • • • • • • •• • • • ••• • • FLORIDA BUILDING CODE — BUILDING - ' rJ ...ua. ntiFn rvnl r Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE hased on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier 1 Product Approval • Restoring Moment due to Gravity M€ Product Approval Attachment Resistance MI Product Approval Required Moment Resistance M •• ••• • • • • • •• Calculated: • • Minimum Attachment Resistance F' • • • • • • Product /*loyal••• •• • • • •• Required Uplift Resistance Fr Calculated • • - Average Tile Weight W • - • • • • o • • • • • Produo• aPro:al• • • • • • Tile Dimensions L= length W = width • • •• • ••• ••• •• ••• ••• Product Approval All calculations must be submit ed to the building official at the tt oltj ermit%pppcatIon• •• • M required Moment Resistance` Mean Roof Height -+ Roof Slope 4 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 Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. . Section E (Tile Calculations) For Moment based tile systems. choose either Method 1 or 2. Compare the values for M with the values from Mr. If the M f values are greater than or equal to the M values, for each area of the roof, then the tile attachment method is acceptahle. Method 1 "Moment Based Tile Calculations Per RAS 127" / (P xXsZ�= ( 3.01). Mg: g,i = Mr1 Product Approval M V'. 5 1 (P,: 9•CIx l.Lrf Mg: 7aL = /Y r ?� ProducL Approval M1 (P x). =2.7 M g: = MriS ? � Product Approval t/p 7 • 7 9/ Required Moment of Resistance (Mr) From Table Below Product au��. *Must he used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift hased tile systems use Method 3. Compared the values for F with the values for Fr. If the F values are greater than or equal to the Fr values, for each area of the roof. then the tile attachment method is acceptahle. Method 3 "Moment Based Tile Calculations Per RAS 127" (P x = xw:= ) - W: xcos0 =F Product Approval F (P x L = x w: _ ) - W: x cos 0 = F Product Approval F (P xL = xw:= )-W: x Method 2 "Simplified Tile Calculations Per Table Below" ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • • ••• • • • • • • • • • • • • • • • ID* • • ••• • • • ••• • FLORIDA BUILDING CODE - BUILDING 15.35 MIAMI BUILDING CODE COMPLIANCE OFF' PRODUCT CONTROL. DIVISION lE (BCCO) NOTICE OF ACCEPTANCE (NOA) Monier Lifctile, LLC 135 NW 20 Street Boca Raton, FL 33431 Scon: 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 (A:-u). This NOA shall not be valid after thei expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the J-[J (in areas other than Miami Dade County) reserve the right to have this product or material tested fir 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 lvtiami -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 describe' herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Fiat Shake & Slate, Sierra Shaken & Super ShakeTM, anti Colonial Slate & Shingle Blend Concrete Roof Tile LABELING: Each unit shall bear a label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade Cjounty 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 pccur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture o 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 b? 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, 'Carty 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 pt. the job site at the request of the Building Official_ This NOA consists:of pages 1 through 7. The submitted documentation was telviewed by Frank.ZuLo a F RC• • • • • • • ••• • • • • • • • • • •• • ••• • • • • •• ••• •• • • • •• htlAM[ -DADE COUNTY, FLORIDA METRO -PARE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 315.2908 NOA Ne.r 02- 1205.06 • • • • • • • • Expiration Date: 12 /16/07 • • • • • • • : : • Approval Date: 01/02/03 • • • • • • • • • • • Page 1 of 7 •• _ • ••• • ••■ • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • ROOFING ASSEMBLY AP ROVAL Category: Roofing Sub-Category; Flat Profile Roofing Tilts Material: Concrete 1, SCOPE This renews a system using Monier Lifetile Flat Shake & Slate, Sierra Shakend & Super Shak&M, and Colonial Slate & Shingle Blend 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 nor 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 DESCRIPT Manufactured by Applicant Monier Lifetile LLC Flat Shake and Slate Tile Monier Lifetile LLC Sierra Shake"' Tile & Super Shake T"t Tile Monier Lifetile LLC Colonial Slate & Shingle Blend Tile Trim Pieces Redland Technologies The Center for Applied Engineering, Inc. The Cuter for Applied Engineering, Inc. ION . Test D r ions Specifications 1= 1t!2" w 3 " 1" t ick 1 = 7" w = 1 I / 1" thick Ir-- 17" w 12 ' / 1" thick 1= v9ries w .- vanes varying tfiicloiess 7161 -0 Appendix 111 94 -084 PA 112 PA 112 PA 112 PA 112 2.1 SUBMITTED EVIDENCE: Test AQencv ')<'cst I ISLIkLic.r 94 -060A • • • • •• ... • . . •• • • ••• • • • • • • • • • • • • • • • • • .. • • • • • • •• •• . ••• • Product Description Flat, interlocking, high pressure extruded concrctc shake and slate roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications_ Flat, interlocking, high pressure extruded, concrctc shake roof tile, with a textured top face, equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Flat, interlocking, high pressure extruded, concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trite, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test NamcTRcnort ate Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Static Uplift Tcsting May 1994 PA 101 (Mortar Set) Sjatiq U fj Vesting March, 1994 '•:PR:o: (Acthesive Set) • • • • . •• • • • • •• 000 • • • • 000 • • • • • • • • • • • • • 000 . • • • • • • • • • • • • • • . • . • • • • . • • •0• • • • ..• • • NOA Na.t 02- 1205.06 • • Expiration Date: 12/16/07 • • • Approval Date: 01/02/03 • • • • • • • • Page 2of7 • • The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering,lno. 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. Professional Service Industries, Inc. Celotex Corporation Testing Service Celotex, Corporation 'Testing Service Walker Engineering, Inc_ Walker Engineering, Inc. Walker Engineering, Inc. Le 25- 7094 -2 25- 7094 -8 25-7094-5 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix 11 ter Dated Aug. 1, 1994 P06:31-01 PO402 project No. 307025 Test #MDC-77 81.894 82,894 R1894 224.47099 520109.1 520111-4 520191 -1 Calculations Evaluation Calculylt5rig•• Evaluation Calculations •• •• ••• 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 (4" Headlap, Nails, Direct Deck, Recover /Rerool) 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 Scat) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 1 l2 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 Aerodynamic Multiplier • • 25:7044 •• 5 :7490 •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • 1 • ••• • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • • • • 1410 • • • 000 • • • • • • •• • Oct. 1994 Oct. 1994 Oct. 1994 Feb_ 1995 Feb. 1995 March, 1995 March, 1995 Dcc. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Sept. 1994 Dec. 19913 March 1999 March 1999 February 1996 April 1996 NOA No.: 02- 1205.06 ppiratioot ate: 12/16/07 • • ; ; Approval Date: 01/02/03 • • • • Page 3 of 7 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 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. Atlanta Testing & Engineering, Inc. Processional Service Industries, Inc. Celotex Corporation Testing Service Celotex, Corporation 'resting Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Le 25- 7094 -2 25 7094 - 8 2.5- 7094 -5 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix 11 ter Dated Aug. 1, 1994 P0631.01 PO402 roject No. 307025 Test #MDC -77 R1.894 R2.894 83.894 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Elaluation Calculgttdne • • Evialuation Calculations •• • • • • • • • • • • • • • • • • • •. . •.• • • • • .•• Static Uplift Testing PA 102 (4" Fleadlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Hcadlap, Nails, Direct Deck, Recover /Reroot) 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 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 Aerodynamic Multiplier • • • 25:747 1 :7 , 19 .. • • ••. •• • • • . • . . • • • . • •.• •••• • • • . • • • • • • • • • • • • • •• .. Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Sept. 1994 Dec. 1 998 March 1999 March 1999 February 1996 April 1996 NOA No.: 02- 1205.06 • • � • • •' Expiration Date: 12/16/07 • • • • • •' • • Approval Date: 01/02/03 .. • • ••• • ••• • rage 3or7 Table 1: II �pverage Weight (W) and Dimensions (I x w ) Tile Profile X ( Direct Deck Application Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Shake & Slate, Ti e 10.8 1.38 1.08 Monier Lifetile Sierra ShakeTM & Super Shake'', and Colonial SI & Shingle Blend Tile le 11.1 1.42 1.03 Tab e 2: Aerodynamic Multipliers - X (ft X (ft Batten Application X ( Direct Deck Application Tile _ Profile Monier Lifetile Shake & Slate, Si�Irra Shake'" t!< Super ShakeTM', and Colonial Slate & Shingle Blend Tile 0.257 0,289 Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 25- 7804b -8 1996 25- 7604 -4 & 5 25- 7848 -6 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers April 1999 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 3. LIMITATIONS 4. INSTALLATION 4.1 i■tonicr Lifetile Flat Shake & Slate, Sierra Shaker"' & Super ShakeTM, and Colonial Slate & Shingle Blend Concr Roof Tile and its components shall be installed in strict compliance with Rooting Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations 3.1 Fire classification is rot part of this acceptance. 3.2 For mortar or adhes ve set tile applications, a static field uplift test shall be performe,d in accordance with RAI 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in acc rdance with TAS 112, appendix `A', Such testing shall be submitted to the Building Code .Crpliance Office for review. 3.4 Minimum underlayrIent shall be in compliance with the applicable Rooting Applications Standards listed section 4.1 herein, 3..5 30/90 hot mopped un erlayment applications may be installed perpendicular to the roof slope unless stated otherwi a 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. . • 000 . • • • • • • , • • • • • • • 000 • • • • • • • •• • • ... • • NOA No.: 02- 1205.06 ;Ezpiraatiaa Date: 12/16107 :. Approval Date; 01/02/03 •• ▪ • ••• • • Page4 ••• • • • • •.• • • • • • • • • • 000 • • • • • • • • • • • • • • • • ••• • • • 000 • • • • • • .• • Table 4: AttachrT'ent Resistance Expressed as a Moment - Mr (ft•Ibf) for Nail -On Systems Tile Profile Fastener 2 -10d Rini Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Shake & Slate, Sierra Shake" & Super Shake ill . and Colonial Slate & Shingle Blend Tile Shank Nails 30.9 38.1 17:2 1 -10d Smo 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 Screw 51.7 51.7 24.4 1 -10d Smo Shank Nail 1 -10d Smoo�th Shank Nail or Screw Clip) 24.3 24.3 2 , or Screw Clip) 19.0 19.0 22.1 2.10d Srnocrh or Screw Shank Nails Field Clip) 35.5 35.5 34:8 2.10d Smooth or Screw Shank Nails (Eave ClieL 31.9 31.9 32.2 1 2 -led d $ Nails' 50.3 65.5 48.3 and f 2W and fasteners are located a min. o 2 from had o tile. 1 Installation with a 4 needle Table 3 Restoring F!a 3 ":12" kens Direct Deck Moments due 4":12' to Gravity • Nt 5' :12' (ft -Ibf} 5'":12' T' :12" • reater Battens 6.00 �`1 or ] II Direct Deck 6.90 Tile Profile Monier Lifetile Shake & Slate, Sierra Shake". & Super ShakelM, and Colonial Slate 8 Shinple Blend Tile Battens Direct Deck Battens Direct Deck Battens 6.717 Direct DOck 7,09 6 57 7.52 6.47 7.43 6.33 7.27 Table 5: Attachment Resistance Expressed as a Moment M (ft -lbf) t4r Two P_ airy Adhesive Set Systems _ Tile Profil Tile Application Monier Lifetile Shake & Slate, Sierra Shake T '" & Super Adhesive Shake' and Colonial Slate & Shin le Blend Tile 2 See manufactures cemrnnenr approval f... I n s ta ll at i on 3 Flexible Products Company Tile and Average weight per patty 13.9 grams. Polyfoam Product Inc. Average irielg perpatty 8 grams_ Minimum Attachment Resistance 31.3 ��' • • • • • • • • • • • • • • • • • • •• •• - •• • • • •• NOA No.: 02- 1205.06 • • • • ° • • • • • ▪ • • .Explratton Date: 12/16/07 • • • • • • •' • • App Data 01/02 /03 • • • • • • • • • • page s or 7 ••• • • • • • •• • • • • • • • • • - • • • • • • • • - • • • • • • • • • • • •• •• • • • •• •- ••• • • • 0 •• • • Table 58: Attachr rent Resistance for Mortar or Adhesive Expressed as a Moment Set Systems - Tile AR • lication Mortar Set �— - Mr(ft -Ibf) Attachment Resistance 43.9 Tile Profile Shake TM f late & Shingle Monier Walla Shake & SI7117,Wrra & Super Shaken', and Colonial Blend Tile 6 Tile -Tjta Roof Tile Mortar. 4 La 5 Medium •add • tacement of Table 5A: Attachment Resistance Expressed as a Moment • M, (ft -Ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Monier Lifetile Shake & Slate, SIttrra Shake & Super Shake '* and Colonial Tate & Shin °le Blend Tile add •tacement of 45 grams of PoiyPro"'. 241. rams of PolyPro'M. 5. LABELING All tiles shall bear th imprint or identifiable marking of the manufacturer's name or logo, or following statement; "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT EQUIREMENTS 6.1 Application for building permit shall be accompanied by copies oldie following: 6.1.1 This Notfce 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. PROFILE DRAWINGS �T. -'' 13 - • • • • • • •• ••• •• NOA No.: 02- 1205,06 • • • • • • • • •' • . ° raptratton )Sate: 12/16/07 e •: • • • •' • • •• • :Approval Date: 01/02/03 • ° •• • Page 6 of 7 • POIyPro PolyproN •• °•• • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • 000 • • Minimum Attachment Resistance 11 8,9 40.4° +:* 2_3 ' AJHJ ib1O1 „ ;{: MONIER L t MONIER LIFETILE COL L%3 ' d t I 01 ETILE SHAKE & SLATE CONCRETE ROOF TILE MONIER LIFETILE SIERRA SHAKE & SUPER SHAKE CONCRETE ROOF TILE r- o •• ••• • • • • •• • • • • • •• • • • • ••• • NIAL SLATE; 4.31l14 1%DL$OrONC,ATE ROOF TILE END OF THIS ACCEPT .N :Ei . • • • • • . • • • • ..• •• • • • • • • • • • •. • s • • .• •• • • ••• NOA No.: 02- 1205.06 Expiration Data: 12 /16/07 Approval Data: 01/02/03 '•' • • • • '•' • • Page 7 • of 7 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • S I SC:b cl1NN0 3111 G3'IU63 dd 8S c 88 0002 20 030 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an 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. • • • •. • • • • • • • • • • • • • • *00 • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • 000 • • • • • . • • • • • • • • • • • • • • • • 4600 • • • • • • • • • • • • • • • • • • • • • • • • • 00* • • • 000 • • 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.: 06- 0201.02 • • • • • • • • • Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Product Polypro® AH160 Foampro® RTF 1000 ProPack® 30 & 100 PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Note: Roofing Roof tile adhesive Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 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: Dimensions Test Specifications N/A TAS 101 N/A N/A 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. Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 1.6 lbs. /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% The physical properties listed above area .ese nted gs typjcalj,verage values as determined by accepted ASTM test methods and are spbfec; tp 44411 lnanufacturing variation. • • . • .. ... .. • • • 00 • • • ... • • ..... • • • • .. • • • • .. • • • .. • ... • ... • ... • • • • ... • • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. .. • • • .. 00 000 • • • 000 • • Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 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® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof 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. •• ••• • • • • • •• i F • . • 2; •• ••• •• •• F'= MS • .• • • • . • .• • • •. • • • • • •• • •.• ••. • • • • ..• • • • • • • • • .•• • • . • • •• •• • • • ••• • • • ••• • • • •. • • . . • • • • • • • • ... • • • • • • • •• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® 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 RTF1000 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® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Flat, Low, High Profiles High Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Low, High Profiles Placement Detail #1 #1 #2 #3 Single Paddy Weight Min. (grams) 35 17 /side on cap and 34 /pan 24 Two Paddy Weight per paddy Min. (grams) N/A N/A N/A 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: •• ••• • • • • • •• As required by the Building Official or applicpble buildii>&cQddir = ou1e} to properly evaluate the installation of this system. • • • • • • ••• . • .. ••• •• • • • .• • • ... • • • • . • • • ••. • • • • • . • • • • • • • • • • • • • •. • • • •. • e.. • ... • .•• • • • • ... • • • • • • • • • • • ••• • • • • • • • • • • • • .• •• • • • •• • •.• • • • ••• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 Nail through plastic cement Underlayment Nail through plastic cement Paddy (Beneath Tile) Fascia Eave course only: Keep adhesive approx. 4 In. up from weepholes 10 in. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Paddy (Beneath Tile) Sp *INN ' t .4. 4 %> Eec. Course N4t44i,..1: 1111:14N4441::/47- te r/ Eave Closure Eave course only: Keep adhesive appmx.4 In. up Fascia Eave Course Eave course only: Keep adhesive approx. 4 in. up from weepholes 1) Place enough adhesive to achieve 17 to 23 square inches In contact with the pan tile 2) Turn covers upside down. Place adhesive 112 In. To 1 in. From outside edge of cover Ole. Then install the Ole. Underlayment 1 Ramey top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end pan and cover tiles are Kush at eave One. Eave closure (mortar shown) Weephole Fascia Bo •• ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • •. • •.. • ••• • •.• • • • • • • • • • • • • • • • • • • • • . • • • • • . • . • •• .• • • •• •• 0 • • • • • • • • • Paddy (Beneath Tie) Fascia Weephole Eave closure Drip edge Optional2a4's for steep pitch applications Nail through plastic cement Optional Point-up Mortar on longitudinal edges of Me NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 Sheathing ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cement Paddy (Beneath Tile) Fascia Nail through plastic cement Underlayment Eave Course Eave Course Paddy (Beneath Tile) Fascia Eave Closure Nall through plastic cement Fascia N N 4 Weephole Eave closure Drip edge • • 00* • • • • • • • • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • 000 • • Paddy (Beneath 1110) NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 Nail through plastic cement Nail through plastic cement Single paddy under the Single paddy 4in. under tile x3in. Single paddy on under- layment Single paddy on top of tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Paddy (between tile) Paddy (under tile) I r e Eave course • 2 In. X 7 in. medium size paddy eave Fascia • course only Single paddy on top of tile Eave Course Eave Closure Nail through plastic cement Single paddy under tile Underlayment Single paddy between tile 1 0 2 in. x 7 in. medium size paddy eave course only sty 3 in. x3in. ■ Single 4 in. paddy on under- Iayment Single paddy on top of tile Eave Course Fascia Weephole Eave closure Drip edge Single paddy between tile 2 i• 7 in. medium f size paddy eave course only Fascia .. ... • • • • • .. • • END OF TPIS:j.CCEPTA1 LE . . • 0 .. • 0 • . 1111.. •• • .. • • NOA No.: 06- 0201.02 • 1111 • ; ; • • 1111 • Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7of7 . .. • • • • ..• • • • • • • • • • • • • • • • • .• 0 • • • • • • • • • • • • • • 00 0. • • • 00 .. 0110 • • • 0041 • • MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 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 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: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent la el 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 shaf1 be lrowiiecit to tI a ;sany the manufacturer or its distributors and shall be available for inspection at the job site at Oil r mites: ot'tie lAtilding Official. This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed•by Frank Zuloagae RRC • 4) . . • 000 . • • • • • • • • • • • • .. • • • • • • • • • • ■ • • • • • • • . • • • • • • • • • • • • • ••. • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 410 .. • • • • • • • ••• • • • ••• • • 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: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10423 /03 Page 1 of 21 Deck Type 1: Deck Description: System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or .#14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs. /s q• . •• "' Cap Sheet: (Optional) One ply of CTAF61,1:SVIrlitieVIVutf4ced Cap Sheet adhered in a full mopping of approlkd a %phalt'al)pliid dbittiitt the EVT range and at a rate of 20-40 lbs./sq. • • • ... • . .... • • .... .... • • .... .. • • • • • • • • • • • • .. • • •• • ••• • ••• Wood, Non - insulated 19 / 32 " or greater plywood or wood plank decks ... • • • • .. • • • • • • • • • • • ... • • • • • • • • .. • ... • • • ... • • NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10 /23/03 Page 18 of 21 Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 3001bs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. • •• ♦•• • • • • •• • • • • • • • • •• ••• •• • • •• • • • • • • • • • • • • • •• • • • • • • • • • •• • ••• • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • NOA No: 03- 0501.05 Expiration Date: 11/04/08 • Approval Date:10/23 /03 Page 19 of 21 • • •. •. WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 4" Dens Deck or % Type X gypsum board is acceptable to be installed directly over the wood deck. 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 }n 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 12lbs. /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 corners and comers). (When this limitation is specifically refelred $hir0:&cGFneral Limitation #7 will not be applicable.) • • . • • • • • • • 10. All products listed herein shall have a qualWassutai oe audii i$ accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code., END OF THIS ACCE$TBJ10E • . • . • • . . • .. • • • • • • • • • • . • • • • . • NOA No: 03- 0501.05 .. ... ... Expiration Date: 11/04/08 Approval Date:10 /23/03 • • • • • • • • • • • • • • Page 21 of 21 • • • •.. • • • • • • • • • • • • • • • • .. • • • .. . . ... • • • ... • • TGFU.R1306 - Roofing Systems Underwriters Laboratories Inc. Bottom TGFU.R1306 Roofing Systems Questions? Guide Information GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA Roofing Systems "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens -Deck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Dens -Deck® in hot asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. .. • .. •• Unless otherwise indicated, the roof insulation is m4c11aflicalty :a>;t&ned, adhered with hot mopping . . . . . i ... . asphalt or urethane insulation adhesive. Poly.t iren e,exce any of the following Classficatons include "ENERGuard EPS Insulation ". References to glass fiber insulation include"ZntrgyGuatd l:ibergla�s Insulation". ... . • • • • • • • .. • . • ... . ... . ASPHALT FELT SYSTEMS"WITH HOT ROOFING ASPHALT ••. • • • • 1•. • • • • • • • • • • • . • • . • . • • • •• • • • •. • • ... • Page 1 of 55 V I O US fh'age rn. R1306 http: / /database.ul.com /cgi- bin /XYV/ template /LI SEXI/ 1 FR .AMT /showpage.html ?name =TG... 10/22/04 TGFU.R1306 - Roofing Systems Page 2 of 55 Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for 01 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be•1}ot mopped or mechanically fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". • .. .. GAFGLAS #80 Premium Base Sheet may be u's1 d in an hi ioliA;ng systems. • ••..••• . .. ... .. • • • .. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may'bc ei1 in 1j o • arly pe e in any of the following NC Classifications. • • ' • • • • • . . • ... • • Class.A B and :i: :. • • . . http : / /datahase.ul.com /cgi- hin /XYV/ template /LISEXT /1 FRAME /showpage.html ?name =TG... 10/22/04 Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. TGFU.R1306 - Roofing Systems Page 3 of 55 1 Deck: C -15/32 Incline: 3 6. Deck: NC Class A Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: — Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: — One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: — Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C - 15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck Base Sheet: — One layer Type G2 "GitMLAV*,,7V ft4s4Sieet" (may be nailed). Ply Sheet: — One or more layers Type 01 "GA$CtAS M:4" 'or GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G -3 "GAFGLAS IvMineral •rffCed Cap Sheet ". • 000 IrtcpnP: J • • . •. • • • • • • .. • • • 410 • 000 • 009 • Base Sheet: — One layer Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: — One or more layers Type Cpl "L A & GZ,.ASPPy.4" of "GAFGLAS Ply 6 ". • • • .00 • • • • 00 00 • • • .. 00 00. • • • 0410 • • http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FR A ME/showpage.html?name---TG... 10/22/04 I nspectiongNum or erml u rn RF -7 -06 -1899 Inspection Date: 11/1712006 Inspector: Grande, Claudio Owner: VILLAGE, MIAMI SHORES Job Address: 801 100 Street NE Miami Shores Village, FL Project: <NONE> Building Department Comments Thursday, November 16, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 NOV 212 Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060172300 Block: 107 Lot: 1 -5 Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Phone: 305- 757 -2612 Page 2 of 2 Passed 1 / Inspector Comments 1 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until I nspectiongNum or erml u rn RF -7 -06 -1899 Inspection Date: 11/1712006 Inspector: Grande, Claudio Owner: VILLAGE, MIAMI SHORES Job Address: 801 100 Street NE Miami Shores Village, FL Project: <NONE> Building Department Comments Thursday, November 16, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 NOV 212 Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060172300 Block: 107 Lot: 1 -5 Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Phone: 305- 757 -2612 Page 2 of 2 Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 fl 5 55 D 51 76 2 2 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 B 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 j 50 75 100 THIS REPORT : UBMITTED BY Lab Certification # 98 0608.04 State of FL Certificate Authorization # 4100 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 SITE SPECIFIC INFORMATION Owner's Name- ' t 7f 'e- 1 IAX Job Address 801 OS Imo ST" Ll I pk �� p f.ft , 0, 'F1 Roofing Contracto • Ca fes 0 c9 >>'- � V Pt N 4 Type of Tile: (t Approximate Roof Height: -feet Type of Access to Roof Scaffolds 'Ladder Approximate Square Footage of Roof I 1 60 O ft Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested ( ( - 1S =b P.E. L� l� -+94 TEST. RESULTS P = PASS, F = FAIL Project NO 8301 Permit # ' 6'6 -) y 1 Date Installed: I 1- Roof Pitch: 2 1" i z Other IN ACCORDANCE WIT THE CRITERIA OF PROTOCOL. TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTRO ST. Sketch of Roof Job gp 1 1.S E loo S7: G, E1601 r R Sheet Nu nber ' Contractor #9,f, p c.., (Z- P-01, l 04, Checked By Scale 1 ■l__ uIiiliiiiiiiisi 11 111 III .11i_ 1111 .- 91 i0i►it iiENidII WM11 11fii/ev:� ®/i t1111i ii111111111M1 i,li, 11I111ME i 4111Th 11111111111N111111 ti MNMNINIIIIIIIIIMM1115fdktMIIIII1M1N1 ■i. 1111 it anrat'N111iaiiilIi U I ,ERR %gRRIIi1111iRr1I1111 RR 11N RE IMIT INsui Rr'iit'i ■i I1ii it iiiRIRIIIRi %RIin IIR_ 1111111111111111110,11111111111111111111111 11 1111 E` iii /Q_�tri a in iii UI Z:� / i RRr f7t ii_ INN i1111iiiiN %1i ir_IIRRU 7irn`�%i 1 11:4111E11111111 111111111111111111 1IUis/1I I RiiiiillRURI 11 i 11 11 _ IIIIII!IIIIiIIII 1111 iNi!7RRRRRHRii111i IIN:i111101�i,i MEM i Notes:. lr 0 6 -ale? -o TCAg - Z 2- 1 ( T- 14— t Inspection Date: 11/07/2006 Inspector: Grande, Claudio Owner: VILLAGE, MIAMI SHORES Job Address: 801 100 Street NE Miami Shores Village, FL Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comment Monday, November 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 22449` Permit Number: RF -7 -06 -1899 Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060172300 Block: 107 Lot: 1 -5 Phone: 305 - 757 -2612 Page 1 of 2 Passed 1 / (3 nspector Comments J Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 11/07/2006 Inspector: Grande, Claudio Owner: VILLAGE, MIAMI SHORES Job Address: 801 100 Street NE Miami Shores Village, FL Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comment Monday, November 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 22449` Permit Number: RF -7 -06 -1899 Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060172300 Block: 107 Lot: 1 -5 Phone: 305 - 757 -2612 Page 1 of 2 Inspection Number: INSP -22448 Permit Number: RF -7 -06 -1899 Inspection Date: 08/16/2006 Inspector: Grande, Claudio Owner: VILLAGE, MIAMI SHORES Job Address: 801 100 Street NE Project: <NONE> Miami Shores Village, FL 33138- Building Department Comments Tuesday, August 15, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 AUG 1 6 REC'D Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1121360080080 Lot: Phone: 305 - 757 -2612 Page 2 of 2 Passed l Inspector Comments Failed Correction Needed Re- Inspection Fee . ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -22448 Permit Number: RF -7 -06 -1899 Inspection Date: 08/16/2006 Inspector: Grande, Claudio Owner: VILLAGE, MIAMI SHORES Job Address: 801 100 Street NE Project: <NONE> Miami Shores Village, FL 33138- Building Department Comments Tuesday, August 15, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 AUG 1 6 REC'D Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1121360080080 Lot: Phone: 305 - 757 -2612 Page 2 of 2 Tin cap for flat and slope roof OK 8/15/06 CG 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 Date: 08/15/2006 Inspector: Grande, Claudio Owner: VILLAGE, MIAMI SHORES Job Address: 801 100 Street NE Project: <NONE> Tuesday, August 15, 2006 Miami Shores Village, FL 33138- Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection umberr. r It Number RF -7 -06 -1899 AUG 1 Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1121360080080 Lot: Phone: 305 - 757 -2612 Page 1 of 2 Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: RF -7 -06 -1899 Invoice Number: RF -7 -06 -25628 Applicant: MIAMI SHORES VILLAGE Company Name: Owner Address: Job Address: 801 100 Street NE Miami Shores Village, FL 33138- Date Wednesday, August 9, 2006 08/09/2006 Check Payment Type Check Number 1439 Amount $299.68 Change $0.00 Total Payment: $299.68 Page 1 of 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and stre t/ ddress: g \ 11, ( JAY e e .. AKA. c IRorb 33t 2. Description of improvement: (A t894 (,619414 3. Owner(s) name and address: T1r1.L44..:, )C CO ( 2 Q Y i4 / f 0 rc. 3 I Interest in property: &lLWA -- Name and address of fee simple titleholder: 4. Contractor's name and address: t�iI;ILn,ei,(A. 12.156 x301. uE au-a , } -do% 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: p, 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 followin person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differen is specified) 2241■ Signature of Owner. Print Owner's Name s.•1 ' Sworn to and subscribed before me this 5 O day of Notary Publi •1/ S4 / Print Notary's Name S., - pa A *di. My commission expires: 123.01 -52 PAGE 4 10/04 NOTARYPLILic.s- TE Or pr crPrT4 Bonded �YPIRtS. APkil. 2 ° Bonded Tim Atian Bonding Co. a o2 `'" `\ . , 20 . , . Prepared by STATE OF FLORIDA, COUNT OOF HEREBY CERTIFY ` o thet.this ,s ach y of the 7nginat filed i this office on NITN SS my ha IARVEY RUVIN, 3y CFN 2006R10863813 OR Bk 24805 P9 4762e tips} RECORDED 08/09/2 006 14:1.240 HARVEY RUV1Hp CLERK. OF COURT MIAMI —DADE COUNTY, FLORIDA LAST PAGE V1^C-c.a4441. 5G.8z� ict. day , AC 0 Vj al. and County Courts D.C. 111111 1111 1111 1I1I M A S HORES VILLAGE, FLA, o N. AA S JOB C9 � C �j ADDRESS INSPECTION TIME READY p I o -bd.- f REMARKS. INSPECTOR DATE 1772\ Owners Name and Address M L 4 Registered Architect and /or Engineer _ Name and address of licensed contractor MIAMI SHORES VILLAGE Date Building In BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. 1� f2s- t�J.fy Location and legal description of lot to be built on: Lot Block Street and Number where work is to be done State work to be done and purpose of building (by floors) Chairman Member Member Council Approved Date NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. Date - 04.--z-es s No._. CI Street.. i -. : - Z • —� Subdivision = and for no other purpose. New Buil3ing Remodeling Addition Repairs No. of Stories To be constructed of Kind of founndationn oof Cover' g Estimated Total cost of improvements $ �O C.? Amount of Permit $ . Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the wo r. ch public notice or notices as are required by the Act. The undersigned agrees to employ only such subcon actors, on wo :*performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) . _ STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No. / 7 0 Z Date "`.._� ` G ( Read, Sworn to and Subscribed before me. Disapproved (Signed) PLANNING BOARD DATE Member Member Member Disapproved Date or changes to this application after approval has hecn obtained from when such re- inspection is made necessary by improper notice for inspection or faulty � -T N- - Or t Lt T � to me well known, Notary Public, State of Florida 44 I My Commission Expires