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2001 RE-ROOFPERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date ,1' Job Address , Al q /L, Tax Folio C 1 - 5 :et'ql 6Cc , ", )`c" v f6, i Legal Description Historically Designated: Yes No r/Lessee / Tenant Owner's Address 'V'77›- c )c �� S Arch .j P Contrng Co. O W ," i fien9) Qua lifier autvir Phone d State # 6-01r , 1, Municipal # Competency # �41, Ins. Co. Architect/Engineer Bonding Company Mortgagor FEES: PERMIT ■ Notary as to Owner and/or Condo My Commission Expires: owner an . . -. Condo President 6 i t`-tk5 7 3t' Permit Type (circle one): BUILDING ELEC y WORK DESCRIPTION ' J t/ ( nfI () -Ri)d oi! ephh sahtc`ccl6e Square Ft. � R/3 1 S • it WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the word, tated. Date � 1 acH OFFI ART SEAL IRMA OONIGUO a1MISSION NUMBER CC861492 c`` A!Y : :OMMISSION EXPIRES OF FA AUG. 31,2003 APPROVED: Zoning Mechanical Plumbing Building C.C.F. PL BING MECHANICA Address Address ss Estimated Cost (value) Phone Address � 'r ± _1./42L' 6] • - NOTARY Master Permit # ROOFING', PAVING FENCE SIGN 90saz . ✓A,'l -I � � �', P'.J i !nil, /4, i714 /x,(1 /t 7�"fi 1, %I , e of Contractor or,Owner- Builder o ' - , = ' Notary as to Contractor or Owner - Builder My Commission Expires: BOND TOTAL DUE Date Date chi ,'Y�J \,-1//// Structural Engineer NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST It SPECTION PERMIT NO. TAX FOLIO NO. (I ^'3ZbeOlyt`S. STATE OF FLORIDA: COUNTY OF 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 lsprovided in this Notice of Commencement. 1. Legal description of property and street address: 5T7 / Mgt 9/ 6 910/ Pa'.i 2. Description of improvement: 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lenders name and address: 9. Expiration date of this Notice of Commen different date is specified) Pr Notary Public Print Notary's Name My Commission Expires: sir i=Co # DD 006154 • euaa :fife: . tilt d maa r t151,41,, 3. Owner(s) name and address: *- Cpc>4."-6.r Lt . 1- 3 2 , , NE ?( ri Ni' Sko,ur r ,t� 33/$ Interest in property: Name and address of tee simple titleholder: 4. Contractor's name and address: tbt'a'l6/,Uj 301 or 6, at, Slr. -/DI truhrti Shams, a 331.3S 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, Owner 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: SignaOU.O1 Amp Print Owners Name 4. LA . Swom to and subscribed b fore me this ' day of /1/,FrC4 , 19 O l fn ent: (the expiration date Is 1 year from the date of recording unless a A' ,TATE OF FLORIDA, COUNTY OF DADE 1 HEREB CERTIFY that this is a true c y of the urngrna filed in this office on s day of � , AD.20(2/ WITNESS m hand and Official Seal. HARVE K, of C i and County Courts By Prepared by: ca 1',{ .(i Pak Address: 41904 rna.th5DN S )71/ Fl, 33o2-J 123.0132 10/00 •$.VIZICTION ' 17) - (‘, s vivaniomovrroovvomovvomormAnor - . . . IV. Scheduled Dates: IX. Amount of RACM or ACM Florida Department of Environmental Protection Division of Air Resource Management ;V:\ Cr; ' TYPE OF NOTICE (CHECK ONE ONLY): '0 ORIGINAL 0 REVISED 0 CANCELLATION 0 COURTESY TYPE OF PROJECT (CHECK ONE ONLY): 0 DEMOLITION 0 RENOVATION 1::1 ROOFING IF DEMOLITION, WAS IT AN ORDERED DEMOLITION? 0 YES 0 NO IF RENOVATION: File # IS :TAN EMERGENCY RENOVATION OPERATION? 0 yES 0 NO IS 7 A PLANNED RENOVATION OPERATION? DYES 0 NO Process # 7 Facility Name Address City State Zip - ' County Site Consultant Inspecting Site Building Size ' (Square Feet) # of Floors Age in Years Prior Use: School/College/University Residence Small Business Other Present Use School/College/University Residence Facility Owner Phone ( ) Address City Contractor's Name Address City Florida Licence No. Is the contractor exempt from licensure under section 469.004(7), F.S.? 0 YES 0 NO State V. Procedures to be Used (Check All That Apply): square feet surfacing material linear feet pipe cubic feet of RACM off facility components square feet cementitious material square feet resilient flooring square feet asphalt roofing State * MUST OBTAIN PRIOR DERM APPROVAL BEFORE USING A DRY METHOD VI. Procedures for Unexpected RACM: Small Business Zip Other Phone( Asbestos Removal (mm/dd/yy) Start: , ' Finish: - Demo/Renovation (mm/dd/yy) Start: Zip MIAM Miami-Dade DERM Air Section 33 S.W. 2nd Avenue, Suite 9-223 Miami, Florida 33130-1540 Finish: Phone ) VII. Asbestos Waste Transporter: Name Address City State VIII. Waste Disposal Site: Name Address City State Zip Zip Class X. Fee Invoice Will Be Sent to Address in Block Below: ( Print or Type) 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 person will be available for inspection during normal business hours. Name (Jf Owner / Operator / PRINT (Signature of Owner/Operator (Date) (Contact Phone #) 1 DERM USE ONLY Postmark/Date Received ID# Strip and Removal Glove Bag Bulldozer Wrecking Ball Wet Method * Dry Method Explode III Burn Down OTHER: •$.VIZICTION ' 17) - (‘, s vivaniomovrroovvomovvomormAnor - . . . IV. Scheduled Dates: IX. Amount of RACM or ACM Florida Department of Environmental Protection Division of Air Resource Management ;V:\ Cr; ' TYPE OF NOTICE (CHECK ONE ONLY): '0 ORIGINAL 0 REVISED 0 CANCELLATION 0 COURTESY TYPE OF PROJECT (CHECK ONE ONLY): 0 DEMOLITION 0 RENOVATION 1::1 ROOFING IF DEMOLITION, WAS IT AN ORDERED DEMOLITION? 0 YES 0 NO IF RENOVATION: File # IS :TAN EMERGENCY RENOVATION OPERATION? 0 yES 0 NO IS 7 A PLANNED RENOVATION OPERATION? DYES 0 NO Process # 7 Facility Name Address City State Zip - ' County Site Consultant Inspecting Site Building Size ' (Square Feet) # of Floors Age in Years Prior Use: School/College/University Residence Small Business Other Present Use School/College/University Residence Facility Owner Phone ( ) Address City Contractor's Name Address City Florida Licence No. Is the contractor exempt from licensure under section 469.004(7), F.S.? 0 YES 0 NO State V. Procedures to be Used (Check All That Apply): square feet surfacing material linear feet pipe cubic feet of RACM off facility components square feet cementitious material square feet resilient flooring square feet asphalt roofing State * MUST OBTAIN PRIOR DERM APPROVAL BEFORE USING A DRY METHOD VI. Procedures for Unexpected RACM: Small Business Zip Other Phone( Asbestos Removal (mm/dd/yy) Start: , ' Finish: - Demo/Renovation (mm/dd/yy) Start: Zip MIAM Miami-Dade DERM Air Section 33 S.W. 2nd Avenue, Suite 9-223 Miami, Florida 33130-1540 Finish: Phone ) VII. Asbestos Waste Transporter: Name Address City State VIII. Waste Disposal Site: Name Address City State Zip Zip Class X. Fee Invoice Will Be Sent to Address in Block Below: ( Print or Type) 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 person will be available for inspection during normal business hours. Name (Jf Owner / Operator / PRINT (Signature of Owner/Operator (Date) (Contact Phone #) 1 DERM USE ONLY Postmark/Date Received ID# 'F'O'rECHNiC'AL • \, iRONMENTAL HYDROGEOLOGY ASBESTOS Miami, March 28, 2001 1 ' r4 �i DYNATECH ENGINEERING CORP. Mr. Jim Obenour OBENOUR ROOFING SHEET METAL & SUPPLY CO. 9301 Park Drive Suite A101 Miami Shores, F133138 Re: Existing Building @ 581 NE 91' Street & 9101 Park Drive Miami Shores, Fl Dear Mr. Obenour: Pursuant to your request; DYNATECH ENGINEERING CORP., conducted an Asbestos Roof Survey on March 28, 2001 at the above referenced project. The purpose of our inspection was to secure bulk samples for analysis to determine the presence of Asbestos Containing Roofing Materials. The scope of our inspection covered the following areas: Roof at the above referenced project. (see attached plan) 1. Aluminum coated roof system Over wood deck. 2. Aluminum coated flashing bull At drip edge. TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Based on our laboratory analysis; it was evident that asbestos fibers were found in the following secured bulk samples: Paint only was found with 2 -3% Chrysotile fibers. Paint was found with 2 -3% and bull With 6 -7% Chrysotile fibers. 750 West 84 Street, Hialeah, FL 33014 -3618 ° Phone (305) 828 -7499 ° Fax (305) 828 - 9598 Page No. 2 1775 SW 2 " Avenue Based on our visual inspection, physical site assessment and potential for damage, it was evident that the roof material is considered Category -I - Non 'friable 'material. It is our opinion that this materials need not be removed prior to demolition because generally these materials do not release significant amounts of asbestos fibers when damaged. Yet, in the event of future repair and replacement of the roof material, all work shall be conducted by a Florida Licensed Roofing Contractors with on site Roofing Asbestos Supervision as provided in Section 469.012 of F.A.C. and in compliance with NESHAPS and OSHA regulations. We further recommend a competent person be on site for Air Monitoring during removal of A.C.M. This inspection report is the results of a diligent 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, all activities should immediately cease and the suspect material brought to our attention for evaluation and recommendation. 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 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. Sincerely yours, Wi Naamani, P.E. DYNATECH ENGINEERING CORP. Engineer Florida Reg. No. 39584 Asbestos Consultant Number EA 0000045 WN /no Project : Existing Building L StS1 NE 91" St. & 91U1 rarK Drive, lvliami snores, r t 1 Z d Location Description Approximate Amount F NF Condition Potential for Damage Analysis 1 NE SIDE OF ROOF AREA FLAT CEMENT TILES OVER A WOOD DECK THROUGH OUT X G/L NAD 2 S. SIDE OF ROOF AREA FLAT CEMENT TILES OVER A WOOD DECK THROUGH OUT X G/L NAD 3 N. SIDE OF ROOF AREA FLAT CEMENT TILES OVER A WOOD DECK THROUGH OUT X G/L NAD 4 E. SIDE OF ROOF AREA ALUMINUM COATED ROOF SYSTEM OVER A WOOD DECK 30 SQ FT X G/L PAINT ONLY WITH 2 -3% & BULL 6 -7% CHRYSOTILE FIBERS. 5 W. SIDE OF ROOF AREA ALUMINUM COATED ROOF SYSTEM OVER A WOOD DECK 60 SQ FT X G/L PAINT ONLY WITH 2 -3% & BULL 6 -7% CHRYSOTILE FIBERS 6 S.W SIDE OF ROOF AREA ALUMINUM COATED FLASHING BULL AT DRIP EDGE 5 SQ FT X G/L PAINT 2 -3% & BULL 6 -7% CHRYSOTILE FIBERS 7 N.E SIDE OF ROOF AREA ALUMINUM COATED FLASHING BULL AT DRIP EDGE 8 SQ FT. X G/L PAINT 2 -3% & BULL 6 -7% CHRYSOTILE FIBERS Date Client 03 -28 -01 - OBENOUR ROOFING SHEET METAL & SUPPLY CO. F = Friable NF = Non Friable NAD = No Asbestos Detected CHRY = Chrysotile DYNATECH ENGINEERING CORP. ASBESTOS SAMPLING REPORT 750 W. 84th Street, Hialeah, FL 33014 Condition G = Good D = Damaged S = Significantly Damaged Analyzed by: Premnath Boodoosing DYNATECH ENGINEERING CO NIOSH 582 Cert. #7ME090203003 . Potential For Damage L = Low M = Medium H = High 1 0 S • Dynatech Engineering Corp. Client: OBENOUR ROOFING S METAL 4 SUPPLY COMPANY Project: $81 NG. 9► sTBGST t q►o► PARK 3:4RWS M ►AK►• 104ORS.S. F►• . Scale: N.T.S. ✓ Date: 3•Z%. 5I04 APPENDIX "F" APPENDD( "F "REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATION S As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner ;t:c content of this form. The provisions of Chapte'r of theSouth Florida Building Code (SFBC) govern the minimum requirements arrd standards of the 'industry for roofing sy:ern installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owners initial in the adjacent box indicates that the item has been explained. _ 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose 01 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. Aesth;: :ic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor.. . 2. Renailing Wood Decks: When replacing roofing, g the xisti SFBCo( roof deck may s e l o ;1 t . renailed in accordance with the current provisions of C p concealed prior to removing the existing roof system) (yyjL› 3. Common Roofs: Common roofs are those which.have no visible delineation between neighboring units (i.e. townhousesitcondominiums, of ad t adjacent units of roofing common ork to be the roofing be performed. contractor and/or owner should notify 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner e of may wish to maintain the the decking may not be acceptab,ralTltepSFBtC pro, ro p dcs :i`e roofing nail penetrations of the underside of maintaining this appearance. rS 0 5. Ponding Water: The current roof system and/orf the roof. he building may b not d ndi w ell of ma cause water to pond (accumulate) in low -lying areas o structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other in roof extensions stmay lI bl o c thi discharge if overflow scuppers (wall outlets) are not provided. It may be necessary scuppers in accordance with Chapter 23 of the SFBC.. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the sen -ice life of the roof. Signature D to , r >ontractor's Owner's/Agent's Signature /Signature • • . Contractor's Name: Slope e .pplicatien) U (Asphalt/Fiberglass Shingles) Flat Roof Area (ft') ?i Slop Ad Roof Area (ft') 65 V Total (ft 6 62- 7 Master Per it No. Exposure category (per ASCE 7 -88): L Building Classification category (per ASCE 7 -88 table 1): cdry .Q.z4er 000w ivrerz 24 9aly - FEE. � G�4'FG 6,42A Aked pie Ft. y 4 ,49eie �e,4t r °/r 8- tAge ,Y 1 X C#, V. PL /'VL o srn' Ft ❑ New Roof A Deck type 41- og p ' �c 1 fee 1, f y c, v N i� Ii Field: G "' t Perimeter: (p S DETAIL j 3602 ui Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF CATEGORY ❑ (Nail -On Tile) ❑ ( Metal Roofs\\Vood Shingles & Shakes) ❑ (Other) ROOF TYPE Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF HEIGHT AND SYSTEM DETAILS G� s VT, , r1 u: c �..` (Draw details as needed) ❑ J Otte TES ❑ NO af/ I f tt gs'1 l r 4 °E rar a..aL ❑ LC 1_ i ATTACHMENT Fastener Type: (' /y /7.41544) SPACING 2 P o S 1 & 2 d Corner: / X / C4 SlgC/ ®, Page -1 —�Z >c//.6 7 G /7 0 Job Address: 5b/ u1E q1,, 1 J7 / / 0 r 7 77 (Mortar - Adhesive Set Tile) ROOF PLAN MEAN HEIGHT Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Deck type: (WOOlt , p 11 / Underla y nte n t : Ride V•ntilution? �Ilr� D E T A I L 3 Insulation: 0 ) p 12" ROOF SLOP[ SLOPED SYSTEM DESCRIPTION Page -2 Fastener type & spacing: � M 9. J `r c. ‘ 2424/ 5 /� 10 - ( Cap Sheet: ( co �0 M » 2-1( f f v` Roof 11 Coverin l ��`� g: 9 V 1 oolur pi` s f i t1; e11,? Drip edge: Ajb .IV� TILE CALCULATIONS (PmaxI: X X (Aerodynamic Multiplier):) - M C o . = Mrt: 1:(96 PCA: I,6. 9 (Pmax2: ? .- X (Aerodynamic Multiplier): ) - M G = Mr2: /1. PCA: //8. / (Pmax3: t _ _ X X (Aerodynamic Multiplier):. Mg: C. r3 Y ) " = M (1.1(1 PCA: // f ATTACHMENTS REQUIRED I) Fire Directory Listing Page 2) Miami -Dade County Product Control Notice of Acceptance -Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations G) i- ypo,00..: Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals ` ,, . •t• I c Approved: l2 /30/1999 I of8 iVilANil -DARE COUNTY. FLORIDA MIAMFDADE ME,TRO•DADE FLAGLER BUILDING Ut )LD1NG CODE COMPLIANCE OFFICE METRO•DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE (60) MIANtI. FLORIDA 33130-1563 PRODUCT CONTROL NOTICE O# ACCEPTANCE (305) 375-2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION Monier Lifctile Y.,I..0 (305) 375•2527 FAX (305) 375•2553 135 NW 20 St. 1 CONTRACTOR ENFORCEMENT SECTION Boca Raton FL 33431 (305) 375- 1966 FAX (305) 375 -1908 PRODUCT CO!,Ct'KOL DIVISION (305) 375-2902 FAX (305) )7 1 Your application for Product Approval of: Atlantis Shake and Slate Flat Profile Tile es of under Chapter 8 of the Code of Miami-Dade County governing m nded f r pr ter(}1zs any; Dade Construction, anti completely described herein, has been recot�t County Building Code Compliance Office (BCCO) under the'conditions specified herein. This approval shill nor be valid the expiration date stated below. BCCO reserves the right to secure this product or marer:.al at anytime from a Jobsite or manufacturer's plant for quality control testing. if this product or material fails to perform in the approved Fnaaner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO � i e s he right to ev the South Florida if it is determined BCCO that this product or material falls to m requirements Code. The expense of :Ruch testing will be incurred by the manufacturer. Acceptance No.:99-1012.07 (Revises No.: 98- 0604.01) Expires:12 /16/2002 THIS IS'TH.E COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDIN.Q CODE & PRODUCT,REVIEW COMM This application for Product Approval has been reviewed by the BCCO and approved byts t Boil a>gov Code and Product Review Committee to be used in Dade County, Florida under the condition s ) Raul Rodriguez Chief Product Control Division ranclSco . Quintana, Director Miami -Dade County 1. Building Code Compliance Office 05/431/ N• • • I , BIER ){FE I,E OT CE OF :. PTAN E: S N RD Cj I IO This revises a roofing system using M 1. SCOPE ocu 'er Lifetile Atlantis Shake & Slate Concrete Roof i n Section 2 of this Nott Tile, as manufactured Monier Lifetile LLC described 1994 edotic of Acceptance, for tance, designed to comply with the South Florida Building Code, For the locations where the pressure requirements, as determined by SFBC Miami - made County. pressure values obtain by calculations to comp w i Chap 23, S 127 usingdthevalues listed in section 4 herein. The attachment compliance with RAS calcular:ons shall be done as a moment based sys tern. Category: -Prepared Roofing Sub Category: Flat Profile Tile ►. 2. PRODXJCT an t 11 red Aubssat Monier Lifet.le Atlantis Shake and Slate Tile Trim P ieces 07:bJ Rainproof 11 I'IGL1 ICrVV'u'G.ru i\�+' -" ' •""' Dirn ens - - °n 1= 1S" w 10 3/8" 1 'A" thick a varies = varies varying thickness 2.1 Components or products manufactured by others Product pescri tion �P�pdu_c:t Ice and \\Vatc:r Shield Dtm ensi —°' . 30 "x 75' roll 36" x 75' roll or 60" x 75' roll 36 "x 75' roll 60 1. Test brid.asal1P11 PA 104 ACCEPTANCE No.: 9- 1 .07 A.P?ROV.ED :December 30, 1999 EXPIRES :December 16, 2002 Product Test p lion ecliicat ons PA 112 Flat, interlocking, high pressure extruded concrete shake and slate roof file equip oi-rar with two nail holes. For direct deck, or adhesive set applications. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Single ply, nail•on underlayment with 2" self - adhering top edge. PA 103 Self - adhering undo j\Ranufacturcr Protect -O -Wrap Inc. (with current NOA) W.R. Grace Co. cu 'OA) Frank Zuloaga, RRC Roofing Product Control Examiner 1 Tile Nails CD Tile Screws tMONIER I,WETJX.E LLC Roof Tile Adhesive ( "Polypro A H 160 ") product Wood Battens Roof Tile Mortar ( "TileTiteTn *' ) Roof Tile Mortar ( "Quikrete® Roof Tile Mortar 1140 ") Roof Tile Mortar ( "BONSALGD Roof Tile Mortar Mix ") Dime nsigns Vertical Min. 1 "x4" Btarlimal Min. 1 "x 4" for use with vertical battens or Min. 1 "x 2" for use alone Min. 10dx 3" iS8x 2 /" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. . N/A N/A N/A N/A o � I�T,)�C1✓ OF ACCEPTANCE: STANDARD CONDITIONS Test Snecions PA 114 Appendix,E PA 114 Appendix E PA 123 PA 123 PA 123 See PCA ACCEPTANCE No.: 99- 1012,07 APPROVED EXPIRES Product Description Wood Preservers Salt pressure treated Institute LP — 2 or decay resistant lumber battens Corrosion resistant screw or smooth shank nails Corrosion resistant. coated, square drive, galvanized, coarse thread wood screws Prepared mortar mix designed for mortar set roof tilt applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof die applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. :December 30, 1999 :December 16, 2002 Frank Zuloaga, RRC Roofing Product Control Examiner Manufacturer generic generic generic Bermuda Roof Company, inc. with current PCA Quihrcte Construction Products %vith Current PCA W. r.. Bonsai Co. with current PCA Polyfoam Products, Inc. 05/3 Ga MONTER LIFETILE LLC 3. a Product Roof Tile Adhesive TileBond Hurricane Clip & Fasteners 09 :06 M1) 1 1 tKKHVtHN tcuur . i t Lm LIMITATIONS Monier Lifetile Atlantis Sh DARD CONDITIONS TIC OF ACCE NCE; • • ST Test Product ecifi tin Ltssriplig.ri S PCA . Single component polyurethane foam roof tile adhesive D1mens'on Factory premixed canisters Clips Min. `h" width Min. 0:060" thick Clip Fasteners Min. 8d .'c 11/4" ACCEPTANCE No.: 99 r APP ROVED :December 30, 1999 EXPIRES :December 16, 2002 PA 114 Corrosion resistant i Appendix E clips with corrosion resistant nails. 3.1 • Fire classification is not part of this acceptance. 9 For mortar or adhesive set tile applications, a static field uplift test shall be 3. n performed in accordance with RAS 10 106. 3.3 Applicant shall retain the services of a Miami•Dade Ca pendi L borat to perform quarterly test in accordance with PA P shall be submitted to the Building Code Compliance Office is for review. able Roofing 3:4 Applications ica Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlhyment applications may be installed peC•pendicu ar to � the underlay meat material manufacturers roof slope unless stated otherwise by . h Y published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION ponents 4.1 Monier Lifetile Atlantis Shake & Slate Concrete vf i o n f T p tl ade County shall be installed in strict compliance Application Standard RAS 118, RAS 119, and RAS 120. 4.? Data For Attachment Calculations Table 1: Aerodynamic Multipliers • X (ft') ft') Direct Deck Application Tile Profile Slate Tile 4 ran uloasa, RR • Roofing Product Control Examiner Vf:inufii tu rcr, Flexible Products (with current NOA) Generic • , c MONIER LIFFTILE 1,J..0 ACCEPTANCE No, : 99 - 1012.07 APPROVED EXPIRES NOTICE OF ACCFITANCE: STANDARD c_ONDiTi',ONS Table 4A: Attachment Resistance Expressed as a Moment - M, (ft - lbfl for Single Patty Adhesive Set Systems Tile Application Tile Profile Monier Urea: Atlantis Shake & Slate Tile PolyPron" Pol Pro*" Lar•e • addy placement of 4Q3rams of PolyPro* ". Medium add •lacement of 24 grams of Pol Pro*" 6 'able 48: Attachment Resistance Expressed as a Moment - for Mortar or Adhesive Set Systems Tile Tile Profile A plication Monier Lifet;le Atlantis Shake & Slate Tile Mortar et - G. •4 :December 1999 :December 16, 2002 Minimum Attachment Resistance 11 8.9' 40.4 T • Attachment Resistance M,(ft 39.0 5. LABELING All its shall bear the imprint or identifiable mariting of he manufacturer's name or logo. or following statement: "Miami -Dade County Product 6. BUILDING PERMIT REQUIREMENTS copies of the following 6.1 Application for building permit shall be accompanied by op 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Frank Zuloaga, RRC Roofing Product Control Examiner Monier Lifetile Atlantis Shake & Slate Tile NO ICE O Table 2: Restoring Moments due to Gravity- M (ft -Ibf) • _ Tile. 3 ":12" 4 " :12" 5 ":12" 6":12" 7 ":12" or Profile greater Monier Lifetile Atlantis Direct Deck Direct Deck . Direct Deck Direct Oeck DirectDeck Shake Slate Tile 6.0 5.9 ••. ° 5.8 I 5.6 _i_____ 5.5 fable 3: Attachment Resistance Expressed as a Moment - M, (ft for Nall Systems Tile Fastener Type : Direct Deck Direct Deck Battens Profile (min 16!32" (min. 19/32" plywood) plywood) 2- 10d•Rin9 Shank Na Is 30. 1.10d Smooth or Screw 7.3 Shank•Nail 2.10d Smooth or Screw 14.0 ' Shank Nails 1 #8 Screw r. - 3O.8 2 #8 Screw . • , , 51.7. _ 1.10d Smooth Or Screw 24. Shank Nail (Field Clip) 1.10d Smooth or Screw 19.0 Shank Nail (Eave Clip) 2 -10d Smooth or Screw 35.5 Shank Nails (Field Clip) 2 -10d Smooth or Screw 31.9 Shank Nails (Eave Clip) ® � NCE: ` ST Dr iD . • 'DITI ' EXPIRES Monier Lifetile Atlantis Shake & Slate Tile Adhesive manufactures component approval for Installation requirements. Flexible Products Company TileBond Average weight per patty 13.9 grams. Po Darn Product. Inc, Av erage weight par patty t3 grams. 38.1 :December 16, 2UU2 9.8 18.8 T� 30.8 51.7 24 ---° 24.3 zap 19.0 35.5 31.9 2 - 10d Rina Shank Nails` l 50,3 � 65.5 1 installation with a 4" the headl3p and fasteners are located a min. of 2W from head of tile. 17.2 49 7.4 18.2 22.1 34.8 32.2 48.3 Table 4: Attachment Resistance Expressed as a Moment M, (ft -1bf) for Two Patty Adhesive Set Systems - Tile Profile Tile Application Minimum Attachment Resistance j 31.3' rank uloaga, RRC ). • Roofing Product Control Examiner 5 Frank Zuloaga, RRC Roofing Product Control Examiner to/.41/uto .* • • • , „*. • I 09:0? MEDITERRANEAN ROOT TILE rt- ,305 7588484 No. 02: 00 MONIER LIFETILE_LIC 1•. NOTICE OF ACCEPTANCE: STANDAR. PROFILE DRAWINGS .r. gERLOC% 16 .....?., ",....... K .. r.:••••••.'"• '`.. ••.,.1.... •......... .:"...••■ %'::::;:•.,. ."*"..., - `4::,''...„ ' *"..':::•• ••• 'N. ''... •••.:••...... •••.... .,..•...•::::..., s. ,..., ...... .. ''••• • •••. • s.. •••..,„, .....0... ."%:*`•. • •:-...'••,. •74%, .. 4 ".. .(1VERLAY - .. 7 **::'-'.':-.... ••••.:-.. -., .........-,.......t...,.. ..._-4_,...., '- ,,,,.,....,,,,. ...,.:.,.._ ..... 6 %..% ....„.• N, . 0., ..... ' WATERLOCK ,4,..... .--•••.---L-..„ -...... ,•••.----....... 16ile".......... .: ...".... .....,. „.... .---.....,....• -"--:-... .4 ... .... • ---- --..- -... ' ...-.....„ -4... .... ..... ... , ...., ..„,..., -.....„ ..,. -.•*-,... . ••• -• ... ............„ .....„ ---...„, -..... ..." 0 .•.: .....'. •••., ........... % , ... ..... ... .........„ S . ... . ...... --4'......ct ..... . ... ... .. -.„, -....., .: e •••• • • .... "... •••■ • ••• ••• s•• .. .4.4,..., : *•••:•••••••:::::::'%, ....:"..N >#',.... OVERLAY .., .,7..,:%,.,. •." „....." -...,.....,2.,,, .....;,,... -,..-•• II yr 11/2" ACCEPTANCE No. : 99-1017.07 APPROVED :December 30, 1999 EXPIRES • :December 16, 2002 MONIER L1FETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE Frank Zuloesa, RAC Roofing Product Control Examiner • :05/41/00 09:08 MEDITERRANEAN ROOF_aTILEi =►'.305 7588484 1v1 1E LIFETILE LLC ACCEPTANCE No.: 99 1012.07 APPROVED EXPIRES LQT CE OF ACCEPTANCE: S'T'AND RD (4yDITIS 9. This Notice of Acceptance consists of pages 1 through 7 and this last page S. ®� END OF THIS ACCEPTAN 1. Renewal of this Acceptance (approval) shall •be considered afte renewal application ocuments en filed and the original submitted docuTents, including test-supporting data, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled Produce manufacturer's Control Approval". or citas State, and the following specific conditions t specifically stated in the his Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Floridd Building code de an fel ting the evaluation of this product and the product is not in compliance with b. The product is no longer the saute product(identical) as the on originally a p c. l; the Acceptance holder has not complied with all the requirements including the correct installation of the product. d. 1'he engineer who originally prepared, signed and sealed the required documentation initially Submitted, is no longer practicing the engineerin profession. rod 4. Any revision or change in the materials, use, and/or , � f unless prior teen a , al c has bee autom:.t►cally be cause for termination oF:this A ece P tatice appropriate fee) and granted by this requested (through the filing of a revision application office. :December 30, 1999 ;December 16, 2002 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process• product, for sales, advertising or any b. Misuse of this Acceptance as an endorsement of any P ocher purposes. 6. The 1lotice of Acceptance number preceded by the words Miami -Dade County, Florida, and p followed by the expiration date may be displayed ir. advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A cop'/ of this Acceptance as well as approved IIt drawings or ts d S t o butors o and 1 shall ` be e , vailable re it shall be provided to the user by the manufacturer inspection at the job site at all time. The engineer need not reseal the copies. 8. Failum to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Frank Zuloaga. RAC Roofing Product Control Examincr • ' MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE C.A.F. Materials Corporation 1361 Alps Road Wayne Your application for Product Approval of: GAF Ruberoid Modified Bitumen Roof Systeins For Wood Deck. under Chapter 8 of the Code of Miami -Dade County governing the use of A lternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:00- 0331.08 Expires:11 /06/2003 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved:07 /06/2000 NJ 07470 Internet mail address: postmaster ©buildingcodeonline.com 4 Vi i) r�V i MIAMI-DADE COUNTY, FLORIDA METRO -D: \DE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO - DADE FLAGLER BUILDING 140 \VEST FLAGLER STREET, SUITE 1603 MIAMI I, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375.2905 CONTRACTOR LICENSING SECTION (305)375.2527 FAX (305)375._553 CONTRACTOR ENFORC ENS ENT SECTION (305) 375.2966 FAX (305)375 -'_403 PRODUCT CONTROL DIVISION (305) 375•1902 FAX (305) 372.6339 . rancisco . Quintana. IZ.A. Director I of 55 Miami -Dade County l3uilding Code Compliance Office Homepage: ht tp: / /www.huildingcodeonline.com GAF MATERIALS CORPORATION Cateoorv: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement GAFGLAS #75® GAFGLAS #80 UltimaTM Base Sheet GAFGLAS Ply 6® GAFGLAS Flex PIyTM 6 Test Dimensions Specification 5, 55 gallons 60 Ib. bags 5 gallons 1, 5 gallons 1, 5 gallons 3 sq. roll 75 Ib. roll 2 Sq. Roll 70 lbs. /ro I l 5 sq. roll 45 Ib. roll 5 sq. roll 45 Ib. roll ROOFING SYSTEM APPROVAL Rooting Approval Date: July 6, 2000 SBS /APP, Modified Bitumen Wood -75 psf See General Limitation #1 ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 2824 ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 2 of 55 Acceptance No: 00 0331.03 Expiration Date: November 06, 2003 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibcred aluminum coating. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type VI asphalt impregnated glass felt with asphalt coating. Frank Zuloaga, RRC Roofing Product Control Examiner GAF ufiATERIALS CORPORATION Product GAFGLAS Ply 4:L GAFGLAS® Mineral Surfaced Cap Sheet RUBEROID® Modified Bitumen Adhesive GAFGLAS® STRATAVENT® Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Nailablc RUBEROID Modified Base Sheet GAFTEMP® Isotherm R Tapered GAFTEMP® Isotherm R GAFTEMP Isotherm RA Tapered GAFTEMP Isotherm RA GAFTEMP Isotherm RN Dimensions 5 sq. roll 76 Ib. roll ASTM D 3909 5 gallons 60 lb. roll various 69 Ib. roll 3 sq. roll 67 lbs. various various various various various Test Specification ASTM D 3178 ASTM D 4897 D 3673 ASTM D 489 D 3672 3of55 Acceptance Nu: 00- 0331.08 Product Description Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surIaced with mineral granules. ASTM D 3019 Fiber reinforced, rubberized Adhesive Type III Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiber glass base sheet impregnated and coated on both sides with asphalt.. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D4601, Premium glass fiber reinforced SBS- Type II, UL Type modified base sheet G2 BUR PA 110 Polyisocyanurate foam insulation. PA 110 Tapered Polyisocyanuratc foam insulation PA 110 Polyisocyanuratc foam insulation PA 110 Tapered Polyisocyanurate foam insulation PA 110 Polyisocyanuratc foam insulat Frank Zuluaga, RRC Rooting Product Control Examiner 'GAF MATERIALS CORPORATION Acceptance No: 00- 033I.tl;t Product GA FTEM1 P® Composite Tapered GAFTEMP® various Composite Test Product 1)i incnsions Specification Description Tapered GAFTEMP various PA 110 Tapered Polyisocyanurate lo:un Isotherm RN insulation various PA 110 Polyisocyanurate Imam insulation with high density fiberboard or Permalite perlite insulation. PA 1 10 Tapered Polyisocyanurate loam insulation with high density fiberboard or Permalite perlite insulation. GAFTEMIP® various PA 110 Polyisocyanurate foam insulation with Composite A high density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam Composite A insulation with high density fiberboard or Perralite perlite insulation. GAFTEMP® various PA 110 Polyisocyanuratc foam insulation with Composite N laugh density fiberboard or Permalite perlite insulation. Tapered GAFTEMP® various PA 110 Tapered Polyisocyanurate foam Composite N insulation with high density fiberboard or Pernalite perlite insulation. GAFTEMP® various PA 110 Fiberboard insulation. Fiberboard GAFTEMP® various PA 110 Perlite insulation board. Permalite GAFTEMIP Recover 1/2" thick PA 110 Perlite recover board Board GAFTEMP® various PA 110 High density wood fiberboard High Density insulation. Fiberboard GAFTITE® g12 Standard Roofing Fastener PA 1 Insulation fastener for steel and plywood decks. 4 of 55 Frank Zuloaga. RRC Rooting Product Control Examiner GAF MATERIALS CORPORATION Product GAFTITE #14 Heavy Duty Rooting Fastener GAFTITE ASAP GAFTITE© Base Sheet Fastener and Plate Galvalume Plates NTB Fasteners Polypropylene Plates Ruberoid® 20 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP I70FR RUBEROID MOP FR Dimensions 3" and 3 '''A" 3" and 3 '/:" I.5 sq. roll 1 sq. roll 103 lbs. 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. Test Specification PA 1 14 Insulation fastener for steel. %'ood and concrete decks. PA 114 Pre - assembled GAFTITE Fasteners and metal and plastic plates. PA 114 Base sheet fastening, assembly. PA 114 Round galvalume stress plates. PA 114 Fastener for use in gypsum. tectum and lightweight insulatinu concrete decks. PA 114 Round polypropylene stress plates. ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 ASTM D 5147 5 of 55 \cccpt n . c No: 00-0331.11S Product D SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and smooth surfaced. Non -woven polyster mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with Lire retardant polymer modified asphalt and surfaced with mineral granules. Frank Zuloaga. RRC Rooting Product Control Examiner CAF "IATERI:\L5 CORPORATION Product RUI3EROID TORCH Smooth RUBEROID TORCI•I Granule RUBEROID TO RC I-I PLUS RUBEROID TORCH FR RUI3EROID 30 RUBEROID 30 FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion RUBEROID ULTRACLAD SI3S GAF Aluminum Roof Paint GAF Built -Up Rooting Asphalt 1)imeosions 1 sq. roll 87 lbs. 1 sq. roll 102 lbs. 3 /4 sq. roll 93 lbs. '/M sq. roll 90 lbs. I sq. roll 92 lbs. I sq. roll 92 lbs. 5 gallons 109. Roll 101 lbs. 5 gallons 100 Ib. cartons, bulk Tes t Specification ASTM D 5147 Acceptance No: (1t1- 0331.08 Product Description Heavy duty, polyester reinforced. asphalt modified bitumen membrane. smooth surface. ASTM D 51.47 Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. ASTM D 51.47 Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface ASTM D 5147 Heavy duty, polyester reinforced, coated with fire retardant asphalt nioditied bitumen membrane, granule surface. ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 PA I00(A) ASTM D 1929 ASTM D 635 Non woven fiberglass mat coated %vith tire retardant polymer modified asphalt and surfaced with mineral uanules. One way valve vent used to relieve built -up pressure within the roof' system. GAF Vent Stacks are available in metal or plastic. None Mineral colloidal bituminous emulsion with reflective aluminum flakes ASTM D 5147 Woven fiberglass mat coated with Polymer modified asphalt surfaced %vith aluminum, copper or stainless steel roil. ASTM D2824, Non- tibered. aluminum pigmented, Type I asphalt roofcoating ASTM D3I2, Intcrply mopping and surfacing asphaR Types I, II, iII and IV 6 of 55 Frank Zufoaga. RRC Routing Product Control Examiner GAF` MATERIALS CORPORATION Acceptance Nu: 0II- 1133I.11;{ Test Prod uct Product Dimensions Specification Description RUBEROID MOD 60 Ib. kegs SEBS modified asphalt Asphalt RUI3EROID MOD 60 Ib. ke�ts SEBS modified asphalt Asphalt L RUBEROID MOD 60 Ib. kegs SEWS modified asphalt Asphalt P GAFTEMP Tapered Various PA 110 Tapered polyisocyanurate foam Isotherm R GAFTEMP Tapered Various PA 110 Tapered polyisocyanurate foam Isotherm RA GAFTEMP Tapered Various Tapered polyisocyanurate foam Isotherm RN GAFTEMP Various Cut perlite board GAFCANTI" GAFTEMP Various Tapered perlite board GAFEDGET't Tapered Edge Strip GAFTEMP PERMALITE® Tapered Roof Insulation GAFTITE® ASAP 500 per box Shingle- MateT" 4 sq. roll Underlayment 30 lbs. GAFTEMP Recover 1/2" thick, Board Various sizes RUB,EROID® Modified Bitumen Adhesive Various 5 gallons PA 110 Tapered perlite board PA 110 Perlite board 7 ot'55 Fiberglass reinforced shingle underlayment PA 114 Pre - assembled fastener and metal and plastic plates ASTM D 3019 Fiber reinforced, rubberized Adhesive Type!!! •ran Zuloaga, RRC Roofing Product Control Examiner CAF MATERIALS CORPORATION TRADE NAMES OF PRODUCTS MANUFACTURED I3Y OTHERS: Pyrox ACFoam 1 Product ACFoam 11 Anchorbond Fastener Deklast Fasteners #14 Deklast Hex Plate Test Dimensions Specification various various various Hy -Therm Nail -line various Hy -Therm SP various Hy -Therm AP various Hy -Therm Stable R various Hy -Therm White various Line 2 7/3" x 3 1/4" Deklast Lock Plate 3" x 3 1/4" Product Description PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate loam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation. PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 110 Polyisocyanurate foam insulation PA 1 14 Insulation fastening, assembly PA 114 Insulation fastener for steel and concrete decks PA 114 Galvalume hex stress plate. PA 114 Polypropylene locking plate. 80155 Acceptance No: Oq- 0- 0331.0 { Manufacturer Apache Products Co. (with current PCA) Atlas Energy Products (with current PCA) Atlas Energy Products (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current I'Ci \) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Celotex Corp. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. (with current PCA) Construction Fasteners Inc. Frank Zuloaga, RRC Rooting Product Control Examiner GAF MATERIALS CORPORATION Product Dek fast Fasteners #I5 Dektast Fasteners #12 ISO 95+ Composite Asphalt Asphalt Primer EPS various High Density Wood various Fiberboard Pclitc /Urethane various Composite Perlite Insulation Polyethylene Red Rosin Rootin`; Nails Tin Caps MB aluminum roof coating Test Dimensions Specification various 4 mil min. various Minimum # 12 Min. 32 ga. x 1 ' 4 " Product Description I'A 114 Insulation fasteners for concrete decks PA 1 14 Insulation fastener tier steel Construction and wood decks. Fasteners Inc. (with current PCA) PA 110 Polyisocyanurate / perlite Firestone ridged insulation (with current PCA) ASTNI D 312 Type III or IV Hot asphlat bitumin adhesive ASTM D 41 Asphalt Primer PA 110 PA 110 PA 110 PA 110 Extruded polystyrene insulation Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Vapor barrier / Air barrier Rosin paper for barrier layer on wood decks Acceptance \o: 00.0331.03 Manufacturer Construction Fasteners Inc. (with current PCA) generic generic generic generic generic generic generic generic PA 114 Corrosion resistant annular generic ring shank nails Corrosion resistant circular generic discs. PA 121 Aluminum roof coating Grundy Industries with cu ''.\ 9 of 55 ran Zuloaga, RRC Rooting Product Control Examiner CA9 : °i\IATERI:\LS CORPORATION P Dens -Deck 1112 Roofgrip #14 Roofgrip Gripdek Fastener Hexcel Fastener I-Iextra Standard Plastic Plate ISO 95+ E'NRG'Y -2 ISORoc Olympic Standard 3" round Olympic Fastener #14 • Test Dimensions Specification various 3" round various various various Product I)cscrihtion PA 110 Gypsum insulation board. PA 1 14 Insulation fastener Ior steel or wood decks PA 114 Insulation fastener steel, wood or concrete decks PA 114 Insulation fastener PA 1 14 Insulation fastener PA 114 Insulation fastener and metal or plastic plate PA 114 Polyolctin plastic plate PA 1 10 Polyisocyanurate loam insulation PA 110 Polyisocyanurate foam insulation PA 110 10 of 55 Polyisocyanurate foam / rockwool composite insulation PA 114 3" round galvalunie AZ55 steel plate PA 1 14 Insulation fastener Acceptance No: 00-0331.0S Manufacturer Georgia Pacific (with current PCA) ITW Buildex (with current PCA) ITW Buildex (with current 1'CA) ITW Buildex (with current PCA) ITW Buildex ith current PCA) ITW Buildex (with current PCA) ITW Buildex (with current PCA) International Perntalite (with current PCA) NRG Barriers, Inc. (with current PCA) NRG Barriers. Inc. (with current PCA) Olympic vlanutacturi 1 Group. Inc. (with current PCA) Olympic iManulacturing Group. Inc. (with current PCA) Frank Zuloaga, RRC Rooting Product Control Examiner ' "C. \f ,•\I:ATERIALS CORI'OR.. TIO` Acceptance No: U0-033 .0S Product Olympic Polypropylene Olympic Fastener #12 Olympic Fastener ASAP Olympic CR Base Felt Fastener and Base Sheet Disc GlasFast Fastener Paroc Base Board Paroc Cap Board UltraGard Instil -Fixx Fastener Insul -Fixx P Test Dimensions Specification 3 25" round various various various 3" round PA 114 PA 114 PA 114 PA 114 PA 114 PA 110 PA 110 PA 110 PA 114 PA 114 11 0155 Product Description Polypropylene plastic plate Insulation fastener Pre - assembled Insulation fastener and plate Insulation fastener assembly for Base Sheet fastening only Insulation fastener assembly with recessed plastic plate Rockw•ool insulation Rockwool insulation Polyisocyanurate foam insulation Insulation fastener for steel and wood decks 3" round polyethylene stress plate tl'Iannfacttirer Olympic (Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Olympic Manufacturing Group, Inc. (with current PCA) Owens - Corning Fiberglas Corp. (with current PCA) Partek, Inc. (with current PCA) Partek, Inc. (with current PCA) Schuller International Inc. (with current PCA) SFS /Stadler (with current PCA) SFS /Stadler (with current PCA) rank Zuloaga, RRC Rooting Product Control Examiner C,:kF aIATERIALs CORPORATION Product Rawl Fasteners tt 12 Rawl Fasteners #14 Rawl 2" Plate Rawl 3" Plate Rawlite 3" Plate 202 HS Super Prep 1I Tru -Fast DL Tru -Fast Plastic Plate Tru -Fast MP-3 Tru -Fast I•ID Test Dimensions Snecitication 2" round 3" round 3" round 3.04" round 3.23" round PA 1 14 Insulation fastener for steel and wood decks PA 1 14 Insulation fastener for use in steel, wood or concrete PA 114 2 " round galvalume AZ55 membrane plate PA 114 3" round galvalume AZ55 steel plate PA 114 PA 121 Roof coating PA 121 Roof coating PA 114 Insulation fastener for steel. or wood PA 114 PA 114 PA 114 12 of 55 Product Description 3" round galvalume AZ55 steel plate for use with Rawlite fasteners 3.04" round polyethylene plastic plate 3.23" round galvalume AZ50 steel plate Insulation fastener for use in wood, steel or concrete decks Acceptance \o: 00-033 LOS Manufacturer The Rawlplug Company Inc. (with current PCA) The Rawlplug Company. Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) The Rawlplug, Company Inc. (with current PCA) The Rawlplug Company Inc. (with current PCA) Thermo- iMatcrials, Inc. (with current PCA) Thermo - Materials. Inc. (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Frank Zuloaga, RIZC Roofing Product Control Examiner CAF MATERIALS CORPORATION Acceptance No: 00 0331.01 Prod uct Tru -Fast Ultra Tru -Fast DP Tru -Fast TP Structodeck EVIDENCE SUI3tMITTED: Test Auencv Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Test Dimensions Specification PA 114 I'A 114 various PA 110 Test Identifier Current Insulation Attachment Requirements Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 PA 114 Stainless Steel fastener for use in steel. wood and concrete decks 13 of 55 Product Dcscrintiou Insulation fastener for use in steel or wood decks Insulation fastener for use in steel or wood decks High density wood fiber Dcscrintiou FMRC 1996 J.I. OT4A I .AM J.I. 1 VSA4.AM J.I. I R I A6.ArM J.I. 0T2Q4.AM J.I. 0Q6A6.AM J.I. 3X3A2.AM Manufacturer Tru -Fast (with current PCA) Tru -Fast (with current PCA) Tru -Fast (with current PCA) Wood Fiber Industries (with current PCA) Date 01.01.96 03.26.92 06.28.93 11.15.91 10.17.91 07.16.91 03.02.94 Frank Zuloaga, RRC Rooting Product Control Examiner o GAF MATERIALS CORPORATION Acceptance No: ( 1133I.113 Test Agency Factory Mutual Research Wind Uplift J.1..0Y9Q5.AM Corporation FMRC 4470 - PA 114 Factory Mutual Research Wind Uplift, f IVIRC J.I. 1 B9AS.AM Corp. 4470 - PA 114 Factory Mutual Research Wind Uplift, FMRC J.I. 3D4Q2.AM Corp. 4470 - PA 114 Trinity Engineering Wind Uplift PA 114 • 4483.04 97 -1 Underwriters Laboratories, Inc. Dynatech Engineering Corporation Dynatech Engineering Corporation • Test Identifier Fire Resistance Classification • UL 790 - PA 114 Wind Uplift PA 114 Wind Uplift PA 114 14 o155 Description R1306, 87NK11819 43600.02.95 -1 4482.02.95 -1 Date 07.29.94 09.04.97 04.30.97 06.06.97 01.01.93 02.02.95 02.02.95 Frank Zuloa, , RRC Rooting Product Control Examiner GAF MATERIALS CORPORATION Acceptance Nu: 00- 0331.0;1 Membrane Type: Deck Type 1: . Deck Description: Base Sheet: PIy Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: SBS ‘Vood, Non - insulated New Construction or Reroof / " or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. GAFGLAS® #75, GAFGLAS #80 Ultima" Base Sheet, GAFGLAS® PLY 41D, GAFGLAS® PLY 6 ®, GAFGLAS FIexPIymt Base Sheet,GAFGLAS'0 STRATAVENT® Nailable, RUBEROID Modified Base Sheet or RUBEROI D s) 20 applied to the deck with approved annular ring shank nails and minimum 1 '/," tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows sta�,gered along the center line of the sheet in the field. (Optional) One, two, or three plies GAFGLAS PLY 40, GAFGLAS'IS PLY 61s PIy or GAFGLAS Flex PIy 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.. One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladT" SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule. RUBEROID® 30. RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladT" SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat of asphalt at 60 lb./sq.. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. + 15% -45 psf (See General Limitation #7) See General Limitation #1. See General Limitation #1. 19 of 55 Fran Zuloaga, RRC Rooting Product Control Examiner WOOD DECK SYSTEM Lit'1ITATiONS: • a 6 c;AI' MATERIALS CORPORATION Acceptance No: uo- 03.31.0ti I f\ slip sheet is required with PIy. 4n0 Flex I'ly"' 6 ,Ind Ply 6L When used as a ntechanicalk listened base or anchor sheet. 2. '/_ Type X gypsuni board is acceptable to be installed directly over the Wood deck. GENERAL LIl`IITATIONS: I Fire classification is not part of this acceptance, refer to a current Approved Rooting, ,Material; Directory for lire ratings of this product. 2 Insulation may be applied in multiple layers. The first layer shall be attached in compliance w ith 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 Ibs. /sq., or mechanically attached using the fastening pattern of the top layer. 3 All standard panel sizes are acceptable for mechanical attachment. \VIien 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 may 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 sidclap and one down the center of the sheet allowing a continuous arca 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 psf. 5 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (E) value of 275 Ibf., as tested in compliance with TAS 105. If the fastener value, as Iield- tested, is 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 the specific system. Should the fastener resistance be Tess than that required, as determined by the Building Official, a revised fastener spacing„ prepared, signed and scaled by a Florida Registered Engineer or Architect may be submitted. Said revised fastener spacing utilize the withdrawal resistance value taken from Mianii -Dade Protocol TAS 105 and calculations in compliance with Miami -Dade Rooting Application Standard RAS 117. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas. as calculated ill compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Miami -Dade Roofing Application Standard TAS 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 desiuns shall conform with Miami -Dade County Roofing Application Standard TAS 1 1 1 and the wind Toad requirements of Chapter 23 of the South Florida Building Code. 9 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field. perimeters, corners). No rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters. extended corners, and corners). limitation is specifically referred within this NOA, General Limi .y a rive' tfi(t be applicable.) 54 of 55 Frank Zuloaga. RRC Rooting Product Control E.raminer C.- 4 CORPORATION NOTICE OF ACCEPTANCE STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documentation, including test supporting data. engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name. city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3 Renewals of Acceptance will not be considered it': a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is.no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and /or nt`anufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. I f any portion oldie Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 3 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages I through 55. END OF THIS ACCEPTANCE 55 of 55 : \ccrpi I Ice N.): 11 11 - 11331.115 Frank Zuloaga, RRC Rooting Product Control Examiner ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) Continued Deck: NC Incline: 1/4 • : ` Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251 ".or " Polyfoam 303 ", 1 in. min. Base Coat: One or two applications "Gacoflex UB- 7050", applied at 1 gal/sq /application or three applications, applied 1 -1/4 gal/sq /application '(16 -32 dry mils) urfacing: "Gacoflex UA -65" Series (various colors), applied-1 gal/sq (12 dry mils). Incline: 1/2 ` • Deck: NC ' Foam: "Poly -Iso" or'.'Poly -Iso Special" with " Polyfoam 251" or " Polyfoam 303" l in min ' Base Coat: One or two applications "Gacoflex UB- 7050 ";applied at 1 gal /sq /application or three applications, applied 1 -1/4 gal/sq/application ( -32 dry mils). urfacing: "Gacoflex UA -60" Series (various colors), applied I gal/sq (15 dry mils). Deck: NC Incline: 2.` Foam: Poly =Iso " •or Poly -Iso Special" with " Polyfoam; 251" 'or " Polyfoam 303 ", 1 in. min. d Base Coat: "GacoSilS- 1000 ", applied at 1 gal/sq ( 10 dry mils). Surfacing: "Gacoflex S- 1000 ", applied at 1 gal /sq (10 dry mils). Deck: NC Incline: 1 ` Foam: "Polyfoam 251" or "Polyfoam 303 ", any thickness. Surfacing: "Gacoflex Ure- Shield 7007 ",I40line: mils. Deck: NC Foam: " Polyfoam 275 ", any thickness. Base Coat: "Gacoflex A- 6211 ", 1 -1/2 gal/sq (14 dry mils). s Surfacing: "Gacoflex A-6200" series (various colors); 1- 1 /2,gal /sq (14 dry mils). 4, Deck: NC Incline: 2 Foam: Polyfoam 251, " Polyfoam 275" or "Polyfoam 303 ", any'thickness. Base Coat: One or two applications "Gacoflex UB- 7050", 'applied at 1 gal/sq. /application (16 -32 dry mils). Surfacing: One 'application of "Gacoflex A -55 Series ". (various colors)t applied at 1 -1/2 gal /sq.. (15 dry mils). • • 35. Deck: NC Incline: 1/4 Bate Coat: "Ga "Gacoflex UB-64," applied at 1-1/2 2 gal /sq 303", (18 dry any m ls) TrOweL .Coat: 30/60 mesh crushed walnut shells mixed at a rate of ��55 It{/gal with "Gacoflex UB-64," applied at 1 -1/2 gal/sq or "Gacoflek B -64 ", applied at 1 -1/2 gal /sq (18 dry mils) followed by the broadcast pplication of.30 /60 mesh crushed walnut shells applied at 7 -8 lb /sq. Surfacing: "Gacoflex U -66 ", applied at 1/2 gat/sq..,(6 dry mils). AF MATERIALS CORP ' R1306 1361 ALPS RD, WAYNE NJ 07470 "RUBEROID 20" or "RUBEROID Modified Base Sheet" may be utilized as an temate to Type G2 base•sheets in any of'the' following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) Georgia -Pacific "Dens- Decke" overlayment board 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 ptacedibelow the dverlayment board. •' • • Also, multiple plies of " GAFGLAS Ply 4" or "Ply 6" may be aOhered to ens - Deck" in hot asphalt: " GAFGLAS Stratavent:Nailabte Base Sheet" may be mechanically attached or of mopped over noncombustible decks and as a recover over existing ,roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over 'EVERGUARD" nsulation in any of the following systems. 1999 Riiofing :Mate ;v ASPHALT FELT SYSTEMS WITH HOT ROOFING ype G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or'-"GAFGLAS Premimum Base Sheet") is a suitable altemate for- Type Gi asphattiglass fiber ply sheet ( "GAFGLAS Ply 4" or. "GAFGLAS Ply 6 ")•in the Class A, B pr' C ems indicated below. '' ' • '` " ' The roof deck may. first be •covered with a Type G2 asphalt glass mat base sheet " GAFGLAS Stratavent - (Vent -Ply) perforated" or " GAFGLAS :Stratavent to-be (Vent-Ply) for •nailable decks ". Perforated to be. mopped t ; ; mechanically attached granule side down. As an option Type G2 asphalt glass' mat base sheet ( "GAFGLAS #7.5' BaSe Sheet", " GAFGLAS #80 Premium Base Sheet" or "GAFGLAS Stra6yent (Vent-Ply) for imitable decks ") may be substituted-for G1 asphalt glass fi er ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the nailed base ply:in a following • systems. • . r Bottom ply or base'sheet may be solid mopped, spot mopped or. me hanicalty fastened. • Unless otherwise indicated, all.insulations may'be•hot.mopped oi?mechanically fastened. 1/; i : System's :Directory ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS'(TGFU) Continued "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed elow.,• • , When "partite ". is refertgl, this includes "GAFTEMP PERMALITEef or any othef•UL. Classified perlite insutatidn. • • • 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 beyrctuded 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 dens riot , 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, 8 or C systems. • ' "GAFTEMP Isotherm RA ", ; "GAFTEMP Tapered Isotherm RA" and "GAFTEMP Composite A" may be substituted for any isocyanurate 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„ •,: ,_ ... • Class•A, B and C. Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. .o•, • , • Class `A 1. Deck: C -15/32 • Incline: 3 Insulation (Optional): ppne . or more layers perlite, wood fiber, glass - ''�' fiber;., isocyanuratgruretil perlite / isocyanurate composite, perlite/ \,21 •' urethane composite; wood •fiber / socyanurate composite, phenolic, any thickness. Ply hot Three or(rrrore layers Type Gi " GAFGLAS Ply 4" or " GAFGLAS Pty Surfacing: -Gravel:, Incline: 2 Deck: C -15/32 Insulation • (Optional): One of more layers perlite; wood fiber,. glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, Pertite/ urethane composite, wood fiber / isocyanurate composite; phena iti any • y thickness. - - •' Ply Sheet Three' or More layers Type G1•"GAFGLAS Ply 4" or " GAFGLAS Ply LOOK FOR.THE'.UL MARK,OW"PRODUCT 141 .o Ca • Sheet One layer Typ G3 "GAFGLAS Mineral Surfaced Cap Sheet". P 'Deck: NO' •:''' `• ,. ;.' ''�" Incline: 2 . Insulation (Optional): Qp er -more layers pert ter' wood fiber, glass fiber, isocyanurate. "ureth perlite / isocyanurate composite,• perlite/ urethane composite, wood fib composite, phenolic; 2 in. max. Ply Sheet Two or more layers Type G3 " GAFGLAS, Ply 4" or " GAFGLAS Ply Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 4t," Deck: NC', ,:• r t: - . ' Incline: '1/2 . Insulation: One br two laye "Isotherm R", 4 in. max, hot mopped. - Ply Sheet:, Any,UL Classified gravel surfaced•Class A asphalt •glass fiber mat system. Incline: 1 eck: C -15/32 :r - SlipiSlieet.(Optional): Red rosin paper, nailed to dec , Bas& Sheet: One. layer G2 " GAFGLAS 1475 Base ,,* nailed). ,vi,.. ; - , - , . , _, ..,,,- .,/- • Ply Sheet One_ or more layers of Type Gi " "GAFGLAS Ply 4" ar ply .J.,t 6.': .t _ of ,' G-3 .. ".rM, •e• Mineral S...F lays Sheet". . i Cap Shy NC dine: 3 Base Sheet One . layerofType G2 :GAFGLAS 875 Base Sheet". • ' Ply Sheet One or more Layers of. Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet". 7. Deck: C -15/32 •• 2 . Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite / isocyanurate xomposite,• perlite /urethane Composite, phenolic, !c ,1.0 in. min (offset from plywood joints 6 in.). - Base Sheet: One or more layers of Type Gi, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or ' , "Ruberoid Mop Plus" (granule).!' • Cap Sheet: " GAFGLAS MineraL.Surfaced Cap Sheet", hot mopped. 8. Deck: C -15/32 Incline: 2 glass Insulation. (Optional): One or more- layers perlite, wood fiber, g fiber, isocyanurate, urethane; perlite / isocyanurate composite, perlite/ urethane .composite, wood fiber / isocyanurate composite, - phenolic, any thickness. e. a 144 ROOF COVERING MATERIALS (TEVT) 1'999 Roofing, Materials ,and, Systems Directory ROOFING SYSTEMS (TGFU) — Continued Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped in place. .,.. Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS•Ply 4" or "Ply 6" hot mopped in place.' ' • Membrane: "Ruberoid Torch 170FR" (granule)..' : n. . Surfacing (Optional): "GAF Fibered• Aluminum Coating" at 1 -1/2 gat/sq or GAF Weather Coat Emulsion at 3 gal /sq:. . 14. Deck: NC Incline: 1/2 ' c Insulation (Optional): Isocyanurate, wood fiberboard, perlite; glass fiber, any thickness, hot mopped , or mechanically fastened in. place. Joints offset 6 in. • Base Sheet: One or more • layers of "GAFGLAS #75. Base Sheet", hot mopped in place. - • Ply Sheet (Optional): One or more layers of "GAF GLAS Qly.4" or/21y 6" hot mopped in place. ' . • ' Membrane: "Ruberoid Torch 170FR" (granule). ! ";,..,_ Surfacing (Optional): GAF Weather Coat Emulsion applied a/ 3 gal/sq or GAF Fibered Aluminum Coating at 1 -1/2 gal/sq. • 'u r ck: C -15/32 Incline: 1/2 nsulation (Optional): Perlite, fiber glass, isocyanurate, perlite/ isocyanurate composite or phenolic • ' Base Sheet One or more layers-Tyke G2 r 3e sheet,. hot mopped or mechanically fastened. ```��� . Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. Membrane: "Ruberoid .Mop FR" or "Ruberoid Mop 170 FR" (granule)c . 1 16. Deck: C -15/32 .' Incline: 1 /2,v . .1 ' • Insulation (Optional: Perlite, fiber glass, isocyanurate; urethane „perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. ..f. Base Sheet One or more layers of .Type G -2 or 6.3' base sheet, hot mopped or mechanically fastened. • : • Ply Sheet (Optional): One or more Layers of Type 6 -1, hotsmopped in place. Membrane: One layer of "Ruberoid Torch” or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch 170FR" or "Ruberoid Mop FR" (granule) s, f, 17. Deck: NC Incline: 1 .. Insulation (Optional):. Perlite, fiber glass, wood-fiber, isocyanurate, urethane, perlite/isocyanurate composite or phenolic. Base Sheet One or more layers Type G2 or'G3 base sheet, hot mopped or mechanically fastened. , . Ply Sheet (Optional): One or more layers Type 61, hot mopped,in•place. Membrane: One layer of "Ruberoid Mop. FR" or °Ruberoid. Mop 170 FR" (granule). ... • .. ' 18. Deck: NC .. Incline: 1/2 Insulation (Optional):. Perlite, fiber glass, wood fiber, ' isocyanurate, urethane, perlite / isocyanurate composite or phenolic: : ' Base Sheet (Optional): .One or more layers of Type G-2 .or. G -3 base sheet, hot mopped or mechanically fastened. •. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. .. • .. ... i Membrane: ;One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of. "Ruberoid Torch 170FR ", "Ruberoid Mop FR" or "Ruberoid Mop 170 FR ". (granule): ' ' . • .! 19. Deck: NC .. ' . Incline: 1/2- Insulation (Optional): One or more layers of perlite, glass: fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, any thickness. ` Base Sheet One or more plies 61 or1G2, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "ldo. 6160" _cold applied adhesive at 1- 1 /2 "gaVsq. - ' , '' Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co :. "N6 -'81" or Gibson -Homan "No. 6160" cold applied adhesive at.1 -1/2 gal/sq: 20. Deck: C- 15/32 . - Incline: 1/4 Insulation: Polyisocyanurate, any thickness. :. Base Sheet: "GAFGLAS #75" (Type G2), mechanically attached. Membrane: One or more plies of °Rubberoid Torch (smooth). Membrane: "Ruberoid Torch 170FR" (granule). ... , 21. Deck:. C -15/32 Incline: 1/2. Insulation (Optional): Polyisocyanurate, wood fiber, per ice, fiber any thickness, hot mopped 'or mechanically fastened :. .. . Base Sheet One or more plies of Type G2 "GAF�75" or "Ruberoid 20 FR" base sheets, hot mopped or mechsPlit�jly. nod._ . _ --- • Membrane: One or, more plies of "Ruberoi 0 FR" hot mopped in place. 22. Deck: C -15/32 Incline: 1: . ' • Insulation (Optional): Polyisocyanurate, wood fiber, perlite,. or . glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet or more plies of Type G2 "GAFGLAS #75" hot mopped or mechanically fastened. LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued .Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", hot .mopped in place. ' .: :Membrane: One or more plies of "Ruberoid 30 FR ", hot mopped in place. Deck: C-15/32 .. . .. ' r Incline: 1/2 • • '. Insulation (Optional): Fiber glass or perlite, mechanically- fastened. • Base Sheet: One or more layers Type G2, hot mopped or mechanically - fastened. Ply Sheet: Two or more layers Type 61, hot mopped or mechanically fastened. • Membrane: "Ruberoid. 30" or "Ruberoid Modified Cap Sheet 601 ", hot mopped in place. • 24. Deck: NC Incline: 1/4 ','Insulation (Optional): Polyisocyanurate, perlite, glass fiber or wood fiber,'2'in. max. Base Sheet: Type 15 asphalt organic felt, Type G2 or "Flex Base 60" (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoido Torch 1" (modified bitumen). . Surfacing: 'Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Aluminum Roof Coating" • at. 1 t 2 gal/sq. ' 25. beck: C -15/32 . Incline: .1/4 • B nsulation: Two layers glass fiber (staggered joints), 1 in. each. ase Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt. 'Membrane: "Ruberoido Torch 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum'Asphalt Roof Coating" at 1 to 2 gal /sq. 26. • Deck: NC : Incline: 1/4 Membrane: "Ruberoido Torch 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt 0 . Roof Coating" at'1 to 2 gal /sq. 27. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, wood fiber or glass fiber, 1 in. max, mechanically fastened or adhered with hot roofing asphalt. Base Sheet Type G2 or "Flex Base 60" (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: "Ruberoido Torch 1 ", heat fused. Surfacing: Monsey Products "Endure Aluminum Roof Coating ", "Weather Check" or "Pro -Grade Aluminum Roof Coating ", 1:5 gal /sq. 28. Deck: NC Incline: 1/2 • Insulation (Optional): Perlite, wood fiber, glass fiber or isocyanurate/ urethane board, 2 in. max, mechanically fastened. • • Base Sheet: Type G2 (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. - Membrane:. "Ruberoido Torch 1" (modified bitumen), heat fused. Surfacing: Monsey Products "Dura- White ", "Endure White Elastomeric •Roof Coating" or "Pro -Grade White Elastomeric Roof.Coating ", 3 gal /sq. 29. Deck: NC Incline: No limitation Insulation. (Optional): Polyisocyanurate, urethane, glass fiber, perlite, wood fiber, any combination in any thickness, mechanically fastened or adhered with hot roofing asphalt. Base Sheet: Type G2 (modified bitumen), mechanically fastened. . Membrane: "Ruberoido Torch 1 ", heat fused. Surfacing: "Tuff- Corp" field mixed insulating coating composed of 6 -2/3 cu ft of perlite, 7 lb of "TC -500 Masterbatch ", 94 lb Portland cement and 17 gat of water spray applied to min 1/2 in. 0. Deck: C-15/32 Incline: No limitation Insulation (Optional): Polyisocyanurate, urethane, glass fiber, perlite, any combination in any thickness, mechanically fastened. Base sheet: Type G2 (modified bitumen), mechanically fastened or adhered with hot roofing asphalt. Membrane: 'Ruberoido Torch 1 ", heat fused. Surfacing: "Tuff- Corp" field mixed insulating coating composed of 6 -2/3 cu ft of perlite,'7 lb of "TC -500 Masterbatch ", 94 lb Portland cement and 17 gal of water spray applied to min 1/2 in. . 31.. Deck: NC . Incline: 1/2 Insulation (Optional): Glass fiber, perlite, wood . fiber, 1 . in. max, mechanically fastened or adhered with hot roofing asphalt.. Base Sheet Type G2, .mechanically fastened or adhered with hot roofing •, asphalt. i . , Membrane: 'Ruberoido Torch 1" (modified bitumen), heat fused. Surfacing: Henry "No. 229 Asphalt Emulsion" at .1 gat/sq or GEO Industries "No. 929 Aluminum Emulsion" at 1 gal /sq. _ . • • 32. Deck: NC . ' Incline: 1/2 Insulation: Polyisocyanurate, glass fiber, perlite, wood fiber, hot mopped •,or mechanically fastened any thickness. Base Sheet Type G2, mechanically fastened or hot mopped. Membrane: "Ruberoido. Torch 1 ", heat fused in place: Surfacing: Henry, "Henry 520 Aluminum ", applied at 1 -1/2 gal/sq._ GEO•TECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS Miami, March 28, 2001 DYNATECH. ENGINEERING 0)RP. Mr. Jim Obenour OBENOUR .ROOFING SI•IEE'I' METAL & SUPPLY CO. 9301 Park Drive Suite A101 Miami Shores, Fl 33138 . Re: Existing Building @ 581 NE 91" Street & 9101 Park Drive Miami Shores, Fl Dear Mr, Obenour: TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Pursuant to your request; DYNAT ECII ENGINEERING CORP., conducted an Asbestos Roof Survey on March 28, 2001 at the above referenced project. The purpose of our inspection was to secure bulk samples for analysis to determine the presence of Asbestos Containing Roofing Materials, 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: l . Aluminum coated roof system Over wood deck. 2. Aluminum coated flashing bull At drip edge. Paint only was found with 2 -3% Chrysotilc fibers. Paint was found with 2 - 3% and bull With 6 -7% Chrysotile liners. 750 West 84 Street, llialeah, I -L 33014 -3618' Phone (305) 828 -7499 o Fax (305) 828 -9598 - FILE No . 697 04/03 ' 01 PM 0150 I D :00 -3500 4 • Page No. 2 1775 SW 2 '"' Avenue Sincerely yours, Wi - Naeunani, P.L. DYNA'1'LC11 ENGINEERING CORP. Engineer Florida Reg. No. 395R4 Asbestos Consultant Number I ':A 0000045 WN /no FAX :3058289598 PAGE 2 Based on our visual inspection, physical site assessment and potential for damage, it was evident that the roof material is considered Category 1 - Non friable material. It is our opinion that this materials need not be removed prior to demolition because generally these materials do not release significant amounts of asbestos fibers when damaged. Yet, in the event of future repair and replacement of the roof material, all work shall be conducted by a Florida. Licensed Roofing Contractors with on site Rooming Asbestos Supervision as provided in Section 469.012 of F.A.C. and in compliance with NEST-TAPS and. OSHA regulations. We further recommend a competent person be on site for Air Monitoring during removal of A.C.M. This inspection report is the results of a diligent search of the facility for asbestos containing building materials (A.C.13.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, all activities should imm.edia.tely cease and the suspect material brought to our attention for evaluation and recommendation. This report is designed to aid the building Owner, Architect, Construction Manager, General Contractors, and Potential Asbestos Abatement Contractors in locating ASBESTOS CONTAiNED MA'1 I RIALS. 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. 1.: 1 a Jl itS I' :u f ; U INP'' "Itt H� ut� E ,, `; .., ; f , f ?f: ;r • L 1 ;1 d u y �.� no I `' ;, f 7;r "1y�l( �cd � • I hII l }(� i d' FILE o .,6V7 ,04/03 '01 PM 01:51 I D : 00 -3500 Date Client Project DYNATECH ENGINEERING CORP. ASBESTOS SAMPLING REPORT 750 W. 84th Street, Hialeah,FL 33014 03 -28 -01 OBENOUR ROOFING SHEET METAL & SUPPLY CO. Existing Building @ 581 NE 91" St. & 9101 Park Drive, Miami Shores, Fl NE SIDE OF ROOF AREA S. SIDE OF ROOF AREA N. SIDE OF ROOF AREA E. SIDE OF ROOF AREA W. SIDE OF ROOF AREA S.W SIDE OF ROOF AREA N.F SIDE OF ROOF AREA IT = Friable NI' = Non Friable NAD = No Asbestos Detected CHRY = Chrysotile FLAT CEMENT TILES OVER A WOOD DECK F1.A'l' CEMENT TILES OVER A WOOD DECK FLAT CEMENT TILES OVER A WOOD DECK ALUMINUM COATED ROOF SYSTEM OVER A WOOD DECK ALUMINUM COATED ROOF SYSTEM OVER A WOOD DECK ALUMINUM COATED FLASHING BUI.I. AT DRIP EDGE ALUMINUM COATED FLASHING BLII.T. AT TRIP EDGE Condition G = Good D = Damaged S = Significantly Damaged FAX :3058289598 PAGE 3 THROUGH OUT TI- (ROUGH OUT THROUGH OUT 30 SQ FT 60 SQ FT 5SQ1 8 SQ FT. X x G/L G /L (3/1, G /I, Analyzed by: Premnath Roodoosing DYNATECH ENGINEERING CORP. NIOSH 582 Cert. #7ME090203003DS Potentti 1 For Damag L = Low M= Medium FI = High NAD NAD NAD PAINT ONLY WITH 2.3% & BULL 6 -7% CI- 1RYSOTI1.F, FIBERS. PAINT ONLY WITH 2.3% & RLJI,I. 6 - 7% C'I IRYSOT FIBERS PAINT 2 -3% & BULL 6 -7% CI IRYSOTILE FIBERS PAINT 2 -3% & BULL 6 - 74 r CI- IRYSOTILE FIBERS r Dynatech Engineering Corp. 'ent: OBE ROOFING Scale: SKEET METAL i SUPPLY C l49r N.T.S. reject: o o� o t STeii1i d Date: Chairman Member __ - _- Member . Council Approved U Vt. DD Dr:_ DQCE 4 DUNG E `(IS F7C'..10(``�" DERA[ YL E M ' ArP `'J nMD FUR E3 MDD :A D DD GA 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 nut. A copy of approved plans and specifications must be kept at building during progress of the work. Date. �C+ ____ -_r - -• u9 S S D G i i� No Owner's Name and Address . -�_�t - Q .__r . n Registered Architect and/or Engineer...- _ .J ACV- tL S C w F3 a '4 r " OO o Pk; G Name and address of licensed contractor___. ___ __ _ -10.017 L Location and legal description of lot to be built on: Lot.- .2z? __ . -._2— Block 51' Street and Number where work is to be done State work to be done and purpose of building (by floors)__ New Building To be constructed of Kind of foundation Estimated Total cost of improvements $ Zone cubage required Distance to next nearest building___ ___ _ _ _____ __ Maximum live load to be borne by each floor_-_ Subdivision._ . Remodeling Addition Repairs._ .__ No. of Stories Roof Covering__ 4 To < C B) Amount of Permit $ � ' • �= �= II 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 permit 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, Permanent 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 f ection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only sue subcon actors, on work to be performed under this permit, as are licensed by Miami Shores Village. , Remarks-- - - - - - -- - - - -- - . -. (Signed). fiyl �- 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 Nom (I 6 isapproved ( Signed) "' ! °.-- - Build 'y. Inspector Date ___. I PLANNING BOARD__ 1 2. v6 b fl1J (T r Ly and for no other purpose. _Plan Cubage__) 7. q 1 r 14- F? Size of Building Lot T.3 47 tr, G •� UCH to me well known, Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires__ DATE Member Member Member _ _Date Disapproved NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has Firer obtained from the Planning Board. A re-inspection fee of $1.00 will be charged when such re- inspection i ade necessary by improper not ' tor insi.t ion or faulty materials and/or workmanship. C C:1 D c CN t - ? z C Date State work to be done MIAMI SHORES VILLAGE UILDING INSPECTION EFARTMENT A( PUCATION FOR UILDING 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. //7 2.3 Date DO (;O OP 8 '969 19 R©g� ooato tre t 1 PVC) Name and Address - No Registered Architect and /or Engineer Name and address of licensed contractoA Location and legal description of lot to be built on: Lot Block Subdivisi 581 Wv Street and Number where work is to be done and purpose of building (by floors) A p "ca Rot F-m.ic. New S.d , 1Y©%`i,€ - Remodeling To be constructed of Kind of foundation Estimated Total cost of improvements $ D OO OO Zone cubage required Distance to next nearest building Building Inspector Chairman Member Member .." pt ctG Tin tr 3211 not t ;O p -oa 1-90 Addition Repairs No. of Stories Roof Covering Amount of Permit $ .Plan Cubage Size of Building Lot PLANNING BOARD DATE Member Member Member Notary Public, State of Florida 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 I `-' MSE RooZi g Co © ® The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under she Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup element, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contra∎ srs employed by him in the work to be performed under this permit; and will post or cause to be posted for ins ction o the • _ of the Ark such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub .ntr+c C/, on�'or. 'o b ?performed under this perrnit, as are licensed by Miami Shores Village. 4P 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 to me well known, 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 Date Read, Sworn to and Subscribed before me. Disapproved Date (Signed) My Commission Expires Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workinanship. 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 Buildin 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. Owner's Name and Address ZAP UCATION FOR BUILDING PERMOT Et: Regiaered Architect and /or Engineer Name and address of licensed contractor G AtervrN 10OFr(W - Co f___4ic • - 301 Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done Sib YE 21 S _ fV�+w geoF _ ;8 S State work to be done and purpose of building (by floors) MAAIv11 SHORES VILLAGE UILDING INSPECTION DEPARTMENT Date D kw SCIMMT— No and for no other urpose. New Building V Remodeling Addition Repairs No. of Stories 1 To be constructed of Kind of foundation Roof Covering 5/ft 'iscC 71 CC Estimated Total cost of improvements $ 1160, 0'O Amount of Permit $ 7,00 00 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 ( Signed) Chairman Member Member _. The undersigned applicant for this building permit 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 work such ublic notice or notices as are required by the Act. The undersigned agrees to employ only suc bcontractor on work..t be perfo permit, as are licensed by Miami Shores Village. Remarks (Signed). _ 4 l ., .f - : = 1 . . _ 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._— _ ----- _122. 7L Date ____.__Y! - 76 Read, Sworn to and Subscribed before me. Disapproved ___ _ _._ Date_ as R z ________. r Building Inspe r PLANNING BOARD to me well known, Notary Public, State of Florida My Commission Expires DATE -a_ , Street C0L-t(C+/5 EVE; . I 5L-= - -no now Member Member Member Council Approved ----- _ Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. A PLACATION FOR UAL r � Owner's Name and Address.. Registered Architect and /or Eng neer .._.... ___.._ __.. -.. Name and address of licensed contractor Disapproved (Signed) _..._ - `" i% Building spector IAMI SHORES V9LLA E BUILDING INSPECTION DEPAr=TMENT Date 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. No Street Location and legal description of lot to be built on: Lot Block 1 div 'on Street and Number where work is to be done. - -_ %!e `-i2A State work to be done and purpose of building (by floors) �C c-x'i off+- -e ?? and for no other purpose. New Building_._ -."-- Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundati�op Roof Covering , -��a3„! Estimated Total cost of improvements $ l _g... 5 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 PLANNING BOARD DATE PERM OT (3pec) 19 The undersigned applicant for this building permit 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, Permanent 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 work such public notice or notices as are required by the Act. The undersigned agrees to employ only such bcontractors, on work to be 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 to me well known, 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 /0 Date t �� Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires Chairman Member Member Member Member ..._ . Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. No. RESULT No RESULT No. RESULT No RESULT No. RESULT 1 -5 Passed 21 -25 Passed 41-45 Passed 61 -65 81-85 6 -10 Passed 26 -30 Passed 46 -50 Passed 66 -70 86 -90 11 -15 Passed 31 -35 Passed 51 -56 Passed 71 -75 91 -95 16 -20 Passed 36-40 Passed 57-60 76-80 95 -100 Tos ir1 E u3 mart D11p 1 Chntiner1 DFIS 203 NELCO TESTING AND ENGINEERING SERVICES Dvihm -®ede County Approved T©stong Leil3F240 y CorrrtEen3con Xo.:o , 182.0 CONCEIJTL A7IEIID LOAD 112071ING ®1 T L1O DIF AIL ITT COMPLY W11'II'IEI I ITRZ- IDAIIDI COUNTY IPL ©1 ©C L IDA -Iles PROPERTY ADDRESS: 581 ne 91 st. Miami. Shores PERMIT No: 48707 OWNER: Stobs PCA No: CONTRACTOR: Obenour Roofing ROOF PITCH: 3:12 ROOFING SQUARES: 53 INSPECTION DATE; 5/30/01 TILE TYPE: Atlantis TEST DATE: 06/03/01 CONTACT PERSON Yusi (305)205 -0327 THIS ROOF HAS PASSE I.J FAILED THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY PA 106. 9'8BA(1 QW 111 Qavaxao- @ooutro 11A 1Wcomveo VI. 111114 TEST RESULT TABULATION OOF11NG SKETCH" 20 18 t6 13 12 21 99 17 11 'WA 23 3 5 7 8 90 24 9 4 6 9 J O B N U M B E R ; R - 01 0 61 1 u rod TQ34ert Ftr ©: 25 a: Jose Martinez Profession.: ' ngineer No. 00311509 State of ] ilorida VAL. ©• (16141 `94Q- Q`77Q Roo. V- &16666- T.T.1166 ®€343