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RF-06-1659Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/17/2006 Inspector: Grande, Claudio JUL 1 9 RECD Permit Type: Roof Inspection Type: Final Roof Owner: VILLAGE, MIAMI SHORES Work Classification: Roof - New Job Address: 10000 BISCAYNE Boulevard Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Phone Number Parcel Number 1132050200010 Lot: Phone: 305 - 757 -2612 Building Department Comments Thursday, July 13, 2006 Page 1 of 2 1 0((° Inspector Comments Passed l� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Thursday, July 13, 2006 Page 1 of 2 Miami Shores Village e,lag 1 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING D Permit No. PERMIT APPLICATION `U 2606 aster Permit No. FBC 2001 B Permit Type (circle): Buildin Eledtric Plumbing Mechanical Roofing lf' Sid 6 • Owner's Name (Fee Simple Titleholder) 1.4n l / 1 ..2.6 / Phone # 305' 7S /— 24 Lt, Owner's Address l/,i, ,►% 1hio /OZao ,c%' 2 1v E City r ')&OL 1 State .,. Tenant/Lessee Name . e. I/./. Job Address (where the work is being done) City Miami Shores Villa • e Is Building Historically Designated YES NO 1✓ Zip Phone # 5/,3 3 -39'02 / 7qr -2381 Caez.remer 51-/e46) County Miami -Dade Zip 3 3/3 B Contractor's Company Name Contractor's Address 9301 or 114 (10,.€, c City 1 ie;111) _VOW) Qualifier afO r ,t), D. CC'Cc f /3o 4 State Certificate or Registration No. Architect/Engineer's Name (if applicable) State, - Phone # 304:- 1..T1 -024. /. —• !b) Zip 3, CC6000 -/ Certificate of Competency No. Phone # 80 n $ Value of Work For this Permit 3 d Type of Work: [Addition Desc ' Work: Oe?i_o Ca/Le A4-6C DAlteration [New Square Footage Of Repair/Replace D Demolition ************************^**** FPps * * * * * * *** * * * * * * * * * * * * ** * * * * * ** Submittal Fee $ 0 Permit Fee $ CCF $ 40 4 O /CC Notary $ Training/Education Fee $ -7 - SCJ Technology Fee; $ 16- (2. Scanning CC) Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 4-7 2 ,, 5 Z (Continued on opposite side) j1lN 2 6 PAID Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a. copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. V Signature 244— Owner or Agent The foreg ing instrument was acknowledged before me this 1 day of /',by Signatur Contractor The f.Z? going instrument was acknowledged before me this , day of ,20 ,by who is personally known to me or who has produced who is personally known to me or who has produced NOTARY PUBLIC: ,� Sign: ��" O""°�"i4, TATS FL 'r IC,CT 7.1 OF 1-17.D.91, As identification and who did take an oath. as identification and who did take an oath_ NOTARY PUBLIC: Print: 117,5 S.A. ;Dim 1 D. e T ��C�J�uS`�S31L = I• i.J4L■3808 My Commission Expiregc . v EXPI.RES, APRIL 02, 2009 Bonded Thru Atlandc Bonding Co., Inc. ic**atr******* ae**sY***aYf sY*ieaY*ie**** ***aYaY*aY &fry *** tie ** ***,aatr***** ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 Sign: Print: :1 j-Ai:f My Commish * * * ** SLATE OF FLORIDA SANDRA 0.HART 00:33- r;S1C}N = DD403@OS ■ &WIr`5, ATOLL 02, 2009 duNaRe.kilantic Bonding Co., Inc. ******** II***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ,, Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 1 111111111111111111111 11111 1111111111 1111 1111 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. CFN 2006R0693049 OR BI< 24665 Ps 3372 ► (1s) RECORDED 06/26/2006 12 :55 :40 HARVEY RUV'IW r CLERK OF COURT MIAMI -DADE COUHTYP FLORIDA LAST PAGE 1. Legal description of property and street/address: l 0 D 0 13 rag I"l, (4w) 5 1-4,011-cs —C 3 3 t.3 43 2. Description of improvement: 4' i �. �� h� ,� Lip � � a cam-- Ft›./4-re- 3. Owner(s) name and address: N,La y34j.. - S t 0056 'fie 2AJ Interest in property: Name and address of fee simple titleholder: act- t 064,14,t Sir A-wt 1 sit() Xce. -3 4. Contractor's name and address: 61"14441.1.4 /14,4-10( 'q3ot u5- (, '' siccam. A -ibt etc s4bud Z 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: • 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different to is specified) Signature of Owner Print Owner's Name A3 \jg, , Sworn to and subscribed before me this 07'' day of Ppiqtr Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 10/04 aktd Dr ..,, rs * nR';D ,yw.i.s ... ,te s N DILL 1) , x.� .T CoNi3TISSi» = DD4O3308 g,Ss APRIL 02, 2009 Bonded Thty Atlantic Bonding Co., inc. - Prepared by , 20 Address: STATE OF FLORIDA, COUNTY OF DADE f HFREB Y CERTIFY that this is a trur•' cola re led in This office o , 0 Y day of WI1T4E " . V1= nd &id O0R:f.,4, IN, CLER' Courts D.G. By • • ••• • • • ••• •• •• • • • • • • •• ••• • • • APPENDIX "F" • • • • • • ' • REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIOFRATPONS ' "' \s it pertains to this : \ppend'x •1.' tt is the irsp0n.thilit t,t the i, qslin contractor to j)tyv'011ie ow1>♦:reioft tti4',yJri•re'l tooting permit. to provide the owner with this appendix and to explain to the owner the.:ojite:ii t'ihis•torri . a'he liroi'risnttr< of Chapter, 34 of the South Honda Build' i Code 1 SFf3C i ::,,o�ern all the minimum requirieln Alt�,tnd:i•a tilasli of tire•inllfie• try for roofing system instillations Additionally. the ti llowin * items should he addressed as part of the a`:reenicnt he twee n he owner and the contractor The owner's initial in the adjacent box indicates that the item li.s tresi exiplaigid. ••• •• • • • • l..- aesthetics - Workmanship: ['he workmanship ;sick t..R tis of Chapter t4 are tor the ly4u..c: 41 !Soot ic:int�'ii tt':it•th•sut,t Hu; sx.stetn meets the wind resistance and water intrusion performance standards. Aesthetics (appearance' issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance. that are not part of a coning code, should he addressed as part of the agreement between the owner and the contractor 2. Renailing Wood Decks: When replacing rooline. the existing wood roof deck may have to he renailed in accordance with the current provisions of Chapter 29 of the Shf3C (The root deck is usually concealed prior to remosinc the ekisting roof system.) 3. Common Roofs: Common roots are those which have no yisihle delineation between neighboring units ti e ttiun houses. condominiums. etc ). In buildings with common roofs, the rooting contractor and/or owner should notify the occupants of adjacent units of rooting work to he performed'. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the under • side of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. S. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roof- ing 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 oft' so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC 7. Ventilation: Most root structures should have some ahilrt} to vent natural airflow through the interior ot, the structtmm :II assembly (the building, itself). The existing amount of attic ventilation shall not be 'reduced ft may he ber eticial to n,ider venting which rain result in extending the scrrice life for the roof 8. T. he owner may n�� J�h2iti 'J at LU fade runt) Consumer Services Department for further information regardute the above. Owner s/Agent' Sign r = Iwo err ,a .11!- SUBJECT TO COMPLIAN WITH ALL FEDERAL. •;TATr ANf7 COUNTY RULES AND REGULATIONS • , • • • • • • • • • •• IA* • • • •• •• • • • • • • • • • •M A 1-DADE,* • 0 • ••• • • • • • • • • • • • • Florida Department of Miami-Dade DERM Mr Section : = MilaWNMar ' ' Environmental Protedion • ;,,,„ „ • 33 S.F. 2nti 4vanue, Suite 9-223 '-----, Division of Air Resource Management .• • • • • • • • miani,4noida 3313045o • • • • • • • • • •••••••• . • lohjah". • ' • • • • • • • NOTICE OF ASBESTOS RENOVATION OR En r5,13 tr, c ‘ .1\y• • TYPE OF NOTICE (CHECK ONE ONLY) 71 ORIGINAL 111 REVISED 111 CANCELWION . 'kr OURTESY TYPE OF PROJECT (CHECK ONE ONLY) 0VEMOLITION 0 RENOVATION WROOFIN IF DEMOLITION, WAS IT AN ORDERED\DEMOLITION? 0 YES ar.10 IF RENOVATION: IS IT AN EMERGENCY RENOVATION OP TION? 0 YES RN 0 YES() Facility Name Trii liLt- Li -3 G soi! • •• ••• • • : / File # • • • • • • • •• ok • • ••• •• • • • IS ITA PLANED RENOVATION OPERATlyN Proces mant P44,n,9 aum-yon Address - _ City Site /' Building Size 7,-). (Square Feet) Prior Use: School/College/University Residence Present Use: School/College/University Residence II. Facility Owner Address City !State ri Zip I 2 lia*A Phone ( #9. State Zip 3 Coun _ Consultant Inspecting Site 1,1 # of Floors Agejn Year Small Business Other `)-1 ././4 Small Business _Other' ■ Phone ( III. Contractor's Name ° ) Address 'I 40' t r e City j 4'4" State R Zip Florida License No. , Is the contract exempt from licensure under Section 469.004(7), F.S.? 0 YES 0 NO IV. Scheduled Dates: Asbestos Removal (mm/dd/yy) Start: Finish: 1' /3..) Demo/Renovation (rnm/dd/yy) Start: Finish: V. Procedures to be used (Check Alt That App .): *MUST OBTAIN PRIOR DERM APPROVAL BEFORE USING A DRY METHOD : A D, VI. Procedures for Unexpected RACM, e / 5EC11ON lip 1-74,1 VII. Asbestos Waster Transporter: Name , el2f ,/tr _ire,1 i 1_ / I f- t i t 2 r Address 1 -',4 1 kr // 7,- /if ' -, /1 ',9 -,4C,,,, I , _ f__e .1 1' - ,,,',/ r..., i City ,i' /(' ,1 "-ifi if :1/ State ,ri` Zip , 2 VIII. Waste Disposal Site: Name _4- ° -- -, - Address ---: , , , City r ,c/ /./?.-/ / /4 7 trt.o cestify that the required Regal d ng asbestos have been t34"-bmitted in Compliance with A ions P 7 iiate State Zip X. Fee Invoice Will Be Sent to Address i Block Below: (Print or Type) IX. Amount of RACM or ACM 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 ore, z tic ric ' Stria and Removal .. Glove Ba: /2114 elp4 Bulldozer , Wreckin: Ball Wet Method *Dry Method Explode Burn Down *MUST OBTAIN PRIOR DERM APPROVAL BEFORE USING A DRY METHOD : A D, VI. Procedures for Unexpected RACM, e / 5EC11ON lip 1-74,1 VII. Asbestos Waster Transporter: Name , el2f ,/tr _ire,1 i 1_ / I f- t i t 2 r Address 1 -',4 1 kr // 7,- /if ' -, /1 ',9 -,4C,,,, I , _ f__e .1 1' - ,,,',/ r..., i City ,i' /(' ,1 "-ifi if :1/ State ,ri` Zip , 2 VIII. Waste Disposal Site: Name _4- ° -- -, - Address ---: , , , City r ,c/ /./?.-/ / /4 7 trt.o cestify that the required Regal d ng asbestos have been t34"-bmitted in Compliance with A ions P 7 iiate State Zip X. Fee Invoice Will Be Sent to Address i Block Below: (Print or Type) IX. Amount of RACM or ACM 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 ore, z tic ric .. if f , Ver4 , /2114 elp4 ' i -ify , 1 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 dpring normat business hours./ ) ° I, tf Name of Owner /Operatdr / PR T r 7 ' (Signe e of Owner Operatqr) r 24( (Contact Phone #) LDERM USE ONLY Postmark/Date Received ID # 161_01-158 8/03 ••• • • • • •• •• • • • • • • • • • • • • ••• • • • ••• ••• • • • • • • • ••• • • • • • • •• •• • • • • • • • • Instructions The state asbestos removal program requirements of s.376.60, ES., and the renovation or demolition notice requirements of the Netitinil•E•missiara SSar lards •for K�zardous Air Pollutants (NESHAP), 40 CFR Part 61, Subpart M, as embodied in Rule 62- 257�±`.A:L, 3re;intluded •oritlits 'otm. • • • • • • • • e.• • • • • • 'S••• .: .. Check to indicate whether this notice is an original, a revision, a cancellation, or a courtesy notice (i.e., not required by, law). If doe noti is.� revhisicyi,plpgse specially indicate the entries which have been changed or added. • • • • • • • • • • • • • • • •• • • • • ••• • Check to: indicate wF etiet' die irdject is a demolition or a renovation. If the demolition was ordered by the State or a local •• ••• • • • • • •• government agency, in addition to the information required on the form, the owner /operator must provide the name of the agency ordering the demolition, the title of the person acting on behalf of the agency, the authority for the agency to order the demolition, the date of the order, and the date ordered to begin. A copy cjf the order must also be attached to the notification. If the renovation is an emergency renovation operation, in addition to the information required on the form, the owner /operator must provide the date and hour the emergency occurred, the description of the sudden, unexpected event, and an explanation of how the event caused unsafe conditions or would cause equipment damage or an unreasonable financial burden. If the renovation is a planned renovation operation, the notice is effective for a period not to exceed a calendar year of January 1 through December 31. Complete the facility description section where the renovation or demolition is scheduled. The address will be used by the Department inspector to locate the project site Provide the name of the consultant or firm that conducted the asbestos site survey /inspection. For "prior use" and "present" check the appropriate box to indicate whether the prior or present use of the facility is that of a school, college, or university; residence, as "residential dwelling" is defined in Rule 62- 257200, F.A.C.; small business, as defined in s.288.703(1), FS.; other. If "other" is checked, identify the use IL Complete the facility owner information. Ilt. Complete the contractor information. (However, having a Florida license or disclosing the number is not required to comply with the notice requirements.) IV List separately the scheduled start and finish dates (month /day /year) for both the asbestos removal portion of the project and the renovation or demolition portion of the project. V. Check the methods and procedures to be used (Note: the NESHAP for asbestos, which is adopted and incorporated by reference in Rule 62- 204.800, F.A.C., requires obtaining Department approval prior to using a dry removal method.) VI. Describe the procedures to be used in the event unexpected RACM is found or previously nonfriable asbestos material becomes crumbled, pulverized, or reduced to powder after Start of the project. VII. Complete the asbestos waste transporter information. VIII. Complete the waste disposal site information. IX. List the amount of RACM or ACM of each type of asbestos to be removed. (Note: A volume measurement of RACM off facility components is only permissible if the length or area could! not be measured previously.) X Provide the address where the Department is to send the invoice for any fee due. Do not send a fee with the notification, The fee will be calculated by the Department pursuant to Rule 62- 257.400, F.A.C. Sign the form and mail the original to the district or local air program having jurisdiction in the county where the project is scheduled (DO NOT FAX). The correct address can be obtained by contacting' the State Asbestos Coordinator at Department of Environmental Protection, Division of Air Resources Management, 2600 Blair Stone Road, Tallahassee, FL 32399 -2400. Florida Department of Environmental Protection Division of Air Resource Management NOTICE 'OF ASBESTOS RENOVATION OR K ONE ONLY) 1 ORIGINAL O REVISED O CANCEL ON Miami -Dade DERM Air Section • 33 S.W. 2nd oaminue, Suite 9 -223 Mi•ni,¢loOda 33130 -1540 0 TYPE OF NOTICE (CHECK ) TYPE OF PROJECT (CHECK ONE ONLY) O DEMOLITION ` O RENOVATION. IF DEMOLITION, WAS IT AN ORDERED DEMOLITION ?' fYES IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? O YES IS IT A P F- ED RENOVAT e N OPERATI !f ? `R I: YES Facility Name Address City Site Building Size Prior Use: Present Use: II. Facility Owner Address • • tr• rir+ Air Quality avision City Contractor's Na Address City Florida License No. Scheduled Dates: Asbestos Removal (mm /ddtyy) Start Procedures to be used (Check All That Appl State Zip "' ` ' County 1 I 1 1 Consultant inspecting Site # of Floors School /College /University Residence Small Business School/College /University Residence Small Business /t74 ' ' //11.4.02.0— e Phone ( Year /1 tate Zip Phone( t'T) 7 :7 irk State _Zip Is the contract exempt from licensure under Section 469.004(7), F.S.? OYES O NO Finish: 6, Demo /Renovation (mm/dd/yy) Start: Finish: *MUST OBTAIN PRIOR DERM APPROVAL AEFORE USING A DRY METHOD VI. Procedures for Unexp -cted ' CM: Vil. Asbestos W ter Transporter. Address " (1 City VIII. Waste Disposal Site: Address City IX. Amount of RACM or ACM 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 Name Name at" MIES, SECTION °!�k� rding asbestos have bccn S8 ^" — 9�su itted in Compliance 'with. State Zip Aeolic,- - r- tiOns . 06 State Zip .' X. Fee Invoice Will Be Sent Address n Block Below: (Print or Type) IIIINWINWir certify that the above informat n is correct andhat'an il"ndival 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 av able for inspectio . * wring normal,business hours./ Name of r / Opera r, PR 30V- 2S? 724 (Si Salt .• e of Owner /Operator) (Contacti?hone #) RM USE ONLY Postmark/Date Received 161_01 - 158 8103 Strip and Removal " Glove Bag ' Bulldozer Wrecking Ball Wet Method *Dry Method Explide a a Burn Down *MUST OBTAIN PRIOR DERM APPROVAL AEFORE USING A DRY METHOD VI. Procedures for Unexp -cted ' CM: Vil. Asbestos W ter Transporter. Address " (1 City VIII. Waste Disposal Site: Address City IX. Amount of RACM or ACM 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 Name Name at" MIES, SECTION °!�k� rding asbestos have bccn S8 ^" — 9�su itted in Compliance 'with. State Zip Aeolic,- - r- tiOns . 06 State Zip .' X. Fee Invoice Will Be Sent Address n Block Below: (Print or Type) IIIINWINWir certify that the above informat n is correct andhat'an il"ndival 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 av able for inspectio . * wring normal,business hours./ Name of r / Opera r, PR 30V- 2S? 724 (Si Salt .• e of Owner /Operator) (Contacti?hone #) RM USE ONLY Postmark/Date Received 161_01 - 158 8103 ••• • • • ••• • • • •• '•• • • • • • •• •• • • • • • • • • • • • • • • -• • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • ••• • • .• Instructions The state asbestos removal program requirements of s.376.60, F.S., and the renovation or demolition notice requirements of the Ngttgn0cmisslorl Sp dardsrforiI- #azardous Air Pollutants (NESHAP), 40 CFR Part 61, Subpart M, as embodied in Rule 62- 25rrE.A:c, inIcluded•orlris :oCm. • a ter'• .4: r L: •; . • Check to indicate whether this notice is an original, a revision, a cancellation, or a courtesy notice (i.e., not required by law). If the notice is■i reNsisign,•plcase specially indicate the entries which have been changed or added. • • • • • • • • • • ••. • . • • ••• • Check to��dicate wi�etCe>:tIte iprdje� is a demolition or a renovation. If the demolition was ordered by the State or a local • government agency, in addition to the information required on the form, the owner /operator must provide the name of the agency ordering the demolition, the title of the person acting on behalf of the agency, the authority for the agency to order the demolition, the date of the order, and the date ordered to begin. A copy of the order must also be attached to the notification. If the renovation is an emergency renovation operation, in addition to the information required on the form, the owner /operator must provide the date and hour the emergency occurred, the description of the sudden, unexpected event, and an explanation of how the event caused unsafe conditions or would cause equipment damage or an unreasonable financial burden. If the renovation is a planned renovation operation, the notice is effective for a period not to exceed a calendar year of January 1 through December 31. I. Complete the facility description section where the renovation or demolition is scheduled. The address will be used by the Department inspector to locate the project site. Provide the name of the consultant or firm that conducted the asbestos site survey /inspection. For "prior use" and "present" check the appropriate box to indicate whether the prior or present use of the facility is that of a school, college, or university; residence, as "residential dwelling" is defined in Rule 62- 257.200, F.A.C.; small business, as defined in s.288.703(1), F.S.; other. If "other" is checked, identify the use. IL Complete the facility owner information. 111. Complete the contractor information. (However, having a Florida license or disclosing the number is not required to comply with the notice requirements.) IV. List separately the scheduled start and finish dates (month /day /year) for both the asbestos removal portion of the project and the renovation or demolition portion of the project. V. Check the methods and procedures to be used. (Note: the NESHAP for asbestos, which is adopted and incorporated by reference in Rule 62- 204.800, F.A.C., requires obtaining Department approval prior to using a dry removal method.) VI. Describe the procedures to be used in the event unexpected RACM is found or previously nonfriable asbestos material becomes crumbled, pulverized, or reduced to powder after start of the project. VII. Complete the asbestos waste transporter information. VIII. Complete the waste disposal site information. IX. List the amount of RACM or ACM of each type of asbestos to be removed. (Note: A volume measurement of RACM off facility components is only permissible if the length or area could not be measured previously.) X. Provide the address where the Department is to send the invoice for any fee due. Do not send a fee with the notification. The fee will be calculated by the Department pursuant to Rule 62- 257.400, F.A.C. Sign the form and mail the original to the district or local air program having jurisdiction in the county where the project is scheduled (DO NOT FAX). The correct address can be obtained by contacting the State Asbestos Coordinator at: Department of Environmental Protection, Division of Air Resources Management, 2600 Blair Stone Road, Tallahassee, FL 32399-2400. GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOCY ASBES%OS / / / / //I ! ! 1 ! • Pp _ \ \ \ \ \\ �./!! /L�►r: - � • fit. *�� QM* • %I'M= ;. .: ' :' T,k$TIDG 4B1iATORIES ' • , :•: DRILLING SERVICES : : .: • : IQISQECTIDIIL:SERVICES ROOFING DYNATECH ENGINEERING cc r ...• • • • • • • • • • • •• • • • • •• Miami, June 1, 2006 Mr. Jim Obenour OBENOUR ROOFING 9301 NE 6th Avenue Miami Shores, FL 33138 Re: Miami Shores Country Club @ 10000 Biscayne Boulevard Miami Shores, FL Dear Mr. Obenour: • • • ••• • • • •• • • • • • • •••• • • • •• ••• •• • • • • • • • • • ••• •• Pursuant to your request, DYNATECH ENGINEERING CORP. conducted an Asbestos Roof Survey on June 1, 2006 at the above referenced project. The purpose of our inspection was to secure bulk samples for analysis to determine the presence of Asbestos Containing Building Materials. The scope of our inspection covered the following areas: A- Roof at the above referenced project. (see attached plan) Based on our laboratory analysis; it was evident that asbestos fibers were found in the following secured bulk samples: 1- Flashing Bull and material at drip edge: Bull only was found with 7 -8% chrysotile fibers. 750 West 84 Street, Hialeah, FL 33014 -3618 ® Phone (305) 828 -7499 ()Fax (305) 828 -9598 Page No. 2 10000 Biscayne Boulevard, Miami Shores, FL • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• • • • •• • • • • • • •• • .... • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• 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. In the event of future repair and replacement of the roof material, all work shall be conducted by a Florida Licensed Roofing Contractors or Licensed Asbestos Abatement Contractors with on site Roofing Asbestos Supervision as provided in Section 469.012 of F.A.C. and in compliance with NESHAPS and OSHA regulations. This inspection report is the results of a customary search of the facility for asbestos containing building materials (A.C.B.M.). All analyzed samples were readily available to our surveyor. We do not claim to have identified all of the asbestos containing building material present in the facility. If in the course of a renovation or demolition activity, suspect materials become exposed, (ie: inside walls and hidden conditions etc..,) all activities should immediately cease and the suspect material brought to our attention for evaluation and recommendation. Dynatech Engineering Corporation (DEC), will not be responsible for these conditions. This report is designed to aid the building Owner, Architect, Construction Manager, General Contractors, and Potential Asbestos Abatement Contractors in locating ASBESTOS CONTAINED MATERIALS. Under no circumstances is this report to be utilized as a proposal or a project specification document. When implementing the response actions, parties responsible for final selection should remember that actions shall be sufficient to protect HUMAN HEALTH AND THE ENVIRONMENT, but may also be the least burdensome method. Nothing in these recommendations should be construed as PROHIBITING or discouraging removal. It has bee a pleasure serving you at this phase of your project and look forward to do so in the near future. Sincerely yours, Wissam aamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Asbestos Consultant Number EA 0000045 WN /sk • • •. •• • • • • • • • • • • DYNATECH ENGINEERING CORP. ASBESTOS SAMPLING REPORT., 750 W. 84th Street, Hialeah, FL 33014; Date : June 1, 2006 Client : OBENOUR ROOFING ••• • • • ••• • • • • • ••• • • • • • • •• • • • • • • • • • • • ••• • • • • ••• •• • • • •• • • • •• • • • • • • • • .. • • 0 • • • • •• • • • • • • • • • • • • • • • • • • • • ••• • • • .• • • • •• ••• •• • Project : Miami Shores Country Club @- 10000 Biscayne Boulevard, Miam4 WO, ft` •• •• •• • • • • • ••• •• • ° Surveyor No. 7ME0209920031R By: P.B. Sample Type Bulk Samples Analysis: P.L.M./D.S. N o . .. Lt cation .;.... Aescription r r ;. Approximate Amount :. Condition Potential for Damage.. . Analysis NW side of roof area Built up tar and gravel roof system over a concrete deck 6536 ft2 X G/L NAD 2 NE side of roof area Built up tar and gravel roof system over a concrete deck N/A X G/L NAD 3 Center of roof area Built up tar and gravel roof system over a concrete deck N/A X G/L NAD 4 SW side of roof area Built up tar and gravel roof system over a concrete deck N/A X G/L NAD 5 SE side of roof area Built up tar and gravel roof system over a concrete deck N/A X G/L NAD 6 SE side of roof area Flashing bull and material at drip edge Throughout X G/L Bull =7 -8 %chry. 7 East side of roof area Flashing bull and material at drip edge Throughout X G/L Bull = 7- 8 %chry. 8 NE side of roof area Flashing bull and material at drip edge Throughout X G/L Bull =7 -8 %chry. 9 NW side of roof area Flashing bull and material at drip edge Throughout X G/L Bull =7 -8 %chry. 10 SW side of roof area Flashing bull and material at drip edge Throughout X G/L Bull =7 -8 %chry. F = Friable NF = Non Friable NAD = No Asbestos Detected CHRY = Chrysotile Analyzed by: Premnath Boodoosing DYNATECH ENGINEERING CORP. NIOSH 582 Cert. #7ME090203003DS Condition G = Good D = Damaged S = Significantly Damaged Potential For Damage L =Low M = Medium H = High za 2' 0' 1- ►s' —' ••. • • • • • •••• • • • • •• • •••• • • • •• • • • • • •••• •• • • • • • • •••• • •• •• • •••• • • ••• • • • Dynatech 1Ehgikeeiifg Co p • • • Client: • • •' • . •••• • OBENOUR'. ROOFING " • ' •Scale! N.T.S. Project: 10000 Biscayne Boulevard Miami Shores*. FL Date: 6 -1-06 ROOF ASSEMBLIES AND ROOFTbP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• • • • •• • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • Section A (General Information) Master Permit No. 1105ct • • • • • Process No. • • • • Contractor's Name Oae IJOt)fL- '(,snb -1,k) td •• • • • • • ••• •• Job Address /B- C-7-v,03tfeirlfi /4,1 • Z',Olo m r S10 0.4 , Reek" ROOF CATEGORY Cl Low Slope ❑ Asphaltic Shingles ❑ New Roof ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 �/ ROOF TYPE 1/ Reroofing ❑ Recovering ROOF SYSTEM INFORMATION ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total SF 7•- Total ( SF) zLe Section B (Roof Plan) 7Z =ketch Roof. Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. nclude dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of 'arapets. •.32 5 18 4- 3 FLORIDA BUILDING CODE — BUILDING • • ••• • • • ••• •• •• • • • •• •• • ROOF ASSEMBVES INDiRO •Clh DPSTRCICT=JRES • • • • • • • • • • ••• • • • • ••• Florida Building Code Edition 2004 : •: . :: • •: • •••• • • • • • • • High - Velocity Hurricane Zone Uniform Permit Application Forts • • • • : • • • • • • • 1,0 • Surfacing: Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: GAP Product Approval No.: D,, —6 f43 O • /ft Design Wind Pressures, From RAS 128 or Calculations: Pmax1: -0. Pmax2: -12.4 Pmax3: -fa V. 3 Max. Design Pressure, from the specific Product Approval system: -- ./76 Deck: Type : L': dektei?eys 6►t Gauge/Thickness: Jt Slope: 1 Anchor /Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener onding Material: Insulation Base Layer: �I�Z,X a / 1 1 Base Insulation Size and Thickness: f 7-x / Base InsulatipFaser Bond_ gt1ial: Top Insulation Layer: / . ") Top Insulation Size and Thickness: /✓,�,•�- Top Insulation Fastener g Material: Base Sheet(s) & No. of Ply(s): 6.0?Faed41 e Base Shame LFastener/ onding ateri /Oil /7" PIy Sheet(s) & No. of Piy(s):6f1,46%? i Ply SheerF�ner /Bpn g ater�: �/� Top PIy: 1Pi'Fc4 /0,/ -i/t Top Ply Fastener /Bondin Maters I: —77? efka5 FLORIDA BUILDING CODE — BUILDING �tiA" •• • • • •• ••• •• Fastener Spacing for A cfier /Ries, Shrietttla4ttme7141• xi • •• • • • • • ••• •• Field: " oc @ Lap, # Rows @ " oc Perimeter: " oc @ Lap, # Rows @ " oc Corner: " oc @ Lap, # Rows @ " oc Number of Falpps Per Insulation Board: Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Parapet Height 9I Mean Roof Height 15.33 NET SatisFAXiion From: adminsitrator To: Cathy BUILDING CODE COMPLIANCE OFFICE E (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 Date: 2/1012004 Time: 3:05:4ti PM • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • Page 1 of 29 • • ••• •• •• • • • • • • • • • • • • • • • • • •• • • • ttdamtigtos ageNt,%LtJgua METVDt T ;FLAOtER9L:LDINC3 140 WET FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 37I-€001: FAX�'305 }575 -36®5 • • • • • • • •• • • • • • ••• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other then Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perfoam in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the riello to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: GAF Conventional Built -Up -hoof System for Concrete Decks. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change In the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building. Official. This NOA renews NOA #00- 0403.02 and consists of pages 1 through 28. The submitted documentation was reviewed by Frank 7nloaga, RRC. *OA No: 03 -0430.14 Expiration Date: 11/06/()$ Approval Date :10 /31/03 Page I of 2$ •• • •• • • • • • • • • • • • NE F Sabst'AX on From: adminsltrator 7o: Cathy Date: 2/10/2004 1 !me: 3 :0 @:48 PM Page 9 of 29 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• • • •• • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • Deck Type 31: Concrete Decks', Insulated • • • • • • • • • • • • • ••• • • • Deck Description: 2500psi structural concrete or concrete plank System Type A (2): Insulation layer adhered with approved asphalt. ••• • • • •• ••• •• All General and System Limitations shall apply, • • ••• • • • One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density /its EnergyGuard PERL1TE Minimum 1" thick N/A N/A EnergyGuard High Density Fiberboard or other Approved high density wood fiberboard Minimum W' thick N/A NIA Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of base sheet. All insulation shall be adhered to the deck in full mopping of approved asphalt within the EVT range and at a rate of 20-40 Ibs /100 its. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation Installed as the final membrane substrate. Composite insulation panels used as a top layer shall be placed with the polyisocyanurate side facing down. Base Sheet: Install one ply of GAFGLAS® #75, GAFGLAS #80 UltimaTM GAFGLAS® PLY 4®, GAFGLAS FlexPly PLY 60, RUBEROID Modified Base Sheet or RUBEROID® 20 directly to the insulated substrate. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Ply Sheet: One or more plies of GAFGLAS® Ply 4® or GAFGLAS FlexPly 6 ply sheets adhered in a full mopping of approved asphalt applied within the EVT range and; at a rate of 20 -40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered iu a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Surfacing: (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 Ibisq. and 300 Ibisq. respectively in a flood coat of approved asphalt at 60 lbJsq. 2. OAF Premium Fibered Aluminum Roof Coating, at 1.5 gal.Isq. or GAF iVeathetCoat° Emulsion at 3 gal. /sq. Maximum Design Pressure: -270 psi' (See General Limitation #9.) NOA No: 03. 0430,14 Expiration Date: 11/06/08 Approval Date :10131/03 Page 9 of 28 NET SatisFAXhon From: adminsitrator To: Cathy CONCRETE DECK SYSTEM LIMITATIONS: Date: 2/10/2004 Time: 3:06:48 PM Page 27 of 2S • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• • • • •• • • • • • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determ E• farepe; p4ttt t§ : • • • • • and density. All testing and fastening design shall be in compliance with TiSti 'Ajlitaaoi :' •. Standard TAS 105 and Roofing Application Standard RAS 117, c alculations.sd l si'gaed:ma :. ••' sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant. NM No: 03- 0430.14 Expiration Date: 11/06/08 Approval Date:10/31/03 Page 27 of 28 NEr SatisFAXiion From: actminsitrator To: Cathy GENERAL LIMITATIONS: Date: 2/10/2004 Time 3.05:4$ PM Page 28 at 29 • • ••• • • • ••• •• 00 • • • 00 •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• • • • •• • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • •••• • • ••• • • • 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. • • • • • • • • • • ' • • 2. Insulation may be installed in multiple layers. The first layer shall be attached in�aonipi a ivi r • Product Control Approval guidelines. All other layers shall be adhered in a fullmoppuig cif • • • • • • • • approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum, 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c,; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross vent/ Iaation. Asphalt application of either system shall be at a minimum rate of 12 ibs.sq. Note: Spot attached systems shell be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor /base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than That required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value takt;n from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation 49 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE `NOA No: 03-0430.14 Expiration Date: 11/06/08 Approval Date :10/31/03 Page 28 of 28 TGFU.R1306 - Roofing Systems Underwriters Laboratories Inc. Page Bottom Guide Information GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA TGFU.R1306 Roofing Systems Questions? Roofing Systems • • ••• i'agq 1 oftp • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• • •• • •• ••• ••• • ••• • • •• • • • • • • • •• • • • • • • • • • • • • • • • • ! • • • • • • • •• • �� 0• • • • •• • • • •• ••• •• • • ••• • • • • 00 • • • •• ...., , • . • . • . • • • R1306 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens -Deck® may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Dens -Deck® in hot asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene reference in any of the following Classficatons include "ENERGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FR AME /shov4page.html ?name =TG... 10/22/04 TGFU.R1306 - Roofing Systems 0. 00 ':