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RF-10-456Scheduled Inspection Date: April 15, 2010 Inspector: Bruhn, Norman Owner: VENTURE INC, LEUNG Job Address: 9101 BISCAYNE Boulevard Project: <NONE> April 14, 2010 Miami Shores, FL Contractor: PRESTO ROOFING CORPORATION Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 140326 Permit Number: RF- 3- 10-456 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (305)754 -9575 Parcel Number 1132060090010 Phone: 305 -822 -5707 BUILT UP ROOF ON REPAIRED CANOPY. SBS MODIFIED SYSTEM ON TOP OF 150 INSULATION Passed 1 /4 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 138439. Remove all debri from roof. NB Page 13 of 18 Project Address 9101 BISCAYNE Boulevard Miami Shores, FL 1132060090010 Block: Lot: LEUNG VENTURE INC Owner Information LEUNG VENTURE INC Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $250.00 $9.00 $1.60 $262.20 Building Department Copy April 07, 2010 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Parcel Number Contractor(s) Phone PRESTO ROOFING CORPORATION 305 -822 -5707 Cell Phone Authorized Signature: Owner / Applicant / Contractor I Agent Expiration: 10 /03/2010 9101 BISCAYNE BLVD MIAMI SHORES FL 33138 -3223 Phone (305)754 -9575 INtoWN Applicant Valuation: Total Sq Feet: Type of Work: Re Roof Additional Info: OVERHANG ROOF Classification: Residential Pay Date Pay Type Amt Paid Amt Due Invoice # RF -3 -10 -37345 04/07/2010 Check #: 3276 $ 262.20 $ 0.00 April 07, 2010 Date Cell Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Renailing Affidavit Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. 1 BIiING PERMIT APPLICATION FBC 20 Permit Type: BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 ROOFING Owner's Name (Fee Simple Titleholder) (ht; 6 Vex/niece /' Phone # 5:05 ° 7S - 9175 Owner's Address WO/ 251,C si? yel c" Nap �l City "l `4R2 .5 46J State fj Zip 33/.x$ Tenant/Lessee Name Email Contractor's Company Name Contractor's Address O'7 r Aite 67 sr City 771 / igrn I State NO L/ °Dr Permit No! 1 0 - 450 Master Permit No. Je7- /Z - 0 ?- 004 1 Phone # Job Address (where the work is being done) 7 3$ril�►'Nle` gitide9 City Miami Shores Village County Miami - Dade FOLIO / PARCEL # 1/ - 24 -to®] -00/0 Is Building Historically Designated YES Zip lipZOMECED MAR 1 9 2019 67 / tF tel , Phone # -- a `7 I Flood Zone // Zip . /6( ,/ Qualifier Name t ��. 4. 7 /' ® Phone # Atr P State Certificate or Registration No 1 d 05558 / Certificate of Competency No. 270 Contact Phone' c - a let 1 E -mail a Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ i SAO Square / Linear Footage Of Work: /35 s': Type of Work: ❑Addition G,% teration ONew 4, Repair/Replace ❑ Demolition ' Describe Work: eurfe- Gial 17-0 ®CC -04J iZ'P4/ 'U® /'y : 441 R 7 aril704 /., /K 1G77014G ******* * * * * * *** * * * *** * * * * * **** * * ** * * ** *F ***** * * * * * * * * * * * * * * *** * * * * * * * * * * * * ** *pax * * ** Submittal Fee $ Permit Fee $ CCF $ ' O .O CO /CC $ Training/Education Fee $ © Technology Fee $ 1 • {06 Notary $ Scanning $ Oa Radon $ DPBR $ Bond $ Double Fee $ Violation date: n !!�� Structural Review. $ Total Fee Now Due $ (9.(09■* See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address NIG City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has 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 COMNIENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The foregoing instrument was ac wledged b day of 9, 20 , who is personall NOTARY PUBLIC: Sign: Print: re,nda My Commission Expires: 4/ S ( Zpt ) APPROVED BY D ,b (Revised 07 /10 /07)(Revised 06/10/2009) me this 1�1 ho has produced identification and who did take an oath. o'k°5: + BRENDA LEE MY COMMISSION # DD 660210 EXPIRES: April 8, 2011 \oe Rnndcri Thrn IludePt Nntnry Services ‘.;; D9 / Plans Examiner • Engineer The f going instrument was ackno ,. edg • : fore e. thi ``�� dayo . �wKiVL/ ,20I�,by who is personally known to me or who has produced My Commission Expires: as identification and who did take an oath. Zoning Clerk checked c A O CERTIFICATE OF LIABILITY INSURANCE I cER'I'(FICATENO.IDATE AClrJ- 630Q491 °R iFSRR 4/6/2010 11:31:48AN PRODUCER ltighpaint Risk 89z I,LC 14160 Dallas Parkway #500 Dallas, TX 75259 (800) 6325096 (972) 715 -0959 Fax: (972) 404 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR AT JFR T4F.0 VFRA(,F AFFfRfEI] RY TI-IF em U F.fi BELOW — INSURERS AFFORDING COVERAGE 1 INSURED: AMS 1 /c/f.! PE-ES:V ROOFING CDR F. 8089 NN 67 ST. MIAMI, F:, 33166 (305) 392 -9086 Fax: (305) 392 -9008 • INSURER A: . ,, . _ , ' .. I _ , INSDRERB: INSVRERC: IN$URER INSURER E: — THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED AD Out FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REauIREMENT, TERM OR CONLMON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY 8E ISSUED 08 MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I T A TYPE OF INSURANCE POLICY NUMBER FLG3079222 . EFFECTIVE , �. ,' I.��II,a• 04/12/2010 POLICY EXPIRATION 1; Y` x/11.. ♦• 04/12/2011 }� LIMITS GENERAL LIABILITY EACNOC 1000000 X OOMMERGIAL GENERAL LIABILITY FIRE DAMAGE (Any Om Fire) $ 1000 Qg CLAIMS MADE Fa OCCUR MED ExP (Any am parson) $ 5000 PERSONAL A ADV INJURY 1990000 GENERAL AGGREGATE 9 2000000 GENL AGGREGATE LIMIT APPLIESPER: POLICY n P n LOO - CM/Or A? 9 2000000 AUTOMOBILE i — LIABILITY ANY AUTO ALLOVYN EbAUTC$ SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED 811 LIMIT (Ea accident) $ BODILY INJURY (Per penes) $ BODILY INURY (Par acalder% $ PROPERTY DAMAGE (par aaa(Oanlj $ .. GARAGE LMBILM Y R ANY AUTO AUTO ONLY- EA ACCIDENT $ THER >A ACC OTHER AUTO ONLY: AGG $ EXCESS — LIABILITY oecuN 0 CLAIMS MADB 04/01/2010 04/01/2011 EACH OCCURRENCE $ AGGREGATE S $ DEDUCTIBLE RETENTION $ x�m . iEW � FR' 8 A eMPLO RSCOMPENBATIONAND EMPLOYCCR"S LIABILITY WC77779991.701 E.LEACW ACCIDENT $ 1000000 • E.L. DISEASE. 8a em LOYEE 4 1 0 0 0 U U O El. DISEASE• POLICY LIMIT 3 1000000 OTHER LIMITS $ UMRS 1. This certificate remains in effect, provided the client's account is in good standing with AMS Coverage aR not provided for any employee for which the client is not reporting wages to AMS. Applies to 100$ of the omployees of AMS loosed to PR -E;TO ROOFING CORP., effective 04/01/2010. 2 ProJ a-Ct Information:. ** *PLEASE SEE ATTACHED EMPLOYEE ROSTER. * ** CERTIFICATE HOLDER , ADDmONALINSURED; iNsuRERR LETTER: CANCELLATION MIAMI SHORES VILLAGE BUILDING U &PT 10050 N 2ND AVE. MIAMI SNORES, FL 23138 a rnnn •c_c »m-„ ICIES BE cANcELLED BELTITIFITITEIRAXITOW— DATE THE16E18r, THE IBIuIND INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN =MIA TO THE CERTIFICATE HOLDER NAmND TOTH8LEFT, g1rFAILURETODOSOSHALL IMFOSS NO OBLIGATION OR LIABILITY OF ANY NINO UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZL•D REPRESBNTATIVe r . 04/06/2010 03:47 3864233590 COVFRAGES ACCENT AMS LEASING PAGE 01 1 ACOR1] CORPORATION 1988 Primary Zone: 6200 ARTERIAL BUSINESS CLUC: 0022 MOTEL Beds/Baths: 38/39 Floors: 2 Living Units: 39 Adj Sq Footage: 13,209 Lot Size: 39,993 SQ FT Year Built 1952 $0/ $2,202,591 SHORES PLAZA PB 48- g Legal Description: 86 TRACT A LOT SIZE IRREGULAR OR 17550- 0756 02971 OR 17550- 0756 0297 00 Year 2009 2008 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $0/ $1,879,678 $0/ $2,202,591 County: $a $1,879,678 80/ 82,_202,591 $0/ $2,202,591 City $0/ $1,879,678 School Board: $01 $1,879,678 $0/ $2,202,591 Folio No.: E iistlr !u.,oy'blil ' i'M 4 101BISCAYNEBLVD '. 1,050,000 UNG VENTURE INC ..... Ies =11 . ualification = les which are qualified I . _ : . on: MEMO 138 -3223 EH= Folio No.: E iistlr !u.,oy'blil ' i'M 4 101BISCAYNEBLVD wiling UNG VENTURE INC ddress: MMIMMIM =11 101 BISCAYNE BLVD ill '-M IAMI SHORES FL MEMO 138 -3223 Miami -Dade My Home mia l ids v Show Me: Property Information Search By: Select Item E Text only My Home M Property Appraiser Tax Estimator Property Appraiser Tax Comparison Summary Details: Property Information: Assessment Information: Taxable Value Information: Sale Information: Additional information: L k here to see more information for this I narty ACiI VE TO DL..E Digital Orthophotography - 2007 My Home 1 Property Informatiort 1 Property Taxes 1 b1v Nelahborhood !Property Appraiser Home 1 Using Our Site 1 A 1 Phone Directory 1Earm1 Disclaimer 0 129ft if you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site O 2002 Miami -Dade County. All rights reserved. MIAMI-DAD Boundary Selected Property Street Page 1 of 2 Legend Highway Miami -Dade County Water http: / /gisims2. miamidade.gov/MyHome /propmap.asp 3/19/2010 2009 2008 MEEMME $999,825 alEMW MMIMMIM =11 =I ill '-M MEM MEMO ' 711R1>• EH= 77W11 Miami -Dade My Home mia l ids v Show Me: Property Information Search By: Select Item E Text only My Home M Property Appraiser Tax Estimator Property Appraiser Tax Comparison Summary Details: Property Information: Assessment Information: Taxable Value Information: Sale Information: Additional information: L k here to see more information for this I narty ACiI VE TO DL..E Digital Orthophotography - 2007 My Home 1 Property Informatiort 1 Property Taxes 1 b1v Nelahborhood !Property Appraiser Home 1 Using Our Site 1 A 1 Phone Directory 1Earm1 Disclaimer 0 129ft if you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site O 2002 Miami -Dade County. All rights reserved. MIAMI-DAD Boundary Selected Property Street Page 1 of 2 Legend Highway Miami -Dade County Water http: / /gisims2. miamidade.gov/MyHome /propmap.asp 3/19/2010 03/24/2010 10:10 FAX 1 800 685 7530 Permit No: 10 -456 Job Name: March 23, 2010 DATA SCAN FIELD SERVICES TRANSMISSION OK * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TX /R% NO 4798 RECIPIENT ADDRESS 93053929088 DESTINATION ID ST. TIME 03/24 10:09 TIME USE 00'21 PAGES SENT 1 RESULT OK M iami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Plans must be reviewed and approved by Miami Dade County DERM. 2) Section B must show the entire roof and identify the area of that roof to be repaired. Plans must include square footage of entire roof and repair. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 l{7j 001 Permit No: 10 -456 Job Name: March 23, 2010 Norman Bruhn CBO 305 - 795 -2204 M iami Shores Vunage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Plans must be reviewed and approved by Miami Dade County DERM. 2) Section B must show the entire roof and identify the area of that roof to be repaired. Plans must include square footage of entire roof and repair. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Fix v,( - 3q Go -. Permit No: 10 -456 Job Name: March 23, 2010 M iami Shores Vinage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Plans must be reviewed and approved by Miami Dade County DERM. 2) Section B must show the entire roof and identify the area of that roof to be repaired. Plans must include square footage of entire roof and repair. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 03/24/2010 10:10 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES C1001/001 Permit No: 10 -456 Job Name: March 23, 2010 Norman Bruhn CBO 305 -795 -2204 M iami Shores illage uflding Department Building Critique Sheet / 1) Plans must be reviewed and approved by Miami Dade County DERM. / 2) Section B must show the entire roof and identify the area of that roof to be repaired. Plans must include square footage of entire roof and repair. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 3Cf co s r ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Master Permit No. Contractor's Name 7 � — ? 7 Job Address 6 7 /0 / ►\i New Roof ❑ Low Slope ❑ Asphaltic Shingles ❑ Reroofing Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) t1 1 2- 05 -2o4/ Process N 610-4U0 I 4- ' a ROO / F CATEGORY ❑ Mechanically Fastened Tile 0 Mortar/Ad esl eet Tlie ❑ Metal P,,afiShngles ❑ Wood Shl gieakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) SteeptSloRed Roof Area (SF) Repair Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scupp Include dimensions of sections and levels, clearly identify dimension of elevated pressur � parapets. / s5 F mir :i 2' 6 2610 g B Ya eee°a _ mo'vm ltd 76174- 4P 49 9e. l q g Ka vaimumffiran ammo Iii lommrsorini mum II 11111111111•11 111111•111 f / F ■■■■■ }1�z➢- . "., •1111.111111E r lig • I likk • • 15.32 FLORIDA BUILDING CODE —BUILDING • • • • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • ••• • • • • •.. • • • • • • • •••• • • • • ••• • ••• • •• • • • • • • • • •• or 1 • • • • • • •• • • • • • • •, • • • • •. • It • •- • • • • • • • •- •••• • ••• .• • • • •.• ••1 •• •: • .. • • • • • • • _ • ••• • • • • •• • t , • -• -• • •`•• a • • • • •. ., • ° • • • f •. r %• • • • ••• •• 1 , • • • • • • • • • • • • • • • • • • • • •• •• 4 • • • • •• • • • • • • • • • • • • • ♦ • • • • • • • • • ••• • •• • • ••• • • • • • • • • ••• • • •• • • • • • • • • • • • • • • • • • • • • • • • •' • • • • • • • •• ••• • • • •. • • • • •' • • • • • • • • • • • • • • • • • • • ••• • • • ••• ^ • •• • • • •a Of • • • • • • • • • • • • ` • ••• • • • • • • • • • • ••• 1 • • • • • • • • • • • • • • • •• • • • '• • • •• • • •. • • • • • • • • • • • • • • • • • • • • • • ••• • ••• •• • • • • '• ••'• •• 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calcu Iation peg Chi ptgr 16, of jf Applicable, RAS 127 or RAS - • • Prescriptive BUR -RAS 150 120 . _ • .- •_ . • . • • • . 4. • Other Co mpphept bf prbdrisf Arpirouai 5. I Municipal Perk' )4' 6. Owners Naar ti -• 6 1 : 1 ing 'gsid$r Lions (Reroofing Only) 7. • • <r•, p- Any Requrred Rs sf estingt_ •• • �cliaticnDocumentation Roof System r" Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR -RAS 150 A,B,C 4,5,6,7 Asphaltic Shingles A,B,D 1,2,4,5,6,7 Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 _ - � j % , \111 • SECTION 1525 HIGH - VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Forme FLORIDA BUILDING CODE — BUILDING COMPLETE THE NECESSARY SECTIO THE UNIFORM ROOFING PERMIT L DC DEPT EJECT 1 CCMPI.IANCE \MTh ALL FEE APPLICATION FORM AND ATTACH '� REQUIRED DOCUMENTS AS NOTED B .OTW D c lr urd w r'ULES AND PECUL_ ATTACHMENTS REQUIRED: INSTRUCTION PAGE ROOF ASSEMBLIES AND ROOFTOP STRUCTURES TH fl o r s \' II =:ye. APPROVED BY 70NING DEPT 15.31 RAL 0 r : j3 , ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 15.32 Master Permit No. Process No. Contractor's Name S l' 4 # Job Address /AO / A/6 R ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes Shingles \ i New Roof Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) .. ....... • .. ...... • ......•••• ..• O. • • • .• • • ❑ Repair ❑ Maintenance Total (SF) o Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. . . • muummildio 1111111111 Immmu eemeeeeeeeeeeeeeeee • • • • • • FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Fo . Section C (Low Slope Application) Surfacing: 4 Fill in specific roof assembly components and Identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: ' Y Product Approval No.: /" 0 .0/ Design Wind Pressures, From RAS 128 or Calculation Pmax1: Pmax2: ®$ a 3 Pmax3: Max. Design Pressure, fsom_the specific Product Approval system: S Deck: 4. 6 Type: �/ Gauge/fhic ness: w : Slope: /� Anchor/Base Sheet & No. of Ply(s):47�- 4 Pry An B s het ast er/ ondi g Material: Insulation Base Layer: / 6 .. e-44 y laU4 Base Insulation Size and Thickness: �x• � / BasAl Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: N Base Sheet(s) & No. of Ply(s): 5 / 7 5 v T P gq j 44 - i.D bay Base Sheet Fastener /Bonding Material: Ply Sheet(s) & No. of PIy(s): PIy Shgpt Faste er/ on I g trial: Top PIy: v4 / A 7 Top PIy Fastener/B ife t l: FLORIDA BUILDING CODE — BUILDING 11= ��A • oe ••• .. •• • -w ▪ • • ••• •• 1 0. 6 • • • • • • • 4 • • • • • • • • • •• • • ••• • • • • • • . ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Fastener Spacing for Anchor /Base Sheet Attachment: Field: 4 "oc @ Lap, # Rows 3 @ " oc Perimeter: " oc @ Lap, # Rows 3 @ ,v "oc Corner: G " oc @ Lap, # Rows 4 t @ " oc Number of Fasteners Per Insulation By rd: 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 IV FT. Parapet Height `/ Mean Roof Height 15.33 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of' the Florida Building Code, Building govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. • 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High•Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addre sed as part of the agreement between the owner and the contractor. iz i 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building ode. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings'are where the underside of the r of decking can be viewed from below. The owner may wish to maintain the architectural appearance, therfore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building /Code provides the option maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may // cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of- structural U 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 i l,,,, original roofing system is, removed. Ponding conditions should be corrected. _26. Overflow scuppers (wall outlets): It is required that rainwater flow off so hat 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 pi-- accordar e with the Florida Building Code, Plumbing. l 0 7. Ventilation: Most Not sttttris eioiavg ud:h some ability to vent natural airflow through the interior of the structural assembt}c (tha �uiT4i • ' • existing • t • ng St��. The existin amount of attic ventilation shall not be reduced. It may be beneficial to consid.addttioiial venting which can result in extending the service life of the roof. 1 ,,,,/ „ O r wner's /A ent'r Signa • .• . • • ... . .. • • • ••• . • • • • • • • • • • • • • •• • • •• • ... • Date • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •. ••• • • • •. •••• ..• • • • • ••• • • / BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (MB). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPEQlON: A copy of this ent�i>.eN�OA sh$11 Ile t r red to the user by the manufacturer or its distributors and shall be availntle forin ttn atahe job site at the request of the Building Official. • •• •..•. • .. ••• .• • • • •• This NOA revises NOA No. 07- 1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed byJprge I. Acebo. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . ; • .' / NOA No.: 09- 0224.01 • • "' • 1 �► Expiration Date: 11/06/13 Approval Date: 04/08/09 ••• • • • • ••• • - Pagel of 31 • • • • • • • • • ••• • • • • • • • • • • • •• •• • • • • • r MIAMI•DADE COUNTY ;1P.PRbyE • ROOFING SYSTEM APPROVAL Category: Roofing Sub - Category: Modified Bitumen Material: SBS /APP Deck Type: Wood Maximum Design Pressure -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak Buster"' Matrix"' 307 Premium Asphalt Primer GAF Mineral Shield Granules Leak Buster"' MatrixI'm 305 Fibered Asphalt Emulsion Leak Buster"' MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM Matrix"' 322 Elastomeric Roof Coaling LeakBusterT' MatrixTM 306 LeakBusterTM Matrix"' 204 Wet/Dry Roof Cement GAFGLAS #75 Base Sheet GAFGLAS #80 ULTIMA"' Base Sheet GAFGLAS Flex PIyT' 6 GAFGLAS Mineral Surfaced Cap Sheet MIAM WADE COUNTY' . APPROVED Dimensions 5, 55 gallons 60 1b. Bags 100 lb. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide • • •. • • • • • • i ASTM D1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield Granules shall be used for flashing applications only. ASTM D1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D3019 ASTM D3409 ASTM D4586 ASTM D3409 ASTM D4601 ASTM D4601 ASTM D2178 3937" (1 meter) Wide 3937" (1 meter) ASTM D2178 .• Wide. • • • • •• 39 a notir) ::ASTMb3909 Asphalt coated, glass fiber mat cap sheet • • • �lae • • . • • • • • • • surfaced with mineral granules. • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •.• • .•• • • • • • •• • • • • • • • • • •.. • • • • • • • • • •• •• • ••• Test Product Specification Description ASTM D41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. • • • • • • •• • Elastomeric roof coating. Asphalt emulsion fibered. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Type II Asphalt impregnated and coated glass mat base sheet. Type II Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with - •halt coatin NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 2 of 31 Product GAFGLAS ® EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS EnergyCapTM BUR Mineral Surface Cap Sh .3AFGLAS STRATAVENT EliminatorTM Perforated GAFGLAS Flashing GAFGLAS' STRATAVENT EliminatorTM Perforated RUBEROID SBS Heat We1dTM Smooth RUBEROID Heat- We]dTM Granule Roof MatchTM SBS Mop Granule RUBEROID ® SBS Heat- We1dTM 170 FR RUBEROID SBS Heat- We1dTM PLUS RUBEROID ® SBS Heat- We1dTM PLUS FR RUBEROID SBS Heat- We1dTM PLUS FR RUBEROID Modified Base Sheet RUBEROID SBS Heat- WeldTM 25 KA N:ADE COUNTY" Ce AL 'AP ROVED Afil ig? Dimensions 39.37" (1 meter) Wide 3937" (1 meter) wide 3937" (1 meter) Wide various 3937" (1 meter) ASTM D3672 Wide ASTM D4297 1 meter (39.37 ") wide 1 meter (39.37 ") wide 107 sq. ft. (9.9 m2) 1 meter (3937 ") wide 1 meter (3937 ") wide 1 meter (3937 ") wide 1 meter (39.37 ") wide 39.3 °i . •t1I.•• • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • •• • • ••• ASTM D6164 ASTM D6164 ASTM D6222 ASTM D5147 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 •a Per r fi yj L Type au a ■. . it • •• •• ••• •• • • •G2BtR 1 meter (39.37 ") ASTM D6164 • ••• wide. ••• ••• • • • • .•• • • • • • • • • • • • • • ••• • • ..... • • •.. • •. • • • • • • • Test pecification ASTM D3909 ASTM D3909 EnergystarTM Title 24 Compliant ASTM D3672 ASTM D4897 .'• • • • • • • • Product Description Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT EnergyCoteTM. • 0 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied EnergyCoteT Fiberglass base sheet 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. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with colored mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester 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. A fiberglass mat reinforced, SBS modified bitumen cap membrane. modified base sheet Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 3 of 31 Product RUBEROID Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth RUBEROID TORCH Granule RUBEROID EnergyCap Torch Granule FR Roof MatchTM APP Torch Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID TORCH RUBEROLD EnergyCap SBS Heat Weld Plus FR RUBEROID RUBEROID 30 MIAM I: ADE COUNTY =r u, APPROVED_ Dimensions 39.37" (1 meter) Wide 1 sq. roll 87 lbs. 39.37" (1 meter) Wide 937" (1 meter) Wide 3937" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 1 meter (39.37 ") wide 107 sq. ft. (9.9 m2) 3937" (1 meter) Wide 3937" (1 meter) Wide 39.37" (1 meter) Wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 39 ,3] ",( .14inater) - Wide - •• • • • • • . • ••• • • • • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • • •• •• • • Test Specification ASTM D6222 ASTM D5147 ASTM D6298 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5I47 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 .$5= 195147 • • • •• • .•• • • • • • • • • • • • • • • • • • • • • •• • • • ••• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • • • • • • • • . • Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer - modified asphalt and smooth surfaced. Non - woven polyester 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 fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Non -woven polyester mat coated with polymer modified asphalt and surfaced with colored mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. A fiberglass mat reinforced, SBS modified bitumen cap membrane. SBS modified asphalt base sheet reinforce with a glass fiber mat. 1 63 Non woven fiberglass mat coat w polymer modified asphalt and surfaced with mineral granules. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 4 of 31 Product RUBEROID FR RUBEROID SBS 30 FR • RUBEROID ULTRACLAD SBS RUBEROID Dual FR Vent Stacks (metal and plastic) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt Asphalt L & Asphalt P TOPCOAT Surface Seal SB LEAK BUSTERTM MatrixTM 715 MB Elastomeric Roofing Membrane EnergyCoteTM Coating VersaShield TOPCOAT FireShield MB Leak BusterTM MatrixTM 531 WeatherCoterM Elastomeric Flashing Grade I eakRncterTM MalrixTM 201 Premium SBS Flashing Leak BusterTM MatrixTM 102 SBS Adhesive Label 414 t L 1.1 n v .:;li . - MIAMI•DADE COUNTY s* + fARPROVEOMW Dimensions 39.37" (1 meter) Wide 1 meter (39.37") wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 1001b. cartons, bulk 601b. kegs 5 gallons 5 gallons 2, 5 gallons 350 sq. ft roll 5, 55 gallons 5 gallons 1; .1 • • • 5 gallons • • •• • • • • • • • • • • • • • • •• • • ••• • • • • • • • • • • • • • • • •• •• • • • •• • •• • • • Test Specification ASTM D6298 ASTM D5 ] 47 ASTM D6163 ASTM D6163 ASTM D5147 ASTM D6164 ASTM D5147 TAS 100(A) ASTM D1929 ASTM D635 ASTM D312, Types 1,11 ffl and IV ASTM D3412 ASTM D21 ASTM D1475 ASTM E1644 ASTM D6083 ASTM -D226 4869 Type I, II ASTM D412 ASTM D21 ASTM 1475 ASTM E1644 • • • • • • ASTM D3019 ••• • • • • • • • • • •• • • • • • • •• • • • ••• • • • ••• • • • • • • • ••• • • • • • • •• •• • ••• • • Product Description Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built - up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Interply mopping and surfacing asphalt SEBS modified asphalt Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Highly reflective elastomeric coating Non - Asphaltic Fiberglass -Based Underlayment Elastomeric roofing membrane Surface coating for smooth surfaced and mineral surfaced roofs. Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 5 of 31 Product Leak BusterTM MatrixTM 202 SBS Flashing Cement Label Leak BusterTM MatrixTM 203 Plastic Roof Cement Label Leak BusterTM MatrixTM 103 Cold Process Adhesive Label LeakBusterTM MatrixTM 304 Non - Fibered Aluminum Roof Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane TOPCOAT MB Plus `' Pt APPROVED MIAMbDADE COUNTY Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5, 55 gallons •• ••• • • • ••• • • • • • • • • • • • • • • • • • • •• • • • • • Test Specification ASTM D4586 ASTM D4586 ASTM D3019 Cold Applied Asphalt Adhesive. ASTM D2824, Type I ASTM D412 ASTM 13117 ASTM C794 ASTM G21 FTMS141 .6271 ASTM D2196 ASTM D1475 ASTM E1644 ASTM D412, ASTM D21, ASTM D1475 ASTM E1644 • • • •• • • • •• • .• ••• •• • • •• ••• •• • • • •• ••• • • • •• • • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0110 •- • Product Description Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Non - fibered. Aluminum pigmented, asphalt roof coating. Surface coating for smooth surfaced and mineral surfaced roofs. Water - based, low VOC, sprayable polymeric liquid, which cures to form a seamless rubber membrane. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 6 of 31 APPROVED INSULATIONS: SecurockTM Product Name EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM Strip EnergyGuardTM Recover Board EnergyGuardTM Tapered Edge Strip EnPr°"GuardTX poly O • ,-EergvUuardTM RA. RN hnergyuuruuiM Lo nposite, RA DensDeck DensDeck Prime DensDeck DuraGuardTM Structodek Structodek TD APPROVED FASTENERS: Fastener Product Number Name 1. Drill -TeeTM #12 Standard, #14 and #15 extra Heavy Duty Fastener, Heavy Duty Roofing Fastener 2. Drill-TecTM ASAP 3. Drill-TecTM CR Base Sheet Fastener and Plate Plates 5. Drill -TecTM Polypcopyle1 Plates • .1 •0• 6. Drill -TecTM AccuTrac Plate MIAMI DADE COUNTY .,. IP.,PROYED 0 P _ ,. • 0•. • • .. • • • • • • .0 • • Table 2 Product Description Fiberboard insulation Perlite insulation board Cut perlite board Perlite recover board Tapered perlite board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /wood fiberboard or perlite composite Water resistant gypsum board Water resistant gypsum board Water resistant gypsum board Wood fiber insulation board Flame Resistant High Density Wood Fiber board. Fiber reinforced roof board TABLE 3 Product Description Dimensions Insulation fastener and Various Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill -TecTM Various Fasteners and metal and plastic plates. Base sheet fastening Various assembly. 4. Drill -TecTM Galvalunle Round Galvalume stress p lg e tes. • • • .. porntl oolfig+lene S1j ss'p,ltas. ..' Square Galvalume coated 3" Square steel plgte • • • • • • • • • • • • • • • • •• : 4141 •.• • • 110• • • • • •00 • • • • • • • • • • • • • 040 • • • • • • • • • • • • • • 040 •• • • • •• • •0• • • • 0410 • • Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. G -P Gypsum Corp. G -P Gypsum Corp. G -P Gypsum Corp Knight Celotex Knight - Celotex USG Corporation Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 W GAF Materials Corp. 3" and 3 GAF Materials Corp. OMG NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 7 of 31 EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Underwriters Laboratories Trinity Engineering IRT -ARCON Inc. Trinity 1 ERD MIAMI•DADE COUNTY APPROVED Test Identifier Description Date 3029832 4470 -TAS 114 05/11/07 3010215 4470 - TAS 114 03/01/01 3001276 4470 - TAS 114 01/28/99 1B9A8.AM 4470 - TAS 114 09/04/97 3D4Q2.AM 4470 - TAS 114 04/30/97 0D1A8.AM 4470 - TAS 114 04/01/98 TGFU.R19254 UL 790 10/27/06 4483.04 97 -1 TAS 114 06/06/97 PRI Asphalt Technologies, Inc. GAF - 020 -02 -01 ASTM D 249 02/01/02 ASTM D 4977 02 -005 TAS 114 03/01/02 02-014 TAS 114 04/08/02 01 -039 TAS 114 03/01/02 G6850.08.08 ASTM D6164 08/29/08 G6850.08.08 ASTM D6163 08/01/08 G6850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 11 /05/08 • • • • • • • • • • • • • • • • • • • • • • • • ••••••• • •• • ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • •• • • •••• • • • • • • • • .• • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • •• • ••• • • • ••• • NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 8 of 31 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 1I: Wood, Insulated Deck Description: 19132 or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened, all layers of insulation 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 /ft EnergyGuardTM Polylso, RA, RN, EnergyGuardTM Composite RA, Minimum 1" thick N/A N/A Wood Fiber, Strnctodek ® , Structodek TD, EnergyGuardTM Recover Board Minimum %2" thick N/A N/A EnergyGuardTM Perlite Minimum 3/4" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs /100 ft Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT EliminatorTM Perforated laid dry or a layer of EnergyGuardTM, Perlite or wood fiber overlay board on all polyisocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Anchor sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT EliminatorTM Nailable Base Sheet, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat WeldPM 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any Options: of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure — 45 psf, See General Limitation #7) GAFGLAS Ply 4, a4FV$ ® FI¢x ply's 6, GAFGLAS #75 Base Sheet or any MIAMI•DADE COUNTY f ' APPROVED' of above Ancht shee$ h$dao:deck'with Drill -TecTM #12 standard, #14 or # 15 Screws and. "Driii -'1 'M -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12; • .c. in the meld of the sheet. (Maximum Delia Pressure - CSpsf, €ee 4e4eral Limitation #7) • • . • • • • •. • .. .• •• • • NOA No.: 09 0224.01 Expiration Date: 11/06/13 ••• • • • • ••• • • Approval Date: 04/08/09 • • • • • • Page 9 of 31 • • • • • • • • • • • •• •• • • • •• •• GAFGLAS Flex PlyTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure — 52.5 psf, See General Limitation #7) GAFGLAS #80 ULTIMATM, RUBEROID RUBEROID Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure — 60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Teem #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -Teem AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure — 60 psf, See General Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure — 60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure — 75 psf, See General Limitation #7) Base Sheet: (Optional) Install one ply of GAFGLAS #75, GAFGLAS #80 ULTIMATM Base Sheet, GAFGLAS PLY 4, GAFGLAS Flex P1yTM 6, GAFGLAS STRATAVENT EliminatorTM Perforated (laid dry), RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID 20, RUBEROID SBS Heat - We1dTM Smooth or RUBEROID SBS Heat- WeldTM 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbsisq (see General Limitation #4). Ply Sheet: (Optional) One or more plies GAFGLAS PLY 4, GAFGLAS Flex PlyTM 6 sheet, GAFGLAS #80, RUBEROID MOP Smooth, RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane: One or more plies of RUBEROID 20, RUBEROID 30, RUBEROID EnergyCap SBS 30 FR, RUBEROID 30 FR RUBEROID MOP Smooth, RUBEROID Mop 170 FR, RUBEROID Mop Granule, Roof MatchTM SBS Mop Granule, RUBEROID MOP PLUS, RUBEROID MOP FR, RUBEROID ULTRACLAD SBS, or RUBEROID Dual FR fully adhered in an approved asphalt at an 4f 0Man Ih & of 25 Ib.Isc� T 15 %. • • •.••• • • •• ••• •• • • • •• ?APPROVED 'fr MIAMI•DADECOUNTY • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. • • • • • • • • • • . .. • ••• • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • .• •• • •• • NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 10 of 31 Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs.sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbssq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote roof coating applied at 1 to 1.5 galisq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galisq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above •• ••• • • • • • •• • • • • • • • • • • • • •• • • • •• • . •• • ••• • • • • • • • • • • • • • • • • • • .. • • • • • • • • • • • • • • • • • •• •• • • •• • • • • • • • • ••• • ... • • • • • • • • • •• • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • •• • • NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 11 of 31 • WOOD DECK SYSTEM LIMITATIONS: . 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens Deck or 1 /2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LI i IATIONS 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. lino 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 side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of - 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS• 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. • 9. The maximum designed pressure limitation listed shRll be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within thts l p4, celner31 Lyrmjtatjgn #7 will not be applicable.) ••••••• 10. All pro • ucts ste erem s a EtiV; a � /FA K = ,, I in a and Rule 9B -72 of the Florida Adiuthist ati/a Cote ::. • ' END OF T:c S ACCEPTANCE MIAMI DADECOUNTY +1APPROVED tdrrt • • .. • .•• •.. • • . • • • • • • •• • • • • • • • • .. • • • • • • • • • •• • • •• • • •• • • • • • • • ••• • .. • • • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • .. • .• • • • • .. .. 000 • • • 000 • • NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 31 of 31 i r t. Y .1711 ui Roofing Systems (TGFU)- Continued Foam: 'Poly -Iso" or 'Poly -Iso Special" with ' Polyfoam 251" or 'Poly - foam 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). Surfacing: "Gacoflex UA -60" Series (various colors), applied 1 gal /sq (15 dry mils). 31, Deck: NC Incline: 2 Foam: 'Poly -Iso" or 'Poly -Iso Special" with " Polyfoam 251" or "Poly - foam 303", 1 in. min. Base Coat " GacoSil 5-1000 Series" or "GacoSil S-1600 Series" ( GacoRoof), applied at 1 gal /sq (10 dry mils). Surfacing. " GacoSil 5-1000 Series" or "GacoSil S-1600 Series" (GacoRoof), applied at 1 gal /sq (10 dry mils). 32 Deck: NC Incline: 1 Foam: "Polyfoam 251" or "Polyfoam 303 ", any thickness. Surfacing. "Gacoflex Ure- Shield 7007 ", 40 dry mils. 33. Deck: NC Incline: 2 Foam: "Polyfoam 275 ", any thickness. Base Coat " Gacoflex A-3211", 1-1/2 gal /sq (14 dry mils). Surfacing: " Gacoflex A- 3200" series (various colors), 1-1/2 gal /sq (14 dry roils). 34.• 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), applied at 1 -1/2 gal /sq. (15 dry mils). 5. Deck NC Incline: 1/4 Foam: "Polyfoam 251 ", "Polyfoam 275" or "Polyfoam 303 ", any thick- ness. Base Coat "Gacoflex UB-64; applied at 1 -1/2 gal /sq. (18 dry mils). Trowel Coat 30/60 mesh crushed walnut shells mixed at a rate of 5 Ib /gal with " Gacoflex UB -64," applied at 1 -1/2 gal /sq or " Gacoflex UB -64 ", applied at 1 -1/2 gal /sq (18 dry mils) followed by the broadcast application of 30/60 mesh crushed walnut shells applied at 7-8 lb /sq. Surfacing. "Gacoflex U-66 ", applied at 1/2 gal /sq. (6 dry mils). • 36. Deck NC Incline: 2 Foam: "Polyfoam 275 ", any thickness. Primer. "E -54" (not UL Classified), 0.67 gal /sq. Base/Top Coat "U -62 ", 2.0 gal /sq. Base Coat "Gacoflex UB -64," applied at 1 -1/2 gal /sq. (18 dry mils). Trowel Coat 30/60 mesh crushed walnut shells mixed at a rate of 5 lb /gal with " Gacoflex UB -64," applied at 1 -1/2 gal /sq or "Gacoflex UB -64 ", applied at 1 -1/2 gal /sq (18 dry mils) followed by the broadcast application of 30/60 mesh crushed walnut shells applied at 7-8 lb /sq. Surfacing. "Gacoflex U-66 ", applied at 1/2 gal /sq. (6 dry mils). '37. Deck NC Incline: 2 Foam: ' Polyfoam 275 ", any thickness. Primer: "E -54" (not UL Classified), 0.67 gal /sq. Base/Coat "U -62 ", 1.25 gal /sq. Base Coat "U -62," 0.75 gal /sq. Base Coat (Optional): "U-62," 0.75 gal /sq. Base Coat "U -62," 0.75 gal /sq. Surfacing (Optional): walnut chips at 9 to 11 lbs per sq. 38. Deck NC Incline: 2 Primer (Optional): "Gaco Primer ", (not UL classified). Base Coat " GacoSil S- 1600" (GacoRoof) at 1 gal per sq. Top Coat " GacoSil 5- 1600" (GacoRoof) at 1 gal per sq. Surfacing (Optional): Roofing granules applied at 30 to 35 lbs per sq. 39. Deck NC Incline: 2 • • ••• ROOF COVERING MATERIALS (TEVT) Base Coat " GacoSil S -1000 Series " or " GacoSil S-1600 Series" it 1.1'11 per sq. •• ••• Top Coat " GacoSil 5 -1000 Series" or " GacoSil S -1600 Series" at 1.1 gal per sq. Surfacing (Optional): Roofing granules applied at 30 IV! �ex%jP 40 . Deck: NC Incline: 1/4 • • • Foam: Polyfoam 273 ", 2 inches thick. • • • • • Base Coat "3-62 ",1.25 gal /sq. • • Second Base Coat "U -62 ", 0.75 gal /sq. (Optional walnut shells at 8 -10 lbs per sq.) Surfacing. "U -62 ", 0.75. gal /sq. • • • • • 41. Deck NC Incline: 1/4 • • • • • "Ribero : "i or "Ruberoi . r • • ' . ed 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 DensDeck® 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 points in the gypsum board and overlayment board are offset 6 in. with the jomts 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 DensDeck® in hot asphalt ergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification "GAF Stratavent Eliminator Venting Base Sheet ( Nailable)" may be mechani- cally 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 "EVER - GUARD" 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. Polysty- rene reference in any of the following Classficatons include "ENERGuard EPS Insulation ". References to • ass fiber insulation include "EnergyGuard Fiberglass Insu- lation". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLAS #75 Base Sheet" or sp „ "GAFGLAS #80 UL ) is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) in the Class P:, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", " GAFGLAS #80 ULTIMA or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for G1 asphalt glass fiber ply sheet • ( "GiFGL Ply 4" or "GAFGLAS Ply 6 ") as the nailed base ply in the • .foiow 'calSy ec= • • Urtiess dthetw$d indicated, all insulations may be hot mopped or mechani- cally fastened. " GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the • Claw ®, B or G systems listed below. Wl;en "perre'is ef:renced, this includes "GAFTEMP PERMALITE®" or • any •ther•UL Glassike4perlite insulation. • C rQsRed step, pr ssaeare suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. e bf ps lo oard under any of the following Class A, B or C systems • teas not adversellj effect the rating. The use of 1/2 in. min gypsum board is an Roofing Systems (TGFU) Continued Foam: ' Polyfoam 273 ", 2 inches thick Base Coat "UB- 8380 ",1.5 gal /sq. Top Coat: "S-10 Series", 1.5 gal /sq. Surfacing (Optional): No. 11 roofing granules applied at 50 lbs. per sq. 42. Decic NC Incline: 3/4 Foam: ' Polyfoam 273 ", 2 inches thick. Base Coat "U- 6006 ", 3.5 gal /sq. (Three applications at 1.16 gals /sq.) Second Base Coat "U- 6006 ", 0.85 gal /sq. Surfacing. "U- 6006 ", 0.85 gal /sq. (Optional No. 11 roofing granules at 30 lbs. /sq.) 43. Deck: NC Incline: 1-1/4 Foam: "P*foam 273 ", 2 inches thick. Base Coat "A 32 Series", 1.5 gal /sq. Surfacing: "A 32 Series", 1.5 gal /sq. 44. Deck NC Incline: 1 -1/4 Foam: " Polyfoam 273 ", 2 inches thick. Base Coat "Conklin Benchmark", 1.9 gal /sq. Surfacing: " Conklin Benchmark ", 1.9 gal /sq. 45. Deck: NC Incline: 2 Base Coat "A -38 Series ", 0.75 gal /sq. Second Base Coat: "A-38 Series ", 0.75 gal /sq. Wear Coat "A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per sq. Surfacing. "A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per • • • • • • • • •• fell • • • •• •• LOOK Ft)fi•THE UL•MARK Oitl•PRODUCT ROOF COVERING MATERIALS (TEVT) 177 R1306 11 178 ROOF COVERING MATERIALS (TEVT) 2006 ROOFING MATERIALS AND SYSTEMS DIRECTORY Roofing Systems (TGFU)- Continued acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insula- tion in any of the following Classifications. Trumbull "Perna Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable altemate to "GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roo: .vs�enr xE " 1'ta r !'o, wit y i - w . 111:' � ' . ! :a1/sq. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mo •" SBS products in an a • •licable Classification. ass 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood f oer, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel 2. Deck: C -15/32 Incline: 2 Insulation (Optional); One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type Gl " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2' Insulation (Optional): One or more layers perlite, wood fiber, glass fber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, 2 in. max. Ply Sheet Two or more layers Type G1 " GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet One or more layers Type Gl "GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". Cap Sheet One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ". • • Base Sheet One layer Type G2 " "GAF ' Base 4 ee i ; ; • • Ply Sheet One or more layers Type G1 ' "GAF • GCAS • 4/' tr "EAf • GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck C- 15/32 Incline: 2 Insulation: One or more layers perlite, giass•flbey isocyamuraite, yre- thane, perlite / isocyanurate composite, perli=e 4retF ne gprrilopAte, e- • nolic, 1.0 in. min (offset from plywood joints 6•in.). • • • • • : • Base Sheet One or more layers Type G1, d or G. Membrane: One or more layers " Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), " Ruberoid M " (S ooth or G ule) • or " Ruberoid Mop Plus" (granule). • • •• • . • • • Cap Sheet "GAFGLAS Mineral Surfaced Cap Steetlhq) xppl}gc& : 8. Deck: C -15/32 Incline: 2 • • • • • • • • 9. LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) — Continued Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type G1. Membrane: One or more layers "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. Deck: NC Incline: 2 Insulation (Optional): Perlite, ging fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Base Sheet: One or more layers Type G2, "GAFGLASS #75 Base Sheet ". Ply Sheet One or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6. Cap Sheet Type G3 " GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Surfacing. "Fireshield MB ", 2.5 — 3.0 gal. /sq. Class B 1. Deck: C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, ear.; fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Two or more layers Type Gl " GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fber, glasv fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers Type Gl, G2 or G3. Membrane: One or more layers "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. Class C 1. Deck C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A Deck: C -15/32 Incline 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. • • Surfacing: Gravel. �� „rvr n �m f f1T T c VCTFMC E�A1BIN .'r3" • • Class A • • • 1. • `beck NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. • • Fry Sheet Three or more layers Type GI "GAFGLAS Ply 4" or • • : GAFGLAS Ply 6 ". • fui4acing: Grundy Industries "al MB Aluminum Roof Coating" at • • • 11/2 gal /sq. 2. Deck NC Incline:1 Insulation (Optional): One or more layers perlite, wood fiber, glass • • iber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ • trethane composite, wood fber /isocyanurate composite, phenolic, any • • • tiic ness. • 1. 180 ROOF COVERING MATERIALS (TEVT) 2006 ROOFING MATERIALS AND SYSTEMS DIRECTORY Roofing Systems (TGFU) — Continued Surfacing. Gravel at 400 lbs /sq, loose laid or concrete blocks, at 10 lbs /sq and spaced not more than 1/8 in. 3. Deck NC Incline: 3 Insulation (Optional): Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in. Base Sheet (Optional): Type 15 asphalt organic felt or Type G2. Membrane: "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: Gravel 4. Deck: C -15/32 Incline: 1/4 Insulation (Optional): Perlite, glass fiber or wood fiber, any thickness. Membrane: "Ruberoid Torch Granule 1" (modified bitumen). Slip Sheet: 0.004 in. polyethylene (not UL Classified). Surfacing. 3/4 in. thick concrete with one layer of No. 10 Summerville Quarry tile (or equivalent) grouted in place. 5. Deck: NC Incline 2 Insulation (Optional): Perlite, glass fiber or wood fiber, any thickness. Membrane: "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: 3/4 to 1 -1/2 in. diam river bottom stone at 1000 lb /sq or concrete pavers weighing not less than 10 ]b /sq ft and spaced not more than 1/8 in. 6. Deck NC Incline: 3 Insulation: a)Polystyrene, 2 in. max, b)lsocyanurate, any thickness, laid loosely. Membrane: "EverGuard SR" or " EverGuard FB ", 40-100 mil (TPA), laid loosely. Surfacing. River bottom stone (3/4 - 14/2 in. diam) at 1000 Ib /sq or concrete roof pavers. 7. Decic C -15/32 Incline: 1/2 Slip Sheet: One or more layers Atlas Roofing "FR50 ", mechanically fastened. Membrane: " EverGuard TPO Plus ", 45 mil. Surfacing: River bottom stone, (3/4 to 1 -1/2 in. diam) at 1000 lbs/sq or concrete roof pavers. 8. Deck: C -15/32 - Incline: 1/2 Base Sheet Two or more layers Type G2, " GAFGLAS Basesheet #75 ", mechanically fastened. Membrane: " EverGuard TPO Plus", 45 mil Surfacing: River bottom stone, (3/4 to 1 -1/2 in. diem) at 1000 lbs/sq or concrete roof pavers. Class A - Fully Adhered 1. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fr'ber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet (Optional): One or more layers Type Gl, G2 or 03. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule" (granule). Surfacing: Gravel, 400 lbs /sq, loose laid or applied in a flood coat of hot roofing asphalt. 2. Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers Type 01, G2 or 03. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Coating. Karnak No. 97,1 -1/2 - 3 gal /sq. 3. Deck: NC Incline: 1/4 Insulation (Optional): One or more layers perlite, wood fs'lber, glass fiber, any thickness. • • ••• • • • • • • • Membrane: One or more layers "Ruberoid Torch" (Smooth or rail e),• ' Ruberoid Torch Granule Plus ", "Ruberoid Mop Graaylg" pri'Ruucg$id" Mop Plus Granule ". Coating: Karnak No. 97,11/2 - 3 gal /sq. 5. 6. LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) Contiiued Deck: NC Incline: 1/2 Base Sheet (Optional): One or more layers Type G1; G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ". Surfacing (Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glaaq fiber, 3/4 in. min, isocya- nurate, urethane, perlite / isocyanurate composite, perlite /urethane com- posite, 1-1/2 in. min. Base Sheet (Optional): One or more layers Type G1, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing. Gravel Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite. Base Sheet Two or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type Gi. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", ' Ruberoid Mop" (Smooth or Granule) or ' Ruberoid Mop Plus Granule ". Surfacing: Karnak No. 97,1 -1/2 - 3 gal /sq or gravel 8. Deck: NC Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- nurate, urethane, perlite / isocyanurate composite, perlite /urethane com- posite,1 -1/2 in. min ' Base Sheet (Optional): One or more layers Type 01, 02 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". "AL MB ', _ . Roof 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1-1/2 in. min. Base Sheet One or more layers Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet One or more layers Type G1 " GAFGLAS Ply 4 ", hot mo, in place. Membrane: ' eroid M 170 FR ". Surfacing (Optional): "GAF ere Aluminum Coating" at 1 -1/2 gal /sq or "GAF Weather Coat Emulsion" at 3 gal /sq. 10. Deleted 11. Deleted 12. Deleted 13. Deleted 14. Deleted 15. Deck: C -15/32 Incline: l/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or perlite /isocyanurate composite. 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 01, hot mopped in place. • • Membrane: ` Ruberoid Mop 170 FR ". ' e: 1 2 • • • • Inselation (Optional): Perlite, fiber glass, isocyanurate, urethane or • • •partite /isocyanurate composite, offset 6 in. from joints. Base Sheet One or more layers Type 0-2 or G-3 base sheet, hot mopped or mechanically fastened. 4. Deck C -15/32 Incline:1 /2 • • • • • • • lily Sheet (Optional): One or more layers Type G-1, hot mopped in Insulation: One or more layers perlite, glass fier,:socf thane, perlite/isocyanurate composite, perlite /urcthane composite ?he- • • nolic, 1 -1/2 in. min thickness (offset from plywood •joints6 m.). • • Base Sheet One or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type 01. Membrane: One or more layers ' Ruberoid Torch" (Samoth&r Granule), • "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Sm: oth'pr Grtm:e, or "Ruberoid Mop Plus Granule ". • • • • • • • • • • Surfacing. Karnak No. 97, 1 -1/2 - 3 gal /sq. • • • • • • ;place; • • Mem�e: One layer "Ruberoid Torch Smooth" or "Ruberoid Mop Membrane: One layer "Ruberoid Mop 170 FR ". 17. Deck: NC Incline: 1 • • • •hrsulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, :ureth or perlite / isocyanurate composite. :Ve• edtarrr One or more layers Type G2 or G3 base sheet, hot mopped • • • *or m tally fastened. I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR 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 hour f 'C f . -21-1 ,j / WO (Print Name of O wner /Operator) " i _-tee) /0 (Signature f Owner Op rator) p ('Date) (Contact phone #) DERM USE ONLY � Postmark/Date Received ID # EZ Strip and Removal ❑ Glove Bag ❑ Bulldozer ❑ Wrecking Ball Wet Method ❑ Dry Method ❑ Explode ❑ Bum Down OTHER: P 1 Florida Department of Environmental Protection Division of Air Resource Management NOTICE OF DEMOLITION OR ASBESTOS RE sue TYPE OF NOTICE (CHECK ONE ONLY): e t..19RIGINAL ❑ REVISED TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION ❑ RENOVATION IF DEMOLITION, IS IT AN ORDERED DEMOLITION? El YES IF RENOVATION: IS IT A PLA E I. Facility Name Address City • Site Building Size Prior Use: Present Use: .11. Facility Address City 1) 111. Contractor's Name Address s fr3C6V = ep"7 161_01-158 10/08 IS IT AN EMERGENCY RENOVATION OPERATION? s RENOV Ttpiv O ERAS' ON? 0 r j/a 1'\ State Zip 7- )31.3' County n� Consultant Inspecting Site `� , d (Square Feet) # of Floors I ` 6 Building Age in Y ars _ ❑ Schooi/College/University ❑ Residence ❑ Small Business Other Vl School/Coliege/Unersity ❑ Residence ❑ Small Business Amount of RACM or ACM* 0e74 -A1 Ala ' State /4 City " H / State Zip / Is the contractor exempt from licensure under section 469.002(4), F.S.? ❑ YES NO �a . IV. Scheduled Dates: (Notice must be o'stm,Orked 10 wor ink lays before the project start date) Asbestos Removal (mm/dd/yy) Start:J ) �®a' Finish: et /I FD Demo/Renovation (mm/dd/yy) Start: Finish: V. Description of planned demolition or renovation work to be performed and methods to be employed, including demolition or renovation techniques to be used and description of affected facility components. Procedures to be Used (Check All That Apply): VI. Procedures for Unexpected RACM: b 9 LL 1 Cit4 1 2) ' °a° 1 iii L VII. Asbestos Waste Transporter: Name We S all 8� 1 / 0 L - Phone ( ) Address City _ VIII. Waste Disposal Site: Name / I .---, Address c -� J /let) et) _ s -7 4-e,,, ..„ k iikk7i.G,AGrh b.E.G4akii. City , ^-,, P) State Zip UALFTY IVIA AtiEIV1 DIVISION IX. RACM or ACM: Procedure, i, cluding analytical methods, employed to detect the presence o RACM and at and II n nfriablepqC,M This C is tc� o c fy �� "l �(� Pet1UIFdC j 0 YES YES Sta Zip su itted in Compliance with square feet surfacing material square feet cementitious m to I pli egulatiorit, linear feet pipe square feet resilient floo cubic feet of RACM off facility components ii.C2k, square feet asp eats *Identify and describe surfacing material and other materials as applicable: DISTRIBUTION: White - DERM Yellow ❑ CAN ROO NO K NO ❑ NO Pink - Reserve Gold Reserve ❑ CO NG MAR 2 6 2010 Filei Quality, NiAlm DivisiOFi1 COUNTY Miami -Dade DERM Air Quality Management Division 701 N.W. 1st Court, 8th Floor i, Florida 33136 Other Phone ( 'O 2 44- o / Phone ( -Tog / MIAMICID JotPication(s) Regarding rat buyiv6 Il�t/ b� E PLAN REVIEW FINAL APPROVAL DEPARTMENT OF ENVIRONMENTAL RESOURCES AGE T CORE REVIEWER (PRINT).�`�-- SIGNATURE I certify that the above information is correct and that an'indivicual site during the demolition or renovation and evidence that the required during normal business hour _ (=` trained in the provison of train* g has been act his regulation (40 CFR Part 61, Subpart M) will be on- ti4r1Uhed by this person will be available for inspection Glove Bag (Print Name of Owner /Operator) : ❑ Wrecking Ball (Signature of Owner /Ope tor) Wet Method ( j am- ; (Contact phone #) k/Date Received 1=R LUSE ONLY Postmark/Date m D at c Explode `v a Florida Department of Environmental Protection Division of Air Resource Management NOTICE OF DEMOLITION OR ASBESTOS R TYPE OF NOTICE (CHECK ONE ONLY): ( : ; ORIGINAL ❑ REVISED TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION ❑ RENOVATION IF DEMOLITION, IS IT AN ORDERED DEMOLITION? ❑ YES IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES I. Facility Name r IS IT A PLANNED RENOVATION O ERAT'ON? I,YES I Address City Zip rt J County 17 ;/i - , a'' State � ��- => Zi " -�+ � a 4�, Site Building Size Prior Use: Present Use: I1. Facility Owner Address '",?' it!'" J City t 111. Contractor's Name Address 5 City 161_ -158 10/08 4., i) (Square Feet) # of Floors i ❑ School/College/University ❑ Residence L: p Small Business ❑ School/College/University , ❑ Residence ❑ Small Business. t ( o '., 61 7 fad` , r "" � 1 3 � City VIII. Waste Disposal Site Name Address r � City d x@ y �t' State n IX. RACM or ACM: Procedure, including analytical methods, employed to detect State,., ?O,t Amount of RACM or ACM* square feet surfacing material linear feet pipe cubic feet of RACM off facility components *Identify and describe surfacing material and other materials as applicable: NO VI. Procedures for Unexpected RACM: ^ '� �� 1' � � � VII. Asbestos Waste Transporter: Name Llr' Zip Phone ( El NO DISTRIBUTION: White —DERM Yellow — Applicant Pink— Reserve Gold— Reserve Building Age in Years Other "i'`'`'? `- Other s , j '` Phone ( y t` , ") 721 MIAMFDE3 COUNTY Miami -Dade DERM Air Quality Management Division 701 N.W. 1st Court, 8th Floor Miami, Florida 33136 AFilp# 4aJ�t'g ❑ NO Management DfvfsI®�i, Consultant Inspecting Site 1 Is the contractor exempt from licensure under section 469.002(4), F.S.? U YES s IV. Scheduled Dates: (Notice must be P , postm� I arked 10 wor ing days before the project start date) ° r l • ' Asbestos Removal (mm/dd/yy) Start f Finish: t ' r 1y Demo/Renovation (mm/dd/yy) Start: Finish:. V. Description of planned demolition or renovation work to be performed and methods to be employed, including demolition or renovation techniques to be used and description of affected facility components. Procedures to be Used (Check All That Apply): Phone ( Address Zip AIR QUALITY MANAG hIiENT DIVISION the presence of RACM apdE a %ood i e (1. Nolifiuutiun(s) ilegarding acb0Ettos hsvn i T,Pn submitted in Compliance with square feet cementitious mate, le regulations. square feet resilient flooring sq{iare feet asp asptiAlt ° ° h , I ' DatEr 2 i 0 Strip and Removal ❑ Glove Bag ❑ Bulldozer ❑ Wrecking Ball Wet Method ❑ Dry Method ❑ Explode ❑ Burn Down OTHER: Florida Department of Environmental Protection Division of Air Resource Management NOTICE OF DEMOLITION OR ASBESTOS R TYPE OF NOTICE (CHECK ONE ONLY): ( : ; ORIGINAL ❑ REVISED TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION ❑ RENOVATION IF DEMOLITION, IS IT AN ORDERED DEMOLITION? ❑ YES IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES I. Facility Name r IS IT A PLANNED RENOVATION O ERAT'ON? I,YES I Address City Zip rt J County 17 ;/i - , a'' State � ��- => Zi " -�+ � a 4�, Site Building Size Prior Use: Present Use: I1. Facility Owner Address '",?' it!'" J City t 111. Contractor's Name Address 5 City 161_ -158 10/08 4., i) (Square Feet) # of Floors i ❑ School/College/University ❑ Residence L: p Small Business ❑ School/College/University , ❑ Residence ❑ Small Business. t ( o '., 61 7 fad` , r "" � 1 3 � City VIII. Waste Disposal Site Name Address r � City d x@ y �t' State n IX. RACM or ACM: Procedure, including analytical methods, employed to detect State,., ?O,t Amount of RACM or ACM* square feet surfacing material linear feet pipe cubic feet of RACM off facility components *Identify and describe surfacing material and other materials as applicable: NO VI. Procedures for Unexpected RACM: ^ '� �� 1' � � � VII. Asbestos Waste Transporter: Name Llr' Zip Phone ( El NO DISTRIBUTION: White —DERM Yellow — Applicant Pink— Reserve Gold— Reserve Building Age in Years Other "i'`'`'? `- Other s , j '` Phone ( y t` , ") 721 MIAMFDE3 COUNTY Miami -Dade DERM Air Quality Management Division 701 N.W. 1st Court, 8th Floor Miami, Florida 33136 AFilp# 4aJ�t'g ❑ NO Management DfvfsI®�i, Consultant Inspecting Site 1 Is the contractor exempt from licensure under section 469.002(4), F.S.? U YES s IV. Scheduled Dates: (Notice must be P , postm� I arked 10 wor ing days before the project start date) ° r l • ' Asbestos Removal (mm/dd/yy) Start f Finish: t ' r 1y Demo/Renovation (mm/dd/yy) Start: Finish:. V. Description of planned demolition or renovation work to be performed and methods to be employed, including demolition or renovation techniques to be used and description of affected facility components. Procedures to be Used (Check All That Apply): Phone ( Address Zip AIR QUALITY MANAG hIiENT DIVISION the presence of RACM apdE a %ood i e (1. Nolifiuutiun(s) ilegarding acb0Ettos hsvn i T,Pn submitted in Compliance with square feet cementitious mate, le regulations. square feet resilient flooring sq{iare feet asp asptiAlt ° ° h , I ' DatEr 2 i 0 ERM PLAN REVIEW FINAL 'APPROVAL DEPARTMENT OF ENVIRONMENTAL RESOURCES MA,] AGEME CORE REVIEWER (PRINT);. SIGNATURE TYPE OF NOTICE (CHECK ONE ONLY): ❑ ORIGINAL TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION IF DEMOLITION, IS IT AN ORDERED DEMOLITION? IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? IS IT A PLANNED RENOVATION OPERATION? , , 1. Facility Name Address City State Zip County Site Consultant Inspecting Site Building Size (Square Feet) # of Floors Building Age in Years Prior Use: ❑ School /College/University ❑ Residence ❑ Small Business Other Present Use: ❑ School /College/University ❑ Residence ❑ Small Business Other 11. Facility Owner Phone ( Address (. , City State Zip 111. Contractor's Name Phone ( ) - Address I City State Zip Is the contractor exempt from licensure under section 469'4002(4), F.S.? ❑ YES ❑ NO IV. Scheduled Dates: (Notice must be postmarked 10 working days before the project start date) Asbestos Removal (mm/dd/yy) Start: Finish: it Demo /Renovation (mm/dd/yy) Start: Finish: V. Description of planned demolition or renovation work to be performed and methods to be employed, including demolition or renovation techniques to be used and description of affected facility components. Procedures to be Used (Check All That Apply): VI. Procedures for Unexpected RACM: VII. Asbestos Waste Transporter: Name Address City State VIII. Waste Disposal Site: Name Address City NOTICE OF DEMOLITION OR ASBESTOS RENOVATION I OlJ I 1�11;SY IX. RACM or ACM: Procedure, including analytical methods, ❑ REVISED ❑ RENOVATION ❑ YES ❑ YES ❑:YES Phone( Amount of RACM or ACM* square feet surfacing material linear feet pipe cubic feet of RACM off facility components II *Identify and describe surfacing material and other materials as applicable: 1 A I certify that the above information is correct and that an rndivi al trained in the provisionof his regulation (40 CFR Part 61, Subpart M) will be on- site during the demolition or renovation, and evidence that the required training has been accoriplished by this person will be available for inspection during normal business hours. (Print Name of Owner /Operator) -__ (Signature of Owner /Operator) ( - I (Date) ,rte ` (Contact phone #) ID # DERM USE ONLY Postmark/Date'Received 161_01-158 10/08 Florida Department of Environmental Protection Air Quality Management Division Division of Air Resource Management 701 N.W. 1st Court, 8th Floor Miami, Florida 33136 ❑ CAN E�'LA'f'1ON 1 ROOTING NO ENO ❑ NO Zip MAR 1 b LU110 File # Process i COUNT �E)■ COUNTY -- Miami -Dade DERM State Zip v- " xv �nh ;n, 6' 4 J employed to detect the presence of RA' CM and Category 1 an II r!o frbe AC . 114 c. NJ fd. /l'�/ d IIl� tf - iay l A o o� ya 1 ;1113tted in Co y ■∎Hance with square feet cementitious material square feet resilient flooring sqlare feet asphnl roofrng ' DISTRIBUTION: White -DERM Yellow- Applicant Pink - Reserve Gold- Reserve —� firs t' ? Strip and Removal ❑ Glove Bag ❑ Bulldozer ❑ Wrecking Ball Wet Method Q Dry Method I Explode ❑ Burn Down OTHER: TYPE OF NOTICE (CHECK ONE ONLY): ❑ ORIGINAL TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION IF DEMOLITION, IS IT AN ORDERED DEMOLITION? IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? IS IT A PLANNED RENOVATION OPERATION? , , 1. Facility Name Address City State Zip County Site Consultant Inspecting Site Building Size (Square Feet) # of Floors Building Age in Years Prior Use: ❑ School /College/University ❑ Residence ❑ Small Business Other Present Use: ❑ School /College/University ❑ Residence ❑ Small Business Other 11. Facility Owner Phone ( Address (. , City State Zip 111. Contractor's Name Phone ( ) - Address I City State Zip Is the contractor exempt from licensure under section 469'4002(4), F.S.? ❑ YES ❑ NO IV. Scheduled Dates: (Notice must be postmarked 10 working days before the project start date) Asbestos Removal (mm/dd/yy) Start: Finish: it Demo /Renovation (mm/dd/yy) Start: Finish: V. Description of planned demolition or renovation work to be performed and methods to be employed, including demolition or renovation techniques to be used and description of affected facility components. Procedures to be Used (Check All That Apply): VI. Procedures for Unexpected RACM: VII. Asbestos Waste Transporter: Name Address City State VIII. Waste Disposal Site: Name Address City NOTICE OF DEMOLITION OR ASBESTOS RENOVATION I OlJ I 1�11;SY IX. RACM or ACM: Procedure, including analytical methods, ❑ REVISED ❑ RENOVATION ❑ YES ❑ YES ❑:YES Phone( Amount of RACM or ACM* square feet surfacing material linear feet pipe cubic feet of RACM off facility components II *Identify and describe surfacing material and other materials as applicable: 1 A I certify that the above information is correct and that an rndivi al trained in the provisionof his regulation (40 CFR Part 61, Subpart M) will be on- site during the demolition or renovation, and evidence that the required training has been accoriplished by this person will be available for inspection during normal business hours. (Print Name of Owner /Operator) -__ (Signature of Owner /Operator) ( - I (Date) ,rte ` (Contact phone #) ID # DERM USE ONLY Postmark/Date'Received 161_01-158 10/08 Florida Department of Environmental Protection Air Quality Management Division Division of Air Resource Management 701 N.W. 1st Court, 8th Floor Miami, Florida 33136 ❑ CAN E�'LA'f'1ON 1 ROOTING NO ENO ❑ NO Zip MAR 1 b LU110 File # Process i COUNT �E)■ COUNTY -- Miami -Dade DERM State Zip v- " xv �nh ;n, 6' 4 J employed to detect the presence of RA' CM and Category 1 an II r!o frbe AC . 114 c. NJ fd. /l'�/ d IIl� tf - iay l A o o� ya 1 ;1113tted in Co y ■∎Hance with square feet cementitious material square feet resilient flooring sqlare feet asphnl roofrng ' DISTRIBUTION: White -DERM Yellow- Applicant Pink - Reserve Gold- Reserve —� firs t' ? REVIEW FINAL ..... . pEPARTMENT OF ENVIRONMENTAL it.ESOURCES : NAG =;,TENT CORE REVIEW .tl.' N1): SIGNATURE