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RF-07-274Remove existing ROOF 13/i 41 bi APR 0 6 2007 Passed Inspector Comments 954 -917 -7107 PLEASE CALL BEFORE HAND Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -45114 Permit Number: RF-2-07-274 Inspection Date: 04/05/2007 Inspector: Grande, Claudio Owner: , BARRY UNIVERSITY Job Address: 11300 2 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: INFINITY ROOFING AND SHEET METAL INC Building Department Commen Wednesday, April 4, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: 1 Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)899 -3052 Parcel Number 1121360010160 Lot: 2 Phone: (954)917 -7107 Page 1 of 2 BUILDING �� PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) b i (' C y U / ers ! Phone # Owner's Address //300 Alb 4v‘, City / M')i 5/02f S State 7 Zip 33 1(' / /� ® Tenant/Lessee Name RDAI ( qui 5 Phone # Job Address (where the work is being done) // 3 00 / Pc City Miami Shores Villa e FOLIO / PARCEL # Is Building Historically Designated YES NO Phone Q 5 C ! f) ` 1 CD 1 Contractor's Company Name Contrac 's Address / a 0 mt.) ► y �CJ 0_0 t 4 S.() 2 4- 5 Cit (n ClinO &ACri, State 1 , Zip 330Co9 Qualifier Name IO rl ` � ck _. \ Cam.-- Phone # Value of Work For this Permit $ Type of Work: Ilkddition Describe Work: IKe (nO - IA Nl:Q. Submittal Fee $ Miami Shores Village - i - l�J ✓� 1 Permit Fee $ State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) 4C.- C orb 5 3 6 ?3 C Square / Linear Footage Of Work: � (e,00 S DAlteration told ski it ste ✓) 5 F ea.) 3h ve -fin eitez40 /a sh ef3 Notary $ Training/Education Fee $ 10 Scanning $ Radon $ Bond $ Code Enforcement $ Structural Review. $ RIE©mgruEl La FEB // 1 5 2007 NI BY: ___,!(ht'k 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 1z Building Department County Miami -Dade DPBR $ Master Permit No. Double Fee $ Phone # DNew. Repair/Replace ❑ Demolition A vLA etr 1rardE-� 1Su ori r a (a. 5 ' s ti - k et r '. ® cQr`T 4 Roofmg Zip "V 7 -fl 7 J CCF $ ?a2 40 CO/CC Technology Fee $ . Zoning $ Total Fee Now Due $ 5515 - 3Z See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: Plans Examiner Engineer Zoning Miami Shores Village Building Department BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2001 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address 1) /� 20) City) t1 , State Tenant/Lessee Name 4 �3l 4 1 J l) LT U )6r Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name Con ctor's Address Ci / `ad� - n_;► Qualifi::,_ . do; Architect/Engineer's Name (if applicable) 4C AC--- $ Value of Work For this Permit 5 3,C1360 Type of Work: ['Addition Describe Work: Submittal Fee $ Total Fee Now Due $ Notary $ Scanning $ Code Enforcement $ (Continued on opposite side) ['Alteration Training /Education Fee $ Radon $ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Electrical Plumbing Mechanical iZESITT County Miami -Dade NO Permit Fee $ CCF $ Structural Plan Review. $ Zip Zip c a l iM Phone # 305-6t9 x}'054 Phone# 7EL° 2 23' - 6 -5'(0 Phone # 67154- 74Z - 95)S Square Footage Of Work: a 5F lE ❑ Demolition Technology Fee $ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip kl Op- Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved a reinspection fee will be charged. Signature Signature Owner or Agent e � / f�j oc , 1 Contractor The foregoing instrument was acknowledged before me this 09. The foregoing instrument was acknowledged before me this 6 day of�..bre,I.1 ,206 '1,by Ftre-iiLi Vi11031, , day ofFpIl y ,20 c'iby "..1 (QM. , who is personally known to me or who has produced who is personally known to me or who has produced FL, „L NOTARY PUBLIC: Sign: Print: L. Chc 10/14/03 As c orLar wiaotiid„taJ an.oath._ h u ,,,, L;,.u,,,,,,Is identi �� .'''AM LINDA S. NUTS TARY PUBLI : Y TpLA4 IP : Notary Public - Staff of Florida • • t Camr lon Eames Jun 16.2009 Sign: s» , mss; / won /DD 441131x1 My Commission Expires: VO APPLICATION APPROVED BY: Print: )_ R. 2 ea My Commission Expires: n !b r 24 ooi (Certificate of Competency Holder) State Certificate or Registration No. C 5 7 467 Certificate of Competency No. Plans Examiner Engineer Zoning '` 4N. y'P I ° -- Notary Public - State of Florida •) My Commission Expos Jun 16, 2009 603 ' Bonded Natlonel NolaryAssn This instrument prepared by: Name �' Pt M h.00riq b Address Permit # NOTICE OF COMMENCEMENT State of Florida County of Ty) I A Al i _ The undersigned hereby gives notice that improvement will be made to certain real property and in accordance with Chapter 713, Florida Statutes, the following information is provided in this. Notice of Commencement 1. Description of property: 2. General description of improvement Ra 3.a. Owner name and address: b. Interest in property: c. Name and address of fee simple titleholder (if other than Owner): 4. a. Contractor name and address: b. Contractor's phone number 5. a. Surety name and address: b. Surety's phone number. c. Amount of bond: isv 6. a. Lender name and address: SWORN TO AND SUBSCRIBED before me this 4 4 1 day of 200 1 , by 444 9° d Folio # LINDA S. MITTS Notary Pubac- Mateo, Rad ,� - -� � tr •I 2119 Conxrission # DO 441600 Bonded 81► National Notut 1111111111111111111111111111111111111111111 CFN 200780166366 OR 8V... 25370 Ps 3948f (fps' RECORDED 02/1572007 12:57°35 HARVEY MINI CLERK OF COURT? MIAfI -['AGE COUNTY, FLORIDA LAST PAGE J I N& a"u &AA-- This space reserved for Recording Office Use ■ y�� n h s � �( l�(.� ( legal description of the property, and street address'If available) r rr. 'I 4'11-7 _ X 40 b. Lender's phone number. 7. a. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes.: Name: Address: b. Phone number. 8. a. In addition to himself or herself, Owner designates of to receive a copy of the Lieno?s Notice as provided in Section 713.13(1)(b), Florida Statutes. b. Phone number of person or entity designated by owner 9. Expiration date of notice of commencement (expires 1 year from date of recording unless a different date is specified) 6 an It. veArsic r,i WIT HAR Sy �� � � � t ` (Signature of Owner) (Signature of Owner) This space reserved for Recording Office Use E OF FLORIDA. COUNTf OF DE EBV CERTIFY that this is a tare fly or the al filed in this office an / day 07 F f , AD 20 0 ESS my hand and Official Seal. EY RUVIN, CLERK, h=urt and County Courts D.C. COWyr CUNC (lb V 9 D y j' WOO:: W 'PUL: jr,'@' . cC» Strip and Removal Glove Bag Bulldozer Wrecking Ball L,. ."1 Wet Method *Dry Method Explode Burn Down ' TYPE OF NOTICE (CHE TYPE OF PROJECT (CHECK ONE ONLY) ❑ DEMOLITION ❑ RENOVATION ROOFING IF DEMOLITION, WAS IT AN ORDERED DEMOLITION? ❑ YES O IF RENOVATION: File # IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES E IO IS PLAN 1�N TM 1 1 N? 4 YES NO Process# 1. Facility Name fG�"""�ee jj��J +� Address City State Zip County Site Consultant Inspecting Site Building Size � (Square Feet) # of Floors 2. Age in Years 2. 0 o e Prior Use: C lle e/Uoer Residence Small Business Other Present Use: a• iversi. _ Residence Small Business Other Phone /gilt' ! _ II. Facility • er . [i ll� lr? _ Addr ss Iffi � q' i EMIT III. Contract Name i,� �r 7 " , 'y11 P 11 Addre s 9�" "' :a[Jk� � �:�,L i ? lam State + , Zip = "' • • IV. Scheduled Dates: Asbestos Removal (mm/dd/yy) Start V. Procedures to be used (Check All That ApplJ): 161_01- 158 5/06 Florida Department of Environmental Protection Division of Air Resource Management NOTICE O,.F, ASBESTOS RENOVATION OR DE q I.ITION CK ONE ONLY) ORIGINAL ❑ REVISED ❑ CANCELLATIONOURTESY ( Cit ito kt f' % ljt*�' ��,,�� Florida License No. diri rrl Is the contract exempt from licensure under Section 469.004(7), F.S.? Finisha3 .5 0 Demo/Renovation (mm/dd/yy) Start: MIAMI•D�►DE COUNTY Miami -Dade DERM A Section 33 S.W. 2nd Avenue, Suite 9 -223 Miami, Florida 33130-1540 ❑ YES ❑ NO nishr E USING A D Y • 1j • - Na e State Phone ( *MUST OBTAIN PRIOR DERM APPROV Vi. Procedures for Unexpected RACM: Val i nMaria . t `_ City !A a !irr _�" ` VIII. Waste Disposal Site Nam IT& i '111 VII. Asbestos Waster Transporter Addy. ss e Addres 4 { ti j City ntl it,. � r IX. Amount of RAC or A M square feet surfacing material linear feet pipe cubic feet of RACM off facility components square feet cementitious material square feet resilient flooring square feet asphalt roofing (Sig 'atuce jbf Owner / • perator) Zip 6 IAMI -DADE D si M. LITY MANAGEMENT DIVISION is is to certify thatthe required Notification(s) Regarding asbestos have been submitted in Compliance with ApJ' (Contact Phone #) DISTRIBUTION: White - DERM Yellow - Applicant Pink - Reserve Gold - Reserve I certify that the above information is correct and that an individual trained in the provisions of this regulation (40CFR Part 61, Subpart M) will be on -site during the demolition or renovation and evidence that the required training has been accomplished bythi o erso n v ' -, vai - ble for inspection during normal business hours✓ AY DERM USE ONLY Postmark/Date Received ID # Asbestos Waster Transpo e Addr:.ss - City Waste Disposal Site: Nam Addres °� City T IX. Amount ofr ACM �o Colle e/g Univ_,p DISTRIBUTION: White — DERM Yellow —Applicant State Zip Phone{ Pink- Reserve Cold — Reserve Florida Department, of tassounwpo Environmental Protection Division of Air Resource Management NOTICE OF ASBESTOS RENOVATION OR DEMQLITION 'O LITION TYPE OF NOTICE (C ONE ONLY) RIGINAL ❑ REVISED ❑ CANCELLATION LIte URTESY TYPE OF PROJECT (CHECK ONE ONLY) ❑ DEMOLITION ❑ RENOVATION [J1 OOFING IF DEMOLITION, WAS IT AN ORDER ED DEMOLITION? ❑ YES 0440 IF RENOVATION:. File* IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES Et IS, I A PLANNED R OTI PRATION? 0 YjS D NO Process# I. Facility Name i t Utv v r Address City Site Building Size Prior Use: Present Use: II. Facility Owr)er Address .,; VII. 161 01 -158 5/06 State Zip County Consultant Inspecting Site (Square Feet) # of Floors Age in Years Z Residence Small Business Other Residence Small Business Other ._ rc Phone City III. Contract is Name Address ` city 7 , -=1 Florida License Scheduled Dates: Asbestos Removal ( mm/dd/yy) e 4 State Zip ( >l Is the contract exempt from licensure under Section 469.004(7), ES.? Start: ZIP,310 Nacre Procedures to be used (Check All That Apply`'): square feet surfacing material linear feet pipe cubic feet of RACM off facility components square feet cementitious material square feet resilient flooring square feet asphalt roofing Finish State *MUST OBTAIN PRIOR DERM APPROVAI EFQ E USING A DRY M HQD Procedures for Unexpected RACM: - � P .fi ' 4 � P � per, tyrA,. Phone State Zip Demo/Renovation (mm/dd/yy) Start:a MIAMFDADE COUNTY TY MANAGEMENT DIVISION Miami -Dade DERM Air Section 33 S.W. 2nd Avenue, Suite 9 -223 Miami, Florida 33130 -1540 ❑ YES ❑ NO This is to certify that the required Notification(s) Regarding asbestos have been submitted in Compliance with Appit heregu1ations. Sign d` 0 Date I certify that the above information is correct and that an individual trained in the provisions ofi this ; regulation (4OCFR Part 61, Subpart M) will be on -site during the demolition or renovation and evidence that the required training has been accomplished by this perspriwIJI b vailable for inspection_ during normal business hours./ (Sig atu wner / Operatorl PRINT DERM USE ONLY Postrnark/Date Received ID # Strip and Removal Glove Bag Bulldozer Wrecking Ball Wet Method *Dry Method Explode Bum Down Asbestos Waster Transpo e Addr:.ss - City Waste Disposal Site: Nam Addres °� City T IX. Amount ofr ACM �o Colle e/g Univ_,p DISTRIBUTION: White — DERM Yellow —Applicant State Zip Phone{ Pink- Reserve Cold — Reserve Florida Department, of tassounwpo Environmental Protection Division of Air Resource Management NOTICE OF ASBESTOS RENOVATION OR DEMQLITION 'O LITION TYPE OF NOTICE (C ONE ONLY) RIGINAL ❑ REVISED ❑ CANCELLATION LIte URTESY TYPE OF PROJECT (CHECK ONE ONLY) ❑ DEMOLITION ❑ RENOVATION [J1 OOFING IF DEMOLITION, WAS IT AN ORDER ED DEMOLITION? ❑ YES 0440 IF RENOVATION:. File* IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES Et IS, I A PLANNED R OTI PRATION? 0 YjS D NO Process# I. Facility Name i t Utv v r Address City Site Building Size Prior Use: Present Use: II. Facility Owr)er Address .,; VII. 161 01 -158 5/06 State Zip County Consultant Inspecting Site (Square Feet) # of Floors Age in Years Z Residence Small Business Other Residence Small Business Other ._ rc Phone City III. Contract is Name Address ` city 7 , -=1 Florida License Scheduled Dates: Asbestos Removal ( mm/dd/yy) e 4 State Zip ( >l Is the contract exempt from licensure under Section 469.004(7), ES.? Start: ZIP,310 Nacre Procedures to be used (Check All That Apply`'): square feet surfacing material linear feet pipe cubic feet of RACM off facility components square feet cementitious material square feet resilient flooring square feet asphalt roofing Finish State *MUST OBTAIN PRIOR DERM APPROVAI EFQ E USING A DRY M HQD Procedures for Unexpected RACM: - � P .fi ' 4 � P � per, tyrA,. Phone State Zip Demo/Renovation (mm/dd/yy) Start:a MIAMFDADE COUNTY TY MANAGEMENT DIVISION Miami -Dade DERM Air Section 33 S.W. 2nd Avenue, Suite 9 -223 Miami, Florida 33130 -1540 ❑ YES ❑ NO This is to certify that the required Notification(s) Regarding asbestos have been submitted in Compliance with Appit heregu1ations. Sign d` 0 Date I certify that the above information is correct and that an individual trained in the provisions ofi this ; regulation (4OCFR Part 61, Subpart M) will be on -site during the demolition or renovation and evidence that the required training has been accomplished by this perspriwIJI b vailable for inspection_ during normal business hours./ (Sig atu wner / Operatorl PRINT DERM USE ONLY Postrnark/Date Received ID # TYPE OF NOTICE (CHECK ONE ONLY) 181_01-158 5/08 NOTICE TYPE OF PROJECT (CHECK ONE ONLY) ❑ DEMOLITION ❑ RENOVATION ❑`ROOFING IF DEMOLITION, WAS IT AN ORDERED DEMOLITION? ❑ YES ❑ NO IF RENOVATION: File # IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES 0 NO IS • IT A PLANNED RENOVATION OPERATION? ❑ YES 0 NO Process # I. Facility Name Address City State Zip County Site Consultant Inspecting Site Building Size (Square Feet) # of Floors - Age in Years Prior Use: School/College /University Residence Small Business Other Present Use: School/College/University Residence Small Business Other II. Facility Owner ` Phone ( Address City III. Contractor's Name Address City Florida License No. IV. Scheduled Dates: Asbestos Removal (mm/dd/yy) Start: V. Procedures to be used (Check All That Apply): *MUST OBTAIN PRIOR DERM APPROVAL BEFORE USING A DRY METHOD VI. Procedures for Unexpected RACM: VII. Asbestos Waster Transporter. Address .. City VIII. Waste Disposal Site: Name Address City IX. Amount of RACM or ACM square feet surfacing material linear feet pipe cubic feet of RACM off facility components square feet cementitious material square feet resilient flooring square feet asphalt roofing Florida Department of Environmental Protection Division of Air Resource Management OF ASBESTOS RENOVATION OR DEMOLITION ❑ ORIGINAL ❑ REVISED ❑ CANCELLATION ❑ COURTESY State Zip State Zip Is the contract exempt from licensure under Section 469.004(7), F.S.? Finish: Demo /Renovation (mm/dd/yy) Start: Name Phone( State State Zip Phone (. Zip DISTRIBUTION: White — DERM Yellow — Applicant Pink — Reserve Gold — Reserve MIAMI•DADE COUNTY Miami -Dade DERM Air Section 33 S.W. 2nd Avenue, Suite 9 -223 Miami, Florida 33130 -1540 ❑ YES ❑ NO Finish: r q?: !U ,L I i Y MANAGEMENT DIVISION This is to certify that the rewired Notification(s) Regarding asbestos have been submitted in Compliance with ,:applicable reggulation* I certify that the above information is correct and that an individual trained in the provisions of this regulation (40CFR Part 61, Subpart M) will be on -site during the demolition or renovation and evidence that the required training has been accomplished by this person, will be available for inspection during normal business hours✓ Name of Owner / Operator / PRINT (Signature of Owner / Operator) (Date) (Contact Phoned #) DERM USE ONLY Postmark/Date Received ID# Strip and Removal Glove Bag Bulldozer Wrecking Ball Wet Method *Dry Method Explode Bur Down TYPE OF NOTICE (CHECK ONE ONLY) 181_01-158 5/08 NOTICE TYPE OF PROJECT (CHECK ONE ONLY) ❑ DEMOLITION ❑ RENOVATION ❑`ROOFING IF DEMOLITION, WAS IT AN ORDERED DEMOLITION? ❑ YES ❑ NO IF RENOVATION: File # IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES 0 NO IS • IT A PLANNED RENOVATION OPERATION? ❑ YES 0 NO Process # I. Facility Name Address City State Zip County Site Consultant Inspecting Site Building Size (Square Feet) # of Floors - Age in Years Prior Use: School/College /University Residence Small Business Other Present Use: School/College/University Residence Small Business Other II. Facility Owner ` Phone ( Address City III. Contractor's Name Address City Florida License No. IV. Scheduled Dates: Asbestos Removal (mm/dd/yy) Start: V. Procedures to be used (Check All That Apply): *MUST OBTAIN PRIOR DERM APPROVAL BEFORE USING A DRY METHOD VI. Procedures for Unexpected RACM: VII. Asbestos Waster Transporter. Address .. City VIII. Waste Disposal Site: Name Address City IX. Amount of RACM or ACM square feet surfacing material linear feet pipe cubic feet of RACM off facility components square feet cementitious material square feet resilient flooring square feet asphalt roofing Florida Department of Environmental Protection Division of Air Resource Management OF ASBESTOS RENOVATION OR DEMOLITION ❑ ORIGINAL ❑ REVISED ❑ CANCELLATION ❑ COURTESY State Zip State Zip Is the contract exempt from licensure under Section 469.004(7), F.S.? Finish: Demo /Renovation (mm/dd/yy) Start: Name Phone( State State Zip Phone (. Zip DISTRIBUTION: White — DERM Yellow — Applicant Pink — Reserve Gold — Reserve MIAMI•DADE COUNTY Miami -Dade DERM Air Section 33 S.W. 2nd Avenue, Suite 9 -223 Miami, Florida 33130 -1540 ❑ YES ❑ NO Finish: r q?: !U ,L I i Y MANAGEMENT DIVISION This is to certify that the rewired Notification(s) Regarding asbestos have been submitted in Compliance with ,:applicable reggulation* I certify that the above information is correct and that an individual trained in the provisions of this regulation (40CFR Part 61, Subpart M) will be on -site during the demolition or renovation and evidence that the required training has been accomplished by this person, will be available for inspection during normal business hours✓ Name of Owner / Operator / PRINT (Signature of Owner / Operator) (Date) (Contact Phoned #) DERM USE ONLY Postmark/Date Received ID# CLIENT: INFINITY ROOFING PROJECT ADDRESS: 11300 NE 2ND AVENUE MIAMI SHORES, FL 33161 DESIGN CRITERIA: FLORIDA BUILDING CODE EDITION 2004 WIND DESIGN perASCE 7 -02 Method 2: Analytical Procedure DESIGN SCOPE: ATLANTIC '&• 4 A'AIIflU AIW ROOF CONSULTING, LLC A • 1 ES�IN E GIl*EERING SERVICES MIAMI - DARE TNT' );ABr#.05 • •: • FL. CERT. OF AUTH. #9036 ACRC 10738 NW 53rd Street • Sunrise, Florida 33351 • . . ' -9 t5Phong +(994'j:742 -9513 Fax • • • • N • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • ROOF WIND PRESSURE & ATTACHMENT DESIGN •. • • • •• • • • • • ••• • • • • • • • • • • • • • • • • •• • • • • • • •• •• PROJECT NAME: BARRY UNIVERSITY -HSC ROOF PROJECT DATA: HEIGHT: z := 40 FT. NOMINAL WIDTH: W:= 120 FT. SLOPE: < 7 deg. Continuous Parapet >= 3 FT.: NO ENCLOSURE CLASS: ENCLOSED BLDG. CLASS. CATEGORY: 3 IMPORTANCE FACTOR: I := 1.15 REGION: HVHZ WIND VELOCITY: V:= 146 MP EXPOSURE: C TOPO. FACTOR: H / Lh < 0.05 USE Kzt:= 1.0 BY DIRECTIONAL FACTOR: Kd:= 0.85 M CIEEVIErlli FEB 2007 IN S U 3 JECTT© S TATE AND __ � S AND R :. ' tit. ided by Client. BY JM • CALCULATE VELOCITY PRESSURE qz := 0.00256•Kz•Kzt•Kd V qz = 55.666 PSF CALCULATE UPLIFT DESIGN PRESSURES: P:= qz.[(—GCp) + (GCpi)] FIELD P1 := qz•[( -1.0) + ( - 0.18)] EDGE P2:= qz•[( -1.8) + ( -0.18)] CORNER P3 := qz•[( -2.8) + ( -0.18)] DESIGN PRESSURES: P1 = — 65.686 PSF P2 = — 110.218 P3 = — 165.884 EDGE ZONE MULTIPLIER: Trial Calculations: (3' min. ) z•0.40= 16 W.0.10= 12 Use Multiplier a := 12 FT Kz = 1.044 Page 1 of 2 DATE: 02/09/07 ACRC #: 07 -0143 EXPOSURE C z min =15 ft. PRESSURE COEFFICIENT 2 z 9.5 Kz := 2.01 900 COMPONENTS & CLADDING EXTERNAL COEFFICIENT: GCp From Figure 6 -11 B INTERNAL COEFFICIENT: GCpi From Figure 6 -5 PREPARED BY: J. MORALES fv.144 FS :— P•RS ATLANTIC FtCiattintItAN ROOF CONSULTING, LLC • ' * Len* E)hN SERVICES MIAMI-RAE Tt : .: • FL. CERT. OF AUTH. #9036 ACRC 10738 NW 53rd Street • Sunrise, Florida 33351 • • • • 6($54) 7S-95.15 Phone • (9541 942 -9513 Fax • • • • • • • • • • • • • • • • • • • • • • • •.• •.. • • • ROOF WIND •PiltSSLTRE'& :ATTACHMENT DESIGN . . • • • • • • • • • • • • • • METHOD OF ATTACHMENT: INSULATION AND BASE SHEET SIMULTANEOUSLY ATTACHED ROOF SYSTEM ENGINEERING DATA: MfglType: W.P. HICKMAN SYSTEMS, INC. Miami -Dade Product Notice Of Acceptance: # 06- 0320.090 Pg 17 SYSTEM TYPE: D(2) DESIGN PRESSURE: DP:= - 75 psf DECK MATERIAL: (18 -22 ga) STEEL, INSULATED INSULATION: 2" ISO WITH PRELIMINARY FASTENING AS PER NOA BASE SHEET: ONE PLY OF PIKA PLY SS -3P (TG) AS PER NOA FASTENER TYPE: SFS EXTRA LOAD FASTENERS HD AND 70mm ROUND PLATES, AS PER NOA MEMBRANE: ONE PLY OF PIKA PLY MS-4 (TG) AS PER NOA CONSTRUCTION TYPE: RE -ROOF DESIGN FORMULAE per RAS No 117 FASTENER SPACING DIMENSION OF EDGE ZONES: WIDTH at PERIMETER 1•a = 12 FT. LENGTH of CORNER 1•a = 12 FT. The Roof Code Provisions in Chapter 15 of the Florida Building Code 2004 Apply To This Work. REVIEWED BY: DONALD FLOOD TRIAL CALCULATIONS: P1- FIELD P2- EDGE P3- CORNER Page 2 of 2 DATE: 02/09/07 ACRC #: 07 -0143 fv144 - 13.309 DP => P1 P1.35 fv•144 — 16.329 P2.17 fv• 144 — 16.279 P3.11.33 ATTACHMENT CALCULATIONS: N.O.A.. FASTENER DENSITY: 12" OC in a 5" WIDE HEAT WELDED LAP. SFf := 2.833 SQ.FT. / FASTENER N.O.A. FASTENER DESIGN VALUE: fv := DP•SFf fv = — 212.475 LB. ATTACH TO DECK AS FOLLOWS: FIELD ( Zone 1 ): ATTACH 12" OC IN 5" SIDELAP. PER PRODUCT N.O.A. METHOD PERIMETER ( Zone 2 ): ATTACH 12" OC IN 5" SIDELAP AND 1 ROW AT 12" OC IN THE FIELD. CORNER ( Zone 3 ): ATTACH 12" OC IN 5" SIDELAP AND 2 ROWS AT 12" OC IN THE FIELD. • f System Required Sections of the e 1 pplica Attachments Required elow _ 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 • . ... • • .... •• •• . • • • •• • . • . .... • • • • • • • • • • • • • . .. . . . • . .. . High Velocity Hurricane Zoe Citfiforot Robling Permit Application Form MIAMI -DADE COtINTY'BCILUING1 EPAP1311UNT ELECTRONIC APPLICATION • • • • • • • • • IN$TFWalON • COMPLETE THE NEC 4SAIbY O ?ICINS OF2*HE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH 1'HI`_ ARMED DOCUMENTS AS NOTED BELOW. ATTACHMENTS REQUIRED 1. Fire Directory Listing Page 2. From the Miami -Dade County Notice of Acceptance NOA Cover Sheet ► NOA Specific System Description ► NOA Specific System Limitations ► NOA General Limitations ► Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Appendix " F" Form) Re- roofing or Repairs Only 7. Any Required Roof Testing /Calculation Documentation Any other additional data reasonably required by the Building Official to determine the integrity of the roofing system. Page 1 Page 1 of 1 file: / /C:\ Documents %20and %20Settings \jshycko\ Desktop \jaime \bldg\roofin.g permiting\in... 5/13/2003 1 High Velocity HurricaneYone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION • • • • •• •y •-• • • SecdioriA (,Ggnerrl irfprmation) Master Permit No. • • • • • • • • Pfocees No. N/A Contractor's Name: • • • • • • • • • •'obAadress: • ••• • • •. • •• • Infinity Roofing and IhteEM tol «•• ; HSC -11300 NE 2nd Ave • • • • • • • ••• • • Roof Category Rj Low Slope ❑ Mechanically Fastened Tile LI Asphaltic Shingles C Q Prescriptive BUR -RAS 150 0 New Roof Low slope roof area (ft. 3600 • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • Metal Panel/Shingles 11] Other: Roof Type Re- Roofing Q Recovering 0 Repair 0 Maintenance Steep Sloped area (ft. 0 Section B (Roof Plan) Page 2 1 El Mortar /Adhesive Set Tile D Wood Shingles/Shakes Are there Gas Vent Stacks located on the roof? ❑ Yes Q No If yes, what type? 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If a component is not required, insert not applicable (N /A) •: • :.:: •I?t.!e 4 t box. Roof System Manufacturer. WP Hickman Systems Inc. Maximum Design Pressure, From the Specific NOA System: -75 p f System Type:: D(2) RAS 128 Sealed Calculations: (P2) Perimeters:tie w z)psf Deck type: 22 Gauge Steel Deck * These decks require a fa tener pull test by an approved test laborato Other Deck Type: na Deck Support Spacing: Fire or Vapor Barrier: na Anchor/Base Sheet & No. of Ply(s): Pika Ply SS -3pTG Anchor/Base Sheet Fastener/Bonding Material: SFS Xtra Toad Fasteners HD Insulation Base Layer Size Thickness: 2" polyisocyanurate Insulation Base Layer Faste er/Bonding Material: #12 screws and plat °s * Insulation Top Layer Size & Thickness: na Insulation Top Layer Fasten na Wood Nailer: 2x6 PT Wood Nailer Fastener Type and Spacing: Olympic Cd1016" o c • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • ... • • .. .. • ••••••• • Base Sheet(s) & No. of Ply(s): na Base Sheet Fastener /Bonding Material: na Ply Sheet(s) & No. of Ply(s): na Ply Sheet Fastener/Bonding Material: na Top Ply: Pika PIyMS -4tg Top Ply Fastening/Bonding Material: tourch applied Surfacing: granules Single Ply membrane: na Single Ply Sheet Width: 1/2 sheet width: No. of Single Ply 1/2 sheets: Single Ply Membrane Fastening/Bonding Material: NUMBER OF FASTENERS PER INSULATION BOARD Field: Perimeter. Comer: Fastener Type : N/A Altemate Fastener: Page 1 of 2 na Drip /GS Edge Metal Size & Gauge or weight:: 4" face 24 ga Drip /GS Material Type: ; Stainless Steel Drip /GS Hook Strip /Cleat Metal gauge or weight: 22 ga. Parapet Coping Metal Size & Gauge or weight: 4" face 24 gE Coping Material Type: Stainless Steel Parapet Hook Strip /Cleat Metal gauge or weight:' 22 ga. FASTENER SPACING FOR BASESHEET ATTACHMENT 1. Field: 5 " o/c @ laps & a rows @ Cs r/Bonding Material: 2. Perimeter: /2- " o/c @ laps & / rows @ / 2 " 3. Corners: / " o/c @ laps &' rows @ I http: / /www.miamidade.gov/ building /roofing_permiting/section c 4 %202.htm 2/6/2007 Uustrate Compone Noodblocking, Gutter, E gashing, Counterflashing stL bcel High Velocity Hurricane Zolfo CJMorrh Roofing Permit Application Form MIAMI -DADS COUNTY . . . ... . ... BUILDING DEPARTMENT ELECTRONIC APPLICATION - - -- - .. . •• • • • • • • • - • •• • •• . •• is Noted ar Details as Applicable: ge Terminatipp trippiQg/Flaphigg, Continuous Cleat, Cant Strip, Base Coping, Rd.. •. • • • • • • • • • • • • •• • • • • • • •• ndicate: Mean Roof Hight, Parapet Height, Height of Base Flashing, Component Material, Material fhidcness, Fastener T , Fastener Spacing Dr: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. P �s t . � SIZED Mt) SELIAD Plkfl PLY h1S -4 T� , it R 6 0 Page 3a 24 Par®petWstl Heim Ft, Mean Roof Height 40 Ft. utp: / /www.miamidade.gov building/roofing _permiting/section e 4 2.htmi 7/23/2006 1524.1 As it pertai s to this section,•i is•the respoeeibilityof Vim roofing contractor to provide the owner with the required roofing pe it, and to explain t34Eie:ovtintir e:aont> ;cat of this section.. The provisions of Chapter 15 of the Florida Buildin• Code, Building giArri: the requirkments and standards of the industry for roofing system installations, Additionally, the fodovtring iterns should M addressed as part of the agreement between the owner and the contfactor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aestheti s- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) for the purpo a of providing that the roofing system meets the wind resistance and water intrusion erformance standrds. 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 addressed as pert of the agreement between the owner and the contractor. 2. Renaili accordance with Code. (The roof de 3. Comm n Roofs: Common roofs are those which have no visible delineation between neighboring u its (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner ould notify the oc upants of adjacent units of roofing work to be performed. _4. Expose ' wed from below enetrations of the option of maintainin r • • ••• • •• • • • • • • • • • • • • • • ••• • • • ••• • • •• • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • ••• • • • •: se'CTIONi1124 •• HIGH VEL • CITY HURKICANI• ZONES RECWIRCDDI NNERS NOTIFICATION FOR ROOFING • • • • •CONSIDERATIONS g Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building k is usually concealed prior to removing the existing roof system). Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be The owner may wish to maintain the architectural appearance, therefore, roofing nail underside of the decking may not be acceptable. The Florida Building Code provides the this appearance. 5. Pondin Water: The current roof system and/or deck of the building may not drain well and may use water to pod (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural tress and may (require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not erloaded from a wild up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of e structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be eneficial to consid-r additional venting which can result in extending the service life of the roof. 13e v (sr vi r . irsch — , Owner's / ' Si' rat re Date Fre A Property Address Permit Number Rev.:1 /20 /2005,Computer Services, Building Department MIAMIDADE NOTICE OF k►CCEPTANCI W.P. Hickman n ystems, Inc. • • 30700 Solon In o ustrial Parkway Solon, 011 44139 • • ••• • • • •• •. • • • • •• •• • • • • • • • • • • • • • • • e • • ••• • • • • • • • • • • • ••• • • • • .•• • • • • • • • • • • • •• • ••• • • • • •• • • • • BUILDING CODE COMPLIANCi OFFICE (IC PRODUCT CONTROL DIVISION. • • • • • •• • • • • • • • • • • 140 WEST FLAGLER STREET, SUITE 1603 • • ••• • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • • • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING SCOPE: This NOA is bei g issued under the applicable rules and regulations governing the use of construction materials. The d umentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to erform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ m y 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 pproved as described herein, and has been designed to comply with the Florida Building Code, including a High Velocity Hurricane Zone. DESCRIPTIO : SBS Modified Bitumen Roof System over Steel Deck LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following st 1tement: "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 the applicable building code negatively affecting the performance of this product. TERMINATI N of this NOA will occur after the expiration date or if there has been a revision or change in the m terials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of a ny product, for sales, advertising or any other purposes shall automatically terminate this NOA. Fail to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISE NT: 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 i shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and 11 be available for inspection at the job site at the request of the Building Official. This NOA revis NOA No. 021202.02 and consists of pages 1 through 18. The submitted d s umentation was reviewed by Jorge L. Acebo NOA No.: 06- 0320.09 Expiration Date: 04 /18/07 Approval Date: 07/06/06 Page 1 of 18 APPROVED F TENERS: Fastener Number 1. #12, #14 & #15 Dekfast Insulation fastener Fastener 2. Omeg Fastener 3. Dekf t Hex Plate 4. Dekf t Lock Plate 5. #12,# 4 & #15 Roof 'p Fasteners 6. Accu1rac Hextra Fasteners 7. Accu c Plate 8. Metal Plate Product Name 9. Gearlok Plastic Plate 10. Olym ic Fastener #12, #14 &' #15 11. Olym ic Standard 12. Olym ic Plastic 13. Insul- ixx Fastener 14. Isofas ' Fasteners 15. Extra . ad Fasteners #15 16. Insul- ixx S Plate 17. Insul- ixx P Plate 18. Isofas Plate TABLE 3 Product Description Stainless steel insulation fastener Galvalume AZSO steel plate Polypropylene locking plate. Insulation fastener for wood, steel and concrete. Insulation fastener for wood, steel and concrete. Galvalume square stress plate Galvalume stress plate. Polyolefin round stress plate Insulation fastener. Galvalume AZ50 steel plate Polypropylene stress plate Insulation fastener for wood, steel and concrete. Insulation fastener for wood, steel and concrete. Fasteners for membrane attachment to steel or concrete decks. Galvalume AZ50 steel plate Polyethylene stress plate Square or oblong galvalume steel plates for use with Isofast fasteners Manufacturer Dimensions (With Current NOA) Construction Fasteners, Inc. Construction Fasteners, Inc. 2 7 /8" x 3 1 /4" Construction Fasteners, Inc. 3 "x3 %" 3" square 3" round 3" square 3.2" round 3" round 3.25" round 3" round 3" round Construction Fasteners, Inc. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. Olympic Mfg. Group, Inc. Olympic Mfg. Group, Inc. Olympic Mfg. Group, Inc. SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. NOA No.: 06- 0320.09 Expiration Date: 04 /18/07 Approval Date: 07/06/06 Page 5 of 18 APPROVED FASTENERS: Fastener Number IRT of S. Florida Product Name 19. Tru-Fast Fastener 20. Tru-Fast HD or EHD 21. Tru-Fast MP -3 22. Tru-Fast Metal 23. Tru -Fast Plastic EVIDENCE SUBMITTED Test Ageucy/Identlfer Dynatech En ' eering Corp. Factory Mutual Research Corp. Underwriters Laboratories, Inc. Exterior Res . h & Design, LLC Product Description Insulation fastener for wood, steel and concrete. Insulation fastener for wood, steel and concrete. Galvalume AZ50 steel plate Galvalume AZ55 steel plate Polypropylene plate Name 2491 -04.95 3002351 TABLE 3 J.I. 1Z3A6.AM J.I.2DOAO.AM J.I. 1D4A3.AM 30844 FM Approval Guide UL Roofmg Materials and Systems Directory 03NK36665 2003.02.97 -1 2003 - 2.04.97 -1 2002.07.97 -1 2716.05.98 -1 2738 - 10.00 -1 2752.02LAB.05.02 -1 2109.09.02 ' 990028 Manufacturer Dimensions (With Current NOA) The Tru-Fast Corp. 3" round 3" round 3" round The Tru-Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. The Tru-Fast Corp. Report Date Wind Uplift 01.04.95 Wind Uplift Classification 04.27.95 Wind Uplift Classification 08.15.97 - Wind Uplift Classification 04.24.98 Class 4470 10.17.2000 Uplift Classifications Annually Class 4470 02.28.03 File No. R11436 Published Fire Classification Annually ASTM E 108 04/21/04 Wind Uplift 02.15.97 Wind Uplift 04.15.97 Wind Uplift 08.15.97 Wind Uplift 05.27.98 Wind Uplift 10.20.2000 Wind Uplift 05.24.02 Wind Uplift 09.19.02 Wind Uplift 9/30/99 NOA No.: 06- 0320.09 Expiration Date: 04 /18/07 Approval Date: 07 /06/06 Page 6 of 18 Deck Type 2 p Deck Description: Maximum Desi Pressure: • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • 001 • • • • • • • • • • • • • ••• • • • • ••• Stee ed • • • • • • • 18 -21 ga. steel System Type D(2): All Layers of insulation and base sheet simultaneously attached. •. • • • •• ••• •• All General and System Limitatiohs j pl . , : : • • • • • • -i • •• • • OOOOOO One or more 1: yers of any of t1!@ folior�6ing►inehlatioi ' • • • Base Insulatio Layer Insulation Fasteners(Table 3) Fastener Density/ft AC Foam II, E ' GY -2, Multi -Max FA Minimum 1.4" thick N/A N/A Toprox Minimum 2" thick N/A N/A (Optional) Top,Insulation Layer Insulation Fasteners(Table 3) Fastener Density/ft BP High Stren�th, FM -90 Traffic Top/High Density, EnergyGuard High Density, Roof Insulation Board, High Density Fiberboard, Fiber Base HD1, 111)6, Structodek Minimum %a" thick N/A N/A EnergyGuard j erlite, Fesco Board Minimum 3 /a" thick Dens -Deck Minimum V4 t Fireguard, type X gypsum Minimum %" thick N/A N/A N/A N/A N/A Note: Top Jaye shall have preliminary attachment, prior to the installation of the base/anchor sheet, at a minimum appl Lion rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four f steners for any insulation board having no dimension greater than 8 ft. All layers of insulation and ' ase sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. Base Sheet: One ply of Pika Ply SS -3P (TG) fastened to the deck as described below: Fastening #1: Attach base sheet using HD Insulfixx S fasteners spaced 24" o.c. in the center of the sheet. Laps are heat welded. Fastener rows are stripped in with a 7" wide section of heat welded base sheet membrane. (Meets —45 psf — See General Limitation #9.) Fastening #2: Attach base sheet using SFS Extra Load Fasteners HD fasteners and 70 mm Round Plates spaced 12" o.c. in a 5" wide heat welded lap. (Meets —75 psf — See General Limitation #7./ Ply Sheet: (Optional) One or more plies of Pika Ply SS-3G (TG) or Pika Ply SS-3P (TG) heat welded Membrane: Pika Ply 350 GR FR TG), Pika Ply 250 GR FR (TG), Pika Ply 250 GR (TG), Pika Ply MS-4 (TO), Pika Ply Copper, Pika Ply Stainless or Pika Ply Aluminum heat welded Surfacing: (Optional) Install one of the following: 1. Gravel or slag at 400 lbs. or 300 lbs. /sq., respectively, adhered with approved asphalt at an application rate of 60 lbs. /sq. 2. Karnak 97 aluminum roof coating applied at an application rate of 1Y2 galJsq. 3r'Li l,'!J rt See Fastening Options Above ••• • ••• • • • • .• • • • • • • • • • • • • • • • • N/A NOA No.: 06- 0320.09 Expiration Date: 04 /18/07 Approval Date: 07 /06/06 Page 17 of 18 STEEL DECK S STEM LIMITAT.JONS: • ••• . • •. 1. If mechanical ttachment to p shsturar2eclo jog tic jightweight insulating concrete is proposed, a field withdrawal res stance testing o la4l. Ile pe to jerr{ine equivalent or enhanced fastener patterns and density. All to ting and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Appli ation Standard RAS 117, calculations shall be signed and sealed by a Florida registered Professional ' ' gineer, Registered A l'e e re r�hIeot` or iA 400f Consultant. 2. For steel deck pp . cation where spec elk r e e st au ctio n s not referenced: The deck shall be a minimum 22 w gage attached with 5/8" puddle eIds.wtth vbeld •wffs1M of every flute with maximum deck spans of 5 ft. o.c. GENERAL L ATIONS: 1. Fire classificat on is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this roduct. 2. Insulation may be installed in multiple Iayers. 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'c 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations wh n the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mo ing with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at ch 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. p lt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached syste s shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacin for insulation attachment is based on a Minimum Characteristic Force (F') value of 2751bf., as tested in comp 'mice with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf ulation attachment shall not be acceptable. 6. Fastener spacin for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum faste er resistance value m 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 Professional Engineer, Registered Architect, or Re 'stered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resi tance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing A plication Standard RAS 117. 7. Perimeter and c >rner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall a increased for both insulation and base sheet as calculated in compliance with Roofmg Application S dard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Regis ered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NO General Limitation #9 will not be applicable. 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shall conform to Roofing App1 cation Standard RAS 111 and applicable wind load requirements. 9. The maximum d signed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and orners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced press zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products lis d herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of e Florida Administrative Code. END OF THIS ACCEPTANCE • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • • • • ••• • • • • ••• NOA No.: 06- 0320.09 Expiration Date: 04 /18/07 Approval Date: 07/06/06 Page 18 of 18