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RF-14-177Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 206432 Permit Number: RF -1 -14 -177 Scheduled Inspection Date: March 06, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: , Work Classification: Flat Job Address: 180 NE 99 Street Miami Shores, FL Phone Number Parcel Number 1132060132230 Project: <NONE> Contractor: PRECISION ROOFING CORP Phone: (305)822 -9969 comments RE- ROOF WITH BUILT UP ROOF SYSTEM BY GAF INSPECTOR COMMENTS False March 05, 2014 For Inspections please call: (305)762 -4949 Page 17 of 40 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 05, 2014 For Inspections please call: (305)762 -4949 Page 17 of 40 f r R . a Miami Shores Village d"C.0` Department z Buildin g p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUELDING JOB ADDRESS. 180 NE 99 ST City: Miami Shores County: Folio/Parcel #: 11- 3206 -013 -2230 Is the Building Historically Designated: Yes FBC 20 Permit No. Master Permit No. Miami Dade Zip: 33138 NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): MIAMI SHORES CENTER LLC Phone#: Address: 210 71 ST SUITE #309 City: MIAMI BEACH State: FLA Zip. 33141 Tenant/Lessee Name: Phone#: Email: 02014 CONTRACTOR: Company Name: PRECISION ROOFING CORP Phone#: 305 -822 -9969 Address: 2646 W 77 PL City: HIALEAH State: FLA Zip: 33016 Qualifier Name: JOANNA TALLET Phone#: 305 -822 -9969 State Certification or Registration #: CCC 1329365 Certificate of Competency #: Contact Phone#. 305- 345 -5485 Email Address: cados @precision- noofing.com DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $19,500 Square/Linear Footage of Work: 2,600 Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: RE -ROOF FLAT WITH BUIL UP ROOF SYSTEM BY GAF Color thru lik: �a��x��x�xaxaxaxax�aaxa��axaaa�aaxaxa�ax�a�aaman�aa��a�xax�aa�a�xF��x��a�aax��xsaax�a�s�na��x�x�axaaxm�x�x$ ��ax��aax��axsa�xax�aax�ax� Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Banding Company's Name (if applicable) Bonding Company's Address City State Mortgage lender's Nanw (if applicable) Mortgage Lender`s Address Zip City State lag Application is hereby made to obtain a permit to do the work and Installations as indicated. I certify that no work or Iasiallation has commenced prior to the issuance of a permit and that all work will be performed to meet the sutndards of aU laws regalating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRiICAL WORK. PLUIvIBINOi SIONS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR COA'DITIOMMS, ETC— OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in omplisim with all applicable laws regulating conshwion 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 CONZIENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value e=eding $2500, the appMeant must promise in good faith that a copy of the notice of commencement and construction lien taw brochure will be delivered to the persgn whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be pasted 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 Mire, the Inspection trill not be approved and a reinspection fie will be charged SlgnatOre_0 %n �� Signawie 401"OkAri V-oh Contractor The foregoing instrument was acknowledged before me this . day of u 20 ", by who is sally wn me or who tuts produced s identification and who did take an oath. wusty li The fore oing instrument wa knowledged before me this day of 0� , by who is Rally own to oc who has produced_ as identi%tion and Am did take an oath. NOTARY Sign: I Sign: Print: 1 YVA (SeA V-',- Print / My Commission ices: My Corrmussion /// RLOS A. 11RBINA ''•" ORRtUN Notary Public - State of Florida �• MYCOMNSSION#FF064212 'P= fViy Comm. Ex Tres EXPIRES: December 14,2D17 = wo _ P Jul 31, 2015 APPROVED 13Y \, " v ZZ ) i„/ ' X Plans Examiner Structural Review . Clerk (Rcvked 3112I2D1 20avilwd 07n4 a7XRavWd OfinG12009j(ReAwd 3115M) Property Information Map 4 14 W = se wi Property Information. Map http:// gisims2. miamidade. gov/ myhome/ printmap.asp?mapurl =http: / /g... My Home Miami -Dade County, Florida OEM �, r Aerial Photography - 2012 0 112'ft This map was created on 12262013 328:02 PM for reference purposes only. Web Site ® 2002 Miaml-Dade County. AD rights reserved. U CIOS� Summary Details: olb No.: 11 -3206- 013 -2230 Pro rty 180 NE 99 ST MMIAM SHORES CENTER LLC Beds/Baths: 10 71 STREET #309 MWA Floors: EACH Fl. LMng Units: 141- Pennortw information_ Primary Zone: 6400 COMMERCIAL - flue: CENTRAL LUC: 0011 RETAIL OUTLET Beds/Baths: $252,717 Floors: 1 LMng Units: $0/$252,717 AQ Sq Footage: 2,494 Lot Size: 5,850 So FT Year Built 1954 MLAM SHORES SEC 1 PB 10-70. LOT 1 BLK Legal OT S� 45.000 X 1 Description: 20241 - 3676 0202 6 [(4OR 20241 -3676 0202 Assessment Information: ear: 2013 flue: $117,000 Value: $135,717 Value: $252,717 essed Value: $252,717 Taxable Value Information: ear: 2013 �ng Authority: Applied Exemption/ Taxable Value: R anal: $01$252,717 nty: $01$252,717 ily $0/$252,717 hool Board: $0/$252,717 S21e Information: Sale Date: 002 Sale Amount 1,244,000 Sale O/R: 0241 -3676 sales Qualification Description: disquaffm View Additional Sales 1 of 1 12/26/2013 3:28 PM Florida Department of MIAMF DE j Environmental Protection. Regulatory and Economic Resmees!! Air Quality Management Division Division of Air Resource Management 701 N.W.1st Court, 2nd Floor ii NOTICE OF DEMOLITION OR ASBESTOS RENO Mi da33136!. TYPE OF NOTICE (CHECK O E ONLY): ORIGINAL ❑ REVISED ❑ CANCELLATI COURT TYPE OF PROJECT (CHECK C NE ONLY): 11, DEMOLITION ❑ RENOVATION 9ROOFING IF DEMOLITION, IS IT N ORDERED DEMOLITION? ❑ YES NO JAN 3 2014 IF RENOVATION: - IS IT AN EMERGEN RENOVATION OPERATION? ❑ YES CrNO File # Air Q u a i i t Y IS IT A PLANNED ENOVATION OPERATIONS' ❑ YES I NO Proses..::.... piyision 1. Facility Name r° vim . Address City State 7Z— Zip 39 County Aen� C Ita +1 ect? S't Building Size Prior Use: ❑ Sch Present Use: ❑ Sch II.. Facility Owner Address S?� City 4 111. Contractor's Na Address —907 F City Is the contractor exemp I.V. Scheduled Dates: (Na Asbestos Removal (mm/ V. Description of planned be used and descriotior lege/University onsu n nsp ng i e Feet) # of Floors Building Age in Years ❑ Residence •Small Business Other ❑ Residence "Small Business Other Z—� Phone C,1 A4 �a a ryz: Z im.licensure under section 469.002(4), FS.i ❑ YES ❑ NO must be stmarkecl.0 working ays fore the project start date) yy) Sta Finish: �� Demo/Renovation (mm/ddtyy) Start: Finish: nolition or ren fvation work to be performed and methods to be employed, including demolition or renovation techniques too affected facility components. rr. `fl i.— A V Procedures to,bo Used (Ch's All Tha pply): FA Strip and Re v 1, or renovation and evidence that the required training has been accomplished by this person will be available for inspection ve Bag ❑ Bulldozer . ❑ Wrecking Ball e r Wet Method (Signature of Owner /O 'Method [] Explode ❑ Bum Down OTHER: kWPAI i 74> VI. Procedures for VII. Asbestos Waste Address VIII. Waste Disposal Site: Address rGr„ IX. RACM Amount of RACM or A square feet s linear feet pi cubic -feet of *Identify and describe, :'dame iO Es Phone ( 1 '� -- 0 State C- Zip f i r ie ® State Zip 72 7T i u ft analytical methods, ,pmployed to detect the presence of RACM and Category I and II nonfr'fable ACM. This is to certify that the required notification(s) g material square feet cementitious material regarding asbeigos have been submitted in square feet resilient flooring Lccinp 11 ce wit applicable regulations. off facility components square feet asphalt roofing 6 IEEVOfficial Sin re Date N `i pgteria�fl and other m�app 1�� I certify that the above i formation 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 demo[itio or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business ours. I have read and unt og °the additional information provided on the back of this form. (Print Name of Owner/ e r (Signature of Owner /O or) ( ate) / (Contact phone #) RER USE ONLY f'ostmarir%Date Received' - 1b# G� �I 161 -01 -158 7/13 DISTRIBUTON:'_White -RER Yellow- Applicant Pink - Reserve Gold- Reserve .j 'S • ` CI- -- This "NOTICE OF DEMOLITION OR ASBESTOS RENOVATION" is required pursuant tb the provisions of 40 CFR 61 Subpart M and Rule 62- 257.301, F.A.C. and must be submitted prior to any demolition or regulated asbestos abatement activity. This document is an Asbestos Notification only and is not a permit. This NOTICE OF DEMOLITION OR ASBESTOS RENOVATION does not constitute a waiver of or approval for any federal, state, county; or local permits that may be required for this facility. W01111414191 AD] The state asbestos removal program requirements of s. 376.60, F.S., and the renovation or demolition notice requirements of the National Emission Standards for HazardQUs Subpart M, as embodied in Rule 62 -257, F.A.C., are included i is Check to indicate whether this notice is an on nal a r la�ion g i .e., not required by law). If the notice is a revision, please indic to whic en rtes Save Seen c ange or a ded. Check to indicate whether the project is a demotion or a r E-Al 1�aIEE If you checked demolition, was it order information required on the form, the owner /c the title of the person acting on behalf of the of the order, and the date ordered to begin. A If you checked renovation, is it an emergf on the form, the owner /operator must provid sudden, unexpected event, and an explanation damage or an unreasonable financial burden. please note that the notice is effective for a per I. Complete the facility information. This s scheduled. This address will be used by th, the consultant or firm that conducted the box to indicate whether the prior use of "residential dwelling" is defined in Rule i or other. If "other" is checked, identify thi II. Complete the facility owner information. III. Complete the contractor information. by the State or a to arl t ,�gency? If so, in addition to the gyrator must provide t 'e n e agency ordering the de 'olition, ;ency,, the authority for the agen to order the demolition, re date )py of the or a :�k('fFt# ,q notification cy renovation operation? If so, in addition to the infor ation required the dat a eme oc * prior' of the f how the event caus u co ti Ze uld cause equipment you chWtion a i e v ation operation, d not to exceed a Galen ar year of J� uary ough December 31. Aion desc�ifj' ion or demolition is Dep =Vout" c p f preje rt PrgyjAe the name of best For'p 4 r &i check the appropriate he facility s that o ty �o�g�ror university; residence, as !- 257.200, F.A.C.; as defined ins 288,703(l), F.S.; J� p u I t ac> i iii# rctp risefdr ,ty IV. List separately the scheduled start and finish dates (month/day /year) for both the asbestos removal portion of the project and the renovation or demolition portion of the project. V. Describe and check the methods and procedures to be used for a planned demolition or renovation. Include a description of the affected facility components. (Note: The NESHAP for asbestos, which is adopted and incorporated by reference in Rule 62- 204.800, F.A.C., requires obtaining Department approval prior to using a dry removal method in accordance with 40 CFR section 61.145(3)(c)(i).) VI. Describe the procedures to be used in the event unexpected RACM is found or previously nonfriable asbestos material becomes crumbled, pulverized, or reduced to powder after start of the project. VII. Complete the asbestos waste transporter information. VIII. Complete the waste disposal site information. IX. List the amount of RACM or ACM of each type of asbestos to be removed. (Note: A volume measurement of RACM off facility components is only permissible if the length or area could not be measured previously.) Identify and describe the listed surfacing material and other listed materials as applicable. �g1pRRTEC110N Florida Department of MIAMI•DADE FLOR1bA Environmental Protection Regulatory and Economic Resources Air Quality Management Division Division of Air Resource Management 701 N.W. 1st Court, 2nd Floor NOTICE OF DEMOLITION OR ASBESTOS RENOVATION Miami, Florida 33136 TYPE OF NOTICE (CHECK ONE ONLY): ❑ ORIGINAL ❑ REVISED ❑ CANCELLATI EFa TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION ❑ RENOVATION ❑ ROOFING IF DEMOLITION, IS IT AN ORDERED DEMOLITION? ❑ YES NO JAN 3 20i�t IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES I''NO File # IS IT A PLANNED RENOVATION OPERATION? ❑ YES ❑ NO Process # Air I. Facility Name.1� °i G Management 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 II. Facility Owner 'J!< yL.T� Phone ( ) Address city State L Zip III. Contractor's Name = ='rf ' "3 rr:: Phone ( ) Address City State Zip, Is the contractor exempt from licensure under section 469.002(4), F.S.? ❑ YES ❑ NO IV. Scheduled Dates: (Notice must be stmarked 10 working days before the project start date) Asbestos Removal (mm /dd/yy) Stan' %,;�, Finish: 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 UsecL(Check All ThafApplv): VI. Procedures for Unexpected RACM: •' ' 'C VII. Asbestos Waste Transporter: Name l ? - C =eee -- Phone ( ) Address i t: 4. City - State! Zip' fi VI11. Waste Disposal Site: Name Address City State p - —z . Zi IX. RACM or ACM: Procedure, including analytical methods, employed to detect the presence of RACM and Category I and II nonfriable ACM. Amount of RACM or ACM* square feet surfacing material square feet cementitious material linear feet pipe square feet resilient flooring cubic feet of RACM off facility components square feet asphalt roofing *Identify and describe, urfacing material and other materials as applicable: This is to certify that the required notification(s) regarding asbe tos have been submitted in tnplia ce wit applicable regulations. RE O icial Sin re Date 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 hours. I have read and understood the additional information provided on the back of this form. (Print Name of Owner /Operator) (Signature of Owner /Operator) (Date) (Contact phone #) RER USE ONLY Postmark/Date Received 1D # 161_01 -158 7/13 DISTRIBUTION: White -RER Yellow- Applicant Pink - Reserve Gold- Reserve ❑ Strip avid Removal ove Bag ❑ Bulldozer ❑ Wrecking Ball El Wet Method ❑ M,-�y Method ❑ I Explode ❑ Burn Down OTHER: ,, "'t VI. Procedures for Unexpected RACM: •' ' 'C VII. Asbestos Waste Transporter: Name l ? - C =eee -- Phone ( ) Address i t: 4. City - State! Zip' fi VI11. Waste Disposal Site: Name Address City State p - —z . Zi IX. RACM or ACM: Procedure, including analytical methods, employed to detect the presence of RACM and Category I and II nonfriable ACM. Amount of RACM or ACM* square feet surfacing material square feet cementitious material linear feet pipe square feet resilient flooring cubic feet of RACM off facility components square feet asphalt roofing *Identify and describe, urfacing material and other materials as applicable: This is to certify that the required notification(s) regarding asbe tos have been submitted in tnplia ce wit applicable regulations. RE O icial Sin re Date 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 hours. I have read and understood the additional information provided on the back of this form. (Print Name of Owner /Operator) (Signature of Owner /Operator) (Date) (Contact phone #) RER USE ONLY Postmark/Date Received 1D # 161_01 -158 7/13 DISTRIBUTION: White -RER Yellow- Applicant Pink - Reserve Gold- Reserve DISCLAIMER This "NOTICE OF DEMOLITION OR ASBESTOS RENOVATION" is required pursuant to the pLpvisions of 40 CFR 61 Subpart M and Rule 62- 257.301, F.A.C. and must be submitted prior to any demolition or regulated asbestos abatement activity. This document is an Asbestos Notification only and is not a permit. This NOTICE OF DEMOLITION OR ASBESTOS RENOVATION does not constitute a waiver of or approval for any federal, state, county, or local permits that may be required for this facility. INSTRUCTIONS for COMPLETING NOTICE OF DEMOLITION OR ASBESTOS RENOVATION The state asbestos removal program requirements of s. 376.60, F.S., and the renovation or demolition notice requirements of the National Emission Standards for Hazardous Air Pollutants ( NESHAP), 40 CFR Part 61, Subpart M, as embodied in Rule 62 -257, F.A.C., are included on this form. Check to indicate whether this notice is an origin , a revi ' Re ion o i (�. not required 7Z by law). If the notice is a revision, please indicat which e s n a Re4 a �:. �. ,. Check to indicate whether the project is a demoli ion or a renovation. If you checked demolition, was it ordered b the State orl r yn'f, in addition to the information required on the form, the owner /opera or must provide the name of the agency ordering the demolition, the title of the person acting on behalf of the age n�y, the authority for t F. JV to order the demolition, the date of the order, and the date ordered to begin. A cop} of the order must A b A ed to'lhe notification. If you checked renovation, is it an emergency renovation op t' C�d t to `tlae thformation required on the form, the owner /operator must provide th date and he er cu*red, "fhelescription of the sudden, unexpected event, and an explanation of h w the event caused unsafe conditions or w uld . use equipment damage or an unreasonable financial burden. If y u check an a +on operation, please note that the notice is effective for a period nbt to exceed a calendar ywf )a a�1 ough December 31. I. Complete the facility information. This secti n descn es t e aci li y w er t _ nov ion or demolition is scheduled. This address will be used by the De'partmer�iector to locate tl t rgvide the name of the consultant or firm that conducted the asbestos site survey inspection. For' rior e" check the appropriate box to indicate whether the prior use of the acilit f j�o;j�e „ar uriivrsity;, residence, as "residential dwelling” is defined in Rule 62 -2 7.20 , P� f.� ., sr a business, as defane�! in s. 288.703(1} F.S.; or other. If "other" is checked, identify the us . Please follow the ii°t5 reac�iwn ,ft�r 'present use." 11. Complete the facility owner information. , �" µ`. III. Complete the contractor information. IV. List separately the scheduled start and finish s - lfie'a'sbes46 e0m—Wa`1 portion of the project and the renovation or demolition portion of the project. V. Describe and check the methods and procedures to be used for a planned demolition or renovation. Include a description of the affected facility components. (Note: The NESHAP for asbestos, which is adopted and incorporated by reference in Rule 62- 204.800, F.A.C., requires obtaining Department approval prior to using a dry removal method in accordance with 40 CFR section 61.145(3)(c)(i).) VI. Describe the procedures to be used in the event unexpected RACM is found or previously nonfriable asbestos material becomes crumbled, pulverized, or reduced to powder after start of the project. VII. Complete the asbestos waste transporter information. VIII. Complete the waste disposal site information. IX. List the amount of RACM or ACM of each type of asbestos to be removed. (Note: A volume measurement of RACM off facility components is only permissible if the length or area could not be measured previously.) Identify and describe the listed surfacing material and other listed materials as applicable. ;so)' P r� � - Florida Ike a ent of : MIAMFII]ADE EnYl�ronmental P OtECtIOn Regulatory and Economic Resources:, , Air Quality Management Division Division f Air Resourc Management 701 N.W. Ist Court 2nd Floor NOTICE OF DEMO�.ITION OR ASBESTOS RENOVATIC?N Miami, Florida 33136 1 YPEOF NOTICE (CHECK ON '(3NLY); RiGINAI I� ❑ REVIS E D ( ❑ CANCELLATI� ?�"� TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION ❑ RENOVATIO14 t5ROOFING IF DEMOLITION, IS IT AN ORDERED DEMOLITION? ` I" ❑ ICES NO pp IF RENOVATION: �.AN V _ IS IT AN EMERGENC f RENOVATION OPERATION?: ❑ YEES S NO File # ° - .',' NO Process # r IS IT PLANNED RE OVATION OPERATION? ❑ 1. Name �.• � .� • .� � � "' ' � � �" s Management Address We T: kf.r City a e State Zip " County 2.rr � � , 77 r _Site r 4111 r tonsuitant Inspecting Site ,Building Size (Square Feet) , # of Floors l Building Age in Years , =Prior Use: ❑Schoo CollegeJUmversity Residence Pmall Business Other i Present Use: El Schoo College/Umversity Residence $mall Business Other I t Facility Owner Phone ri7lr, � °..Address:' °"� " �', .':;� . :.�� fi(�..� sue' .�'. ;� •! � '� -City State 5 ate 111 .Contracforrs Names �f a Phone �i Address .City ° px, '° t State 1Q.10 1p _ 50 Is the contractor exempt from dicensure under section 46 .Q02(4); F S. ? - YES El NO 1 IV. Scheduled Dates: .(Notic must be stmat10 work g ays Before the project start date) Asbestos Removal (mm/d ) Sta . Finish: -+ Demo/Renovation (mm/dd/yy) Start: Finish: V. Description of planned d molition or reno• tion work 1' ube pterformed and methods to be employed, including demolition or renovation techniques to be used and description o affected facility components.: Procedures to se ec All Th4pply)., VI. Procedures, for UneCLM VII, Asbestos Waste Trans A or: amen �'. �' e- Phone( Address e "; c) inv City State -zip J i Vill. Waste Disposal Site: N me - Address City Zf LI�Ll State '' - IX. RACM ;=e, Inscludjng analytical metho ds employed to detect the presence of RACM and Category 1 and 11 nonfriable ACM. 4 I Amount of RACM or This is to certify that the required notification(s) square feet su clog material square feet �ement�tious material regarding asb os have been submitt ed' in linear feet square feel iiesilient flooring Ii ce wit applicable regulations, cubic#eet of CM off facility components `r square feet 2sphalt roofing REIR Official Sign re Date ' *Identify and describe acing material and other mat ials as applcab'le 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 r renovation and evidence tha the required trAining'has been accomplished by this person will be available for inspection .. g a ` _ d, information provided on the back of this form: during normal business h urs. I have read and un the additional i (Print Name of Owner/Op r t per (Si gn ature of Cvner /O r ( (Contact phone #) Y) , d2ER USE ONLY I PostmardctDate Received -It, ki { 161-01-158 7/13 DISTRIBUTION: White --ME Yellow- Applicant Pink- Reserve Gold- Reserve r I' Stri Remo �� _} oVe Bag E] I Bulldozer ❑ Wrecking Ball Wet MetYod _ __ ❑ lvle I El I Exptod e ❑ Burn Down OTHER: VI. Procedures, for UneCLM VII, Asbestos Waste Trans A or: amen �'. �' e- Phone( Address e "; c) inv City State -zip J i Vill. Waste Disposal Site: N me - Address City Zf LI�Ll State '' - IX. RACM ;=e, Inscludjng analytical metho ds employed to detect the presence of RACM and Category 1 and 11 nonfriable ACM. 4 I Amount of RACM or This is to certify that the required notification(s) square feet su clog material square feet �ement�tious material regarding asb os have been submitt ed' in linear feet square feel iiesilient flooring Ii ce wit applicable regulations, cubic#eet of CM off facility components `r square feet 2sphalt roofing REIR Official Sign re Date ' *Identify and describe acing material and other mat ials as applcab'le 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 r renovation and evidence tha the required trAining'has been accomplished by this person will be available for inspection .. g a ` _ d, information provided on the back of this form: during normal business h urs. I have read and un the additional i (Print Name of Owner/Op r t per (Si gn ature of Cvner /O r ( (Contact phone #) Y) , d2ER USE ONLY I PostmardctDate Received -It, ki { 161-01-158 7/13 DISTRIBUTION: White --ME Yellow- Applicant Pink- Reserve Gold- Reserve r I' 1 This "NOTICE OF' DEMOLITION OR ASBESTOS RENOVATION" is required pursuant to the pipvision� of 40 CFR 61 Subpart M and Rule 62- 257.301, F.A.C. and; must be submitted prior to'any demolition or regulated asbestos abatement activity. This document is an Asbestos Notification only and is not permit. This' NOTICE OF DEMOLITION OR ASBESTOS RENOVATION does not constitute a waiver of or approval for any federal, state, county, or local permits that maybe required:, for this facility. INSTRUCTIONS for COMPLETING • • 1 • • •' t • ax I • 1 • The state asbestos removal program requirements of s. 376.60, F.S.; and the renovation or demolition notice requirements of the National Emission Standards for Hazardous Air Pollutants (NE$HAP), 40 CFR Part 61, Subpart M, as embodied in Rule 62 -257, F.A.C., are included on this form. Check to indicate whether this notice is an origi by law). If the notice is a revision, please indic� Check to indicate whether the project is a demol If you checked demolition, was it ordered information required on the form, the owner /opi the title of the person acting on behalf of the aE of the order, and the date ordered to begin. A a , a re o not required whfcve nsAen an g ion or a renovation. the State or I r n's 1f i , in addition to the or must provide the name of the gency ordering the Oemolition, y, the authority for o Iller the demolition, the date of the order must al b ed tithe notification'. If you checked renovation, is it an emergency 1 on the form, the owner /operator must provide the sudden, unexpected event, and an explanation of h( damage or an unreasonable financial burden. If yc please note that the notice is effective for a period n Complete the facility information. This secti scheduled. This address will be used by the DE the consultant or firm that conducted the asb( box to indicate whether the prior use of the "residential dwelling" is defined in Rule 62 -2 or other. If "other" is checked, identify the us Complete the facility owner information. III. Complete the icontractor information. Movation op t o e formation required date and h e er cuired; l escription of the w the event caused unsafe conditions or uld uselequipment i checks , an ni' operation, ►t to exceed a�cal�end�ar f )a ar 1 ugh December 31. ,n descrles� the �acil' w r t, nov ion or demolition is 3artmerQ ctor to locate ti t N r v' the name of site I itww M ropriate once, as 7.20(iLP`A`t.rsFnaMbusiness, as cfane in s. 288.703(1), F S.; Please follow the ry'e ion r° 'present use." tt It JL-ff IV. List separately the scheduled start and finish the project and the renovation or demolition portion of the project. in of V. Describe and check the methods and procedures to be used for a planned demolition or renovation. Include a description of the affected facility components. (Note: The NESHAP for asbestos, which is adopted and incorporated by reference in Rule 62- 204.800, F.A.C., requires obtaining Department approval prior to using a dry removal method in accordance with 40 CFR section 61.145(3)(c)(i)'.) VI. Describe the procedures to be used in the event unexpected RACM is found or'!previously nonfriabll'e asbestos material becomes crumbled, pulverized, or reduced to powder after start , of the project. VII. Complete the asbestos waste transporter information. VIII. Complete the waste disposal site information. IX. List the amount of RACM or ACM of each type of asbestos to be removed. (Note: A volume measurement of RACM off facility components is only permissible if the length or area 'could not be measured pf eviously.) Identify and describe the listed surfacing material and other listed materials as applicable. lorida Building Cole Edition 2010 Hurricane Zone Uniform Permit Application Form coon A (General Information JAN 3 0 2014 Ma o. Process No. BY: Contractor's Name: PRECISION ROOFING CORP. job Address: 180 NE 99 ST MIAMI SHORES, FLA 33138 ROOF CATEGORY E Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 GAS VENT: [] YES E NO ROOF TYPE ❑ New Roof Re -Roof ❑Recovering ❑ Repair ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Area (SF) 2,600 N/A ❑ Maintenance Total (SF) 2,600 WOOD= 01i7S° W C)vce-orr= 121 err 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. 1 ANL) ALL FEDER& 1f. ANL) ALL FEDER& Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fastener Spacing for Anchor /Base Sheet Fill in Specific Roof Assembly Components and Attachmen Identity Manufacturer (If a component is not used, identify as "NA") Feld: 9 "oc @ Lap, # Rows 2 @ 9 "oc System Manufacturer: GAF MATERIALS CORP. Perimeter: 6 "oc @ Lap, #Rows 4 @ 6 "oc NOA No.: 13- 0424.14 Comer: 6 "oc @ Lap, *Row 4 @ 6 "oc Design Wind Pressures, From RAS 128 or Calculations: Pmaxi: -42.8 Pmax2 -71.7 Pmax3: -108.0 Max. Design Pressure, from the specific NOA System: -52.5 PSF MT Type: CDX PLYWOOD Gauge/Thickness: 5/8 = 19/32" Slope: 1 :12 Anchor /Base Sheet & No. of Ply (s): Base Sheet #75 Anchor /Base Sheet Fastener /Bonding Material: 1 -1/4 Ring Shank Nails & 1 -5/8 Tin Caps Insulation Base Layer: Energy Guard Insulation Base Insulation Size and Thickness: 2.0° x 4'x 4' Base Insulation Fastener /Bonding Material: STEEP ASPHALT TYPE IV Top Insulation Layer: N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener /Bonding Material: N/A Base Sheet(s) & No. of Ply(s): 1 Stratavent Perforated Base Sheet Fastener /Bonding Material: Loose Laid over Insulation as per NOA Ply Sheet(s) & No. of Ply(s): (1) Ply Ruberoid 20 Ply Sheet Fastener /Bonding Material: Steep Asphalt Type 4 Top Ply: Mineral Surface Cap Sheet Top Ply Fastener /Bonding Material: STEEP ASPHALT TYPE IV Surfacing: Mineral Surface Cap Sheet Number of Fasteners Per Insulation Board Feld: n/a Perimeter: n/a Comer: n/a Illustrate Components Noted and Details as Applicable: Wood blocking, 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 Manufacturers Details that Comply with RAS 111 and Chapter 16. Galvanized Stucco Stop Termination Bar anchored Ruberoid Mop White <3' 1x4 cant strip Parapet Mineral Surface Cap Sheet Height I Base Sheet #75 1 2.0 EnergyGuard Insulation 1 Perforated Stratavent Laid Loose I Ruberoid 20 Membrane 12' Mean Roof Height Ovinner's Notification Form 07 Mow ° ,errs Ex`eft— E_rY var o SECTION 1524 HIGH VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. 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 govern 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 designated space indicates that the iterp 4as been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane n are for the purpose of providing that the roofing system meets the wind resistance and water intrusion perf ce standards. Aesthetics (appearance) 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 4oasart f the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida B ' ding Code. (The roof deck is usually concealed prior to removing the existing roof system). W e3. Common roofs: Common roofs are those which have no visible delineation between neighboring . townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or ovper 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 roof decking can be yr w d from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of m . g this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may istre ater to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural s 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 0...� 0system 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 ed from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if ov ow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance wi the:quirements of Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida - the attic venting, venting shall not b re ed. Owner's /Agent's Signature: Contractor's Signature: engineer or registered architect to eliminate Date: Permit Number: C=OUNT TAY MIAMI -DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315 -2590 F (786) 31525 -99 NOTICE OF ACCEPTANCE (NOA) www.miamidademoy/econ 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:: GAF Ruberoie 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. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 09- 0224.01 and consists of pages 1 through 29. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 13-0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 1 of 29 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type H: Wood, Insulated Deck Description: 19/32' 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. Fire Barrier: FireOut"' Fire Barrier Coating, VersaShiele Fire - Resistant Roof Deck Protection (optional) or SecurocV Gypsum -Fiber Roof Board. Anchor sheet: GAFGLAS® #80 Ultima Base Sheet, GAFGLAS® Stratavene Eliminator"° Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat - Weld"° Smooth or Ruberoid® SBS Heat - Weld"' 25 base sheet mechanically fastened to deck as described below. Fastening GAFGLAS® Ply 4, GAFGLAS® F1exPly"" 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, GAFGLAS® F1exPly 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill -Tec"' #12 Fastener, Drill -Tec"' #14 Fastener or Drill -TecTm XHD Fastener and Drill -Tec'm 3" Steel Plate, Drill - Tec" AccuTrae Flat Plate or Drill -Tec"' AccuTraco Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Des' Pressu See General Limitation #7) GAFGLAS® FlexPly 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 Ultima a' Base Sheet, Ruberoid® 20, 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 -Tec"m #12 Fastener, Drill -TecTM #14 Fastener or Drill- Tec*"M XHD Fastener and Drill -Tec" 3" Steel Plate, Drill -TecTm AccuTrac* Flat Plate or Drill -Tec- AccuTrace Recessed Plate installed 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) NOA No.: 13- 0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 7 of 29 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 Fastener, Drill -Tec76 #14 Fastener or Drill -Tec"m XHD Fastener and Drill -Tec 3" Steel Plate, Drill -Tec"' AccuTrac® Flat Plate or Drill -Tec"" AccuTraca' Recessed Plate installed 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 #79 One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fe EnergyGuard7 Polyiso Insulation, nergyGuard�`�' Polyiso RA Insulation, EnergyGuard Polyiso nsu ation, EnergyGuard7 RA Composite Polyiso Insulation Minimum 1" thick N/A N/A StructodeV High Density Fiber Board, EnergyGuard7 Perlite Recover Board Minimum YP thick N/A N/A EnergyGuard7 Perlite Roof Insulation 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 fie. 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® Stratavene Eliminator Perforated Venting Base Sheet laid dry or a layer of EnergyGuard7 Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima Base Sheet, GAFGLAS® Ply 4, GAFGLAS F1exPly"m 6 GAFGLAS® Stratavene Eliminator Perforated Venting Base Sheet (laid dry), Rub o�Mop Smooth, Ruberoid® 20, Ruberoid SBS He eir Smooth or Ruberoid® SBS Heat -Weld? 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 lbs. /sq. (See General Limitation #4). Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLAS® F1exPly"' 6, GAFGLAS' #80 Ultima Base Sheet, 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, uberoid ®30, Ruberoie EnergyCap' 30 FR SBS Membrane, Ruberoid® 30 FR, Ruberoid® Mop Smooth, Ruberoid® Mop 170 FR, RuberoieMop Granule, RoofMatch"' SBS Modified Granular, Ruberoid® Mop Plus, Ruberoid® Mop FR or Ruberoid® Dual FR fully adhered in an approved asphalt at an application rate of 25 lb. /sq. + 15 %. NOA No.:13- 0424.14 e Cou�rrY Expiration Date: 11/06/14 -JAPPROVEDLr Approval Date: 10/31/13 Page 8 of 29 Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood coat of t at 60 lbs. /sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet r GAFGLAS® EnergyCap'� BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs. /sq. 3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening Above NOA No.: 13- 0424.14 Expiration Date: 11/06/14 Approval Date: 1051113 Page 9 of 29 WOOD DECK SYSTEM LimrATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPly ' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" DensDecV Roof Board or %z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LnwrATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each 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 121bs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 2751bf., 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 shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13- 0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 29 of 29 UL Online Certifications Directory Home Quick Guide Contact Us UL.com TGFU.R1306 Roofing Systems See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA R1306 "Ruberoid® 20" or "Ruberoid® 20 HT" or "Ruberoid® Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. %Z -in. thick (minimum) gypsum board or 1/4-in. thick (min) G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM Roofboard" 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. thick minimum) roof decks. However, the butt joints in the gypsum board and G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM Roofboard" are to offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "Tri-Ply® Ply 6" may be adhered to G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM Roofboard" in hot roofing asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent® EliminatorTM Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS® Perlite Insulation" may be utilized as a cover board over "EverGuard" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene referenced in any of the following Classfications include "EnergyGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet ", or "GAFGLAS® #80 ULTIMA ") is a suitable alternate for Type GI asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4 ", or "GAFGLAS® Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent® EliminatorTM Venting Base Sheet (Perforated)" or "GAF Stratavent® EliminatorTM Venting Base Sheet (Mailable)." Perforated to be loose laid or mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 ULTIMA" or "GAF Stratavent® EliminatorTM Venting Base Sheet (Mailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS® Flashing" or "Ruberoid®" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITEW or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of %Z -in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C -15/32 thick roof decks. The use of polystyrene insulation board between minimum % -in. thick perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuard RA" or "Tapered EnergyGuard RA" or "EnergyGuard Composite RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". "GAFGLAS® #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS® Flex Ply 6" and "Tri-Ply® Ultra - Flexible Ply 6" are suitable alternates to "GAFGLAS® Ply 611. "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 Roofing Asphalt" may be surfaced with "Fireshield MB" at 2%z to 3- gal/100 -fl "Ruberoid® Dual Smooth" may be used as an alternate to "Ruberoid® Mop Smooth" or "Ruberoid® 20" or "Ruberoid® 20 HT" "Ruberoid® Mop Smooth 1.5" may be used as an alternate to "Ruberoid® Mop Smooth" 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® Mop" SBS products in any applicable Classification. 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply !yW G2 "GAFGLASO #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type GI "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or GAFGLAS® Ply 6". Cap Sheet: —One ply TWe G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-Ply® Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap''M BUR Mineral Surfaced Cap Sheet." Last Undated on 2013 -10 -02 Questions? Print this pgge Terms of Use Page Top © 2013 UL LLC When the UL Leaf Mark is on the product, or when the word "Environment" is included in the UL Mark, please search the UL Environment database for additional information regarding this product's certification. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2013 UL LLC ". An independent organization working for a safer world with integrity, precision and knowledge. lNl ill All➢�l \ \ \VNYllli! Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill In Specific Roof Assembly Components and Identity Manufacturer (If a component is not used, identify as "NA") System Manufacturer: GAF MATERIALS CORP NOA No.: 13- 0409.03 Design Wind Pressures, From RAS 128 or Calculations: Pmaxl: -49.9 Pmax2: -82.9 Pmax3: -124.7 Max. Design Pressure, from the specific NOA System: -150 PSF Fastener Spacing for Anchor /Base Sheet Attachment Field: N/A "oc @ Lap, # Rows N A @ _N LA "oc Perimeter: N/A "oc @ Lap, #Rows N/A @ NLL2oc Comer: N/A "oc @ Lap, *Row N/A @ N/A "oc Number of Fasteners Per Insulation Board Field: _ NIA Perimeter: Comer: N/A Type: STRUCTURAL CONCRETE Illustrate Components Noted and Details as Gauge/Thickness, 4" Applicable: Wood blocking, Gutter, Edge Termination, Stripping, Slope: 1/4:12 Flashing, Continuous Cleat, Cant Strip, Base Flashing, Anchor /Base Sheet & No. of Ply (s): N/A Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Anchor /Base Sheet Fastener /Bonding Material: Base Flashing, Component Material, Material Thickness, N/A Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Insulation Base Layer: Energy Guard ISO Insulation Chapter 16. Base Insulation Size and Thickness_ 2 -0" x 4'x 4' 8° oc Gaiv nry anchors Cad Stucco Stop W/Up w/1 maso Base Insulation Fastener /Bonding Material: Termination Bar anchored w/ 1'/s masonry \ S As h It T IV o �achnrs 6° o c r K Top Insulation Layer' N./A GAF Ruberoid Mop White Flashing Top Insulation Size and Thickness: N/A Top Insulation Fastener /Bonding Material: 1x4 Cant Strip \ N/A Mineral Cap Sheet White \ Base Sheet(s) & No. of Ply(s): Stratavent Perforated Base Sheet Fastener /Bonding Material: goose Baia over insuiarion Ply Sheet(s) & No. of Ply(s): 1- Rueroid 20 mopped Ply Sheet Fastener /Bonding Material: Steep Asphalt Type IV Top Ply: GAF Mineral Surface Cap Sheet Top Ply Fastener /Bonding Material: Steep Asphalt Type IV Surfacing: GAF Mineral Surface Cap Sheet 3X3 DRIP EDGE GALV V RUBEROID 20 STRIP Concrete 1 Ruberoid 20 mopped n/a Parapet Height ill Mean Roof Height Perforated Stratavent loose laid over ISO ENERGYGUARD INSULATION 2.0 x 4'x 4' Asphalt Primer ASTM D41 coin MIAMI -DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida. 33175 -2474 BOARD AND CODE ADMINISTRATION DMSION T (786)315 -2590 F (786) 31525 -99 NOTICE OF ACCEPTANCE (NOA) www.mfamidade.eov/economv GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section 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 Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:: GAF Ruberoie Modified Bitumen Roof System for Concrete 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. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 08- 1028.02 and consists of pages 1 through 43. The submitted documentation was reviewed by Jorge L. Acebo. APPROVED NOA No.: 13- 0409.03 Expiration Date: 11/06/14 Approval Date: 09/26/13 Page 1 of 43 Membrane Type: APP & SBS beck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank SYSTEM TYPE A(4): ADHERED INSULATED SYSTEMS The following assembly is approved to a maximum design pressure per Insulation Maximum Design Pressure Table B. No substitutions shall be made: Dm Type __ _ __ Concrete, primed with Matrix 307 Premium Asphalt Primer. Anchor- Sheet: Install one or more plies of GAFGLAS® #75 Base Sheet, Tri-Ply® #75 Base Sheet, (Optional) GAFGLAS' #80 Ultima Base Sheet, GAFGLAS® Ply 4, Tri-Ply® Ply 4, GAFGLAS® F1exPly"m 6, Ruberoid® Mop Smooth or Ruberoid® 20 mopped directly to deck primed with Matrix 307 Premium Asphalt Primer. Adhere with any approved mopping asphalt applied within the EVT range and at a raze of 20-40 lbs. /sq. Insulations: See Insulation Maximum Design Pressure Table B below. Design Pressure is dependent on Insulation assembly # used in this system. Base Sheet: Install one ply. of GAFGLAS® Stratavene Eliminator Perforated Venting Base Sheet, lose laid dry ly Sheet: (Note, required if membrane is APP /SBS Heat - Weld" or Mineral Surface Cap) ,(Optional) One or more plies of Ruberoid 20, GAFGLAS® Ply 4, Tri-Ply® Ply 4 or GAFGLAS® FlexPly" 6 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® Torch Smooth, Tri-Ply® TP-4, Ruberoid® Torch Granule, Ruberoid® Torch 180, RooflVlatch7 APP Modified Granular, Tri-Ply® TP-4G, Ruberoid® Torch FR, Ruberoid® EnergyCapT' Torch Granule FR or Ruberoid® EnergyCapT'm Torch Plus FR applied in accordance with manufacturer's instructions. Ruberoid® 20, Ruberoid® 30, Ruberoid® 30 FR, Ruberoid® Mop Granule, Tri-Ply® SBS Modified Bitumen Membrane, RooflVlatch7 SBS Modified Granular, Intec Flex PRF, Ruberoid® Mop Smooth, Ruberoid® Mop Smooth 1.5, Ruberoid® Mop Plus Smooth, Ruberoid® Mop Plus, Ruberoid® Mop FR, Ruberoie EnergyCap' Mop FR, Ruberoid® Mop 170FR, Ruberoid' Dual Smooth, Ruberoid® Dual FR or Ruberoid' EnergyCap- 30 FR SBS Membrane applied in accordance with manufacturer's instructions. Or Ruberoid® SBS Heat - Weld' 25, Ruberoid® SBS Heat - Weld°" Smooth, Ruberoid® SBS Heat - Weld"' Granule, Ruberoid® SBS Heat - Weld"° 170 FR, Ruberoid® SBS Heat - Weld"m Plus, Ruberoid® SBS Heat- Weld'm Plus FR or Ruberoid® EnergyCap- SBS Heat - Weld- Plus FR applied in accordance with manufacturer's instructions. Or GAFGLAS® Mineral Surfaced Cap Sheet, Tri-Ply® Mineral Surfaced Cap Sheet, GAFGLAS® EnergyCap'm BUR 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. NOA No.: 13-0409.03 Expiration Date: 11/06/14 Approval Date: 09/26/13 Page 15 of 43 Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 4001bs. /sq. and 3001bs. /sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. 2_. GAIaGLAS6 Mineral_ Surfaced Cap Sheet, Tri-Ply® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap - BUR Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs. /sq. 3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5 gal. /sq. Insulation Maximum Design Pressure Table B # Insulation Assemblies 1. Min. 1" EnergyGuard7 Polyiso Insulation or EnergyGuard m RH Polyiso Insulation, EnergyGuard7 RA Polyiso Insulation mopped in asphalt at the rate of 20- 401bs. /s . asphalt at the rate of 20- 401bs. /s . Maximum Design Pressure —1501 psf. See General Limitation #9 2. (Uptional)Base Layer. Min. 1" EnergyGuarC Polyiso Insulation or EnergyGuard"" RH Polyiso Insulation, EnergyGuard7 RN Polyiso Insulation, EnergyGuarC RA Polyiso Insulation mopped in asphalt at the rate of 20- 401bs. /s . Top Layer: Min. ' /a" DensDecke' or Securock Gypsum -Fiber Roof Board mopped in asphalt at the rate of 20- 401bs. /s . Maximum Design Pressure 240 psf. See General Limitation #9 3. (Optional) Base Layer: Min. 1" EnergyGuard7 Polyiso Insulation or EnergyGuard7 RH Polyiso Insulation, EnergyGuard7 RA Polyiso Insulation, EnergyGuard7 Composite Polyiso Insulation or mopped in asphalt at the rate of 20-40 lbs. /s . Top Layer. Min. 3 /a" EnergyGuard— Perlite Roof Insulation, EnergyGuarC Perlite Recover Board or Min. V? StructodeO High Density Fiber Board Roof Insulation adhered to the base insulation layer or primed concrete deck in a full mopping of approved asphalt applied within the EVT range at a rate of 20-40 lbs. /s . Maximum Design Pressure 90 psf, See General Limitation #9 4. (Optional) Base Layer: Min. 1" EnergyGuar(r Polyiso Insulation or EnergyGuarC RH Polyiso Insulation, EnergyGuard7 RA Polyiso Insulation, EnergyGuard7 Composite Polyiso Insulation mopped in asphalt at the rate of 20- 401bs. /s . Top Layer. Min. 3/a " EnergyGuar(r Perlite Roof Insulation, EnergyGuard"' Perlite Recover Board or other approved perlite insulation board Min. %2" StructodeV High Density Fiber Board Roof Insulation adhered to the base insulation layer or concrete deck primed with Matrix's 307 Premium Asphalt Primer in a full mopping of approved asphalt applied within the EVT range at a rate of 20- 401bs./s . Maximum Design Pressure 90 pst See General Limitation #9 NOA No.: 13- 0409.03 Expiration Date: 11/06/14 Approval Date: 09/26/13 Page 16 of 43 CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117; calculations shall be signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant. GENERAL LumnATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each 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 121bs. /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 and/or RAS 137. 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 shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13- 0409.03 Expiration Date: 11/06/14 Approval Date: 09/26/13 Page 43 of 43 Home ,Quick Guide Contact Us UL.com TGFU.R1306 Roofing Systems See General Information for Roofing Stems BUILDING MATERIALS CORP OF AMERICA, DBA GAF 1361 ALPS RD WAYNE, NJ 07470 USA R1306 "Ruberoid® 20" or "Ruberoid® 20 HT" or "Ruberoid® Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1 /2 -in. thick (minimum) gypsum board or 1 /4 -in. thick (minimum) Georgia - Pacific Gypsum LLC "DensDeck® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM Roofboard" 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. thick minimum) roof decks. However, the butt joints in the gypsum board and Georgia - Pacific Gypsum LLC "DensDeckO Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM Roofboard" are to offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "Tri-Ply® Ply 6" may be adhered to Georgia - Pacific Gypsum LLC "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuardTM Roofboard" in hot roofing asphalt. "EnergyGuardTM Ultra" is an acceptable alternate to "EnergyGuardTM RF" in any applicable Classification. "GAF Stratavent® Eliminatofm Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS® Perlite Insulation" may be utilized as a cover board over "EnergyGuardTM RF" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or UL Classified urethane insulation adhesive. Polystyrene referenced in any of the following Classifications include "EnergyGuardTM EPS Insulation". Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation instructions (excluding LRF Adhesive O) in any applicable Non - Combustible Roof Deck Classifications. References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". "EnergyGuardTM Tapered" is an acceptable alternate to "EnergyGuardTM" in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet ", or "GAFGLASO #80 ULTIMA ") is a suitable alternate for Type GI asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4 ", or "GAFGLAS® Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent® ElimirratorTM Venting Base Sheet (Perforated)" or "GAF Stratavent® EliminatorTM Venting Base Sheet ( Nailable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 ULTIMA" or "GAF Stratavent® Eliminatofm Venting Base Sheet (Nallable)" may be substituted for Type G 1 asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4" or "GAFGLAS® Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. "GAFGLAS® Flashing" or "Ruberoid®" may be used for flashing in any of the Class A, B or C systems listed below. When " perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of %2 -in. minimum thick gypsum board is an acceptable alternate for minimum insulation over C -15/32 thick roof decks. The use of polystyrene insulation board between minimum % -in. thick perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuardTM RA" or "Tapered EnergyGuardTM RA" or "EnergyGuardTM Composite RA" may be substituted for any Atlas Roofing Corp. polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". "GAFGLAS® #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS® Flex Ply 6" and "Tri-Ply® Ultra - Flexible Ply 6" are suitable alternates 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 Roofing Asphalt" may be surfaced with "Fireshield MB" at 2'/2 to 3- gal/100 -fl "Ruberoid® Dual Smooth" may be used as an alternate to "Ruberoid® Mop Smooth" or "Ruberoid® 20" or "Ruberoid® 20 HT" "Ruberoid® Mop Smooth 1.5" may be used as an alternate to "Ruberoid® Mop Smooth" 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® Mop" SBS products in any applicable Classification. Class A 3. Deck: NC Incline: 2 Insulation (Ontional): — One or more layers perlite, wood fiber, glass fiber, poly iy socyp urate, urethane, perlite /polyisocyanurate composite, perlite/urethane composite, wood fiber /polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type G1 "GAFGLAS® Ply 4 ", "Tri-Ply® Ply 4" or "GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri-PIA Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet." Last Updated on 2013 -10 -02 © 2013 UL LLC When the UL Leaf Mark is on the product, or when the word "Environment" is included in the UL Mark, please search the UL Environment database for additional information regarding this product's certification. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: V 2013 UL LLC ". An independent organization working for a safer world with integrity, precision and knowledge. itll ill A/►��l