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RF-15-1465 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-250727 Permit Number: RF-6-15-1465 Scheduled Inspection Date: January 13,2016 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: , BARRY UNIVERSITY Work Classification: Flat Job Address:11300 NE 2 Avenue Health &Sports Miami Shores, FL 33138-0000 Phone Number Parcel Number 1121360010160-23 Projf$;t: <NONE> Contractor: BEST ROOFING SERVICES LLC Phone: (954)941-9111 Building Department Comments REMOVE AND REPLACE ROOF MATERIAL ON FLAT Infractio Passed comments DECK AND RECOVER EXISTING ROOF MATERIAL ON INSPECTOR COMMENTS False FLAT DECK Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-250379. CREATED AS REINSPECTION FOR INSP-236850. Provide requested photos on prior inspection Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 12,2016 For Inspections please call: (305)762-4949 Page 20 of 31 From: 01/05/2016 08:41 *359 P.002 Issue Date: 12/14/2015 FLORIDA ROOFING,SHEET METAL It AIR CONDITIONING CONTRACTORS ASSOCIATION,INC. S RSA SELF INSURERS NA1-800-767-3772 •FAX(407)671-2520 CERTIFICATE OF INSURANCE ISSUED TO: COPY PROVIDED TO: Miami Shores Village Building Dept. Best Roofing Services LLC d/b/a Best Roofing 10050 NE 2nd Avenue Miami Shores, FL 33138 1600 N.E. 12th Terrace Fort Lauderdale, FL 33305 Attention: Best Roofing Services LLC d/b/a Best Roofing This Is to Certify that: 1600 N.E. 12 Terrace Fort Lauderdale, FL 33305 being subject to the provisions of the Florida Workers'Compensation Act, has secured the payment of compensation by insuring their risk with the FLORIDA ROOFING, SHEET METAL&AIR CONDITIONING CONTRACTORS ASSOCIATION SELF INSURERS FUND,4099 Metric Drive,Winter Park, FL 32792. COVERAGE NUMBER: 870-033132 LIMITS EFFECTIVE DATE: 1/1/2016 Workers'Compensation: Statutory-State of Florida Employers'Liability: $1,000,000.00 Each Accident EXPIRATION DATE: 1/1/2017 $1,000,000.00 Disease, Each Employee $1,000,000.00 Disease, Policy Limit REMARKS: Non-cancelable;without 30 clays prior written notice,except for non=payment of premium which-will be a 10 day written notice. Lic#"CCC018297, Gregg Wallick° This certificate is issued as a matter of information only, is not a policy and of itself does not afford any insurance. Nothing contained in this certificate shall be constructed as extending coverage not afforded by the policy(les)shown above or as affording insurance to any insured not named above. This provides coverage for Florida policyholders and Florida domiciled employees only. By: By. s Brett Stiegel,Administrator Debra Guidry, CPCU, Un en+vriting Manager FRSA-SIF FRSA-SIF �HmRe. � Miami Shores Village M k ` 'D� � �� N 10050 N.E.2nd Avenue NE 3 & Miami Shores,FL 33138-0000 E7f/C �aS i W Fla 'Pei 5t�tis APS R Phone: (305)795-2204 »J ,.. . ..3 .,,,•, f6 ryl Iration: 04/17/20 6 Issue t 12 15:, Exp. Project Address Parcel Number Applicant 11300 NE 2 Avenue Number: Health & Sport 1121360010160-23 BARRY UNIVERSITY INC Miam9 Shores, FL 33138-0000 Block: Lot: Owne! -.nation Address Phone Cell BARPY UN!VERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 Contractor(s)_ _ Phone Cell Phone Valuation: $ 279 171.72 --- -- -- ---------- BEST ROOFING SERVICES LLC (954)941-9111 Total Sq Feet: 29600 Type oil�ork ;:e Root Available Inspections: Additional Info: REMOVE AND REPLACE ROOF MATERIAL ON Inspection Type: Classification:Commercial Tin Cap Scanning:4 Final Roof Roof in Progress Renailing Affidavit Review Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $168.00 Invoice# RF-6-15-55977 DBPR F,.-, $14.63 06/15/2015 Check#: 1919 $200.00 $1,264.26 DCA Fee $14.63 Education 6w--Iiarge $56.00 10/20/2015 Check#:1986 $ 1,264.26 $0.00 Permit Fee-Ne%,,Roof $975.00 Scannin,,gee $12.00 Technology Fe? $224.00 Total: $1,464.26 In consid<2iao3n of the issuance to me of this perry t, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining ther o and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In acceptinrs this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are regUlreri fir Fi [=r-nPi(-Al_ PLI)MBING, MECHAI',IICA''..-,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNER`: f, FIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructs nand zoning. m e a h e above-named contractor to do the work stated. October 20, 2015 A uth o ri-;P&Sig e:Owner / Applicant / Contractor / Agent Date BC!�n�' 00ee hp-2rtMe n C0RAr a�/ l F� Miami Shores Village cT� Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Y: Tel:(305)795-2204 Fax:(305)756-8972 _ INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 1120 w BUILDING Master PermitNo��'I��I PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑O ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11300 NE 2nd Avenue - HSC Building Citv: Miami Shores County: Miami Dade Zia: Folio/Parcel#: 11-2136-000-0040 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Barry College Phone#: Address: 11300 NE 2nd Avenue City: Miami Shores State: FL Zip: 33161 Tenant/Lessee Name: Barry University Sports& Health Center Phone#: Email: CONTRACTOR:Company Name: Best Roofing Services LLC dba: Best Roofing Phone#: 954-941-9111 Address: 1600 NE 12 Terrace Cit,'. Fort Lauderdale State: FLZip: 33305 Qualifier Name: Zachary Wallick Phone#: 954-941-9111 State Certification or Registration M CC C1329779 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$279,171.72 Square/Linear Footage of Work: 29,600 /Recover Type of Work: ❑ Addition ❑ Alteration ❑ New Q Repair/Replace El Demolition Description of Work: Remove & replace roof material on flat deck and recover existing roof material on flat deck Specify color o(f[color thru tile: Submittal Fee$ (n 03 Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 LX1 OWNER or AGENT CON OR The foregoing instrument was acknowledged beforet me this The foregoing instrument was acknowledged before me this day of 120 ® ,by q'° day of 20 .by ® I who ersonally know o I e who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Signe-, ig NNIIl1 Sign: . s r�oi ��•, - Print —�o� ♦ .••••••.F �i Print: 7-71 IFTERESA or Seal: _ :s,V�Q�� a0�t0�•� Seal: Notary Public-State of Florida My Comm. Expires Aug 1,2016 *: +►•� :*� ,';;ory Commission#EE 221460 OFFar \\♦♦s APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) k . � � ; Florida Department of MI®�QPiD • FLOF Environmental Protection Regulatory and economic Resources Air Quality Management Division Division of Air Resource Management 701 N.W.1 st Court,2nd Floor NOTICE OF DEMOLITION OR ASBESTOS RENOVATION Miami,Florida 33136 TYPE OF NOTICE(CHECK ONE ONLY): )I ORIGINAL ❑ REVISED ❑ CANCELLATION ❑ COURTESY TYPE OF PROJECT(CHECK ONE ONLY): ❑ DEMOLITION ❑ RENOVATION ROOFING IF DEMOLITION,IS IT AN ORDERED DEMOLITION? ❑YES NO IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? ❑YES ❑ NO File# IS ITA PLAN NE RENOVATION OP RATION? DYES 11 NO Process# L Facility Name -L' Address 4 ') ' t City State ZipCounty n:9, a l�`) Site Consultant Inspecting Site Building Size (Square Feet) #of Floors Building Age in Years Prior Use: chool/College/University ❑Residence El Small Business Other Present Use: chool/College/University / ❑Residence ❑Small Business Other 11. Facility Owner J -L I `G - Phone I ) Address 1 R city 144PP144, ° ' Stater L Zip .a.a/.44. 4 1. Contractor's Name '" r ` Phone Address i,' City StateZip Is the contractor exempt from licensure under section 469.002(4),F.S.? ❑YES NO IV. Scheduled Dates: (Notice must be postmarked 10 working days before the project start date) Asbestos Removal(mm/dd/yy)Start: Finish: Demo/Renovation(mm/dd/yy)Start J Finish: V. Description of planned demolition or renovation work to be performed and methods to be employed,including demolition or renovation techniques to be used and description of affected facility components. Procedures to be Used(Check Al I That Apply): Strip and Removal I KV I Glove Bag _.,_t_ ozer ❑ I Wrecking Ball Wet Method I ❑ I Dry Method I E:1'1 Exp ode ❑ I Burn Down ' OTHER: VI. Procedures for Unexpected RACM: L- VII. Asbestos Waste Tra sporter:Name - 6 Pho / 1411 GIS 14 Address ' City State Zip ,+T) VIII.Waste Disposal Site: Name 1 / /Af r, Address ' �+ L- - City State Zip 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* This is to certify that the required notification(s) square feet surfacinKmaria square feet cementitious material regar ' g asbestos have been submitted in linear feet pipe square feet resilient flooring co an with applicable regulations. cubic feet of RACM off facility components ?,3 square feet asphalt roofing S ER ial Signature ate *Identify and describe surfacing material and other materials as applicable: 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 Oe required training haskbeen accomplished by this person will be available for inspection during normal bus ess ho s.I have rd nd and `stood IV additional information provided on the back of this form. (Print Name of Owner/Operator r: (Signature of Owner/Operato (Date) (Contact phone#) RERUSE ONLY ate Received ICI# 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 provisions of 40 GFR 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 N7* r ards for Hazardous Air Pollutants (NESHAP), 40 CFR Part 61, Subpart M, as embodied in Ru) nc u e on Check to indicate whet 'nla r v' cor a c urtes notice(i.e. not re uired Y qby law). If the notice is anged or added. Check to indicate wheit aVffit .;.L W If you checked d mofiton was it ord tleslatp,or a local government ency? If so, in addition to the r._.._ information required o i tht"Ib , the owner r m At provide the name thegency ordering the demolition, the title of the person ctiI— behalf of the agency, the au ority for the agency t order the demolition, the date of the order, and the d to ordered t�P g, , rc r t also be'fi•taId d to the notification. If you checked r novation, is it an emer en tic �? If so-.in ation to the information re uired q on the form, the own r/opera vie the data--amour the emergencccurred, the description of the sudden, unexpected e ent, and an exp ana" 1. safe conions or would cause equipment damage or an un nable fi%Gf4Ah�n. h-eked renovatio and it iplanned renovation operation, please note that the n tice is effe��ctiiv�ve for a p cc d, ahndar year ofnuary 1 through December 31. I. Complete the f cility in5rmt' ` describes the facility wherhe renovation or demolition is scheduled.Thijar ddr r si( De artment inspect�o locate throject site. Provide the name of the consultant firm�� sur /i Ford„prior use” check the appropriate box to indicatq whether the prior f is tot oPa9c;K, co lege, or university; residence, as "residential dwjelling" is defined C.; small busines as defined in s. 288.703(1), F.S.; k or other. If "ot e s e, me instr ctions for "present use." II. Complete the f cility own- i III. Complete the cC?Wi IV. List separately t' uled start and f'ini'sh dates.(rpont'171ay/year) for'both the asbestos removal portion of the project and the renovation or demolition portion of the p ojecE: 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. �ra.x f.-••_ r,�:.�r��-m-yv.- z "Y � :. 'tea _ °r":R� .= _ .-_:�•�€ v-.,14 ®c,. c�,-,,, •au,y i Florida Depment of. Environmental Protection Replatory ark tFconomie Resources " Air Quality Management Division kiln DIVI$lon of RManagement N.W.1st Court,2nd Floor V Miami,Florida 33136 ' v,': NOTICE OF DEMOLITION OR ASBESTOS RENOVATIhN :: . t< TYPE OF N6tJCEJCHECK ONE ONLY): *X ORIGINAL ❑ REVISED ❑ CANCELLATION ❑ COURTESY TYPE OF PROJECT(CHECK ONE ONLY): ❑ DEMOLITION ❑ RENOVATION `ROOFING r IF DEMOLITION,IS IT AN ORDERED DEMOLITION? ❑YES )R�NO IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? ❑YES ❑ NO File# IS ITA PLANNERENOVATION OP TION? '-'❑YES 11NO Process# ' I. Facility Name '° ` Address ' City State Zip ! . County f t t l i F't}l r. I' Site Consultant Inspecting Site Building Size (Square Feet) of fkxarc Building Age in Years �. Prior Use: hool/College/University ❑Residence ❑Small Business Other Present Use cfiooVCollege!University r❑Residence ❑Small Business Other 1 :. H. FaciPeOMmer r�. r"_ :' Phone U� F` Address ba y City'' State 111. CorRractor's Name Phone Address.. a City r State Zip is the contractor exempt m licensure and section 469.002(4),F S.? © ES NO 1 IV. ScImMed Dates: (Notice must be postma 'I 0 working clays before the project start date) a Asbestps Removal(mm/dd/yy)Start: Finish:_ 'e DemolRenoYat�on(mm/dd/yy �'� Fish' 4/i V. ' Description of planned demolition o'renovation yyork to be performed and methods to be eiii06 ied••including demolition or renovation techniques to be used and description of affected facility components: " Procedures to be Used(Check All ThaE"Apply): i. Stripand Removal Glove Ba Bulldozer Wrecking Ball Wet Method D Method Explode Burn Down Dry ❑ ❑ OTHER: ti VI. Procedures for Unexpected RACM: - i' K VII:Asbestos Waste T` porter:.Name -' ^+�: Pho 6l fry( t �. F, r Address' y :City State rf. VIII.Waste Disposal Site: `Name ,_ Address` `"'A - City ,•„J. State ips IX. itACIN 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' ' This is to certify that the required notification(s) square feet surfacinWaia square feet cementitious material regar ' g asbestos have been submitted in linear feet pipe square feet resilient flooring co an with applicable regulations. z cubic feet of RACM off facility.components-' ,''��`.> square feet asphalt roofing at Si ature ate *Identify and describe surfacing material and other materials as applicable; r; I certify that the above information is correct that an individual trained in the provisions of this regulation(40 CFR Part 61,Su4art M)will be on- site during the demolition or renovation and evidence that required training hasabeen accomplished by this person will be availabiea"for inspection during normal bus ess ho have cad and:und tstopd dtf iticpW information provided on the back of this form. r J A"me Mame of Owner/O wl&YIla z (Signature of Owner/Operato (Date) (Contact phone• 161-01-158 7/13 1 DISTRIBUTION: 'White-RERYelkmv-Pkph�ant Pink-Reserve Gold-Reserve DISCLAIMER f • f This "NOTICE OF DEMOLITION OR ASBESTOS RENOVATION" is required pursuant to the provisions of 40 C+FR 61 Subpart M and Rule 627257.301, 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 original, a revision, a cancellation, or a courtesy notice(i.e., not required by law). If the notice is a revision, please indicate which entries have been changed or added. Check to indicate whether the project is a demolition or a renovation. If you checked de olition, i by t e I 1&vejpment ancy? If so, in addition to the information required on a firm, o r rat r m st f the a ncy ordering the demolition, the title of the person ac ng sin n t oMrcy to rder the demolition, the date of the order, and the dat orcd�re to egin. A copy o the order must also be attache to the notification. If you checked ren atm is it anter e c If so, in additi n to the information required on the form, the owner/ perms must providatd e and hour the emergency occurred, the description of the sudden, unexpected eve , artcl n explanation Nie a caused unsafe cooditi s or would cause equipment damage or an unreasona le.-r FvMfiecMd'cial burden. ovation an&it'r' a planned renovation operation, please note that the notic is ective for a period,not to exceed a calendar year of Ian*ry 1 through December 31. I. Complete the facili y i€#ormatioOr VALty where th.e renovation or demolition is scheduled.This add ess will be useNpyyth, Departmentrector to locate't6e project site. Provide the name of the consultant or fir n that c .a s&Je ur �, or"pri ruse"check the appropriate box to indicate wh ther the prior use o i y is- thato a sc oo, colleg or university; residence, as "residential dwellin " is defM* b2- 8,. A C - small usir�ess, as defined in s. 288.703(1), F.S.; or other. If"other" i checked, identify th e. ease follow the same instructions for "present use." 11. Complete the facili owner . 111. Complete the contr ctor ir' o &A&PROV I F�M IV. List separately the s hedl�ed start and f' /year) for both thJ asbestos removal portion of the project and the ei�ovatuon or o o t etrc$e�ct. ,V. Describe and chec olition or renovation. Include a description of th affected-facili SHAP for asb stos, which is adopted and incorporated by ref ence Rule - ent approval prior to using a dry removal metho in ac�or4ance with 40 CFR section 61.145(3)(c)(i).) V1. Describe the procedures to be used in the event unexpected RACM is found or previously nonfriable asbestos material becomes crumbled, pulverized, or reduced to powder after start of the project. VII. Complete the asbestos waste transporter information. VIII. Complete the waste disposal site information. IX. List the amount of RACM or ACM of each type of asbestos to be removed. (Note: A volume measurement of RACM off facility components is only permissible if the length or area could not be measured previously.) Identify and describe the listed surfacing material and other listed materials as applicable. s_T P,'...'3f$.. _ , .. - ..R�i T, r"l`xp}�.><x.�.,.-� ...z r.ryq�.'.fd ��aPxmyr-�•«.a„' .117 7717--.-:. 't MtAM ' � - Florida Department of Environmental Protection pegWaWy grnnnrWr Reece Air Quality Management Division Division of Air Resource Management 701 N.W.1 st Court,2nd Floor 4 Miami,Florida 33136 }NOTICE OF DEMOLITION OWASBESTOS RENOVAT16N TYPE OF NOTICE�CHEiCK ONE ONLY): ORIGINAL ❑ REVISED ❑ CANCELLATION ❑ COURTESY e TYPE OF PROJECT(CHECK`ONt ONLY): ❑ DEMOLITION 11 RENOVATION ROOFING IF DEMOLITION,IS IT AN ORDERED DEMOLITION? ❑YES ) NO Rr IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? ❑YES ❑NOFile# IS.IT A PLANNED RENOVATION OPERATION? ❑YES ❑ NO Process# Address }x -- -- - :. City State Zip :j County :si. i ii _ l Site Consultant Inspecting Site 4 Building Size ` '' ` * (Square Feet) #of Floors Building Age in Years Prior Use: chool/College/University ❑Residence ❑Small Business Other Present Use: chool/College/University ❑Residence ❑Small Business Other ' it. Facility Owner -.=�� r F Phone(� i Address 'I _ CitY 'i -i Ufa r :tj. / State 4_1,--Zip E Ill. Contractor's Namek� t _ Phone( 1 Address r `' City s= E -4,At' r A..-.. C # State Zip aim Is the contractor exempt Kiri licensure undef sect 4694Q2(4),F&? .Q YE 1`40 a IV. Scheduled Dates: (Notice must be postmarkjett 10 working days b�forthe project start date) = �„ Asbestos Removal(mm/ # dd/yy)Start: Finish: Demo✓Renovatron(mm/dd/yy)�Start: ��' Finish ' V. Description of planned demolition or.renovation vltcark to be performed and methods to be e7n)? W,including•demolition or renovation techniques to be used and description of affected facility components. ', Procedures to be Used(Check AILThat Apply): � APB Y = Strip and Removal GloveBa ❑ 'Bulldozer W recking Ball Wet Method1 EJ I Dry Method I LJ I Explode Burn Down OTHER: a VI. Pmcedwes for Unexpected RACK ..'♦ t' , VII.Asbestos Waste transporter:Name "� �:: Pho ` ' * `r` t/ 'd4 t Address City 11-s f f `x } : State J i zip Vill.Waste Disposal Site: Name * ` _ Address : City j i State ip_� IX. RACM or ACM:Procedure,including analytical methods,employed to detect tht Oresence of RACM and Category I and 11 nonfriable ACM. 70 Amount of RACM or ACM* F " r� This is to certify that the required notification(s) square feet surfacin is square feet cementitious material reg ar ' g asbestos have been submitted in linear feet pipesquare feet resilient flooring co an with applicable regulations. _ cubic feet of RACM off facility;components, `5 square feet asphalt roofing _ tREIC094al Si naturet�a e . G *Identify and describe surfacing material and other materials as applicable: 77 1 certify that the above information is correct and that an individual trained in the provisions-of this regulation(40 CFR Part 61,Suit M)will be on- site during the demolition or renovation and evidence that the required training haskbeen accomplished by this person will be available-or inspection during normal business ho have read and undgrstoodadditional information provided on the back of this form. r•: (Print Name of Owner r f i' F (Signature of Owner/Operator) (Date) (Contact phone 4' ; T 16101-M 7/13 DWRIRUTION: White-•RER Yell °r nt Pink—Reserve Gold Deserve � x �K DISCLAIMER This "NOTICE OF DEMOLITION OR ASBESTOS RENOVATION" is required pursuant to the provisions of 40 qFR' 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 original, a revision, a cancellation, ora courtesy notice(i.e., not required by law). If the notice is a revision, please indicate which entries have been changed or added. Check to indicate whether the project is a demolition or a renovation. If you checked demol' ' Jamcy ncy? If so, in addition to the information required o_, a for a erat r I .. a of the ordering the demolition, the title of the person a' ing on t gen y, t e r envder the demolition, the date of the order, and the da order of ttato the noti#ication.. If you checked ren vation, is it an emergency renovati ? If so, in addition to the information required on the form, the owner peor mu v t emergency urred, the description of the sudden, unexpected eve t, arad.an exp ana ion o how t e event caused unsafe q ► diti ns or would cause equipment damage or an unreason bleancial burden e. renovation and ibis a tanned renovation operation, please note that the noti is Wctive for a per d dt t6%tie calendar year of Jan,ary 1 through December 31. I. Complete the facil ty iri&matio "t*heasbestos f cility where tho renovation or demolition is scheduled.This address-.Will be ue t locate the pr ject site. Provide the name of the consultant or fi m that conducte site spur W/inspection. For"pr or use check the appropriate box to indicate w ther thf is Fp I, colleg , or university; residence, as "residential dwelli g is demf ed in"Rule - .• small siness, as efined in s. 288.703(1), F.S.; or other. If"other" s checkeyffe ase fo instructi ns for "present use." II. Complete the facili y owner informatignPts� DATE: , III. Complete the contr ictor information. jj r, IV. List separately the hedu lZlr i RQ1)b` e�T�oth th� asbestos removal portion of the project and theen&k' ion or demo i oject. 7 � � V. Describe and che_ t olition or renovation. Include a description of th - r a b stos, which is adopted and incorporated by ref encean-Ruler s taining Depari rent approval prior to using a dry removal meth d in accor4 r log 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. ` , .i Detail by Entity Name Florida Not For Profit Corporation BARRY UNIVERSITY. INC. Filing Information Document Number 711458 FEI/EIN Number 590624364 Date Filed 09/08/1966 State FL Status ACTIVE Last Event AMENDED AND RESTATED ARTICLES Event Date Filed 03/27/2009 Event Effective Date NONE Principal Address 11300 N.E. SECOND AVENUE ROOM 105 FARRELL HALL MIAMI. FL 33161 Changed: 02/08/2012 Mailing Address 11300 N.E. SECOND AVENUE ROOM 105. FARRELL HALL MIAMI. FL 33161 Changed: 01/31/2011 Registered Agent Name & Address Dudgeon. David 11300 NE SECOND AVE LaVoie Hall #209 MIAMI. FL 33161 Name Changed: 03/31/2014 Address Changed: 03/31/2014 Officer/Director Detail Name & Address Title S DUDGEON. DAVID 11300 NE SECOND AVE MIAMI. FL 33161 Title T Rosenthal. Susan 11300 N.E. SECOND AVENUE ROOM 105 FARRELL HALL MIAMI. FL 33161 Title D Bussel. John 11300 NE SECOND AVE MIAMI. FL 33161 Title PD BEVILACQUA. SISTER LINDA 11300 NE SECOND AVE MIAMI. FL 33161 Annual Reports Report Year Filed Date 2013 04/01/2013 2014 03/31/2014 2015 04/23/2015 Document Images 04/23/2015 --ANNUAL REPORT View image in PDF format 03/31/2014 --ANNUAL REPORT View image in PDF format 04/01/2013 --ANNUAL REPORT View image in PDF format 02/08/2012 --ANNUAL REPORT View image in PDF format 01/31/2011 --ANNUAL REPORT View image in PDF format 01/29/2010 --ANNUAL REPORT View image in PDF format 03/27/2009 --Amended and Restated Articles View image in PDF format 03/19/2009 --ANNUAL REPORT View image in PDF format 05/23/2008 --ANNUAL REPORT View image in PDF format 02/05/2007 --ANNUAL REPORT View image in PDF format 02/10/2006 --ANNUAL REPORT View image in PDF format 05/02/2005 --ANNUAL REPORT View image in PDF format 06/08/2004 --Amended and Restated Articles View image in PDF format 02/26/2004 --ANNUAL REPORT View image in PDF format 01/23/2003 --ANNUAL REPORT View image in PDF format � K q eJ_ Address Owner Name Folio SEARCH: 11300 ne 2 ave Suite Q PROPERTY INFORMATION Folio: 11-2136-000-0040 Sub-Division: Property Address 11300 N MIAMI AVE Miami Shores .FL 33168-2816 140 NW 115 ST 11300 N MIAMI AVE I 11300 N MIAMI AVE 11300 N MIAMI AVE Owner BARRY COLLEGE Mailing Address 11300 NE 2 AVE MIAMI SHORES.FL 33161-6628 Primary Zone 8200 SCHOOLS&CHURCHES Primary Land Use 7241 EDUCATIONAUSCIENTIFIC-EX:EDUCATIONAL-PRIVATE Beds I Baths I Half 368/296/0 Floors 4 Living Units 66 Actual Area Living Area Adjusted Area 292.842 Sq.Ft Lot Size 1.689.600 Sq.Ft Year Built 1990 'a I Layers w Legend F � -�� '- � � «� �#: �; �, •ter < .•,t r , ,�. . r IV Not' I Fr ANiFi _ ,ir ' V-4 Ar It �.,�„ „i�' � � � '� .��• � •� aye= �$� i� '� !"' •__�� _- - Air• I i.rvow �' .� ._.. U y Ac 9 s. so IL jr 1bJt . gra-#M?=?+ �Mfx ativE r ,�R PL K 2 �tav�e u «x� ,�" � ,= • it �. �• # - Col- All lit In '�:. + r «rt '' mop•' A. w � 40STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 WALLICK,ZACHARY G BEST ROOFING SERVICES LLC 1600 NE 12TH TERRACE FORT LAUDERDALE FL 33305 Congratulationsl With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, and they keep Florida's economy strong. DEPARTMENT OF BUSINESS AND PROFESSI At REGULATION Every day we work to improve the way we do business in order to CCC1329779 'ISSUED.- .07/27/2014 serve you better. For information about our services,please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you,subscribe CERTIFIED ROONNG CONTRACTOR to department newsletters and learn more about the Department's WALLICK,ZAC-4ARY O _ initiatives. BEST ROOFIN-6 jj€RVICES LLC Our mission at the Department is: License Efficiently,Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new license! Expirstiondets:AuG31,2016 L1407270002021 DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CCC 3329779 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 WALLICK, ZACHARY G BEST ROOFING SERVIC $'L1�C 1600 NE 12TH TERRACE` FORT LAUDERDALE" `.'FL 33305 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT y`S 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2014 THROUGH SEPTEMBER 30,2015 €,w DBA:BEST ROOFING SERVICES, LLC Receipt#:ROOFING$SHEET METAL CONTRACTgR Business Name: Business Type:(ROOFING CONTR) 1,w Owner Name:ZACHARY G. WALLICK Business Opened:07/12/2001 Business Location:1600 NE 12 TER State/County/Cert/Reg:ccc1329779 k FT LAUDERDALE Exemption Code: ; Business Phone: F Rooms Seats Employees Machines Professionals ` 100 s For Vending Business Only Number of Machines: Vending YPe�T. Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid k 150.00 0.00 0.00 0.00 0.00 0.00 15Q.00. F I i} THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS K; THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is E non-regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the b' business location.This receipt does not indicate that the business is legal or that p it is in compliance with State or local laws and regulations. ; Mailing Address: t'? BEST ROOFING SERVICES, LLC Receipt #iCP-13-00011930 1600 NE 12 TER Paid 08/12/2014 150.00 FORT LAUDERDALE, FL 33305 48 F E° 2014 - 2015 To: Page 3 of 3 2015-06-15 15:55:15(GMT) 18773330274 From: Frank H. Furman, Inc. CERTIFICATE OF LIABILITY INSURANCE DATE 1 6/25/2015) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATIONIS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement, A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER NAME: Deni Page Frank H. Furman, Inc. PHONE (954)943-5050 FAXA/Co_(954)942-6910 1324 East Atlantic Blvd. -MAIL ADDRESS:denise@furmaninsurance.com P. O. BOX 1927 INSURER(SJ AFFORDING COVERAGE NAIL 6 Pompano Beach FL 33061 INSURERA:Ironshore Specialty Insurance Co 25445 INSURED INSURER B MAPFRE Florida 34932 Best Roofing Services LLC, DBA: Best Roofing INSURER C American Guarantee & LiabilitV Ins 26247z 1600 NE 12 Terrace INSURER D: INSURER E: Fort Lauderdale FL 33305 INSURER F: COVERAGES CERTIFICATE NUMBER:15-16 Renewal without REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY NUMBER MMVOpryyyy �OrDpYIVEYNYLIMITS X COMMERCIAL GENERAL LIABILITY A CLAIMS-MADE �OCCUR EACH OCCURRENCE S 1,000,000 DAMAM To RENTED -PREMISES(Es S 50,000 RCS0016801 5/24/2018 8/24/2016 MED EXP(Anyone person) S 5,000 PERSONAL&ADV INJURY S 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICYFx I JIM El LOC PRODUCTS-COMP/OP AGG S 2,000,000 OTHER: S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT i!12 wridem) $ 1,000,000 ALLOB X ANY AUTO BODILY INJURY(Per person) S AUTOS AUTOFD SULED 4150150011581 5/24/2015 5/24/2016 BODILY INJURY(Per accident) S HIRED AUTOS NON-OWNED AUTOS PROPERTY(DAMAGE $ X UMBRELLA uPIP S 10,000 As X OCCURL_LEXCESS LIAB CLAIMS-MADE EACH OCCURRENCE S 5,000,000 `v AGGREGATE S 5000 000 D E I AUCS37419712 5/24/2015 5/24/2016 $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y 1 N STATUTE ERH ANY PROPRIETOR/PARTNERIEXECUTIVE OFFICERNEMBER EXCLUDED? N/A E.L.EACH ACCIDENT S (Mandatory In NH) It yes,describe under E.L.DISEASE•EA EMPLOY $ DESCRIPTION OF OPERATIONS below E.L.DISEASE•POLICY LIMB $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is requited) RE: CC C1329779. Certificate Holder is an Additional Insured for General Liability as required by written contract. CERTIFICATE HOLDER CANCELLATION 13057568972@efaxsend.com SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE BUILDING THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 AUTHORIZED REPRESENTATIVE Dirk De Jong/DP `. ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025imuni i Issue Date:6/12/2015 r FLORIDA ROOFING,SHEET METAL&AIR CONDITIONING CONTRACTORS ASSOCIATION,INC. SA)", SELF INSU • 1-800-767-3772 •FAX(407)671-2520 CERTIFICATE OF INSURANCE ISSUED TO: COPY PROVIDED TO: Miami Shores Village Building Dept. Best Roofing Services LLC d/b/a Best Roofing 10050 NE 2nd Avenue Miami Shores, FL 33138 1600 N.E. 12th Terrace Fort Lauderdale, FL 33305 Attention: Best Roofing Services LLC d/b/a Best Roofing This is to Certify that: 1600 N.E. 12 Terrace Fort Lauderdale, FL 33305 being subject to the provisions of the Florida Workers'Compensation Act, has secured the payment of compensation by insuring their risk with the FLORIDA ROOFING, SHEET METAL&AIR CONDITIONING CONTRACTORS ASSOCIATION SELF INSURERS FUND,4099 Metric Drive, Winter Park, FL 32792. COVERAGE NUMBER: 870-033132 LIMITS EFFECTIVE DATE: 1/1/2015 Workers'Compensation: Statutory-State of Florida Employers' Liability: $1,000,000.00 Each Accident EXPIRATION DATE: 1/1/2016 $1,000,000.00 Disease, Each Employee $1,000,000.00 Disease, Policy Limit REMARKS: Non-cancelable,without 30 days prior written notice, except for non-payment of premium which will be a 10 day written notice. This certificate is issued as a matter of information only, is not a policy and of itself does not afford any insurance. Nothing contained in this certificate shall be constructed as extending coverage not afforded by the policy(ies)shown above or as affording insurance to any insured not named above. This provides coverage for Florida policyholders and Florida domiciled employees only. c By: By: Gf Brett Stiegel,Administrator Debra Guidry, CPCU, UncTerwriting Manager FRSA-SIF FRSA-SIF From: 10/05/2015 11:38 0327 P.001 z f 16o NE 12th TERRACE FORT LAUDERDALE, FL 33305 PHONE: (954)941-9111 FAX: (954) 941-7447 TOLL FREE: (888)723-BEST(2378) CC C 1329779 FAX COVER PAGE DATE: 10/5/15 TO: Building Department - Miami Shores Villages FAX: 305-756-8972 PHONE: 305-795-2204 FROM: Kristin at Best Roofing - ksyse@bestroofing.net OFFICE PHONE: (954) 941-9111 RE: Updated Occupational License Please see attached our 2o15-2016 Occupational License. Please do not hesitate to contact Kristin Syse at extension 211. 3 Pages including cover page From: 10/05/2015 11:39 0327 P.002 .............. BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S.Andrews AVIS,, Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2015 THROUGH SEPTEMBER 30,2016 DBA:BEST ROOFING BEST ROOFING SERVICES, Ftecelpt M P1 N-1950 Business Name: LLC Business Type: FINGISHEET METALCONT OR (ROOFING CONM) Owner Name:zAcHARY G. wALLICIc Business Opened:07/12/2001 Business Location:1600 xE 12 TER State/County/CortfReg:CCC1329779 FT LAUDERDALE Business Phone: Exemption Code: Rooms $am Ernployon Machin" Professionals 100 Number of Machines: l"OfVendft. -Dusirtmonly -1 Vending E Tax Amount Transfer Fee NSF Penalty Prior Years Collection Cost Total Paid 00 0.00*1. 0.00 0.00 0.'00 J��O.0 0 150.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax Is levied for the privilege of doing business Within Broward County and Is 11011-regulatory In nature.You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements.This Business Tax Receipt must be transferred when the business Is sold, business name has changed or you have moved the business location.This receipt does not Indicate that the business 13 legal or that it is In compliance with State or local laws and regulations. Mailing Address; BEST ROOFING SERVICES, LLC 1600 NE 12 TER X'ScOlPt #ICP-14-00020834 FORT LAUDERDALE, FL 33305 Paid 08/12/2015 150.00 08/11/2015 Effective Date 24 OV 1 S 2016 From: 10/05/2015 11:39 0327 P.003 a 1 CITY OF FORT LAUDERDALE BUSINESS TAX YEAR 201.5-2016 BUSINESS TAX DIVISION 100 N.ANDREWS AVENUE,IST FLOOR,FORT LAUDERDALE,FLORIDA 33301 (954) 828-5195 Business TD: 1202752 Business Name:BEST ROOFING SERVICES LLC Business Address:1600 NE 12 TER Tax Category: OFFICE'USE ONLY Tax#:735029 Fee: BEST ROOFING SERVICES LLC GREGG WALLICK 1600 NE 12 TER FORT LAUDERDALE, FL 33305 ***DETACH AND POST THIS RECEIPT .......................................................................x........................ IN A CONSPICUOUS PLACE*** ............................................I....................... ................................................................................... Business ID: Tax Number: 1202752 Business Name: 735029 Business Address: BEST ROOFING SERVICES LLC Business Owner: 1600 NE 12 TER GREGG WALLICK • This Receipt is issued for the period commencing October 1st and ending September 30th of the years shown above. • If you have moved out of the city, please provide a written statement. • A transfer of business location within the city limits is subject to zoning approval. Please complete a Business Tax Transfer Application and bring it to our office to obtain the necessary approval. A Transfer fee applies of 10% of the annual business tax fee. The fee shall not be less than $3.00, nor greater than $25.00. • If you have sold your business, please provide us with a copy of the Bili of sale. Please be advised that this issuance of a Business Tax Receipt,establishes that the business you intend to conduct Is a use permitted by the City Zoning Code for the location at which you Intend to operate.The Issuance of a Business Tax Receipt In no way certifies that the property located at this address is In compliance with other provisions of the City Code of Ordinances. BUSINESS TAX DlvisloN 100 N.ANDREWS AVENUE,1ST FLOOR,FORT LAUDERDALE,FLORIDA 33301 TEL (954)828-5195 FAX (954)828-5881 Rev. 6/10/2015 WWW•FORTLAUDERDALE.GOV ROOF ASSEMBLIES AND ROOFTOP STRUCTURES k I Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form. 0 LTO 2015 Section A (General Information) Master Permit No. Process No. 11—=f Contractor's Name Best Roofing Services LLC dba Best Roofing b Job Address 11300 NE 2 Ave. Health and Sports Center �{ ROOF CATEGORY h9 Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesio Ti ❑Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles akes Shingles r ' ❑ Prescriptive BUR-RAS 150 ROOF TYPE • • :••••• •••••• W ❑ New Roof ❑ Reroofing ] Recovering ❑ Repair Q J"atenancee•.• 0 0 0 0:. ryROOF SYSTEM •••••• • :••••: INFORMATION see* *Gee • • !Z ow Slope Roof Area(SF) Steep Sloped Roof Area(SF) "j8Q(SF) ; .". •••••• 33568 0 •• •• c •••• ••••:• Section B (Roof Plan) :•••:• ••••:• Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers Andokorflowbrains. 000000 Include dimensions of sections and levels,clearly Identify dimensions of elevated pressure zofl@s afid loc%lbrCat 0 0 parapets. .. REV 'A 15.32 FLORIDA BUILDING CODE Sth Edition (2014) —BUILDING REROOF 0 0 :*see& 00:004, AREA0 :0:000060 .00 0 ow Drawing Report 23445 Barry University Health & Sport Center- 8/10/2015 Section:Entire Job Page:Roof Drawings W.0. u(� 37'0" 128'0' 2 • • • ••�:f • • • • • • ^ • • ? • •r • • �} r•• ••• • • • • • r • ••• • • • • ;r . .e ft oa :iii►:;''`:::::;:= '= :.::.....::::::. :.:•:..::::::.;..; fV N 10/7/2015 Pagel Best Roofing 1600 NE 12 Terrace Ft.Lauderdale,FL 33305 Phone:(954)-941-9111 Fax.(954)-941-7447 Drawing Reporr 23445 Barry University Health & Sport Center - 8/10/2015 Legend Pitch Description SF LF EA Area 33,568.25 1,927.50 46.00 Length 1,712.22 49.00 00.00• 00..00 .... ..••.. 0.000• 0000 :*Sao: •.•. . • • • 0000 ••.. 90.09 .0000• • .. 000.0 .. .. 0009 •.••.. 0090•• 0 0 • 0 000009 090••• • 0 • 0 0. . 10/7/2015 Page 2 Best Roofing 1600 NE 12 Terrace Ft.Lauderdale,FL 33305 Phone:(954)-941-9111 Fax.(954)-941-7447 Drawing Report 23445 Barry University Health & Sport Center- 8/10/2015 Section:Entire Job Page:Retrofit Section E 129' 0" .t.• '1.•. { �t. ].• .7} .S:•7i' �.rrr:r.•r:r. •i•'i•. E s:r T.-: Tor, T �.a •i : : ::i.i':::':•.:ti i:v:•i:•iX7::�:a! •��' • ' - t, • . . . . . . . . . . . .. ...'..• .....B......'...:... .'-. . .u!i<•...:::'.:r:L:i:..::;�.'.:r:ii:..:::;:.5_::�::•:';.:.-':. .•:i.r'r..i,i:..::.:;;M:..:s.i,i:.•:..:,..:.�}r_.�.Y•.::'}3r:;r.:.',;.r.0^:'..•z;Y:3y.';•.{.•_:•:ry#:3;--tt•.:'. �_x1.:::::�'•.:.r_::..,.:•:v}.:.:'M.:a.:r:CE�.:.�:'•MX...rL�:::.•'Y•.�.::i:.,::L..'.'..:•�.:••7:..:,L,::•:.�:..:�=•��a::jF. .'••:::,:.:•'••�. a.::'••�{{•ii:.�•• Y:!m::w2:'•:::: ..w:„:,.:.•.Q'Y.:.w.!:.;.i:...•:;.».aw«.::.:'.�•uT.:.w.E:.::.{•: ....t_r..':l.: ::.:a.�:S_tY'•: •'.t•3.-�Is-a`i. ::.•i:::c•:- watii' :�L_i�:•� .�6_C-• :._t!:•: M-::•�•L.''t.•'.i�'a.�»•-r:.c ::•:.;i�.. . . 0000 .7 CE omoit ; 0 009000 66960* F i ! . " !ik .. •.}:' ttii•..: r..:•••' zt: yiz1ti ..s•..•:':•• •,t4.:r:'..�:;':.:.:1�:»•::":':•; •ci:Y:::�::.:. 7 ' 1 11yL I-TIF XV . '..••..''.K'.•..•'...•''..''.' •• :•. • ••••••••• •• 10/7/2015 Page 5 Best Roofing 1600 NE 12 Terrace Ft.Lauderdale,FL 33305 Phone:(954)-941-9111 Fax:(954)-941-7447 B rawing Repart 23445 Barry University Health & Sport Center- 8/10/2015 Legend Pitch Description SF LF EA Area 33,331.25 1,923.50 46.00 Length 1,698.07 50.00 Please Enter Bid#: on User Fields Tab 15,286.50 495.00 4.00 Engineering&Testing 15,28650 495.00 4.00 Permit for-GJI- 15,286.50 495.00 4.00 Set-up&Support 15,286.50 495.00 4.00 0STL4 Safety Monitoring 15,286.50 495.00 4.00 Crane General Conditions 15,286.50 495.00 4.00 Equipment 15,286.50 495.00 4.00 F77M Warranty Fee 15,28650 495.00 4.00 ............. Dumpster 15,286.50 495.00 4.00 Remove:Expansion Joint 118.50 1.00 Remove:Flashing below 3' 376.50 3.00 2 Ply Modified 15,286.50 495.00 4.00 (1) 1-1/2"x 4'0"x 8'0"Insulation 15,286.50 495.00 4.00 Hard Board 15,286.50 495.00 4.00 Crickets Only 0.00 0.00 0.00 MOD 18"Wall Flashing with Counterflashing .118.50 •1.90bee 0 MOD Metal Roof Edge Detail 2A.002.0% MOD Expansion Joint Flashing *00:1t.50 0000 0 MOD Curbs with Counterflashing •0 0 W.00 a :Qk@.: so Alsan Pipe Wraps 0 0 0 0 0000 0 16.00 * Alsan Pipe Wraps At Large Pitch Pans 9690 0 UP 0 ® K Gutter **:�U.00 01601. MOD Walkways ** 144.00 •• I&M 0 00 0 0 0 0 ..•... *00*: 0 0 0 :8060 00 0 0 000 0 000* • 10/7/2015 Page 6 Best Roofing 1600 NE 12 Terrace Ft.Lauderdale,FL 33305 Phone:(954)-941-9111 Fax:(954)-941-7447 ENGINEERING 0 0 0 0:0 0 REROOF00.0 : 0006:00 a :0000:00000 0 0 :9069: 0 0 :00000 00:004, o::::. 0 :11: 90600 40 0 00 00 00 0 6968:6 AREA :**:0: 4, 00 Forensic Engineering Consultants, Inc. BASE SHEET ATTACHMENT CALCULATIONS Project Name Barry University- Health &Sports Ctr-Section E Report No.: BRI-BS-15.004 Project Address 11300 NE 2 Avenue Miami Shores, FL-33161 Deck Substrate Steel Insulated Mean Roof Height 38.0 Feet Configuration Low Slope Roof Area(Approx.) 15287 Sq.Ft. Category III Roof Width 118.5 Feet Exposure Condition C Perimeter Width 11.9 Feet Building Type Enclosed Parapet Height 0.0 Feet Base Wind Speed 186 mph Slope V 0.0 Slope H 12.0 Slope Angle° 0.00 Uplift Pressures qZ = 0.00256 KZ KZt Kd V2 P = qZ(GCP-GCPi) qZ KZ Kzt Kd V GCP GCP1 78.106 1.032 1.005 0.85 186 -1.00 0.18 Field -1.80 0.18 Perimeter -2.80 0.18 Corner Field P1„n. -92.17 psf PI wd -55.30 psf Perimeter P2 A -154.65 psf P2 asd -92.79 psf Comer P3„n. -232.76 psf P3 asd -139.65 psf Proposed System Soprema Modified Bitumen Roof System Product Approval No. 14-0603.08 (Page 80 of 97) 0 0 0• . . sees 0 sees.. . System Design Pressure -120 psfsee* 0 0.0 • Fasteners Approved#15 Fasteners and Batten Bars •••;•• •' • •••••• sees.. Base Sheet Width 39 inches Side Lap 4 inches Net Width sees 35 inches sees.. Fastener Spacing in Lap of Base Sheet 6 inches #Rows sees 0.5 ' Fastener Spacing in Field of Base Sheet 6 inches #Rows•:•*: 0 • :•: '••' ee ee se Min. Characteristic Resistance Force -350.00 Ibf Verify witt:TA '-:05 Tests• •, . . Fastener Spacing {(MCRF/P;)x 1441/Row Spacing . .:...•• sees.. e Gee .sees. No. of Rows of Fasteners 0.5 1 1.5 *0 e .0 ; •2 • Field Fastener Spacing 13.02 26.04 39.06 52.08 Perimeter Fastener Spacing 7.76 15.52 23.28 31.04 Comer Fastener Spacing 5.16 10.31 15.47 20.62 RECOMMENDED BASE SHEET ATTACHMENT PATTERN Field 1 row in every other lap at 6 inches o.c. Perimeter 1 row in every other lap at 6 inches o.c: Corner 1 row in every lap at 6 inches o.c. These calculations have been done in accordance with ASCE 7-10, based on the information provided by the contractor. The roof system must be installed in accordance with the FBC&manufacturer's recommendations. We recommend TAS-105 tests to verify that above MCRF may be realized before installing new roof. Sincerely Forensic En ineering Consultants, Inc. R. N. SailaPP an P.E. Principal Engineer Florida Registration No. 46696 Forensic Engineering Consultants,Inc.(CA#8265), P.O.Box 970034, Boca Raton, FL-33497 Ph(561)9018490 Fax(561)218 3830 Reroof Area 15287 SF ROOF ASSEMBLIES AND ROOFTOP STRUCTURES �. �- Florida Building Code Edition 2010 High-Velocity Hurricane Zone Unti'orm Permit Application Form. I Section C(Low Slope Application) Surfacing: Granules Fill in specific roof assembly components : and identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (if a component is not used,identify as"NA") 1 row in every other lap 6"ox. Field: oc 6 Lap,#Rows "oc System Manufacturer.* Soprema 1 row in every other lap 6"o.c. Perimeter: "oc @ Lap,#Rows—@ "oc Product Approval No.: 14-0603.08 1 row in every lap 6"ox. i Corner: "oc @ Lap,#Rows @ "oc Design Wind Pressures,From RAS 128 or Calculations: P1• -55.3 P2• -92.79 -139.65 Number of Fasteners Per insulation Board: • P3. I. Max.Design Pressure,from1th�e specific Product Field 5 Perimeter 5 5 Corner � Approval system: Illustrate Components Noted and Details as Deck: Applicable: Tom. steel Woodbioddng,Gutter,Edge Termination,Stripping, C l Flashing,Continuous Cleat,Cant Strip,Base Flashing, Gauge"Ickness: 22 Counter-Flashing,Coping,Etc. •••• Indicate: Mean Roof Height, Parapet Hg#%,Aeightd. .. Slope: 1l4-12 Base Flashing,Component&tdridl,MatedaLlhickness, i. Fastener-Type,Fastener Spacirmw Sub14t60abufacturr.i • 1 AnchorBase Sheet&No,of Ply(s): ers Details that Comply with P U 111 and Chapter 16 ...... Anchor/Bass Sheet FastenerBonding Material: .... 000;0•;� • ;, na •• • t •.••.• • ••• •.•s• Energy3 of •• • •..a.• I. •• •Insulation Base Layer: .. •. Base insulation Size and Thickness: a'x 8'x 3.5" • ••FT p'• i Base Insulation FastenerBonding Material: se • ! na parapet i. Height Top insulation Layer: Dens Deck Top Insulation Size and Thickness: 4'x 8'x 1/4" 38 ir FT 1 'fop Insulation FastenedSonding Material: f preliminary fastened with#12 Screw and 3"plate Mean ! Roof � i Base She@t(s)&No.of Ply(s): Soprafix Height f : I Base Sheet Fastener/Bonding Material: #15 Fastener and Batten Bar I Ply Sheet(s)&No.of Pty(s): na _ •. _ s ■ ■ ■ I Ply Sheet FastenerBonding Material: na i f _ Sopralene Flam 180 FR GR Top Ply: Top Ply Fastener/Bonding Material: Heat Welded : 2010 FLORIDA BUdDiNG CODE—BUILDING 15.35 M1AMaD1DE } MIAMI-DADE 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.miamidade.gov/economy Soprema,Inc. 310 Quadral Drive Wadsworth,OH 44281 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 tl&.. 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 a®oeptance, ifit,•• •• is determined by Miami-Dade County Product Control Section that this product or"jidl failsto•• •••• • meet the requirements of the applicable building code. •••••• • This product is approved as described herein,and has been designed to comply with t**jl Hda B:dlffii$ ..... Code incl i e • • DESCRIPTION: Soprema Modified Bitumen Roofing Systems over Steel Decks000 •' •' "•••• LX]SELINGe EM u—mt sMI Bear a permanent label with a manufacturer's name dr logo,city,ftt.;. •••••• and following statement:"Miami-Dade County Product Control Approved",unless oshervAse 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. 11-0119.05 and consists of pages 1 through 97. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.:14-0603.08 r�rtaeaoe eotnJrr Expiration Date: 03/01/16 "JAPPROVED1 Approval Date: 12/31/14 Page 1 of 97 ROOFING SYSTEM APPROVAL Category Roofing Sub-Category: Modified Bitumen Material: SBS Deck Type: Steel Maximum Design Pressure: -172.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Sopra G 39"x 108' (3.5 ASTM D4601 Fiberglass reinforced oxidized asphalt base sheet sq.) for bonding or mechanically attaching to substrate. For use as a base/ply sheet only. Modified Sopra G 39"x 108'(3.5 ASTM D4601 Fiberglass reinforced modified asphalt base sheet sq.) for bonding or mechanically attaching to substrate.For use as a base/ply sheet only. Soprabase 39"x 99' (3 sq.) ASTM D4601 Oxidized asphalt,polyester reinforced,sand.e. surface base sheet.For use ss a baselply 9boa •••••• only. .. ..:09 ...... .. . ...... Soprabase S 39"x 65' (2 sq.) ASTM D4601 SBS modified bitumen,polxeQrer*inforced,e . , sand-surfaced base sheet.Fox"a as a base/pLy :0000: sheet only. •ones' :90000 assn* 00999 Soprabase TO 39"x 65' (2 sq.) ASTM D4601 SBS modified bitumen,polxe.Arrnieinfor%d,• .6.066 film-surfaced base sheet.FgyUFAgs a base/gly e0 sheet only. ' n 0000•. Sopra IV 36"x 180' (5 sq.) ASTM D2178 Type IV,fiberglass reinforced;9me oth sura ced :9000: Type IV ply sheet used in multi-ply systems and cemphel with ASTM and UL Standards. Applied in hot asphalt or cold adhesive. Sopra VI 36"x 180'(5 sq.) ASTM D2178 Type IV,fiberglass reinforced,smooth surfaced Type IV ply sheet used in multi-ply systems and complies with ASTM and UL Standards. Applied in hot asphalt or cold adhesive. Colvent TO 39"x 49' (1.5 sq.) ASTM D6163 Fiberglass reinforced,modified bitumen membrane with 1"wide factory applied heat weldable strips on back side. Colvent 180 TO 39"x 33' (1 sq.) ASTM D6164 Polyester reinforced,modified bitumen membrane with 1"wide factory applied heat weld strips on back side. Colvent Flam TO 39"x 49' (1.5 sq.) ASTM D6163 Fiberglass reinforced,modified bitumen membrane with 1"wide factory applied heat weld strips on back side and a plastic bum-off film surface. NOA No.: 14-0603.08 MUAMbD DE COU ' Expiration Date: 03/01/16 M''•• I Approval Date: 12/31/14 Page 2 of 97 Test Product Product Dimensions Specification Description Colvent Flam 180 39"x 33'(I sq.) ASTM D6164 Polyester reinforced,modified bitumen TG membrane with 1"wide factory applied heat weld strips on back side and a plastic burn-off film surface. Elastophene 39"x 49'(1.5 sq.) ASTM D6163 Fiberglass reinforced modified bitumen Sanded membrane sanded on both sides. Applied in hot asphalt,cold adhesive or ribbon stripping. Colphene Sanded 39"x 49 (1.5 sq.) ASTM D6163 Fiberglass reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt,cold adhesive or ribbon stripping. Elastophene 39"x 33'(lsq.) ASTM D6163 Fiberglass reinforced modified bitumen Sanded 3.0 membrane sanded on both sides. Applied in hot asphalt,cold adhesive or ribbon stripped.."". . . .... ...... Elastophene HS 39"x 66' (2 sq.) ASTM D6163 Fiberglass reinforced modified•bitu�nen ••.• % membrane with fire retardantp all sanded eft e •••• • both sides. Applied in hot aspMr,told adhesive ;.... or ribbon stripping. •'•' ' .... . ..... Elastophene PS 39"x 49 (1.5 sq.) ASTM D6163 Glass reinforced modified bitameaafembrane•.• ••:•• with a plastic burn-off film fvt heat weld •••* •••• • bonding to the top side.Appred In tot asphalt •• cold adhesive or ribbon stripping. Elastophene PS 3.0 39"x 49'(1.5 sq.) ASTM D6163 Glass reinforced modified biumenanembrane... with a plastic burn-off film for heat weld ••• bonding to the top side.Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene SP 39"x 49'(1.5 sq.) ASTM D6163 Glass reinforced modified bitumen membrane with a plastic burn-off film on the bottom and sanded on the top. Applied by heat welding or ribbon stripping(after removal of plastic burn- off film). Colphene SP 2.2 39"x 49'(1.5 sq.) ASTM D6163 Glass reinforced modified bitumen membrane with a plastic burn-off film on the bottom and sanded on the top. Applied by heat welding or ribbon stripping(after removal of plastic burn- off film). Elastophene SP 3.0 39"x 49'(1 sq.) ASTM D6163 Glass reinforced modified bitumen membrane with a plastic bum-off film on the bottom and sanded on the top. Applied by heat welding or ribbon stripping(after removal of plastic burn- off film). NOA No.:14-0603.08 MIAMIMADECOUNTY Expiration Date: 03/01/16 "'• ' Approval Date: 12/31/14 Page 3 of 97 Test Product Product Dimensions Sueciiication Description Colphene SP 3.0 39"x 49'(1 sq.) ASTM D6163 Glass reinforced modified bitumen membrane with a plastic burn-off film on the bottom and sanded on the top. Applied by heat welding or ribbon stripping(after removal of plastic bum- off film). Elastophene Flam 39"x 33'(1 sq.) ASTM D6163 Fiberglass reinforced modified bitumen membrane covered on both sides with a plastic bum-off film. Applied by heat welding. Elastophene Flam 39"x 49'(1.5 sq.) ASTM D6163 Fiberglass reinforced modified bitumen 2.2 membrane covered on both sides with a plastic burn-off film. Applied by heat welding. Elastophene Flam 39"x 33' (1 sq.) ASTM D6162 Woven fiberglass/polyester composite reinforced HS modified bitumen membrane with fire ret0ttftt% and plastic burn-off film on both.fides. Ap' 2IIU *Go*:* .. by heat welding. " ' °. .... .. . ...... Elastophene HS 62 39"x 33' (1 sq.) ASTM D6162 Woven fiberglass/polyester oonspeaite reinforced modified bitumen membrane*t&*anded:;pjj�p;p • on both sides. Applied in hot' pftalt,cold adhesive. Elastophene 180 39"x 49 (1.5 sq.) ASTM D6164 Non-woven polyester reinfon ei4modified •• Sanded bitumen membrane sanded on bothsides.;,,,;, •••• • Applied in hot asphalt,cold gdhq t}te or ribbon :Soo*: stripping. •• .• •; • Colphene 180 39"x 49'(1.5 sq.) ASTM D6164 Non-woven polyester reinforced modified Sanded bitumen membrane sanded on both sides. Applied in hot asphalt,cold adhesive or ribbon stripping. Elastophene 180 39"x 49 (1.5 sq.) ASTM D6164 Non-woven polyester reinforced modified PS bitumen membrane with a sanded bottom and a plastic burn-off film on the top. Applied in hot asphalt,cold adhesive or ribbon stripping. Colphene 180 PS 39"x 49'(1.5 sq.) ASTM 136164 Non-woven polyester reinforced modified bitumen membrane with a sanded bottom and a plastic burn-off film on the top. Applied in hot asphalt,cold adhesive or ribbon stripping. Elastophene GR 39"x 33'(1 sq.) ASTM D6163 Fiberglass reinforced modified bitumen membrane with fire retardants,sanded on the bottom and mineral granules on the top. Applied in hot asphalt,cold adhesive or ribbon stripping. Elastophene LS FR 39"x 33'(1 sq.) ASTM D6163 Fiberglass reinforced modified bitumen GR membrane with fire retardants,sanded on the bottom and mineral granules on the top. Applied in hot asphalt,cold adhesive or ribbon stripping. NOA No.: 14-0603.08 MMMIOMECauNrr Expiration Date: 03/01/16 "�� Approval Date: 12/31/14 Page 4 of 97 Test Product Product Dimensions Specification Description Elastophene FR 39"x 33'(1 sq.) ASTM D6163 Fiberglass reinforced modified bitumen OR membrane with fire retardants,sanded on the bottom and mineral granules on the top. Applied in hot asphalt,cold adhesive or ribbon stripping. Elastophene FR+ 39"x 33'(1 sq.) ASTM D6163 Fiberglass reinforced modified bitumen OR membrane with fire retardants,sanded on the bottom and mineral granules on the top. Applied in hot asphalt,cold adhesive or ribbon stripping. Elastophene Flam 39"x 33' (1 sq.) ASTM D6163 Fiberglass reinforced modified bitumen OR membrane with fire retardants,a plastic burn-off film on the bottom and mineral granules on the top. Applied by heat welding. Elastophene Flam 39"x 33' (1 sq.) ASTM D6163 Fiberglass reinforced modified bitumen .••. LS FR OR membrane with fire retardants,a plastic bulli W film on the bottom and mineral garanules ari tie•• • top. Applied by heat weldinje •• • :.... Elastophene Flam 39"x 33'(1 sq.) ASTM D6163 Fiberglass reinforced modifigdtftlgnen ;...;. • FR OR membrane with fire retardants'd Pfastic bilin-off .. . ... ..... film on the bottom and miner.aIUMules on the . top. Applied by heat weldinje.:% • Elastophene Flam 39"x 33'(1 sq.) ASTM D6163 Fiberglass reinforced modified bitumen ••;• •••• • FR+OR membrane with fire retardaniD a yrVtic bin-off :....; film on the bottom and minera'1'graAules on thy' top. Applied by heat welding. Sopralene 180 39" x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified Sanded 39"x 26' (%sq.) bitumen membrane sanded on both sides. Applied in hot asphalt,cold adhesive or ribbon stripping. Sopralene 250 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified Sanded 39"x 26' (%sq.) bitumen membrane sanded on both sides. Applied in hot asphalt,cold adhesive or ribbon stripping. Sopralene 180 39"x 33'(I sq.) ASTM D6164 Non-woven polyester reinforced modified Sanded 2.2 bitumen membrane sanded on both sides. Applied in hot asphalt or cold adhesive. Sopralene 180 PS 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen membrane with a plastic burn-off film on the top and sanded on the bottom. Sopralene 180 PS 39"x 49'(1.5 sq.) ASTM D6164 Non-woven polyester reinforced modified 2.2 bitumen membrane with a sanded bottom and a plastic burn-off film on the top. Applied in hot asphalt,cold adhesive or ribbon stripping. NOA No.: 14-0603.08 KAMPOADE CQUNTYM Expiration Date: 03/01/16 Approval Date: 12/31/14 Page 5 of 97 Test Product Product Dimensions Specification Description Sopralene 180 SP 39"x 33' (1 sq.) ASTM D6164 Non-woven polyester reinforced modified 3.5 bitumen membrane with a plastic bum-off film on the bottom and sanded on the top. Applied by heat welding or ribbon stripping(after removal of plastic bum-off film). Colphene 180 SP 39"x 33' (1 sq.) ASTM D6164 Non-woven polyester reinforced modified 3.5 bitumen membrane with a plastic burn-off film on the bottom and sanded on the top. Applied by heat welding or ribbon stripping(after removal of plastic bum-off film). Sopralene 180 SP 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified 3.0 bitumen membrane with a plastic burn-off film on the bottom and sanded on the top. 0066 Sopralene 250 SP 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinfotedAgdified ""• 00 00" bitumen membrane with a plaldc bum-offArm'. . 9999 . 9999.. .. on the bottom and sanded on the*00 .9600. Soprafix Base 610 39"x 30' (1 sq.) ASTM D6162 Composite reinforced modified bitWnen �; • membrane with a film surface?'Applied bj ••;' mechanical attachment. 00:00: .' 0000' .9 .. .. . 9999.. Soprafix Base 611 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced • bitumen membrane with a film surface. Applie f. •••6:- by mechanical attachment. . 9999.. . Soprafix Base 621 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified'..' bitumen membrane with a sanded surface. Applied by mechanical attachment. Soprafix Base 630 39"x 33' (1 sq.) ASTM D6162 Composite reinforced modified membrane with a film surface.Applied by mechanical attachment. Soprafix[S] 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen membrane. Applied by mechanical attachment. Soprafix Base 612 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen membrane. Applied by mechanical attachment. Soprafix[F] 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen membrane. Applied by mechanical attachment. Soprafix Base 613 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen membrane. Applied by mechanical attachment. Soprafix[X] 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen membrane. Applied by mechanical attachment. NOA No.:14-0603.08 MIAMHMDE COUNTY Expiration Date: 03/01/16 Approval Date: 12/31/14 Page 6 of 97 Test Product Product Dimensions Specification Description Soprafix Base 614 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen membrane. Applied by mechanical attachment. Soprafix 39"x 33' (1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen membrane with a 4-inch or 5-inch wide side lap with a plastic bum-off film on the bottom and sanded on the top. Applied by mechanical attachment. Lap heat welded or sealed with an approved cold adhesive. Soprafix Base 622 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen membrane with a 4-inch or 5-inch wide side lap with a plastic burn-off film on the bottom and sanded on the top. Applied by mechanical attachment. Lap heat welded4r . . .... ...... sealed with an approved col •adhesive. ••• •• Sopraf x-e 39"x 33' (1 sq.) ASTM D6164 Non-woven polyester reinfomulpadified•• •••• • bitumen membrane with a 5 IfiM Wide side lap •.. with a self-adhering compountlIMIerelease£ild ' and sanded on the bottom and toP surfaces. ••:••• ... .. . ... ..... Applied by mechanical attaclippV!Lap se]t- •••••• adhered or sealed with apprgvge�.rgglld adhesivp. •• Soprafix Base 641 39"x 33' (1 sq.) ASTM D6164 Non-woven polyester reinfoked midified...% bitumen membrane with a 5 anch VeWde side lap :....: with a self-adhering compound and release1g and sanded on the bottom and top surfaces. Applied by mechanical attachment. Lap self- adhered or sealed with approved cold adhesive. Soprafix Cap FR- 39"x 33'(1 sq.) ASTM D6163 Fiberglass reinforced modified bitumen 651 membrane with fire retardants,a plastic burn-off film on the bottom and mineral granules on the top. Applied by heat welding. Sopralene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced SBS modified 180 bitumen membrane,both sides covered with a plastic bum-off film. Applied by heat welding or ribbon stripping(after removal of plastic burn- off film). Colphene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced SBS modified 180 bitumen membrane,both sides covered with a plastic bum-off film. Applied by heat welding or ribbon stripping(after removal of plastic burn- off film). Sopralene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced SBS modified NOA No.:14-0603.08 apecouMr Expiration Date: 03/01/16 D Approval Date: 12/31/14 Page 7 of 97 Test Product Product Dimensions Specification Description 250 bitumen membrane,both sides covered with a plastic burn-off film. Applied by heat welding or ribbon stripping(after removal of plastic burn- off film). Sopralene 180 FR 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified GR bitumen membrane with fire retardants a sanded bottom and a mineral granules top. Applied in hot asphalt,cold applied adhesive or ribbon stripping(after removal of plastic bum-off film). Colphene 180 FR 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified GR bitumen membrane with fire retardants a sanded bottom and a mineral granules top. Applied in hot asphalt,cold applied adhesive or ribbon stripping(after removal of pjasticbum-off q Mrd . ••• Sopralene 180 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinfored modified••;•. •• FR+GR bitumen membrane with fire•felUcrants a sMded bottom and a mineral granules�toj!Applied in :....: hot asphalt,cold applied adhe�sjyq or ribbon•• ,• • stripping(after removal of pjMgaurn-off fI1jgj ••;••• Sopralene 180 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinfWed` odified'•• Ultra FR GR bitumen membrane with fir4 ret ?Bents a sanded bottom and a mineral granules tog. Applr'•editn• • hot asphalt,cold applied adhesive¢r ribbop ... ;••••; stripping(after removal of plastic burn-off jlin� Sopralene 250 FR 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified GR bitumen membrane with fire retardants a sanded bottom and a mineral granules top. Applied in hot asphalt,cold applied adhesive or ribbon stripping(after removal of plastic bum-off film). Colphene 250 FR 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified GR bitumen membrane with fire retardants a sanded bottom and a mineral granules top. Applied in hot asphalt,cold applied adhesive or ribbon stripping(after removal of plastic burn-off film). Sopralene 250 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified Ultra FR GR bitumen membrane with fire retardants a sanded bottom and a mineral granules top. Applied in hot asphalt,cold applied adhesive or ribbon stripping(after removal of plastic burn-off film). NOA No.: 140603.08 MIAMI-DADE couNrr Expiration Date: 03/01/16 • Approval Date: 12/31/14 Page 8 of 97 Test Product Product Dimensions Specification Descrintion Sopralene 250 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified FR+OR bitumen membrane with fire retardants a sanded bottom and a mineral granules top. Applied in hot asphalt,cold applied adhesive or ribbon stripping(after removal of plastic burn-off film). Sopralene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified 180 OR bitumen membrane with a plastic burn-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic bum-off film). Colphene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified 180 OR bitumen membrane with a plastic burn-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon strippipg••• (after removal of plastic burb-off'rUm). Sopralene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinfbrea .;difiea•• ....:. 180 OR 3.5 bitumen membrane with a piestit burn-off film • on the bottom and mineral grihhfle4 on thQ lqa,:• • Applied by heat welding or Al3afl strippilig ••••• .. ..... (after removal of plastic burn-&T12m). . ... 00 00Sopralene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforeat odified • • 180 FR OR bitumen membrane with fire retard8nts a plakV;,, •••••• burn-off film on the bottom:tndifteral granules • on the top. Applied by heat 491ding or ribbo$': ' stripping(after removal of plastic burn-off f 1m; Colphene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified 180 FR OR bitumen membrane with fire retardants a plastic burn-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping(after removal of plastic burn-off film). Sopralene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified 180 FR OR 3.5 bitumen membrane with fire retardants a plastic burn-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping(after removal of plastic burn-off film). Sopralene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified 180 Ultra FR OR bitumen membrane with fire retardants a plastic burn-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping(after removal of plastic burn-off film). NOA No.: 14-0603.08 g�;oe CouNr�r Expiration Date: 03/01/16 e e Approval Date: 12/31/14 Page 9 of 97 Test Product Product Dimensions Specification Description Sopralene Flam 39"x 33'(1 sq.) ASTM 136164 Non-woven polyester reinforced modified 250 FR GR bitumen membrane with fire retardants a plastic bum-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping(after removal of plastic bum-off film). Colphene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified 250 FR OR bitumen membrane with fire retardants a plastic burn-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping(after removal of plastic bum-off film). Sopralene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified 250 Ultra FR GR bitumen membrane with fire retardants a plastic bum-off film on the bottom and mineral gravulcs on the top. Applied by heat welding or rigbeu.0 •..•.• stripping(after removal of plastic burn-offf'rl )s • 0..* . ...... Sopralene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinfo;.c..e .-l�.pQ..dified 180 FR+GR bitumen membrane with fire rgeUrjants a plastic ;•••• burn-off film on the bottom And mi$eral 404fe's ..... on the top. Applied b heat wale or ribbon•• ••:•• stripping(after removal of pl a tit-burn-offC4n)! •••• • Sopralene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinfoted tnQdified, 250 FR+GR bitumen membrane with fire retardants a Aralfi8' bum-off film on the bottom and mineral granules V s e e on the top. Applied by heat welding or ribbon stripping(after removal of plastic burn-off film). Sopralene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified Antirock bitumen membrane with a plastic bum-off film on the bottom and mineral granules on the top. Applied by heat welding. Sopralast 50 TV various ASTM D6298 Fiberglass reinforced modified bitumen sheeting Alu faced with aluminum foil. Applied by hcat welding of ribbon stripping(after removal of plastic bum-off film). Sopralast 50 TV various ASTM D6298 Fiberglass reinforced modified bitumen sheeting Alu Sanded sanded on the bottom and faced with aluminum foil. Applied in hot asphalt,cold adhesive or ribbon stripping. Soprastar Flam 39"x 33'(1 sq.) ASTM D6162 Polyester reinforced SBS modified bitumen membrane with a plastic bum-off film on the bottom side and a reflective white top surface. Applied by heat welding. k NOA No.: 14-0603.08 rtu►Mianue COUNrr Expiration Date: 03/01/16 ""' ' Approval Date: 12/31/14 Page 10 of 97 Test Product Product Dimensions Specification Description Soprastar Sanded 39"x 33' (1 sq.) ASTM D6162 Stabilized polyester mat reinforced SBS modified bitumen membrane with a sanded bottom side and a reflective white top surface. Applied by hot asphalt or cold adhesive. UNILAY 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen membrane with fire retardants and surfaced with mineral granules. Applied by mechanical attachment,heat welding or ribbon stripping(after removal of plastic burn-off film). Elastocol 500 various ASTM D41 Asphalt primers. Elastocol Stick various ASTM D41 Asphalt primers. Elastocol Stick Various ASTM D41 Asphalt primers. 0000 Zero . . 0000 0000.0 ALSAN Flashing'' 1.25 gallon pail or Proprietary One part polyurethane/biturj 0 0=gsjn,motw; 0.0 046 3.75 gallon pail cure compound. • 0000.. 0000.. ALSAN 4",8"or 39"wide Proprietary Non-woven polyester reinforWtlat usec):in0td. ' Polyfleece by 50' long ALSAN Flashing system. 0.0• "0 .00.00 . 008 ..... COLPLY Flashing 5 gallon pail Proprietary Elastomeric bitumen based nrastie compound *000:0 Cement ...... 0 00 . . . . 0 0000.. 0000 . Sopravap'r 45"x 133' Various A self-adherin g air/vaPorbiEi'njgmbranE •••••• ... applied dierct to deck for use in steel deck..' assemblies,composed of a SBS modified bitumen adhesive bottom layer and a tri- laminated woven polyethylene top layer. Soprawalk 39"x 26' (3/4 sq.) Proprietary Non-woven polyester reinforced modified bitumen membrane with a sanded bottom and mineral granules on the top. Applied by hot asphalt,cold adhesive or ribbon stripping. FM Adhesive 5 gallon pail,55 Proprietary Plastomeric bitumen based cold adhesive. gallon drum or 350 gallon tote FM Adhesive 5 gallon pail,55 Proprietary Elastomeric bitumen based cold adhesive. (VOC) gallon drum or 350 gallon tote COLPLY 5 gallon pail or 55 Proprietary Polymer modified cold process membrane Adhesive gallon drum adhesive. COLPLY 5 gallon pail,55 Proprietary Elastomeric bitumen based cold adhesive. Modified Adhesive gallon drum or 350 gallon tote NOA No.: 14-0603.08 MIAMMADECOUNTY1111 Expiration Date: 03/01/16 Approval Date: 12/31/14 Page 11 of 97 Test Product Product Dimensions Specification Description COLPLY EF 5 gallon pail Proprietary Solvent free,polymeric adhesive. Adhesive Soprema PV 5 gallon pail Proprietary A solvent free,two-component adhesive used in Adhesive the application of PV laminates. Soprastar 5 gallon pail or 55 Proprietary SBS modified bitumen based cold adhesive. Adhesive gallon drum APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) ACFoam-II,ACFoam-III Polyisocyanurate foam insulation Atlas Roofing Gd*bfation . 000000.. ISO 95+GL Polyisocyanurate foam insulation Firegtpl,e.J3uiIding�0p0ducts ,• ...CgwpanY,'LLLC EPS Type DC 1.8 pcf.Polystyrene Insulation ..0:* Generic . 0000.. XPS Type IV 1.6 pcf.Polystyrene Insulation .••••.Generh..:. • High Density Wood Fiberboard Wood fiber insulation board 0900 Generic :066•• 0000.. . ... 0000. Perlite Insulation Perlite insulation board •. ..'C7eIlertG• i ...... DensDeck,DensDeck Prime, Water resistant gypsum board Ctam& 'acific Gypsum •, DensDeck DuraGuard Fireguard . LLC.*....*. •••••• DensDeck DuraGuard Roof Board 0 • .0000. M-Shield Polyisocyanurate foam insulation Soprema,4V?•; • Sopra ISO r,Sopra ISO+r Polyisocyanurate foam insulation Soprema,Inc. H-Shield,H-Shield CG Polyiso2yanurate foam insulation H- anes LLC ENRGY 3,ENRGY 3 25 PSI Polyisocyanurate foam insulation Johns Manville Corp. Polyisocyanurate foam insulation Johns Manville Corp. ENRGY 3 AGF Multi-Max-3,Multi-Max FA-3 Polyisocyanurate foam insulation RMax Operating,LLC SECUROCK Gypsum-Fiber Roof Gypsum board USG Corp. Board Structodek High Density Fiberboard High Density wood fiber insulation board Blue Ridge Fiberboard,Inc. Roof Insulation Fesco Board Expanded mineral fiber insulation Johns Manville Corp. Sopraboard Mineral fortified asphaltic cored Soprema,Inc. coverboard Sopra-ISO s,Sopra-ISO+s Polyisocyanurate foam insulation Soprema,Inc. Sopra-TSO x Polyisocyanurate foam insulation Soprema,Inc. Sopra-ISO r Polyisocyanurate foam insulation Soprema,Inc. EnergyGuard Polyiso Insulation, Polyisocyanurate foam insulation GAF EnergyGuard Ultra POLYISO Insulation NOA No.:144603.08 �MW�b0�4pE COUNTY Expiration Date: 03/01/16 �'� Approval Date: 12/31/14 Page 12 of 97 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) Fesco Board HD,Retro-Fit Board, Expanded mineral fiberboard Johns Manville DuraBoard FiberBase HD Excel wood fiber insulation board Georgia-Pacific Panel Products,LLC GreenGuard-PB6,GreenGuard- Extruded polystyrene Pactiv Building Products PB6W,GreenGuard-PB6 PLUS, GreenGuard-PB6FA,GreenGuard- PB38FA,GreenGuard-PB6FA90, GreenGuard-PB3890 Invinsa Roof Board,Invinsa FR Roof High density Polyisocyanurate Johns Manville Board Y•Y• APPROVED FASTENERS: • • *::..: .. . ...... TABLE 3 0 0 a' Fastener Product Product ••A'IASufactpra:• • Number Name Description Dimensions (W t8'Curren't NOA) ::0660 . ... ..... 1. Tri-Fix Fastening Fastening system for base sheet 3"diameter ••0 6 6 0 ma,i 0 • .... . .••••. System attachment to lightweight plate with • ....0. concrete,gypsum or various length 0-t fasteners cementifimis wond fiber deck .•..;• •...% 2. Soprema#12,#14& Fasteners for membrane or •••Stoprema,Inc.:• • #15 Fastener insulation attachment to wood, •• steel or concrete decks. 3. Dekfast 12, 14& 15 HS Insulation fastener SFS Intec,Inc. Fastener 4. Dekfast Galvalume Galvalume AZ50 steel plate 2 7/8"x 3 W' SFS Intec,Inc. Steel Hex 5. AccuTrac Hextra Insulation fastener for wood and OMG,Inc. steel. 6. AccuTrac Plate Galvalume square stress plate 3"square OMG,Inc. 7. OMG 3"Galvalume Galvalume stress plate. 3"round OMG,Inc. Steel Plate 8. #12 Standard Roogrip, Insulation fastener. OMG,Inc. #14 Roofgrip&#15 Roofgrip 9. 3 in.Round Metal Plate Galvalume AZ50 steel plate 3"round OMG,Inc. 10. Trufast TL Fastener Insulation fastener for Altenloh,Brinck& lightweight concrete,CWF and Co.U.S.,Inc. gypsum decks 11. Trufast#14 HD Insulation fastener for wood, Altenloh,Brinck& Fastener steel and concrete. Co.U.S.,Inc. NOA No.: 14-0603.08 hoaHl�r►oecou�tTY Expiration Date: 03/01/16 __]APPROVED Approval Date: 12/31/14 Page 13 of 97 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 12. Trufast#15 EHD Insulation fastener for wood, Altenloh,Brinck& Fastener steel and concrete. Co.U.S.,Inc. 13. Trufast 3"Metal Galvalume AZ50 steel plate 3"round Altenloh,Brinck& Insulation Plate Co.U.S.,Inc. 14. Polymer Batten Strip Modified polymer batten bar OMG,Inc. 15. Dekfast Galvalume Galvalume AZ50 steel plate 3"round SFS Intec,Inc. Steel 3"Round 16. Dekfast Coiled Batten Batten bar SFS Intec,Inc. Strip 17. Soprema 3"Round Stress plate 3"diameter Soprema,Inc. Insulation Plate •• 18. Soprafix 2"SB Stress Stress plate 2"diameter •Sgprema,ffie.•• ••••;• Plate •• • 4000 • a • • • fix 19. Sopra2-3/8"SB Stress plate 2-3/8" •••:§gprema,Ing. *see:*• • Stress Plate diameter •••• 0 :0***: 20. Soprafix MBB-R Metal Batten Bar •••3oprem;Inc 0• -0000 21. Soprema#12 DP Insulation and membrane S '•'• •• ••••• P dprema,'InS. . Fastener, Soprema#14 fasteners " " " ' 0 0. MP Fastener,Soprema :••:': ' #15 HD Fastener :0•000 �•••'• 22. Trufast Flat Batten Bar Galvalume AZ55 steel batten bar ••Aft4lohs Brink•& :**'0: Co.U.S*fnc 23. Trufast Recessed Batten Galvalume AZ55 steel batten bar Altenloh,Brinck& Bar with recessed holes Co.U.S.,Inc. 24. #15 Roofgrip Large Carbon steel fasteners used in Various OMG,Inc. Head steel,wood and concrete decks. 25. Dekfast IF-2-SB Galvalume AZ55 steel plate 2"round SFS Intec,Inc. 26. Dekfast Galvalume Galvalume AZ55 steel barbed 2.37"Round SFS Intec,Inc. Steel Round 2-3/8" 20 plate ga.Barbed Plate 27. Trufast 2"Barbed Galvalume steel stress plate 2"Round Altenloh,Brinck& Metal Seam Plate Co.U.S.,Inc. 28. Trufast 2.4"Barbed Galvalume steel stress plate 2.4"Round Altenloh,Brinck& Metal Seam Plate Co.U.S.,Inc. 29. Soprema 2"Seam Plate Stress plate 2"diameter Soprema,Inc. 30. Soprema 3"Metal Stress plate 3"diameter Soprema,Inc. Insulation Plate 31. Flat Bottom Metal Plate Galvalume stress plate. 3"square OMG,Inc. 32. OMG 2"Barbed Plate Galvalume stress plate 2"Round OMG,Inc. 33. Trufast 2.4"Scoop Galvalume steel stress plate 2.4"Round Altenloh,Brinck& Seam Plate Co.U.S.,Inc. NOA No.: 14-0603.08 MIAMMADe COl1NTY Expiration Date: 03/01/16 Approval Date: 12/31/14 Page 14 of 97 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 34. Soprema 2.4"Seam Galvalume steel stress plate 2.4"Round Soprema,Inc. Plates 35. Soprema#15-EL Fasteners for membrane or Soprema,Inc. insulation attachment to wood, steel or concrete decks. 36. OMG Heavy-Duty Insulation fastener for wood, OMG,Inc. steel and concrete. 37. OMG 2-3/8"Round Galvalume stress plate 2-3/8"Round OMG,Inc. Barbed Same Plate 38. AccuTrac Flat Bottom Aluminized square stress plate 3"square OMG,Inc. 39. Trufast#12 DP Insulation fastener for wood and Altenloh,Brinck& Fastener steel. Co.U.S.pfnc.- • • 0000 ••e... APPROVED SURFACING/COATING OPTIONS: 0 0 0 0.. °000 0 .,•„� TABLE .�.... • 0000.. Chosen components must be applied according to manufacturer's application inst?d1dons.Asy.:. . . •.• 0000. coating,listed below,used as a surfacing,must be listed within a current NOA. . . 00.'00.' . '•0• 00000 System Manufacturer Application 0000 '.00 0.90.0 Number 0000.. • .' • 1. Generic Flood coat and gravel/slag with an application Pate offi)d•;0 •••••• lbs./sq.&4001bs./sq.,respectively. : .°. • :0000: 2. Soprema,Inc. Gravel applied at 400 lbs./sq.,adhered wiNFI?Adhesive;': ' FM Adhesive(VOC),COLPLY EF Adhesive,COLPLV • Adhesive, COLPLY Modified Adhesive or Soprastar Adhesive at 4 gal./sq. 3. Karnak Corporation Karnak#97 Fibrated Aluminum Roof Coating applied at an application rate of 1.5 gal./sq. 4. Soprema,Inc. Cural Aluminizer applied at an application rate of 2 gal./sq. 5. Thermo Manufacturing Super Prep Roof Coating applied in two coats at an Systems,LLC application rate of 1.5 galJsq./coat. 6. Quest Construction Roof Mate Coating,applied in one base coat at a rate of 1.5 Products LLC dba United gal./sq.and one finish coat at a rate of 1.5 gal./sq. Coatings 7. Insulating Coatings Astec 2000 Finish Coat applied in two base coats at a rate of Corporation 0.75 galJsq./coat and two finish coats at a rate of 0.75 gal./sq./coat. 8. Henry Company HE28ODC White Elastomeric Roof Coating applied in two coats at an application rate of l gal./sq./coat. 9. National Coating Corp. Acryshield®A500 applied in two coats at an application rate of 1 gal./sq./coat. 10. Soprema,Inc. R-Nova Roof Coating. 11. Generic Semi-ceramic coated colored granules. NOA No.:14-0603.08 MIMMADE COUNTY= Expiration Date: 03/01/16 ”'• ' Approval Date: 12/31/14 Page 15 of 97 EVIDENCE SUBMITTED: Test Agency/Identifier Report Name Date Dynatech Engineering Corp. 2491-04.95 TAS 114 01/04/95 Factory Mutual Research Corp. 1Z3A6.AM FM 4470 04/27/95 1D4A3.AM FM 4470 04/24/98 3002351 FM 4470 02/28/03 3017614 FM 4470 02/27/06 3026028 FM 4470 05/25/06 3023458 FM 4450 07/18/06 3029098 FM 4470 10/25/07 3032109 FM 4470 07/21/08 3036182 FM 4470 07/31/09 3001445 FM 4470 02/05/99 3X3A7.AM FM 4470 09/08/94 3045101 FM 4470 11/05/12 3049322 FM 4470 01/17/14 3008441 FM 4470 10/17/00 3044801 FM 4470 02/27/12 3047439 FM 4470 07/22/13 3028410 FM 4470 02/19/07 3045734 FM 4470 04/04/12 3046765 FM 4470 02/15/13 3047351 FM 4470 10/09/14 Underwriters Laboratories R11436 UL 79006/14/11�• . . .. ...... Exterior Research&Design,LLC 2003.02.97-1 TAS 114 •• 02/1 . 5.-- • 2003-2.04.97-1 TAS 114 ...... 04/?V}7 ; •••„� 2002.07.97-1 TAS 114 08/15/97 . 2716.05.98-1 TAS 114 •••• 05/37/98* 2752.02LAB.05.02-1 TAS 114 •••• 05/24 0 •••.. 2109.09.02 TAS 114 ••;••; 09/19/02•: ••�•.• 2764.09.03 TAS 114 09/16/b3 ' '•••°• 02843.02.05-2 TAS 117&FM 44V 02/10/0 ' Trinity ERD 2774.04.05-R1 TAS 114 04/;8/0.7:. 2779.11.05-111 TAS 114 •• 04111§10g.,, •••• S12370.03.09-1 ASTM D6164 03/00/.09 S12370.03.09-2 ASTM D6164 03/06/09 S12370.03.09-3 ASTM D6162 03/06/09 S11440.06.10 ASTM D4798&TAS 110 06/01/10 S32840.06.10-R1 TAS 117(13) 12/11/14 02848.04.05-R1 TAS 114 10/19/10 S11440.01.11-R1 ASTM D6164 06/07/12 S11440.11.10-4 ASTM D2178 11/17/10 511440.11.10-3-R1 ASTM D4601 01/30/13 S11440.12.10-1-R1 ASTM D6163 06/07/12 S30440.03.10-2-R2 FM 4470&TAS 114 06/01/10 S35860.12.11-1-R1 ASTM D2178 12/12/14 535860.12.11-2 ASTM D4601 12/12/11 NOA No.: 14-0603.08 MWMI•WIDECOUNTY Expiration Date: 03/01/16 ' '' ' Approval Date: 12/31/14 Page 16 of 97 EVIDENCE SUBMITTED: (CONTINUED) Test AaencvAdentifier Report Name Date Trinity(ERD S35860.05.12-1-R2 ASTM D6163 02/14/13 S35860.05.12-2-R3 ASTM D6164 08/28/14 S35860.05.12-3 ASTM D6164 05/08/12 S35860.09.12-R2 ASTM D6163 12/12/14 S39320.01.12-R1 FM 4474&TAS 114 05/24/12 S39970.07.12-2 ASTM D6164 07/12/12 S43400.08.14-6 ASTM 136164 08/26/14 S45520.11.13-R2 Physical Properties 03/26/14 S32700.12.10-R2 ASTM D6162 07/07/14 S43210.11.14 ASTM D1876 11/10/14 S43400.08.14-5 ASTM D6163 08/26/14 S45340.10.13 FM 4474&TAS 114 10/02/13 539970.07.12-R1 ASTM D6162 12/12/14 547160.01.14-R1 FM 4470&TAS 114(M 12/11/14 S45010.02.14 ASTM D6506 02/07/14 543400.08.14-7-RI ASTM 136164 11/20/14 S43400.09.14-9 ASTM D6164 09/02/14 543400.09.14-10 ASTM D6298 09/08/14 S43400.08.14-4-R1 ASTM D6163 10/24/14 S44110.09.14-3 ASTM D6163 09/08/14 S44110.09.14-7C ASTM D6164 09/OZ/1401 S44220.09.14-1 ASTM D6162 09/0$/1]]' 0900:0 060 S44220.09.14-7A ASTM D4601 09/09/140. ••. • S11440.11.10-3-R2 ASTM D4601 &TAS 1.1.7kpj. 08/26/14 0 • PRI Construction Materials SOP-049-02-01 ASTM D1 644 1132196... 05/31/12• ;•••• Technologies,LLC SOP-043-02-01 ASTM D4601 '....' 02/1'1/12" ...•• SOP-042-02-01 ASTM D4601 •••••• 02/21/12.. ..:..' SOP-041-02-01 ASTM D2178 •••••• 02/17#6 : ••.... SOP-040-02-01 ASTM D2178 ; •; 02/27/12 • SOP-010-02-01.03 TAS-138 07/26L1.L'. •••• • SOP-050-02-01 ASTM D3019 •'. 07/12/12 SOP-033-02-01 FM 4474&TAS 1140 05/48/1r: ' SOP-056-02-01 Various 09/12712 NOA No.: 14-0603.08 10ME COUNTY-11111 Expiration Date: 03/01/16 Approval Date: 12/31/14 Page 17 of 97 Membrane: SBS Deck Type 2I: Steel,Insulated Deck Description: 18-22 ga.ASTM A 1008 Grade 80 steel deck fastened 6"o.c.with Traxx/5 fasteners to supports spaced 6 ft.o.c. Side laps are fastened with Traxx/l fasteners spaced 30 in.o.c. System Type D(17): Membrane fastened over preliminarily secured insulation. All General and System Limitations apply. Vapor Barrier: Sopravap'r,self-adhered. (Optional) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener Any insulation listed in Table 2,flat or tapered. (Table 3) Density/ftz N/A N/A Note: Top layer shall have preliminary attachment,prior to the installation of the base/anchor sheet,at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft.,and four fasteners for any insulation board having no dimension greater than 8 ft. All layers of insulation and base sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. Base Sheet: One layer of Soprafix,Soprafix Base 622,Soprafix[S ,Soprafix Base 612, Soprafix[F],Soprafix Base 613,Soprafix[X]or Soprafix Base 614,mechanically attached with OMG Polymer Batten Strip and OMG#15 Roofgrip Large Head... fasteners,Trufast Flat Batten Bar and Trufast#15 EHD FastentFs,Sogrema&OR.' ...... R Batten Bar and Soprema#15 Fasteners or Soprema#15 HD Fasteners,or VS:•• Dekfast Coiled Batten Bar and Dekfast 15 HS fasteners,spaced'6"O tr!in every •••••• other minimum 4"torch-applied lap. Intermediate,non-fastene8'llf?Are 3"wide ;��• and torch-applied. '•" • Ply Sheet: One or more layers of Sopralene Flam 180,Colphene Flam 180,8veprajlene 189 SPO ..:..' (Optional) 3.5,Colphene 180 SP 3.5,Soprafix,Soprafix Base 622,Sopral0tle Flam 250, •• •••••. Sopralene 250 SP,torch-applied. •••••• • Membrane: Soprastar Flam,Sopralene Flam 180 GR,Colphene Flam 180 GR,Sepralene►RM • 180 GR 3.5,Sopralene Flam 180 FR GR,Colphene Flam 180 FR GR,•Sopralene•.• Flam 180 FR GR-3 5,Sopralene Flam 180 Ultra FR GR,Sopralene Flam 180 FR+ GR,Sopralene Flam 250 FR GR,Colphene Flam 250 FR GR,Sopralene Flam 250 Ultra FR GR,Sopralene Flam 250 FR+GR,Sopraiast 50 TV Alu,Sopralene Flam Antirock,Soprafix Cap FR-65 1,torch-applied. Surfacing: Surfacing is Optional on granular surfaced field cap membranes. Surfacing is Required for smooth or sanded surfaced field cap membranes. Refer to Underwriters Laboratories or Intertek Testing Services listings for applicable fire classifications. Apply any coating listed in Table 4 above,or any Miami-Dade approved coating system. Maximum Design Pressure: -120 psf.(See General Limitation#7.) NOA No.:14-0603.08 MMMODADE coi tr rtr Expiration Date: 03/01/16 Approval Date: 12/31/14 Page 80 of 97 STEEL 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 Professional Engineer,Registered Architect,or Registered Roof Consultant. 2. For steel deck application where specific deck construction is not referenced: The deck shall be a minimum 22 gage attached with 5/8"puddle welds with weld washers at every flute with maximum deck spans of 5 ft.o.c. GENERAL LIMITATIONS: 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 12 lbs./sq. •••. Note: Spot attached systems shall be limited to a maximum design pressure of-45�sf.•• 0000• ••••.• S. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(n value of 275:15t,as •, tested in compliance with Testing Application Standard TAS 105. If the fastener value:as Werd-tested,are below•••••• 275 lbf.Insulation attachment shall not be acceptable. ;66496 . • .... . ..... 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachmept i,%,1Yased%ra• • minimum fastener resistance value in conjunction with the maximum design value listej w4b i a specifip system.. •• Should the fastener resistance be less than that required,as determined by the Building-0t$ci8l,a re%wa ; fastener spacing,prepared,signed and sealed by a Florida registered Professional EnghwNpRegistered 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 i4 couipjiance with Roofingo.... Application Standard RAS 117. •• • • ••• 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these arears'�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 comers).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 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-0603.08 anaM ►oe Counarr Expiration Date: 03/01/16 "rAPPROVEDI Approval Date: 12/31/1.4 Page 97 of 97 RECOVER AREA Drawing Report 23445 Barry University Health & Sport Center - Base Bid 4/1/2015 Legend Pitch Description SF LF EA Area 32,928.54 1,921.00 46.00 Length 1,015.26 30.00 Please Enter Bid#: on User Fields Tab 14,342.56 1,130.50 34.00 Engineering& Testing 14,342.56 1,130.50 34.00 Permit for-GJI- 14,342.56 1,130.50 34.00 Set-up&Support 14,342.56 1,130.50 34.00 OSHA Safety Monitoring 14,342.56 1,130.50 34.00 Crane General Conditions 14,342.56 1,130.50 34.00 Equipment 14,342.56 1,130.50 34.00 Warranty Fee 14,342.56 1,130.50 34.00 Dumpster 14,342.56 1,130.50 34.00 ■ ■ ■ ■ Remove:Flashing below 3' 1,094.88 83.00 2 Ply Modified 14,342.56 1,130.50 34.00 (1) 1-1/2"x 4'0"x 8'0"Insulation 14,342.56 1,130.50 34.00 Length 68.00 2.00 Crickets Only 0.00 0.00 0.00 Hard Board 14,342.56 1,130.50 34.00 MOD 18"Wall Flashing with Counterflashing 640.78 25.00 Metal Roof Edge Detail Up and Over 559.08 13.00 MOD Curbs with Counterflashing 235.00 •••• 52.00 Concrete Curb Curbs with Drip Edge 57.34 •••••• 4.00 • Alsan Pipe Wraps '..' ••• 89.0b• •• it Alsan Pipe Wraps VTR's ....•• •••• 13.00. AP Vent® • Me••...;.. ® Drains .... • toot .: ® MOD Walkways '..1.9;'36 ;••••• 13.00 • .. .• .• . ...•.. • • • • •••••• 5/20/2015 Page 4 Best Rooting 1600 NE 12 Terrace Ft.Lauderdale,FL 33305 Phone:(954)-941-9111 Fax.(954)-941-7447 Drawing Report 23445 Barry University Health & Sport Center- Base Bid 4/1/2015 Section:Entire Job Page:Retrofit Sections B,C,D,F 55'T .......... Vic;: •'s :::ca a. 3T o' .... `'%:':;:;i•`.;:':;'''::;�! .;yii_ +r'',;:%11:120;: f 3 k' '{; ark'' `f °t! .I i:. • a:'' E: 7 . .,. . J:I'i1i ' 0000 ' :E;'•,`, •. . •. r. 0000 ••00••:: : . 0000 • . ii aii. ::x':t:;!:;::•:e 3131:!3. ..........: .3:•:c li EIiiE •0000• ;, 'E�• !' 0000•• 1.1.i{{ • ••• ;:.;:0.;:0.....:...:.::> +. . ••••• ..: • .0.• i• 0 • 0000•• • {„ •.•.•iii - • z.. iii •�.'.'• .'R • j • _..::.•.7G...... �7�1 'l�B+Fi ...•,•, :i i!:.. '1.:: :,.. •, i• J•k i. :.,.. :•..,. .. .1. ,yi = !!,i I,I,I _ E�,i, - ?I={'E ! ;{;;i. ::131€GI;. . ::I!I! :.!{il: : _ !iyE 3 :I! 3;,:�E{s':::.!:'•JII!{':.:M;:.3�:•; it .......t•••r:•:•�..........3:�:;!:;_._.. msk,! !! _ .. •l:i:•'�ihi:•rFi:i{:}(::�:E:; :!.:• N N,,! ,.3,f=!mLA, Xit o ..................:..:..::.... .....:._ •....{{..::::.:..;..::':•:•: ..y..:..:.:..•::�[:•::�::::{{�:i�.s�.:�::...........�E�iE�;iiiE�:�:t�:s�:s- .,�.'::�: �:��>�>�;�it�iE� .r.•r.:::•: :•E r.::. k:i v� } E•Si' .;J3.,.;.::•::•.n t - Ji: lL i �l; _ 1L 11. ;T i. TJS. 7i�. JS�.7\::.:JF..,.}i.}:.:�'t E,.E!{�1L..._7 F.•,. •.'r.•:,:•:::.a:{:•.:.;:.::.: •:. ......... :._)5.....:IC ........ ....... :. L.-:`i: ��>�'''�:i1��::Sti:?E} 3F R:�'a . t•:!•ac.!.;!sc;;..:;;:,1{;...<;�t,...!..3;:; !;.l;,:,..,;.�•.�:4::•.,.;,.;!:;,.;.!.;..;.;.�..Est.:�u.;.�.jar:.y;.w�lL;.!.;!;.!.:.•.,;...1,�!.-:;.ice•�y.•.!.;.��t:.�,;,.;:::3:;:::;:�;: E:::E: ::.::.::.::.:E?;.....;..;..,.. ,:.:. ...;.il;.•.:3:;:':.:�i :rr! �t. i�: 1L : f ....E f... 5/20/2015 Page 3 Best Rooting 1600 NE 12 Terrace Ft.Lauderdale,FL 33305 Phone:(954)-941-9111 Fax:(954)-941-7447 ENGINEERING . e e .... .e..•e .. . .... RECOVER ' r • AREA :oaf:* ' ...::. • e • • • Forensic Engineering Consultants, Inc. BASE SHEET ATTACHMENT CALCULATIONS Project Name Barry Univ. Health &Sports Ctr-Sections B, C, D& F Report No.: BRI-BS-15.005 Project Address 11300 NE 2 Avenue Miami Shores, FL-33161 Deck Substrate Recover Insulated Mean Roof Height 15.0 Feet Configuration Low Slope Roof Area(Total) 14978 Sq.Ft. Category III Roof Width 39.3 Feet Exposure Condition C Perimeter Width 3.9 Feet Building Type Enclosed Parapet Height 1.0 Feet Base Wind Speed 186 mph Slope V 0.0 Slope H 12.0 Slope Angle° 0.00 Uplift Pressures qZ = 0.00256 KZ K�ICd V2 P = qZ(GCP-GCP;) qz KZ Kzt Kd V GCP GCP, 64.309 0.850 1.005 0.85 186 -1.00 0.18 Field -1.80 0.18 Perimeter -2.80 0.18 Comer Field P1„n. -75.88 psf P1 asa -45.53 psf Perimeter P2„n. -127.33 psf P2 asa -76.40 psf Corner P3 Un. -191.64 psf P3 Wd -114.98 psf Proposed System Soprema Modified Bitumen Roofing System Product Approval No. 14-0603.09 (Page 49 of 67) •••••• System Design Pressure -97.5 psf .•. •••• •000:0 .. .... Fasteners Approved#15 Fasteners and Batten Bars • • ....• ...... .. . .. Base Sheet Width 39 inches Side Lap 5 inches Net Width#00000 34 inches :....: Fastener Spacing in Lap of Base Sheet 12 inches #Rows....' 1 :""' ..... Fastener Spacing in Field of Base Sheet 12 inches #Rowsp••••• 0 000 ••••• Min. Characteristic Resistance Force -276.25 ibf Verify witftiTk"-j05 Tests. •�•,'• Fastener Spacing {(MCRF/P;)x 144)/Row Spacing 0 0 **so:* .*see* No. of Rows of Fasteners 1 2 3'..' . ; ; Field Fastener Spacing 25.70 51.39 77.09 ••' 102.79 Perimeter Fastener Spacing 15.31 30.63 45.94 61.26 Corner Fastener Spacing 10.18 20.35 30.53 40.70 RECOMMENDED BASE SHEET ATTACHMENT PATTERN Field 1 row in the laps at 12 inches o.c. through Batten Bars Perimeter 1 row in the laps at 12 inches o.c. through Batten Bars Corner 1 row in the laps at 10 inches o.c. through Batten Bars These calculations have been done in accordance with ASCE 7-10, based on the information provided by the contractor. The roof system must be installed in accordance with the FBC&manufacturer's recommendations. We recommend TAS-105 tests to verify that above MCRF may be realized before installing new roof. Verify that existing roof meets all FBC requirements to receive a recover roof, before installing new roof. Sincerely Fore is Engineering Consultants, Inc. .� � P ,I15 R. N. Sailappan, P.E. Principal Engineer Florida Registration No.46696 Forensic Engineering Consultants, Inc.(CA#8265), P.O.Box 970034, Boca Raton, FL-33497 Ph(561)9018490 Fax(561)218 3830 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Section E Change to Recover 15287 S.F. Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Surfacing: Fill in specific roof assembly components and Identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (If a component is not used,Identify as"NA") Field: 6 "oc @ Lap,#Rows 0 @ 0 11 oc System Manufacturer: Soprema Perimeter: 6 "oc @ Lap,#Rows 0 @ 0 "oc Product Approval No.: 140603.09 Comer: 6 "oc @Lap,#Rows 0 @ 0 "oc Design Wind Pressures,From RAS 128 or Calculations: Pmax1: Pmax2: 55.3 -92.79 -139.65 Number of Fasteners Per Insulation Board: Pmax3: Max.Design Pressure,f�g/r�the specific Product Field 5 Perimeter 5 Comer 5 Approval system: Illustrate Components Noted and Details as Applicable: • • Deck: •••••• Steel Woodblocking,Gutter,Edge Jerrgil gtion, Stripping, FlasMmg• Type' Continuous Cleat,Cant Strip,Base Flashinp Omnter- 0 22 Flashing,Coping, Etc. 644000 64664 4040 Gauge/Thickness: Indicate:Mean Roof Height,Pe#apet Height, Height of Base 1/4-12 Flashing,Component Materia4�llaterial Thicksass, Fast&t? Slope- • P ' Type, Fastener Spacing or SLbpytO 0000 0000 0000.. . .. Anchor/Base Sheet&No.of Ply(s): na 0000• .. .. 0000 0000 Anchor/Base Sheet Fastener/Bonding Material: • 0000 na •00••0 0 0 • 0000 Insulation Base Layer: Energy 3 •• • • Base Insulation Size and Thickness: 4'x 8'x 1.5" FT 0 Base Preliminary fastened with#012 sc�ewl and 3"plate Parapet Height Top Insulation Layer: na Top Insulation Size and Thickness: na FT 38 Top Insulation Fastener/Bonding Material: na Mean Roof Base Sheet(s)&No.of Ply(s): Soprafix 1 ply Height Base Sheet Fastener/Bonding Material: #15 Fastener and Batten Bar Ply Sheet(s)&No.of Ply(s): na Ply Sheet Fastener/Bonding Material: na Top Ply: Soprelene Flam 180 FR GR Top Ply Fastener/Bonding Material: Heat Welded FLORIDA BUILDING CODE 6th Edition (2014)—BUILDING 16.33 MIAMaD�AD E I MIAMI-DADE 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.miamidade.eov/economy Soprema,Inc. 310 Quadral Drive Wadsworth,OH 44281 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 Bvilding. Code includi Lag the Hi Veloci Hurric a Zone o o 'd : 0400 Osseo* .. DESCRIPTION: Soprema Modified Bitumen Roofing Systems over Recover DeelmLAB •• •..' FLING: Each unit shall bear a permanent label with the manufacturer's name orloge,city,s3tate . ;•••• and following statement: "Miami-Dade County Product Control Approved",unless ottrerwise noteo" . . RENEWAL of this NOA shall be considered after a renewal application has been filed and there t►as • been no change in the applicable building code negatively affecting the performancepf•this produgt. • • ...... TERMINATION of this NOA will occur after the expiration date or if there has befn e.�vyision or "' change in the materials,use,and/or manufacture of the product or process.Misuse of ttAis mOA as gn;• :`•�': endorsement of any product,for sales,advertising or any other purposes shall automatically terminf • 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. 11-0119.06 and consists of pages 1 through 67. The submitted documentation was reviewed by Jorge L.Acebo. .�J NOA No.: 14-0603.09 Nn�4Mlt�r►uF cotnanr Expiration Date: 03/01/16 "JAPPROVED1 Approval Date: 12/31/14 Page 1 of 67 ROOFING SYSTEM APPROVAL Category: Roofing Sub-Category: Modified Bitumen Material: SBS Deck Recover Maximum Design Pressure: See Specific Deck Type TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Sopra G 39"x 108' ASTM D4601 Fiberglass reinforced oxidized asphalt base sheet (3.5 sq.) for bonding or mechanically attaching to substrate. For use as a base/ply sheet only. Modified Sopra G 39"x 108' ASTM D4601 Fiberglass reinforced modified asphalt base sheet (3.5 sq.) for bonding or mechanically attaching to substrate. For use as a base/ply sheet only. Soprabase 39"x 99' (3 sq.) ASTM D4601 Oxidized asphalt,polyester reinforced,sand- surfaced base sheet.For use as a base/ply sheet only. Soprabase S 39"x 65' (2 sq.) ASTM D4601 SBS modified bitumen,polyester reinforced,sand- surfaced base sheet.For use as a base/ply sheet only. Goes Soprabase TG 39"x 65' (2 sq.) ASTM D4601 SBS modified bitumen,polyester r;%forced ftlnr f f..f f surfaced base sheet.For use as d base7ply slit•• • ss e ..f • • • Only. s f f . ...... Sopra IV 36"x 180' (5 sq.) ASTM D2178 Type IV,fiberglass reinforced sppth sAce(f G :9000: Type IV ply sheet used in multi-ply systqm Ad confmtd•• ..f.. with ASTM and UL Standard&oAfflied in hot... .f• asphalt or cold adhesive. **sees e.f• ; 000000 Sopra VI 36"x 180' (5 sq.) ASTM D2178 Type VI,fiberglass reinforced;9ftM surfaced •: Type VI ply sheet used in multi-ply systems and contpliog. f..••• with ASTM and UL Standard9*..iApjAied inllot :...f: asphalt or cold adhesive. • . ... f . so Sopra 4897 39"x 41' ASTM D4897 Fiberglass reinforced,smooth surfaced,modified bitumen venting base sheet for mechanically attaching to substrate. Colvent TG 39"x 49' (1.5 sq.) ASTM D6163 Fiberglass reinforced,modified bitumen membrane with 1"wide factory applied heat weldable strips on back side. Colvent 180 TG 39"x 33' (1 sq.) ASTM D6164 Polyester reinforced,modified bitumen membrane with 1"wide factory applied heat weld strips on back side. Colvent Flam TG 39"x 49' (1.5 sq.) ASTM D6163 Fiberglass reinforced,modified bitumen membrane with 1"wide factory applied heat weld strips on back side and a plastic burn-off film surface. NOA No.: 14-0603.09 11 hnAhn6-o 111.41 Y Expiration Date: 03/01/16 Approval Date: 12/31/14 Page 2 of 67 Test Product Product Dimensions Specification Description Colvent Flam 180 39"x 33' (1 sq.) ASTM D6164 Polyester reinforced,modified bitumen membrane TG with 1"wide factory applied heat weld strips on back side and a plastic burn-off film surface. Elastophene 39"x 49'(1.5 sq.) ASTM D6163 Fiberglass reinforced modified bitumen membrane Sanded sanded on both sides. Applied in hot asphalt,cold adhesive or ribbon stripping. Colphene Sanded 39"x 49'(1.5 sq.) ASTM D6163 Fiberglass reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt,cold adhesive or ribbon stripping. Elastophene 39"x 33'(Isq.) ASTM D6163 Fiberglass reinforced modified bitumen membrane Sanded 3.0 sanded on both sides. Applied in hot asphalt,cold adhesive or ribbon stripped. Elastophene HS 39"x66' (2 sq.) ASTM D6163 Fiberglass reinforced modified bitumen membrane with fire retardants and sanded on both sides. Applied in hot asphalt,cold adhesive or ribbon stripping. Elastophene PS 39"x 49'(1.5 sq.) ASTM D6163 Glass reinforced modified bitumen membrane with a plastic burn-off film for heat weld bondinw to the top side.Applied in hot aspVt,cold:0 - adhesive or ribbon stripping . • • . . .... Elastophene PS 3.0 39"x 49'(1.5 sq.) ASTM D6163 Glass reinforced modified bittimopmembAne ••••%• with a plastic burn-off film fdtlftt Weld bonding to the top side.Applied in hot'W%lt,cold...:. ' adhesive or ribbon stripping.. ::::. "'•• Elastophene SP 2.2 39"x 49' (1.5 sq.) ASTM D6163 Glass reinforced modified bi embr • with a plastic burn-off film on tbe,bottom and . sanded on the top. Applied 4 heat avelding or . ....:. ribbon stripping(after removal ofXlptic burn-off film). .. ... Colphene SP 2.2 39"x 49' (1.5 sq.) ASTM D6163 Glass reinforced modified bitumen membrane with a plastic bum-off film on the bottom and sanded on the top. Applied by heat welding or ribbon stripping(after removal of plastic burn-off film). Elastophene SP 3.0 39"x 49'(1 sq.) ASTM D6163 Glass reinforced modified bitumen membrane with a plastic bum-off film on the bottom and sanded on the top. Applied by heat welding or ribbon stripping(after removal of plastic burn-off film). Colphene SP 3.0 39"x 49'(1 sq.) ASTM D6163 Glass reinforced modified bitumen membrane with a plastic burn-off film on the bottom and sanded on the top. Applied by heat welding or ribbon stripping(after removal of plastic bum-off film). NOA No.:14-0603.09 Mu4h IOAM COUNTY Expiration Date: 03/01/16 �MJVWIIIIXIIApproval Date: 12/31/14 Page 3 of 67 Test Product Product Dimensions Specification Description Elastophene Flam 39"x 33'(1 sq.) ASTM D6163 Fiberglass reinforced modified bitumen membrane covered on both sides with a plastic bum-off film. Applied by heat welding. Elastophene Flam 39"x 49'(1.5 sq.) ASTM D6163 Fiberglass reinforced modified bitumen membrane 2.2 covered on both sides with a plastic burn-off film. Applied by heat welding. Elastophene Flam 39"x 33' (1 sq.) ASTM D6162 Woven fiberglass/polyester composite reinforced HS modified bitumen membrane with fire retardants and plastic burn-off film on both sides. Applied by heat welding. Elastophene HS 62 39"x 33'(1 sq.) ASTM D6162 Woven fiberglass/polyester composite reinforced modified bitumen membrane with sanded surface on both sides. Applied in hot asphalt,cold adhesive. Elastophene 180 39"x 49'(1.5 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen Sanded membrane sanded on both sides. Applied in hot asphalt,cold adhesive or ribbon stripping. Colphene 180 39"x 49'(1.5 sq.) ASTM D6164 Non-woven polyester reinforced modified bityple n Sanded membrane sanded on both sides. Applied irf b9t•• ••• asphalt,cold adhesive or ribbob&tAp;ing. sees .' Elastophene 180 39"x 49'(1.5 sq.) ASTM D6164 Non-woven polyester reinforce'dlr;titiifred boi mierr ••••�• PS membrane with a sanded bottoM Md IL plastic burn-off film on the top. Appldc1 i'n'hot asps:e cold adhesive or ribbon stripping.• •.�... Colphene 180 PS 39"x 49'(1.5 sq.) ASTM D6164 Non-woven polyester reinforcrA Wfied blWerC sees.. membrane with a sanded bottom and a plastic .' burn-off film on the top. Applied in Piot asphalt,:. ••••:• cold adhesive or ribbon strippipg • • . sees.. Elastophene GR 39"x 33'(1 sq.) ASTM D6163 Fiberglass reinforced modified Mumen memtraria s • with fire retardants,sanded on the bottom ana s • mineral granules on the top. Applied in hot asphalt,cold adhesive or ribbon stripping. Elastophene LS FR 39"x 33'(1 sq.) ASTM D6163 Fiberglass reinforced modified bitumen membrane GR with fire retardants,sanded on the bottom and mineral granules on the top. Applied in hot asphalt,cold adhesive or ribbon stripping. Elastophene FR 39" x 33'(1 sq.) ASTM D6163 Fiberglass reinforced modified bitumen membrane GR with fire retardants,sanded on the bottom and mineral granules on the top. Applied in hot asphalt,cold adhesive or ribbon stripping. Elastophene FR+ 39"x 33'(1 sq.) ASTM D6163 Fiberglass reinforced modified bitumen membrane GR with fire retardants,sanded on the bottom and mineral granules on the top. Applied in hot asphalt,cold adhesive or ribbon stripping. NOA No.: 14-0603.09 MIAMIOMECOUIV7Y Expiration Date: 03/01/16 �MMMAXUI 11111111111F Approval Date: 12/31/14 Page 4 of 67 Test Product Product Dimensions Specification Description Elastophene Flam 39"x 33'(1 sq.) ASTM D6163 Fiberglass reinforced modified bitumen membrane GR with fire retardants,a plastic burn-off film on the bottom and mineral granules on the top. Applied by heat welding. Elastophene Flam 39"x 33' (1 sq.) ASTM D6163 Fiberglass reinforced modified bitumen membrane LS FR GR with fire retardants,a plastic burn-off film on the bottom and mineral granules on the top. Applied by heat welding. Elastophene Flam 39"x 33'(1 sq.) ASTM D6163 Fiberglass reinforced modified bitumen membrane FR GR with fire retardants a plastic bum-off film on the bottom and mineral granules on the top. Applied by heat welding. Elastophene Flam 39"x 33'(1 sq.) ASTM D6163 Fiberglass reinforced modified bitumen membrane FR+GR with fire retardants a plastic bum-off film on the bottom and mineral granules on the top. Applied by heat welding. Sopralene 180 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen Sanded 39"x 26' (%sq.) membrane sanded on both sides. Applied in hot asphalt,cold adhesive or ribbon std pping..0 0 0 0. • Sopralene 250 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforLed lhc1lified bjUWn .• Sanded 39"x 26'(3/4 sq.) membrane sanded on both sidas..ppplied tri h& : asphalt,cold adhesive or ribbonstaipping. 0 . 0000.. Sopralene 180 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforgeaT Modified bifl*n • • Sanded 2.2 membrane sanded on both sides 0Applied in hot 60:000 0 00. 0 . . ... 00000 asphalt or cold adhesive. 0 Sopralene 180 PS 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinfor;e ive clified bitumen ..0 *00 membrane with a plastic burrsofffilm on th toy 009680 . 0000 . and sanded on the bottom. 0 0 Sopralene 180 PS 39"x 49'(1.5 sq.) ASTM D6164 Non-woven polyester reinforced'modified b�WN& • 2.2 membrane with a sanded bottom and a plastic • burn-off film on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Sopralene 180 SP 39"x 33'(I sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen 3.5 membrane with a plastic burn-off film on the bottom and sanded on the top. Applied by heat welding or ribbon stripping(after removal of plastic burn-off film). Colphene 180 SP 3.5 39"x 33'(I sq.) ASTM 136164 Non-woven polyester reinforced modified bitumen membrane with a plastic burn-off film on the bottom and sanded on the top. Applied by heat welding or ribbon stripping(after removal of plastic burn-off film). Sopralene 180 SP 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen 3.0 membrane with a plastic burn-off film on the bottom and sanded on the top. NOA No.: 14-0603.09 MAMMADE COUNTY Expiration Date: 03/01/16 Approval Date: 12/31/14 Page 5 of 67 Test Product Product Dimensions Specification Descrintion Sopralene 250 SP 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen membrane with a plastic bum-off film on the bottom and sanded on the top. Soprafix Base 610 39"x 30'(I sq.) ASTM D6162 Composite reinforced modified bitumen membrane with a film surface. Applied by mechanical attachment. Soprafix Base 611 39"x 33'(1 sq.) ASTM 136164 Non-woven polyester reinforced modified bitumen membrane with a film surface. Applied by mechanical attachment. Soprafix Base 621 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen membrane with a sanded surface. Applied by mechanical attachment. Soprafix Base 630 39"x 33' (1 sq.) ASTM D6162 Composite reinforced modified membrane with a film Soprafix[S] 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen membrane. Applied by mechanical attachment. Sopranx Base x sq. 16 on-woven polyester reinforced modified bitumen membrane. Applied by mechanical attachmzgt. Soprafix[F] 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified iii WRIA •••••• membrane. Applied by mechat►it;al uttachgieftt • Soprafix Base 613 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforeed iVatlified bitumen •• ••• membrane. Applied by mecha�c attachipent. •••• Soprafix[X] 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforea&molified M WA ..... membrane. Applied by mechaximi ettachmenh•• ••:•• Soprafix Base 614 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforded Wified 64neh .... membrane. Applied by mechairu'eaf aittachmenf. Soprafix 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced mpdified jl'tM1lth .• . membrane with a 4-inch or 5-tnch'vAde sidedap.. :00 with a plastic burn-off film on the bottom arid•' sanded on the top. Applied by mechanical attachment. Lap heat welded or sealed with an approved cold adhesive. Soprafix Base 622 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen membrane with a 4-inch or 5-inch wide side lap with a plastic bum-off film on the bottom and sanded on the top. Applied by mechanical attachment. Lap heat welded or sealed with an approved cold adhesive. Soprafix-e 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen membrane with a 5-inch wide side lap with a self- adhering compound and release film and sanded on the bottom and top surfaces. Applied by mechanical attachment. Lap self-adhered or sealed with approved cold adhesive. NOA No.:14-0603.09 ia�aM�,ueeourrrr Expiration Date: 03/01/16 "JAPPROVEDI Approval Date: 12/31/14 Page 6 of 67 Test Product Product Dimensions Specification Description Soprafix Base 641 39"x 33' (1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen membrane with a 5-inch wide side lap with a self- adhering compound and release film and sanded on the bottom and top surfaces. Applied by mechanical attachment. Lap self-adhered or sealed with approved cold adhesive. Soprafix Cap FR- 39"x 33' (1 sq.) ASTM D6163 Fiberglass reinforced modified bitumen membrane 651 with fire retardants,a plastic bum-off film on the bottom and mineral granules on the top. Applied by heat welding. Sopralene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced SBS modified 180 bitumen membrane,both sides covered with a plastic bum-off film. Applied by heat welding or ribbon stripping(after removal of plastic burn-off film). Colphene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced SBS modified 180 bitumen membrane,both sides covered with a plastic burn-off film. Applied by heat welding x ribbon stripping(after removaj of pjastic bap.-gir •••• • fihn). • .. 0000 Sopralene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforcedo609 modified• ••••:• 250 bitumen membrane,both sides e0fttd with a • ;• •• plastic bum-off film. Applied.bj I t welftS ot. • ribbon stripping(after removal orplastic burn-off 00:606 film). .0. 0. 0 .00 0000. Sopralene 180GR 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforcedinuedified bitumen ..• • membrane with fire retardant;a sanded bottom 0 0 0 0 0.. 0 000.. and a mineral granules top. Applie d0in hot• ;0 0 0 0 asphalt,cold applied adhesive&•ribbon sbippigg; • (after removal of plastic bum-off film). .. Sopralene 180 FR 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen GR membrane with fire retardants a sanded bottom and a mineral granules top. Applied in hot asphalt,cold applied adhesive or ribbon stripping (after removal of plastic bum-off film). Colphene 180 FR 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen GR membrane with fire retardants a sanded bottom and a mineral granules top. Applied in hot asphalt,cold applied adhesive or ribbon stripping (after removal of plastic burn-off film). Sopralene 180 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen Ultra FR GR membrane with fire retardants a sanded bottom and a mineral granules top. Applied in hot asphalt,cold applied adhesive or ribbon stripping (after removal of plastic burn-off film). NOA No.:14-0603.09 M MNMADE Expiration Date: 03/01/16 6000 ' Approval Date: 12/31/14 Page 7 of 67 Test Product Product Dimensions Specification Description Sopralene 250 FR 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen GR membrane with fire retardants a sanded bottom and a mineral granules top. Applied in hot asphalt,cold applied adhesive or ribbon stripping (after removal of plastic bum-off film). Colphene 250 FR 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen GR membrane with fire retardants a sanded bottom and a mineral granules top. Applied in hot asphalt,cold applied adhesive or ribbon stripping (after removal of plastic bum-off film). Sopralene 250 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen Ultra FR GR membrane with fire retardants a sanded bottom and a mineral granules top. Applied in hot asphalt,cold applied adhesive or ribbon stripping (after removal of plastic bum-off film). Sopralene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen 180 GR membrane with a plastic bum-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping(after rpm aj of plastic bum-off film). v •••• •••• • Colphene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforce'Smodified bituirien •• """ 180 GR ••'••• membrane with a plastic burg-p Un on the • bottom and mineral granules opht top. Applied ;••••; by heat welding or ribbon stripping rafter reNdJal ..... of plastic bum-off film). es-pose e 00* e o Sopralene Flom 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinfort*e fli'bdified bfttSmeb ---0:- 180 FR GR membrane with fire retardant:aoplltic burn-off ' film on the bottom and mineral grailles A the•:a ..•.•' top. Applied by heat weldinig;Aeon strTWipg, •+•• (after removal of plastic burn-off film). •• • Colpfiene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen 180 FR GR membrane with fire retardants a plastic bum-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic bum-off film). Sopralene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen 180 Ultra FR GR membrane with fire retardants a plastic bum-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic bum-off film). Sopralene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen 250 FR GR membrane with fire retardants a plastic bum-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic bum-off film). NOA No.:14-0603.09 MIAM4DADE COUNr7 Expiration Date: 03/01/16 IAPPROVEDI Approval Date: 12/31/14 Page 9 of 67 Test Product Product Dimensions Specification Description Colphene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen 250 FR GR membrane with fire retardants a plastic burn-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn-off film). Sopralene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen 250 Ultra FR GR membrane with fire retardants a plastic bum-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn-off film). Sopralene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen 180 FR+OR membrane with fire retardants a plastic bum-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn-off film). Sopralene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen 250 FR+GR membrane with fire retardants a plastic burn-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon strippft. (after removal of plastic bum.9off jHlp). of** •••••• Sopralene Flam 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforcedmodified bitu�ian . .. . ...... Antirock membrane with a plastic burn.*.-Q.=l4.. .n on the bottom and mineral granules o9 jhe top. Applied •••••• by heat welding. 0 00000 :96084 Sopralast 50 TV various ASTM D6298 Fiberglass reinforced modified'1en shgeti4g; •• •• Alu faced with aluminum foil. A0151i8d by heat'• ••••;• welding of ribbon stripping(aS$MMoval of plastic bum-off film). :...:. Sopralast 50 TV various ASTM D6298 Fiberglass reinforced modifie$13ituiten she0tipg. ;••••; Alu Sanded sanded on the bottom and faced with aluminum foil. Applied in hot asphalt,cold adhesive or ribbon stripping. Soprastar Flam 39"x 33' (1 sq.) ASTM D6162 Polyester reinforced SBS modified bitumen membrane with a plastic bum-off film on the bottom side and a reflective white top surface. Applied by heat welding. Soprastar Sanded 39"x 33' (1 sq.) ASTM D6162 Stabilized polyester mat reinforced SBS modified bitumen membrane with a sanded bottom side and a reflective white top surface. Applied by hot asphalt or cold adhesive. UNILAY 39"x 33'(1 sq.) ASTM D6164 Non-woven polyester reinforced modified bitumen membrane with fire retardants and surfaced with mineral granules. Applied by mechanical attachment,heat welding or ribbon stripping(after removal of plastic bum-off film). NOA No.: 14-0603.09 Mu1MIRDE cop Expiration Date: 03/01/16 Approval Date: 12/31/14 Page 9 of 67 Test Product Product Dimensions Specification Description Sopralene Stick 39"x 33'(1 sq.) ASTM D6164 Self-adhered,polyester reinforced membrane with a release film on the bottom and a sanded top. Colphene Stick 39"x 33'(1 sq.) ASTM D6164 Self-adhered,polyester reinforced membrane with a release film on the bottom and a sanded top. Sopralene Flam 39"x 33'(1 sq.) ASTM D6164 Self-adhered,polyester reinforced membrane with Stick a release film on the bottom and a plastic bum-off film on the top. Elastocol 500 various ASTM D41 Asphalt primers. Elastocol Stick various ASTM D41 Asphalt primers. Elastocol Stick Various ASTM 1341 Asphalt primers. Zero ALSAN Flashing' 1.25 gallon pail or Proprietary One part polyurethane/bitumen resin,moisture 3.75 gallon pail cure compound. ALSAN 4", 8"or 39"wide Proprietary Non-woven polyester reinforcement used in the Polyfleece by 50' long ALSAN Flashing system. COLPLY Flashing 5 gallon pail Proprietary Elastomeric bitumen based mastic compound. Cement Soprawalk 39"x 26' (3/4 sq.) Proprietary Non-woven polyester reinforced modified bi 0 0 0 ? •0 0 0 0. membrane with a sanded bott&n a4pineral ' 0000 • granules on the top. Applied by 69t gsphalt,'cola : .••• • adhesive or ribbon strapping. .o.;.. 0 • 0000.. High Velocitya 4 dual cartridges Proprietary Two part elastomeric urethane foamr�dhesi�.... • 0000. Insulation per carton •••• Adhesive III •••••• 0• 0-0 (HVIA-III) 000000 00 ' •••••• 00. • High Velocity® 4 dual cartridges Proprietary Two part elastomeric urethane 0foa0rfi a.oPhesive. 000006 Insulation .0000.on per carton • Adhesive III— a •• 0 Green 00 0 High Velocity 5 gal.or 50 gal. Proprietary Two part elastomeric urethane foam adhesive. Insulation Adhesive PG Duotack 5,50 gallon pail Proprietary Two part elastomeric urethane foam adhesive. Duotack Neo 5,50 gallon pail Proprietary Two part polyurethane foam adhesive. FM Adhesive 5 gallon pail, Proprietary Plastomeric bitumen based cold adhesive. 55 gallon drum or 350 gallon tote FM Adhesive 5 gallon pail, Proprietary Elastomeric bitumen based cold adhesive. (VOC) 55 gallon drum or 350 gallon tote COLPLY 5 gallon pail or 55 Proprietary Polymer modified cold process membrane Adhesive gallon drum adhesive. NOA No.:14-0603.09 MMPEQapEcouNTY Expiration Date: 03/01/16 �MMMUUI 111111111111F Approval Date: 12/31/14 Page 10 of 67 Test Product Product Dimensions Specification Description COLPLY 5 gallon pail, Proprietary Elastomeric bitumen based cold adhesive. Modified Adhesive 55 gallon drum or 350 gallon tote COLPLY EF 5 gallon pail Proprietary Solvent free,polymeric adhesive. Adhesive Soprema PV 5 gallon pail Proprietary A solvent free,two-component adhesive used in Adhesive the application of PV laminates. Soprastar 5 gallon pail or Proprietary SBS modified bitumen based cold adhesive. Adhesive 55 gallon drum APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) ACFoam-II,ACFoam-III Polyisocyanurate foam insulation Atlas Roofing Corporation ISO 95+GL Polyisocyanurate foam insulation Firestone Building Products Company,LLC High Density Wood Fiberboard Wood fiber insulation board Generic Perlite Insulation Perlite insulation board Generic •••• • 0000.. DensDeck,DensDeck Prime, Water resistant gypsum board Georgia F6'fftcypsum�I,j C DensDeck DuraGuard Fireguard • Type X Gypsum Board, 0000.. .. . 000000 DensDeck DuraGuard Roof Board 0••••0000 064 H-Shield Polyisocyanurate foam insulation Hunte?Mels LLt• 0.0 0 0.6• 0.0000 ENRGY 3,ENRGY 3 25 PSI Polyisocyanurate foam insulation Johns 11 AS'Whe Corjx•• •••••0 Multi-Max FA-3,Multi-Max-3 Polyisocyanurate foam insulation RMax UfflMng,LLC 66069; SECUROCK Gypsum-Fiber Roof Gypsum board USG Ga :" Board •rp. :0906: 00 0 . ... 0 . Structodek High Density Fiberboard High Density wood fiber Blue Ridge Fiberboard• Roof Insulation insulation board Fesco Board Expanded perlite and fiber Johns Manville Corp. insulation Sopraboard Mineral fortified asphaltic cored Soprema,Inc. coverboard M-Shield Polyisocyanurate foam insulation Soprema,Inc. Sopra-ISO s,Sopra-ISO+s Polyisocyanurate foam insulation Soprema,Inc. Sopra-ISO r Polyisocyanurate foam insulation Soprema,Inc. Sopra-ISO x Polyisocyanurate foam insulation Soprema,Inc. SopraRock DD,SopraRock DD Plus Mineral wool insulation Soprema,Inc. TopRock DD,TopRock DD Plus Mineral wool insulation Roxul,Inc. NOA No.: 14-0603.09 atinMn a►pe eou�rr Expiration Date: 03/01/16 "'• ' Approval Date: 12/31/14 Page 11 of 67 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Tri-Fix Fastening System Fastening system for base 3"diameter Soprema,Inc. sheet attachment to LWC, plate with gypsum or CWF decks. various length 2. Soprema#12,#14&#15 Fasteners for membrane or various Soprema,Inc. Fasteners insulation attachment to wood,steel or concrete decks. 3. Dekfast 12, 14& 15 HS Insulation fastener various SFS Intec,Inc. 4. Dekfast Galvalume Steel Galvalume AZ50 steel plate 2 7/8"x 3 '/a" SFS Intec,Inc. Hex 5. Dekfast Dekflat Round Polypropylene locking plate. 3"x 3 ''/," SFS Intec,Inc. Plastic Lock Plate 6. Twin Loc-Nails Base ply fastening systems Altenloh,Brinck&Co. for LWC,gypsum or CWF U.S.,Inc. decks. 7. OMG 3"Galvalume Steel Galvalume stress plate. 3"diameter OMG,Inc. Plate •••• 8. Flat Bottom Metal Plate Galvalume stress plate. 3„ Ind••square g ••• •• .SMG, ... •. 9. CR Assembled Base Sheet Base ply fastening assembly various ••AMG,It&•0 •••••• Fastener(1.2")or(1.7") •• ; 10. Polymer GypTec Glass reinforced Nylon various •••-0%4G,Illi...... insulation fastener for •••• '•:••• gypsum&CWF decks with •••••• ••• ••••• barbs. •• •• •• •••••• 11. Polymer GypTec Insulation Galvalume stress plate 3"diameter OIG,Ing. *see:* Plate •••••• 12. Lite Deck Insulation fastener for CWF ..011�G,Inc• •• • • • and Gypsum decks. .• • 13. Lite Deck Plate Galvalume stress plate 3"diameter OMG,Inc. 14. #12 Standard Roofgrip,#14 Insulation fastener. various OMG,Inc. Roofgrip&#15 Roofgrip I5. CD-10 Insulation fastener. various OMG,Inc. 16. Fluted Nail Insulation fastener. various OMG,Inc. 17. 3 in.Round Metal Plate Galvalume AZ50 steel plate 3”diameter OMG,Inc. 18. OMG Plastic Plate Polypropylene stress plate 3.25" OMG,Inc. diameter 19. Trufast TL Fastener Insulation fastener for various Altenloh,Brinck&Co. lightweight concrete,CWF U.S.,Inc. and gypsum decks 20. Trufast#14 HD Fastener Insulation fastener for wood, various Altenloh,Brinck&Co. steel and concrete. U.S.,Inc. NOA No.:14-0603.09 Monra�nnoE coum�rr Expiration Date: 03/01/16 ' Approval Date: 12/31/14 Page 12 of 67 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 21. Trufast#15 EHD Fastener Insulation fastener for wood, various Altenloh,Brinck&Co. steel and concrete. U.S.,Inc. 22. Trufast 3"Metal Insulation Galvalume AZ50 steel plate 3"diameter Altenloh,Brinck&Co. Plate U.S.,Inc. 23. Twin Loc-nails(no plate) Batten bar ES Products,Inc. Base Sheet Fastener with Straight Line Batten Bar 24. Polymer Batten Strip Modified polymer batten bar OMG,Inc. 25. OMG Heavy Duty Insulation fastener various OMG,Inc. 26. Galvalume Steel 3"Round Galvalume AZ50 steel plate 3"diameter SFS Intec,Inc. 27. Dekfast Coiled Batten Strip Batten bar SFS Intec,Inc. 28. Soprema 3"Round Stress plate 3"diameter Soprema,Inc. Insulation Plate 29. Soprafix 2"SB Stress Plate Stress plate 2"diameter S2prema,Inc. 30. Soprafix MBB-R Metal Batten Bar Soprema,Inc. Soprema#12 DP,#14 MP, Insulation and membrane Soprema,Inc. #15 HD Fastener fasteners 32. Trufast Flat Batten Bar Galvalume AZ55 steel batten Altenloh,Bri»ek0 Eo. 0000.. bar JJ.S.,InG•... • 33. Trufast Recessed Batten Galvalume AZ55 steel batten 41tgVW,Brick&Co. ...... Bar bar with recessed holes ...:X.S.,Inc. . • 0000.. 34. Trufast TL Insulation Plate Galvalume AZ50 steel stress 3"diameter A0000ltealoti,Bri*k.&=o. ' 0000. plate U.S.,Irfc. ..�..' 35. Tru-Fast 2"Barbed Metal Galvalume steel barbed plate 2"diameter AN0511,Brink-4 U6. Seam Plate •• "CJ.S.,Inc.• ••• • 36. Trufast 2.4"Barbed Seam Galvalume steel barbed plate 2.4"diameter AVten1;j Brinck&Co. •••• • . Plate JJ.S.,Ine.0000. ;0000: 37. TPR Peel Rivet Rivet for insulation or various ••SFS'Intec,dhc:': ' membrane attachment for steel,CWF or gypsum decks. 38. Dekfast IF-2-SB Galvalume AZ55 steel plate 2"diameter SFS Intec,Inc. 39. Dekfast Galvalume Steel Galvalume AZ55 steel 2.37' SFS Intec,Inc. Round 2-3/8" 20 ga. barbed plate diameter Barbed plate 40. Soprema 2"Seam Plate Stress plate 2"diameter Soprema,Inc. 41. Soprema 3"Metal Stress plate 3"diameter Soprema,Inc. Insulation Plate 42. Trufast 3"Recessed Metal Galvalume AZ50 steel plate 3"diameter Altenloh,Brinck&Co. Insulation Plate U.S.,Inc. 43. Dekfast Isofast IF-2.375-AT Galvalume AZ55 steel plate 2-3/8" SFS Intec,Inc. Plate diameter NOA No.: 14-0603.09 wffleoiam Expiration Date: 03/01/16 ' Approval Date: 12/31/14 Page 13 of 67 Membrane Type: SBS Deck Type 7I: Recover,Insulated Deck Description: Min.22 ga.,steel deck with%a"purlins spaced 6'o.c. *The deck shall record a Minimum Characteristic Resistance Force(MCRF)of 558 lbf when tested with fasteners,listed in this assembly,installed through to the deck in accordance with TAS 105. System Type D(7): Membrane fastened over preliminarily secured insulation All General and System Limitations apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft,Z Any approved insulations and/or coverboards listed in Table 2. Approved Fastener for 1:6.4 ft,2 Deck Note: Top layer shall have preliminary attachment,prior to the installation of the base sheet. All layers of insulation and base sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. Base Sheet: Soprafix,Soprafix Base 622,Soprafix[S],Soprafix Base 612,Soprafix[F], Soprafix Base 613,Soprafix[X],Soprafix Base 614,Soprafix-e or Soprafix VOL 641,mechanically attached with OMG Polymer Batten Strip abd QUG#15 • Roofgrip Large Head fasteners,Trufast Flat Batten Bar and TrtYa st h 5 EHQ, ....:. Fasteners,Soprema MBB-R and Soprema#15 fasteners or SF0 est Coiled. • ...... Batten Bar and Dekfast 15 HS fasteners,spaced 12"o.c.in the 4�4.•5"lap.. • Ply Sheet: One or more layers of Sopralene Flam 180,Colphene Flam 18Q,$Qpralene 180.•• ••%•• (Optional) SP 3.5,Colphene 180 SP 3.5,Sopralene Flam 250,Sopralene 250 SK torch=•• ••••;• applied. • Membrane: Soprastar Flam,Sopralene Flam 180 GR,Colphene Flam 180 4R,Sppralend* Flam 180 GR 3.5,Sopralene Flam 180 FR GR,Colphene Flam'WFIt GR, • ••• ••• Sopralene Flam 180 FR GR 3.5,Sopralene Flam 180 Ultra FR GR,Sopralerie••• Flam 180 FR+GR,Sopralene Flam 250 FR GR,Colphene Flam 250 FR OF, Sopralene Flans 250 Ultra FR GR,Sopralene Flam 250 FR+GR,Sopralast 50 TV Alu,Sopralene Flam Antirock,Soprafix Cap FR-651,torch-applied. Surfacing: Surfacing is Optional on granular surfaced field cap membranes. Surfacing is Required for smooth or sanded surfaced field cap membranes. Refer to Underwriters Laboratories or Intertek Testing Services listings for applicable fire classifications. Apply any coating listed in Table 4 above,or any Miami-Dade approved coating system. Maximum Design Pressure: -97.5 psf.(See General Limitation#7.) NOA No.:14-0603.09 MwMaer►oe covarrr Expiration Date: 03/01/16 APPROVED1Approval Date: 12!31/14 Page 49 of 67 RECOVER SYSTEM LIMITATIONS: 1. All System Limitations and General Limitations shall apply.See specific deck type Notice of Acceptance for deck type System Limitations. GENERAL LIMITATIONS: 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 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')v4W. of 275 lbf.,as tested in compliance with Testing Application Standard TAS 101. If tie fastehes..0 see*:* • value,as field-tested,are below 275 lbf.Insulation attachment shall not be acc�al31e: too* • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attaalunent is••• 696 6•• based on a minimum fastener resistance value in conjunction with the maximum design value • :6 6 6 6 listed within a specific system. Should the fastener resistance be less than that':Ated.,as 0 determined by the Building Official,a revised fastener spacing,prepared,signed'af % aled liy.a• 0 0;6 6• Florida registered Professional Engineer,Registered Architect,or Registered Rdc3£Coasultant••• 6 6•.*. may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliaRoofing 6 0 6 6: ;c*e evil 6 Application Standard RAS 117. •••••' 7. Perimeter and comer areas shall comply with the enhanced uplift.pressure regtlirAe#its of these•• ••••' areas. Fastener densities shall be increased for both insulation and base sheet as calculated 4 compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered hoof 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 1 l 1 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 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.:14-0603.09 NIAMOADESQ11MM Expiration Date: 03/01/16 "'' '1111111111W Approval Date: 12/31/14 Page 67 of 67 DETAILS . . .... ...... . • ...... .. . ...... BOTH •::�:• . •. ;....: •�.••• • ... •...• • r • • • • SYSTEMS 00 :--oo- *..a : 09 :0: ..•••. •• • SMOOTH CONCRETE N M p ' INSTALL APPROPRIATE c d / SEALANT (E.G., a p / POLYURETHANE) AND 0 / TOOL TO FACILITATE WATER RUN—OFF d CONCRETE FASTENERS ,tet~~�~,• / OPTIONAL: COMPRESSIBLE ELASTOMERIC SEALANT OR TAPE TO SPAN d * �'•"" "`' / / / / IRREGULARITIES Yyi..!.. ••D / // / PRIME MASONRY SUBSTRATE. p SHEET METAL COUNTERF IN LASH G �. 4 (1 02mm MIN. "8 MIN.- • • 00 p 2 ( 51 mm} MIN • ... 2 03rrim ,y. { • r• ... . d SEAL TL1R OF FLA.� H W ITM 3 COCJ SF•APP I • . . !a L EA710N OF :•.:` Y :. . • ALSAIy.F.LASHING • ••• •• • . .• FASTENERS APPROX. 8 • p (203mm) Ctt*:': • •• O• CAP MEMBRANE FLASj-iING► PLY :••••� • FIELD CAP MEMBRANE PLY—ON HEAT VGELDED FLASHINGS. EMBED GRANULES IN FLASHING AREA. p FIRST MEMBRANE FLASHING PLY d FIELD BASE MEMBRANE PLY COVERBOARD INSULATION (IF REQUIRED) THERMAL INSULATION (IF REQUIRED) ROOF DECK NOTES: 1,DETAIL TO BE USE IN CONJUNCTION WITH SOPREMA GENERAL REQUIREMENTS, APPLICATION METHODS AND APPROVED DETAILS. 2.SOPREMA ADHESIVES, CEMENTS, MASTICS, PRIMERS AND SEALANTS ARE REQUIRED WHERE INDICATED. 1 310 OUADRAL DRIVE 3.WHEN A PROJECT SPECIFICATION REQUIRES SOPREMA TO ® WADSWORTH. OHIO 44281 WARRANT SHOP FORMED METAL(S), ROOFING CONTRACTOR MUST COMMA (330) 334-0066 SUBMIT METAL SPECIFICATION AND ALL PROPOSED METAL DETAILS TITLE TO THE SOPREMA CORPORATE TECHNICAL DEPARTMENT FOR SURFACE MOUNTED COUNTERFLASHING REVIEW/APPROVAL PRIOR TO BIDDING AND/OR INSTALLATION. SCALE DWN 11 CHK APPROVAL DATE 4.THIS DETAIL SHOULD BE USED ONLY WHERE THE DECK ISNONE j DMT BS 1 3/27/06 DRAWING NUMBER REV SUPPORTED BY THE WALL AWBF-015 0 «USAGE of THIS DPAWN3 5 GOVERNED BY THE TERMS OF SERVICE FOR SOPRDA DEK_ PLEl9E CONSULT THESE TERMS OF SFRM PRICR 70 UIlUz ;TMS PROWNG ALSAN FLASHING KNISH CANT— 20 MILS;CPRONAL TOP SURFACMG OF o Fi i "Fv-�,� EMBEDDED MATCHING GRANULES OR SOPREWA CURAL ALU60NM-16 MILS ALSAN F1ASMG BASE COAT 3rd LAYER — 16 MRS » ROUNDED PoWlem REINFORCEMENT wAMDERSM D HOLE.TUWIMIG UP VERTICAL x ( 1/Y EMBED INTO BASE COAT 2nd LAYER WITHOUT WRINKLES OR FOLDS, I Q I ALSAN FLASHING BASE DOAT 2nd LAYER— IS MILS ALSAN PoWeeee REINFORCEMENT. tet CUT.VERTICAL WRAP WITH 1'FINGERS I 7O DE:CK. BASED IRI BASE GOAT WIIHOUT WRMKLFS OR FOLDS. ALSAN FLASHING BASE COAT— 20 MRS LLI FIELD CAP MEIAMME PLY to ALSAN FLASHING FINISH COAT — 20 MILS; OPTIONAL TOP SURFACING OF EMBEDDED MATCHING GRANULES OR SOPREMA H CURAL ALUMINIZER-24 MILS (16 DRY) ALSAN FLASHING BASE COAT 3rd LAYER — 16 MILS ROUNDED ALSAN PolyFleece REINFORCEMENT W/ UNDERSIZED HOLE, TURNING UP VERTICAL 1/2--EMBED INTO BASE COAT 2nd LAYER WITHOUT WRINKLES OR FOLDS. ALSAN FLASHING BASE COAT 2nd LAYER — 16 MILS / ALSAN PolyFleece REINFORCEMENT, 1st CUT, VERTICAL WRAP WITH 1" FINGERS EMBEDDED INTO BASE COAT WITHOUT WRINKLES OR FOLDS. ALSAN FLASHING BASE COAT — 20 MILS a 3 FIELD CAP MEMBRANE PLY 3 3 " I'2�y /� FIELD BASE MEMBRANE PLY(S) Soo / COVERBOARD INSULATION (IF REQUIRED) 6y 2 (9 �—THERMAL INSULATION �rS c�� ; .•. •• (IF REQUIRED) c�J \•;VENj;Ppf: 4NjHQjfD'HLT ROOF DECK ►NQFfRS+Qt OC•ROOF.gECK NOTES: 1.DETAIL TO BE USED IN CONJUNCTION WITH SOPR6* WERAL•REQU REMENiS,•AjPR VED DETAILS AND 310 OUADRAL DRIVE ALSAN FLASHING (AF) APPLICATION AND COVERAGE�IRFtTIC3NS�•• : • �•: ® WADSWORTH. OHIO 44281 2.CURAL 24 WET MIL COVERAGE RATE (DRY 16 MIkS}i5 Y5 GAL6k10VT'p ALON NIASHING 20 WET Lo—Pmm (330) 334-0066 MILS COVERAGE RATE IS 1.25 GALS/100FT' ALL COVERAGE RATES ARE APPROXIMATE, THEORETICAL TTLLE ALSAN FLASHING ® Field Fab. Vent Pipe AND DO NOT ACCOUNT FOR WASTE, SPILLAGE, IRREGULAR SURFACES AND APPLICATION TECHNIQUES SCALEDWtN CHK APPROVAL DATE THAT CAN ALSO VARY WITH INSTALLER. RATES MAY;aSQ VARY pEQEIN"WG•UPOI4 MATERIAL AND NONE DMT I PR 5 1 OS AMBIENT TEMPERATURE(S), SURFACE FINISH AND POFCOSIIY OF;TI :3UBSTR4rE. ; DRAWING NUMBER • :.1.: • • • •• •• AFPN-002 0 "USbE OF TFC 7E7710 OOVERNm BY THE TOM OF SERVICE FDR SOPREMA DETAIL. ••• • • • ••• • • PIFAg COFBUI.7 TIS L OF SERVICE PRIOR TO UMJM TFC DRUM. O, REINFORCING MEMBRANE PLY EXTEND 3" (762mm) BEYOND LEAD 30" (762mm) SQUARE MINIMUM, 2 1/2 LB. TO 4 LB. (1.2kg TO 1.8kg) LEAD OR 16 OZ. (0.5kg) COPPER FLASHING SET IN BED OF SOPREMA % ' .•:: :. MASTIC, PRIME TOP SURFACE BEFORE : :?:: `: r'::::::::::: :: ::' INSTALLING REINFORCING PLY A'3ti J i y .�:,;;w' ., ;::::•:•::•• DRAIN STRAINER 'S. IS .rr�:••• •J.; Yy 1.-' stism' ••• . .•.:TA1t:':.: :':.':.'.'.':....:.........:.:':'.:'.. \ '''vii i}.••." .•......:......... ::.�.:: :::•i. :rr» ` _yur{cv .... i..... i..!!!..11 ......:: ;::ti: THERMAL INSULATION, COVERBOARD AND ROOFING PLIES APPLIED TO DECK AS SPECIFIED OR REQUIRED W=w::**a : = *. : 0*04 00: :� CLAMPING RING %< . DRAIN BOWL •• ••• •• DRAIN FLASHING, FIELD BASE, ••• ;• REINFORCING AND MEMBRANE ••• PLIES EXTEND UNDER CLAMPING ••. •- RING AND TURN LEAD DOWN •• 0: • • • INTO BOWL 1" (25mm) MIN. • • INSTALL A MINIMUM 8" (203mm) WIDE BED OF SOPREMA MASTIC ONTO THE DRAIN FLANGE AND OUT ONTO THE INSULATION PRIOR TO EMBEDDING THE FIELD BASE MEMBRANE PLY INTO THE MASTIC. AFTERWARD, APPLY ANOTHER BED OF MASTIC ON TOP OF THE BASE PLY PRIOR TO THE APPLICATION OF THE PRIMED DRAIN LEAD FLASHING. WHEN POSSIBLE INSTALL MINIMUM 4' (102mm) DRAIN SUMP IN ANY ONE DIRECTION—OR THAT ADDITIONAL TAPER TO PROVIDE POSITIVE DRAINAGE. 310 OUADRAL DRNE ® NOTES: WADSWORTH, OHIO 44281 (330) 334-0066 1. DETAIL TO BE USE IN CONJUNCTION WITH SOPREMA GENERAL TITLE DRAIN W/ CLAMPING RING REQUIREMENTS, APPLICATION METHODS AND APPROVED DETAILS. SCALE oWNcHK APPROVAL DATE 2.SOPREMA ADHESIVES, CEMENTS, MASTICS, PRIMERS AND NONE DMT PR 9 1 05 SEALANTS ARE REQUIRED WHERE INDICATED. oRAwiNU NUMB REy ADR-001 0 « MADE OF nus DRAWIN0 15 GOVT BY 7NE TERMS OF SERVICE FOR SOPROM DETAIL PLEASE CONSULT THESE TERMS OF SERVICE PRIOR TO UOJZING TMIS DRAWING. 90/1/6 3LW i0ldl gtE3; TftN 31W iO COD, Lo Ir p(�w—U' �U w ❑ �� r ow O ZU LLJ z m G � p C ❑acs o go viz m viz 9 .0 omw La(L� C5 v2i w z ,w> w v C3 V) 0 tr mriJN�O M Nf'i7 SQ LAY ��Q n �� it p Isi z Z O U UJ zwmw w t o ZU Q Q wN ZO�o� �Wd w e a o k �NZO� �~ 9 Q ui �9 cn N z w ❑S <z LU WP000 �0 vi V 00- LL V)-O (n m Q-j owm Ot+. w w� O 0 wz (i❑W� cn z $ $w0OQLU Q-' } �� E- O Q �— ZM 0 w 2 JOS Q J° oazm Im a° wV) 3 � D2 cn t-w woa❑ m z g 3 ❑ waaac� QUO I Uwe -i Qmm ofaW o w Q~2 w 16 Z 0LiD a. UjoY E Z w7!uj0 a�� it z� ai��w� zp� �� w o� ��acai� cii M IL av0i� ~ z� ��(7Z� H- D 0 d? ❑%moi 8 Cfn a o � of crCLO Li � li \ :•:•i• CL MEOQ ::::::: L' LJ ❑ 0 o ti O ❑ r F=00Or a Z w r ' J Q ��tDN ❑ n❑wIsZIY— O as 0 0 a r.s Goo a§ m Q_cn— LLJv . w • O d • • d� • ••• 00 C . . ... • • ••• •• • • • • p ••• 0: •• :•• 000 • 4. es 00 00 0 000 00 0 0000 r- — — • • • 0 000 \ •• \\ `--- ---- v • • • •• 00 • 0 y 0�� Uw F-XQ 0 w LL } J g r N E Lo (n mZmpz�Z w❑!�4 Y OQwm wz(nWLd \\ N �zpUJ _j Q L N Z4xz 0 2 \� N W Y w Z o o Q Q J Q li �-Z VJ Qofaitfn02' zmLi En Ui a0WOZW pZ�o��I- �mQO00LL< 0 a UNIT MOUNTING CURB 0 FASTENER AND SEALING a WASHERS SPACED AS SPECIFIED FASTENERS APPROX. 8" O.C. (203mm) / p / REMOVABLE METAL j/ COUNTERFLASHING .... si?: .... EXTENDER PIECE ............ rv,a ........ S• W J IL •(.w0«�•'�,gip•` .'::::':.::• •:•:....:.....:.':.':::•. PRIMED MASON Y Y'. .,t u R SUBSTRATE. ON i': r.5:;;:; i: ; ......s;;:: WOOD FASTEN SOPREMA APPROVED s `'`F'" ............................... ............................ BASE SHEET 8" O.C. 203m ;;::..6"(152r�1Yn);:.?t'...................... GRID PATTERN AND AT SIDE LAPS. ................................ . . .. '`•`i ';::; y.. ...; .:......:.:::.:.�:. . . .............................. :::-::::::.....:.:.:.............. ON HEAT WELDED FLASHING %til p. "'"""' EMBED GRANULES IN WOO ......... D NA ILERS INSTALLED LLED WITH r . .'. ..�`.................� .... FLASHING AREA. BOND BREAKERS AND FASTENED ASP I S EC FI EDR 0 REQUIRED Q BY 4 CODE OR INDUSTRY STANDARDS TO RESIST DESIGN LOADS AND ��O ''"''`... '''' ' CORROSION OF STEEL DECKING, 2� ""` '"''° FASTENERS AND METAL EDGING. THERMAL INSULATION,—^ COVERBOARD AND ROOFING \ PLIES APPLIED TO DECK AND CURB AS SPECIFIC®• A—sea OR REQUIRED •.: . 04, 11 • ... . ... ... . . • • • .0. • • • • • ° 310 QUADRAL DRNE 000 • • • • • • • WADSWORTH, OHIO 44281 NOTES: ••• • ••• • •• • 7A so nnw (330) 334-0066 TITLE 1. DETAIL TO BE USE IN CONJUNCTION WITH SOPREMA GENERAL REQUIREMENTS, APPLICATION METHODS UNIT MOUNTED CURB AND APPROVED DETAILS. •.• • • • • ••• • • SCALE OWN CHK APPROVAL DATE 2.SOPREMA ADHESIVES, CEMENTS, MASTICS, PRIMERS:NND:S€ANi•A jTS.-ARE REQUIRED WHERE INDICATED. NONE DMT PR 9 1 05 • • • • • • DRAWING NUMBER REV • •• •• • • • •• •• AC-001 0 "USAGE OF THIS DPAWMG 3 GOVERNED BY THE TERMS OF SOME FOR SOPRO A MAIL PLEASE CONSULT THESE TERMS OF SEWCE MOR TO UTUI NG TM DRAWING. UL 0000 Y . •,.• 0.90.6 .. • .9.. • BOTH 0000:: •..: : :00,00: ,..... • ••..6. .... . ..... ...... 0000 ..... SYSTEMS000 ' so . . . 0.009. ..••.9 •• . • •., UL Online Certifications Directory Home Quick Guide Contact Us UL.com TGFU.R11436 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems SOPREMA INC R11436 310 QUADRAL DR •••• WADSWORTH, OH 44281-9571 USA •••••• •••••• ...... .. . ...... Any system listed for use over a combustible deck can be installed over a non;Gpmhustible deck and achieve the same classification. 0.G G • Goes G 00.00 ..... . Zr(; ..... Uniform thickness or tapered insulation may be used in the following systems.trovxled they not exceed the indicated incline or thickness. •e Ire e •G•G•• . . . . ...... Gees.. "Sopra-ISO" insulation may be used wherever polyisocyanurate insulation is 1pe4fWd. Unless otherwise indicated, "Sopra-ISO r", "Sopra-ISO r Tapered", "Sopra-ISO+r", "Sopra • ISO+r Tapered", "Sopra-ISO F r", "Sopra-ISO F r Tapered", "Sopra-ISO H r", "Sopra-ISO H+ r", "Sopra-ISO Premier+r", "Sopra-ISO FB r", "Sopra-ISO FB r Tapered","Sopra-ISO B r", may be substituted for polyisocyanurate in any of the systems listed below. "Sopra-ISO r" or"Sopra-ISO r Tapered",may be perforated on one side for use as the contact side for BUR or modified bitumen membrane. "Sopra-ISO H r" may be used over any polyisocyanurate insulation product in any of the following Classifications. "Sopra-ISO FB r", "Sopra-ISO FB r Tapered",may be substituted for"Sopra-ISO r". "Sopra-ISO+r" may be substituted for"Sopra-ISO r" polyisocyanurate insulation in any of the following Classifications. "Sopra-ISO H r" (min. 1/2 in. thickness)or"Sopra-ISO H+r"may be used over any UL Classified polystyrene on non-combustible decks. Max incline shall be in accordance with the Classification established for the insulation/membrane roofing system,but cannot exceed 2:12. Unless otherwise indicated,the insulation and barrier board adhesives designated"Duotack" and "Duotack Neo"may be used to adhere insulation or barrier boards to the roof deck,to adhere insulation and barrier boards together or to adhere layers of insulation together, in any roofing system Classification. "Sopra 4897" is an acceptable alternate to Type G1,Type G2 and "Sopra G" in all applicable Classifications. Unless otherwise specified,minimum insulation thickness shall be: 1. 1.0 in. for"Sopra-ISO Tapered x" 2. 1.3 in. for "Sopra-ISO+x" "Ultra-Max Plus" may be used in lieu of"Sopra-ISO+x" and "Tapered Ultra-Max Plus"may be used in lieu of" Sopra-ISO+Tapered x". 0000 For Combustible Decks-Class A: ' . . 0000 0000.0 66 6 0000 0 6 1. A minimum 3 in. layer or a minimum two layers of 1.5 in. of" Sopra-ISO+•¢'•,:6?"Sopra 1SO 00 00 0 H+r" is placed directly over a combustible deck and is covered with any UL Mi 0*silied rgofing ;••••; membrane used in any UL Class A roofing assembly to achieve a Class A fird C.lassificatVIVAt an alternative, any UL Classified insulation(except expanded or extruded polys e), apy ... •• ••• combination, any thickness,may be used below the 3 in. minimum total thickh2sS bf"Soped' 0000:' ISO+r" or "Sopra-ISO H+r". The insulation may be loosely laid or attached wiN Fasteners and •• 6 6 0 0 .00060 plates,hot roofing asphalt or cold adhesive. A vapor barrier(non-UL classified)mily alsood 6.6 6 used below the insulation. All insulation joints must be staggered a minimum'of-d ire. from-the.• :00.0: deck joints or from the insulation joints directly below. The maximum incline shall be in •••• accordance with the Classification established for the membrane/insulation roofing assembly; however the incline can not exceed 1/2:12. 2. A minimum 1/2 in. layer of"Sopra-ISO H r" over a minimum 2.5 in. layer of any Soprema Inc Classified polyisocyanurate insulation is placed directly over a combustible deck and is covered with any UL Classified roofing membrane used in any UL Class A roofing assembly to achieve a Class A fire Classification. As an alternative, any UL Classified insulation(except expanded or extruded polystyrene), any combination, any thickness, may be used below the 3 in. minimum total thickness. The insulation may be loosely laid or attached with fasteners and plates, hot roofing asphalt or cold adhesive. A vapor barrier(non-UL classified)may also be used below the insulation. All insulation joints must be staggered a minimum of 6 in. from the deck joints or from the insulation joints directly below. The maximum incline shall be in accordance with the Classification established for the membrane/insulation roofing assembly; however the incline can not exceed 1/2:12. 3. A minimum 1 in. layer of"Sopra-ISO Premier+r" is placed directly over a combustible deck and is covered with any UL Classified roofing membrane used in any UL Class A roofing assembly to achieve a Class A fire Classification. As an alternative, any UL Classified insulation (except expanded or extruded polystyrene), any combination, any thickness, may be used below the 1 in. minimum thickness of"Sopra-ISO Premier+r". The insulation may be loosely laid or attached with fasteners and plates,hot roofing asphalt or cold adhesive. A vapor barrier(non-UL classified)may also be used below the insulation. All insulation joints must be staggered a minimum of 6 in. from the deck joints or from the insulation joints directly below. The maximum incline shall be in accordance with the Classification established for the membrane/insulation roofing assembly; however the incline can not exceed 1/2:12. For Combustible Decks- Class B: 1. A minimum 1.9 in. layer of"Sopra-ISO+r" or"Sopra-ISO H+r" is placed directly over a combustible deck and is covered with any UL Classified roofing membrane used in any UL Class B roofing assembly to achieve a Class B fire Classification. As an alternative, any UL Classified insulation(except expanded or extruded polystyrene), any combination, any thickness, may be used below the 1.9 in. minimum thickness layer of Soprema Inc "Sopra-ISO+r" or "Sopra-ISO H+r". The insulation may be loosely laid or attached with fasteners and plates, hot roofing asphalt or cold adhesive. A vapor barrier(non-UL classified)may also be used below the insulation. All insulation joints must be staggered a minimum of 6 in. from the deck joints or.• from the insulation joints directly below. The maximum incline shall be in accordance with' ...... Classification established for the membrane/insulation roofing assembly,howeaer tle incline eWn •, not exceed 1/2:12. 0.0 0•• .. . 0*0 0 00 .00000 2. A minimum 1/2 in. layer of"Sopra-ISO H r" over a minimum of 1.4 in. layel of any S MA .0... Inc Classified polyisocyanurate insulation is placed directly over a combustible deck and i9 ... 00:66 covered with any UL Classified roofing membrane used in any UL Class B rou&g assembly td .... • achieve a Class B fire Classification. As an alternative, any UL Classified insdralOd(except • expanded or extruded polystyrene), any combination, any thickness,may be used below tie-140 0 , in. minimum thickness layer. The insulation may be loosely laid or attached VA&b faftenersand. :Goes: plates, hot roofing asphalt or cold adhesive. A vapor barrier(non-UL classified)may also 0be used below the insulation. All insulation joints must be staggered a minimum of 6 in. from the deck joints or from the insulation joints directly below. The maximum incline shall be in accordance with the Classification established for the membrane/insulation roofing assembly; however the incline can not exceed 1/2:12. Unless otherwise indicated,when referring to gypsum board in the following classifications,the following will be referenced: USG Corp. "SECUROCKTM Roof Board (Type FRX-G)" or "SECUROCK®Glass-Mat Roof Board(Type SGMRX)" or 1/2 or 5/8-in. thick"Type DCB", or minimum V4-in. thick G-P Gypsum Corp. "DensDeck®" or"DensDeck Prime®" or "DuraGuard®" or "DensDeck Prime 2TW, Regular gypsum board(not Classified) laid with staggered joints(6 in. offset)measuring 0.5 in. thick min and weighing 184 lbs/sq min or Georgia Pacific "Sound Deadening" Board,measuring 0.208 in. thick min and weighing 109 lbs/sq min.,mechanically fastened with all butt joints staggered a minimum of 6-in. from the insulation and plywood deck joints,hot mopped or adhered with any UL Classified insulation adhesive. Unless otherwise indicated, "Sopra-ISO s", "Sopra-ISO s Tapered", "Sopra-ISO+s", "Sopra- ISO+s Tapered", "Sopra-ISO H+s", "Sopra-ISO H+s Tapered", "Sopra-ISO H s", "Sopra-ISO P s", "Sopra-ISO P s Tapered", "Sopra-ISO FB s" may be substituted for"Polyisocyanurate" in any of the systems listed below. "Sopra-ISO s Tapered " or"Sopra-ISO s"may be perforated on one side for use as the contact side for BUR or modified bitumen membrane. "Sopra-ISO H s"may be used over any polyisocyanurate insulation product in any of the following Classifications. For Combustible Decks- Class A: A minimum 1 in. layer of"Sopra-ISO H+ s"placed directly over a combustible deck and covered with any UL Classified roofing membrane used in any UL Class A roofing assembly to achieve a Class A fire Classification. As an alternate, any UL Classified insulation(except expanded or extruded polystyrene), any combination, any thickness, may be used above or below the 1 in. minimum total thickness of"Sopra-ISO H+s". All insulation joints must be staggered a minimum of 6 in. from the deck joints or from the insulation joints directly below. The maximum incline shall be in accordance with the see* Classification established for the membrane/insulation roofing assembly, however the in&w.' ...... cannot exceed 1:12. ' ' ...... .. . ...... SINGLE PLY ROOFING SYSTEMS (MODIFIED BITUMEN MBWItANE�J ;•; •• ••• 00 00 Unless otherwise indicated, "Sopraboard" minimum thickness 1/8 in. may be'ps Y1's a cover •„• board over insulation in the systems below. :6069* .. . • •.• Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with ho;.. roofing asphalt or urethane insulation adhesive. "Elastophene Flam FR Granular,” heat fused in place, is an acceptable alternate to "Elastophene FR Granular," adhered with hot roofing asphalt, in applicable Classifications. Unless otherwise indicated, "SOPRACOLL E" or"FM Adhesive" -membrane cold adhesive may be used as an alternate to hot mopping asphalt in systems limited to inclines not exceeding 1-1/2 in. to the horizontal ft. Unless otherwise indicated, "Colply Adhesive Brush Grade", "FM Adhesive(VOC)", "Colply Modified Adhesive", "Soprastar Adhesive" or "High Velocity Membrane Adhesive" cold membrane adhesive may be used as an alternate to hot mopping asphalt in systems limited to inclines not exceeding 1/2 in. to the horizontal ft. Unless otherwise indicated, "Colply Adhesive", cold membrane adhesive may be used as an alternate to hot mopping asphalt in noncombustible systems limited to inclines not exceeding 3- 1/2 in. Unless otherwise indicated, "Colply EF Adhesive", cold membrane adhesive may be used as an alternate to hot mopping asphalt in all noncombustible systems. Unless otherwise indicated SOPRACOLLE "E"modified asphalt hot mopping adhesive may be used as an alternate to hot mopping asphalt in systems limited to inclines not exceeding 1 in. to the horizontal ft. Unless otherwise indicated, on all noncombustible deck systems vapor retarders or ply sheets are optional beneath roof insulation on all systems. Type G3 fiberglass reinforced cap sheet may be used in lieu of the Type G2 base sheet specified below. "Elastophene Flam HP" is an acceptable alternate to "Sopralene Flam180" in all applicable Classifications. "Elastophene HP FR GR" in an acceptable alternate to "Sopralene 180 FR GR" in all applicable Classifications. 'Elastophene Flam HP FR GR" is an acceptable alternate to Sopralene Fl=.LM ...... FRGR" •• •' ' 0000 • •.•••• •• 0 00.0.0 • "Colphene Sanded" is an acceptable alternate to 'Elastophene Sanded" in all a5 flA able •••• Classifications. •• • .... . ..... ...... • ••• •.••• "Colphene 180 Sanded" is an acceptable alternate to 'Elastophene 180 Sande d+'irioall appl AI; -0--:- Classifications. •••;Classifications. : ' '. . . . . . 0000.• ..... "Colphene 180 GR" is an acceptable alternate to "Sopralene 180 GR" in all a1 pW;Ale • 000 0 • . • Classifications. •• • "Colphene Flam 180" is an acceptable alternate to "Sopralene Flam 180" in all applicable Classifications. "Colphene Flam 180 GR" is an acceptable alternate to "Sopralene Flam 180 GR" in all applicable Classifications. "Colphene Stick" is an acceptable alternate to "Sopralene Stick" in all applicable Classifications. "Colphene Stick GR" is an acceptable alternate to "Colphene HR FR GR" in all applicable Classifications. "Colphene 180 FR GR" is an acceptable alternate to "Sopralene 180 FR GR" in all applicable Classifications. "Colphene 250 FR GR" is an acceptable alternate to "Sopralene 250 FR GR" in all applicable Classifications. "Colphene Flam 180 FR GR" is an acceptable alternate to "Sopralene Flam 180 FR GR" in all applicable Classifications. "Colphene Flam 250 FR GR" is an acceptable alternate to "Sopralene Flam 250 FR GR" in all applicable Classifications. "Colphene 180 PS" is an acceptable alternate to "Elastophene 180 PS" in all applicable Classifications. "Colphene 180 SP 3.5" is an acceptable alternate to "Sopralene 180 SP 3.5" in all applicable Classifications. "Colphene SP 3.0" is an acceptable alternate to "Elastophene SP 3.0" in all applicable Classifications. "Colphene SP 2.2" is an acceptable alternate to "Elastophene SP 2.2" in all applicable Classifications. 6000 "Soprastar HD FR GR" is an acceptable alternate to "Sopralene 250 FR GR" in a ll.applic'abla.' 6666.. Classifications. • •. J 0600 • 0066.• •• • 6666•. • "Soprastar Flam HD FR GR" is an acceptable alternate to "Sopralene Flam 20. .AGR" in ahs ;•••• applicable Classifications. ••••• 6666 . 6666. "Soprastar HD FR+GR" is an acceptable alternate to "Sopralene 250 FR+GR*iflIall apple blt """ Classifications. '• • . 0.00.0 •....• 6666.. "Soprastar Flam HD FR+GR" is an acceptable alternate to "Sopralene Flam 254 VIZ+ GR':i1v all • applicable Classifications. •• • "Soprastar HD Ultra FR GR" is an acceptable alternate to "Sopralene 250 Ultra FR GR" in all applicable Classifications. "Soprastar Flam HD Ultra FR GR" is an acceptable alternate to "Sopralene Flam 250 Ultra FR GR" in all applicable Classifications. "Elastohene Stick FR GR" is an acceptable alternate to "Colphene FR GR" in all applicable Classifications. "Elastohene Stick HR FR GR" is an acceptable alternate to "Colphene HR FR GR" in all applicable Classifications. "Soprafix Base 622" is an acceptable alternate to "Soprafix" in all applicable Classifications. "Soprafix Base 641" is an acceptable alternate to "Soprafix E" in all applicable Classifications. "Soprafix Base 613" is an acceptable alternate to "Soprafix F" in all applicable Classifications. "Soprafix Base 612" is an acceptable alternate to "Soprafix S" in all applicable Classifications. "Soprafix Base 614" is an acceptable alternate to "Soprafix V in all applicable Classifications. "Elastohene Stick" is an acceptable alternate to "Sopraflash Stick" in all applicable Classifications. "Elastohene Flam Stick" is an acceptable alternate to "Sopraflash Flam Stick" in all applicable Classifications. Only UL Classified roof insulation's(excluding polystyrenes) are to be utilized in the insulated systems described below in any thickness or combination or as noted in individual Classifications,mechanically fastened or either adhered with hot roofing asphalt or UL Classified urethane insulation adhesive. Any noncombustible deck Classification incorporating polyisocyanurate insulation may substitute the polyisocyanurate with EPS covered by a layer of 1/2 in. thick(min)wood fi�gt. board or 3/4 in. thick(min)perlite board. 6.66' 6666.. .. .... One-half in. thick(min) gypsum board or 1/4-in. thick(min) G-P Gypsum DeiiMeCk®or*' 00* 000 DensDeck Prime®or Owens Corning 1/4-in. thick(min) "Strataguard",may be used in any• 0••••0 existing noncombustible deck Classification. When this is done,the resulting�rpp*"ig systaWN4 6 9.6. acceptable for use over combustible(15/32 in. min)roof decks(if used, EPS mush be placed andel •• •• the DensDeck®) or"Strataguard". The joints in the gypsum board and overlaymart board we* • ••••;• offset 6-in. with the joints in the plywood deck. 6666.. Unless otherwise indicated, a suitable alternate to membrane (cap sheet) surfa'caag Jimited.ta.. :0000: inclines not exceeding 2:12 in. to the horizontal ft) is gravel or crushed stone at 400 lbs/sq ar slug at 300 lbs/sq embedded into hot roofing asphalt or concrete pavers, 10 lb/sq min. Unless otherwise indicated, "Elastophene Sanded" is an acceptable alternate for the first base sheet in any of the following Classifications. Unless otherwise indicated, "Soprastar Flam 180", "Soprastar 180 Sanded" can be used in lieu of "Soprastar Flam" and "Soprastar Sanded", respectively, limited to a 1-%:12 incline, and restricted to non-combustible systems or combustible systems where %" Securock, DensDeck, DensDeck Prime or DensDeck DuraGuard is required as a barrier board. Unless otherwise indicated, "Soprastar 180 Stick" can be used in lieu of"Soprastar Stick", limited to 1:12 incline, and restricted to non-combustible systems or combustible systems where %" Securock, DensDeck, DensDeck Primer or DensDeck DuraGuard is required as a barrier board. Unless otherwise indicated acceptable membrane alternatives designated "Flam" are always heat fused or torch applied materials while all other acceptable membrane alternatives are either adhered with hot roofing asphalt or membrane cold adhesive. The United Solar Ovonic LLC's Field-Assembled Photovoltaic (Solar)Module Systems "PVL- 29, -31, -58, -60, -62, -64, -68, -87, -93, -116, -120, -124, -128, -136, -144"may be installed over any UL Classified Soprema, asphalt BUR or SBS modified bitumen roofing system. The Photovoltaic Module System is adhered to the roofing membrane with"SopraSolar Adhesive" at maximum application rate of 2 gal/sq. The Classification applies to combustible and non- combustible decks. The maximum incline and Classification(Class A, B or Q shall be in accordance with the Classification established for the membrane roofing assembly,however the incline cannot exceed 1-1/2:12. Membrane Listed Acceptable Alternatives "Sopralene 250 FR GR" "Elastophene HP" or"Sopralene Flam 250 FR GR" "Sopralast 50 TV" "Sopralast Stainless Steel," "Sopralast Alli," " �� Sopralast Alu�� Sopralast Copper," "Sopralast St ainl®ss Stee.l � • • Membrane Listed Acceptable Alternatives,0 0 0.0 • 999.. 9999.+ "Elastophene Sanded" "Elastophene�;l SIR 3 0,+� ,�, y . . "Elano��•� •� ��•�� l Flaf]. 9999.. "ElastgphenCO PS 292" 9900;. • • "Elastophene Flam 2.5" 0 9• 999. . . . •• . • .. • • "Elastophene PS 2.2. "Elastophene HD," "Elastophene SP 3.0," "Elastophene SP 2.2." "Elastophene Sanded FR," "Elastophene Flam FR," "Elastophene HR 2.2," "Elastophene Flam 2.2," "Elastophene" "Sanded 3.0" or "Elastophene PS 3.0 mm" "Elastophene HR 2.2" "Elastophene HS", "Elastophene Flam HS", "Elastophene HS 62", "Elastophene HR 2.2 mm", "Elastophene Flam HR 2.2" "Elastophene HR 3.0" "Sopralene 180 Sanded" "Sopralene Flam 180," "Sopralene 250 Sanded," "Elastophene HS" "Elastophene HS 62" "Sopralene Flam 250," "Elastopl ena 'lam ITS'4 •" ...... "Elastophene•Flqqm•HS Hb'l •: ....:. "Sopralene 250 Sa �.5 mm"a • • e "Sopralene Flam-15@�.5 morn" ••••• ...... "Sopr;lam J 80 3.5," • "Sopralege 1�9,PS 3 I R •• •••. "Sopralene 180 PS "Sopralene Flam 180 2.7 mm," "Sopralene 180 SP 3.0" "Sopralene 250 SP," "Sopralene 250 PS" or "Sopralene 250 PS 2.7" "Sopralene 350 Sanded" "Sopralene Flam 350", "Sopralene 350 PS", "Sopralene 350 SP" "Elastophene 180 Sanded" "Elastophene 180 PS". "Sopralene 180 PS 2.2" or "Elastophene 180 SP", "Sopralene 180 SP 2.2" "Sopralene 180 Sanded 2.2" "Elastophene FR GR" "Elastophene FR GR HD," "Elastophene HR FR GR," "Elastophene Flam FR GR" or "Elastophene Flam HR FR GR" "Soprafix" "Soprafix(X) 3.5 mm" "Elastophene Flam HS" "Elastophene Flam HS HD" "Elastophene HS" "Elastophene HS 62" "Colvent SA" "Colyen4 fjam Situ •• •••• • "Colvent TG" "Colttiu Elam TG}1+ *see • .••.•• Membrane Listed Acceptable Alternatat� M :.. :. • "Elastophene Sanded FR" "Elastopfhk$UHS Flr", "•'• . •• . . ...... "Elastof fieUnR FR", ••• • "Elastophene Flazn HR M" ;.... "Elastophene Flam FR" "Elastophene Flam HS FP," "Elastophene FR GR" "Elastophene HS FR GR" "Elastophene Flam FR GR" "Elastophene Flam HS FR" "Elastophene GR" "Elastophene LS FR GR" "Elastophene Flam GR" "Elastophene Flam LS FR GR" + -Limited to noncombustible decks incorporating gypsum wallboard or G-P Gypsum DensDeck® G-P Gypsum "DensDeck Prime®"may be used as an alternate to G-P Gypsum DensDeck®. Unless otherwise indicated,when a noncombustible deck system is insulated with a minimum 1- 1/2 in. thick polyisocyanurate insulation, one or more layers of G1 or G2 may be mechanically fastened or hot asphalt attached directly to the roof deck without changing the Classification of the system. Unless otherwise indicated,the use of a vapor retarder(not UL Classified) or ply sheet as a vapor retarder in a roofing assembly, either on combustible or noncombustible roof deck and beneath the roof insulation, is acceptable and will not change the existing Classification for the system. The vapor barrier may be viewed as optional in all Classified roofing systems. Unless otherwise indicated,the roof insulation is mechanically fastened, adhered with hot roofing asphalt or UL Classified urethane insulation adhesive. 1 in. thick min. tongue and groove board is a suitable alternate for 15/32 in. thick plywood decks with all joints blocked. Except for systems that do not include insulation within the Classification,the following systems may utilize any thickness of perlite, glass fiber,polyurethane,polyisocyanurate, combination polyisocyanurate/perlite or polyurethane/perlite insulation hot mopped or mechanically fastened. Woof fiber insulation is a suitable substitute for all insulations on noncombustible decks only. Minimum %"thick US Gypsum Securock®may be substituted for minimum '/" Georgia;Paei-fJc Dens-Deck®in all deck assemblies that do not have an incline exceeding 3:1 Z, au8.rave a*�Thts ••••;• reinforced base sheet or glass reinforced base membrane directly over the Secj�r* * •, "High Velocity Insulation Adhesive II", "High Velocity Insulation Adhesive IJ1%,•'+1Jigh Yelooity Insulation Adhesive PG" or"High Velocity Insulation Adhesive III 'Green"' mft�'de used'to 69:004, adhere insulation or barrier boards to the roof deck, or to adhere layers of insr}l borttogewer;ire "'•' .. .. . ...... any noncombustible roof deck Classification. • . . . . ...... Unless otherwise indicated, insulation and base membranes adhered with hot:tsplitat or cflld adhesive may be adhered with "Magnesium Oxide Slurry" ("MOS") or"MOS A" ("MagxesUri Oxide Slurry" mixed with cellulose) on all noncombustible deck classifications. MOS is arso referred to as "Eco-Tite" bonding agent. "Magnesium Oxide Slurry" ("MOS") is mixed at a rate of 1 bag "MOS Component A", 2 bags "MOS Component B" and 5 gallons of water. "MOS-A" consists of"MOS" mixed with 1 lb. of cellulose. MOS is also referred to as "Eco-Tite"bonding agent. Soprema Sopra G may be substituted for"Type G2" ply sheets in any of the below classifications. Soprema "Sopra IV" and "Sopra VI" may be substituted for"Type G1"ply sheets in any of the below classifications. Minimum 1" thick Soprema SopraRockTM DD, SopraRockTM DD Plus, Soprarock MDTM, or SoprarockTM MD Plus" may be substituted for any insulation in any non-combustible deck classification. "Alsan Finish LO" may be used in lieu of"Alsan Finish" in all applicable Classifications. "Colvent 810", "Colvent 820", "Sopraflash Flam Stick", "Elastophene Flam Stick", "Sopraflash Stick" or"Elastophene Stick" can be used in lieu of"Colvent SA" in all applicable Classifications. "Elastophene Stick HR FR GR" may be used in lieu of"Elastophene Stick FR GR" in all applicable Classifications. Class A-Fully Adhered 88. Deck:NC Incline: 1/2 Thermal Barrier(Optional): —Gypsum or gypsum fiber(min 1/4 in.),perlite or mineral wool (min 3/4 in.), cement board(min 1/4 in.) or wood fiberboard(min 1/2 in.) mechanically fastened or adhered with any UL Classified insulation adhesive. Vapor Retarder(Optional): —Any UL Classified or Soprema base sheet,ply s$02fer Sopravap'r, mechanically fastened or adhered. . . .... ...... Base Sheet(Optional): —One or more plies Type G1 or Type G2; "$vPr4jV'% '%(4rrgC ....:. VI", "Sopraglass 40", "Sopraglass 100", "Sopra G" or "Modified Sopra-G:?any combination mechanically fastened or adhered with hot asphalt. •••• • Insulation (Optional): —Polyisocyanurate,polystyrene(EPS,XPS) 'lass fiber,- mineral wool,perlite, wood fiber or cellular glass insulation, any thiclWes,%*any • combination, mechanically fastened, loose laid or adhered with hot aspWuar insulation adhesive. 0 •••... . NOTE: Polystyrene insulation must be covered with minimum 1/4-in. tick•G-P Gyp6iu0n • • Corp. "DensDeck®Roofboard" or"DensDeck Prime®Roofboard" or"DensDeck Prime 2TM Roofboard" or "DensDeck DuraGuard®Roofboard" or Certainteed Gypsum Inc "G1asRoc" or USG Corp. SECUROCK®Glass-Mat Roof Board(Type SGMRX)". Barrier Board (Optional): —"Sopraboard" (min 1/8 in.), "SopraRock MD" or "SopraRock MD Plus" (min 1/2 in.),perlite(min 1/2 in.), gypsum or gypsum fiber(min 1/4 in.) or wood fiberboard(min 1/2 in.)mechanically fastened,hot mopped or adhered with any UL Classified insulation adhesive. Base Sheet(Optional): —One or more plies Type G1 or Type G2; "Sopra IV", "Sopra VI", "Sopraglass 40", "Sopraglass 100", "Sopra G" or"Modified Sopra G", any combination mechanically fastened or adhered with hot asphalt. Ply Sheet(Optional): —One or more plies "Elastophene Sanded", "Elastophene HD", "Elastophene HR 2.2", "Elastophene HS FR", "Elastophene HP", "Elastophene 180 Sanded", "Sopralene 180 Sanded 2.2", "Sopralene 180 Sanded", "Sopralene 250 Sanded", "Elastophene PS 2.2", "Elastophene 180 PS", "Sopralene 180 PS 2.2", "Sopralene 180 PS 3.0", "Sopralene 250 PS", 'Elastophene HS", "Elastophene HS 62"or"Soprabase S" adhered with hot asphalt or mechanically fastened; or"Elastophene Flam", 'Elastophene Flam 2.2", 'Elastophene Flam HD", 'Elastophene Flam HR", 'Elastophene Flam HS FR", 'Elastophene Flam HP", "Sopralene Flam 180", "Sopralene Flam 250", "Elastophene Flam HS," 'Elastophene Flam HS HD," "Colvent TG" or"Soprabase TG" heat welded or mechanically fastened; or"Soprafix", "Soprafix V or"Soprafix E" mechanically fastened; or"Sopralene Stick", "Sopralene Flam Stick", "Colvent SA" or "EPS Flam Stick self-adhered; or "Soprasmart Board", "Soprasmart Board 180", "Soprasmart ISO HD", "Soprasmart ISO HD 180", "Soprasmart Board Sanded", "Soprasmart Board 180 Sanded", "Soprasmart ISO HD Sanded", or"Soprasmart ISO HD 180 Sanded" adhered with"Duotack" adhesive or hot asphalt or mechanically fastened. Cap Sheet: —"Elastophene FR GR", 'Elastophene HD FR GR", 'Elastophene HR FR GR", 'Elastophene HS FR GR", 'Elastophene HP FR GR", 'Elastophene LS FR GR", "Sopralene 180 FR GR", "Sopralene 180 FR GR 3.5" or"Sopralene 250 FR GR" adhered with hot asphalt; or'Elastophene Flam FR GR", 'Elastophene Flam HD FR GR", "Elastophene Flam HR FR GR", 'Elastophene Flam HS FR GR", 'Elastophene Flam HP FR GR", 'Elastophene Flam LS FR GR", "Sopralene Flam 180 FR GR", "Sopralene Flam 180 FR GR 3.5" or"Sopralene Flam 250 FR GR" heat welded; or"Colphene FR GR" or'Elastophene Stick FR GR," self-adhered 0000 . . 0000 0000.. .. 0000 0000.. 0000.. 0000 0000.. 0000 . 0000. 999 99999 .. .. 00 0 0000.. 0000.. • . . . .0900. 990000 . . 099000 00 9 0 999 . 0 TESTING APPLICATION STANDARD (TAS) 105 APPENDIX A FLORIDA BUILDING CODE FIELD WITHDRAWAL RESISTANCE TEST RESULTS REPORT Test Date: June 8, 2015 File#: 1267-15 GENERAL INFORMATION Job Name: Barry University Health& Sports Center—Roof Sections B-F Job Address: 11300 NE 2nd Avenue Miami Shores, Florida Job Contact: Bob Todd with Best Roofing TESTING AGENCY AND EQUIPMENT INFORMATION Note: The Undersigned representative agrees that all testing has been conducted and results have peen reported in compliance with Florida Building Code TAS 105 or TAS 105 A. •• "" "":• ..... .. . ...... Testing Agency Name: A. Tomassi Roof Testing, : • Address: 5451 NW 24th Street, Suite#'3' '• ""' Margate, Florida 33063 '•:" •• •% •• • Telephone: (954) 979 - 1180 • . . . . ...... Fax: (954) 979 - 1182 • •• • Lab Contact: Anthony Tomassi Report Review: Dominick Scarfo Title: Architect AR00 0248 Signature: Test Apparatus: Com-Ten Roof-First PT- 1000 Dade County Certified Testing Agency# 12-0710.03 Revises #03-0317.03 Page- 1 Building and Roof System Information Area=#1 —Roof Section B Height= 15' ft Ht. approx. Length= 119' approx. Second largest dimension=37' approx. Total roof area= 4,386 square feet approx. Perimeter Area= 1,162 square feet approx. Area=#2—Roof Section C & D Height= 15' ft Ht. approx. Length= 207' approx. Second largest dimension=37' approx. • 0000.. So Total roof area= 8,011 square feet approx. ••• o0 ••..':•. '. 000 099.0. Perimeter Area= 2,192 square feet approx. ease . 0000 . 0 000. . . 0000.. . ... 0000. 0 . 00,1969 .. Area=#3—Roof Section E Height= 38' ft Ht. approx. •`• 0000.. .. • Length= 129" approx. Second largest dimension= 119' approx. Total roof area= 15,287 square feet approx. Perimeter Area= 5,876 square feet approx. Page 2 Building and Roof System Information Area=#4—Roof Section F Height= 16' ft Ht. approx. Length= 55' approx. Second largest dimension=37' approx. Total roof area= 2,582 square feet approx. Perimeter Area= 1,087 square feet approx. . . .... ...... ...... .. . ...... • 00 ...• . . . • .... . ..... ...... . ... ..... .. .. .. . ...... . . . . ...... Page 2 Continued FASTENER INSTALLATION INFORMATION: Is the fastener a self—driller? Yes If`yes' list the type of tool used for installation: Craftsman Speed of Tool 0—2000 RPMs TEST INFORMATION: Number of Tests Conducted: n=44 * See Section 7 of Dade County PA 105 or PA 105A *Note the locations of all tests on`Building Information' Detail#2 Attached . . .... ...... ...... .. . ...... .... ...... .... . ..... ...... . ... ..... 6669* .. . ...... ...... . . . . . ...... .. . . ... 94 Page 3 FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Area=#1—Roof Section B Fastener Type: #15 MFGR. OMG Component to be secured: Deck Type: Steel Insulation Existing Roof Membrane Pre—Drilled No Anchor or Base Sheet Drill Bit Size N/A Wood Blocking Metal Profiles Hole Depth N/A Sample No. Plan Initial Field Test Perimeter Corner Identifier Failure Area Test Area Test Area Load lb #1 same 575 X #2 550 X #3 725 X #4 550 X #5 625 X #6 625 X #7 650 X #8 1 675 1 1 . . '...r • •••• #9 600 000:00#10 825 "" • .... . ..... ...... . ... ..... . . . . . . ...... . . . . ...... Page 4 Area#1 —Roof Section B STATISTICAL ANALYSIS Area=#1 —Roof Section B Mean Failure Load: F= 640.00 lbf Sample Standard Deviation: Sf= 80.78 lbf Minimum Characteristic Resistance Force: F'= 582.21 lbf Notes: 1. Use the results herein to determine the required number of fasteners for insulation attachment or an acceptable anchor or base sheet fastener spacing,as outlined on FLORIDA BUILDING CODE TAS—117, Shall utilize the minimum characteristic force(F'),determined in compliance with section 8 of TAS 105.No margin of safety shall be applied to field withdrawal resistance test results determined in compliance with TAS 105 or TAS 195(A) 2. A safety factor of 2 to 1 shall be applied to laboratory testing. 3. The following pages shall be completed for each roof area and included with all Field Withdrawal Resistance Test Recording Sheets. Notes: ROOF AREA=#1 —Roof Section B Insert Building and Parapet Heights. <3' If no Parapet exists insert ("N/A") . :::96 •••••• • .... ...... .... . ..... . • ...... . ... ..... . . .. .. .. . ...... • • • .. . . .. .. 15' GROUND LEVEL Building Information—Detail# 1 Page 5 Area#I —Roof Section B 55' Roof Area B 37' Roof Area F 37' 37 129' T-1 T-7 T-8 Ll 28' T-2 /13' 119' T-6 T-9 Roof Area E Roof Area G T-3 No TestingrRoofAre 7' T-4 27' T-5 T-]0 sees . . • 37' sees•. �..... Roof Area C • sees.. sees. sees • • • s .. 67' 60' 0 see 0*see `1b•' .•.. e e • .. .. s. . sees.. •.esee . e sees.. . • :*see: so Note: All Dimensions are Approximate—Drawing NTS A TRT Title Fastener Withdrawal Test TAS 105-Test locations Roof Section B Barry University Health & Sports Center Project: A.Tomassi Roof Testing,Inc. 11300 NE 2nd Avenue T=Tested Locations 5451 NW 24TH Street,Suite#3 Miami Shores,Florida Margate,Florida 33063 Project No. Drawn Sheet No. 1267-15 D.S.B 1 of 4 FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Area=#2—Roof Section C&D Fastener Type: #15 MFGR. OMG Component to be secured: Deck Type: Steel Insulation Existing Roof Membrane Pre—Drilled No Anchor or Base Sheet Drill Bit Size N/A Wood Blocking Metal Profiles Hole Depth N/A Sample No. Plan Initial Field Test Perimeter Corner Identifier Failure Area Test Area Test Area Load Ib #1 same 650 X #2 600 X #3 600 X #4 550 X #5 600 X #6 525 X #7 550 X #8 600 X •....• . .... #9 600 X ' ' #10 600 X••;•. " ' #11 550 X • • • • • • • Page 4A Area#2—Roof Section C&D STATISTICAL ANALYSIS Area=#2—Roof Section C & D Mean Failure Load: F= 584.09 lbf Sample Standard Deviation: Sf= 34.17 lbf Minimum Characteristic Resistance Force: F'= 561.13 lbf Notes: 4. Use the results herein to determine the required number of fasteners for insulation attachment or an acceptable anchor or base sheet fastener spacing,as outlined on FLORIDA BUILDING CODE TAS—117, Shall utilize the minimum characteristic force(F'),determined in compliance with section 8 of TAS 105.No margin of safety shall be applied to field withdrawal resistance test results determined in compliance with TAS 105 or TAS 195(A) 5. A safety factor of 2 to 1 shall be applied to laboratory testing_ 6. The following pages shall be completed for each roof area and included with all Field Withdrawal Resistance Test Recording Sheets. Notes: ROOF AREA=#2—Roof Section C & D Insert Building and Parapet Heights. <3' •••• If no Parapet exists insert ("N/A") •..• ••••.• . . • • IF •••••• .... • • ...... . .. ..... . . • •••••• • • • • • 09• ••••• 40 • • • 15' GROUND LEVEL Building Information—Detail# 1 Page 5A Area#2—Roof Section C&D 55' 37' Roof Area F 37' 37' 129' 28' 13' 119' Roof Area B Roof Area E Roof Area G No TestingrT-9T-8 7' Roof Area �— D 27' 0000 • •• • ...••• T-1 T-10 • ••• ' • 37' T-2 T-11 ••.G•• • � 3;' ••.• 000.0• •.•i T-3 T-4 r T-5 ••0. •T-6 a• • 67' 60' .•i•t.•• • •0• •i••• • • • • •• •• ••• • 000000 • Roof Area C 0.0000 Note: All Dimensions are Approximate—Drawing NTS ATRT Title Fastener Withdrawal Test TAS 105-Test locations Roof Section C & D Barry University Health & Sports Center Project: A.Tomassi Roof Testing,Inc. 11300 NE 2nd Avenue T=Tested Locations 5451 NW 24TH Street,Suite#3 Miami Shores, Florida Margate,Florida 33063 Project No. Drawn Sheet No. 1267-15 D.S.13 2 of 4 FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Area=#3—Roof Section E Fastener Type: #15 MFGR. OMG Component to be secured: Deck Type: Steel Insulation Existing Roof Membrane Pre—Drilled No Anchor or Base Sheet Drill Bit Size N/A Wood Blocking Metal Profiles Hole Depth N/A Sample No. Plan Initial Field Test Perimeter Corner Identifier Failure Area Test Area Test Area Load lb #1 same 750 X #2 350 X #3 625 X #4 600 X #5 675 X #6 650 X #7 600 X #8 425 0 ' #9 550 X " ' 0.09 •' #10 750 X060:99. 000.0 #11 600 0.00 X #12 550 X"" 0 00000 #13 600 •' wr .0.0. •• •• 0000• 0000.• • • • • • • • 0 0.0.•• 000•0 • • . ••• • 0000.• • •.. • • 00 0 Page 4B Area#3 —Roof section E STATISTICAL ANALYSIS Area=#3—Roof Section E Mean Failure Load: F= 594.23 lbf Sample Standard Deviation: Sf= 107.93 lbf Minimum Characteristic Resistance Force: F'= 529.00 lbf Notes: 7. Use the results herein to determine the required number of fasteners for insulation attachment or an acceptable anchor or base sheet fastener spacing,as outlined on FLORIDA BUILDING CODE TAS—117, Shall utilize the minimum characteristic force(F'),determined in compliance with section 8 of TAS 105.No margin of safety shall be applied to field withdrawal resistance test results determined in compliance with TAS 105 or TAS 195(A) 8. A safety factor of 2 to 1 shall be applied to laboratory testing. 9. The following pages shall be completed for each roof area and included with all Field Withdrawal Resistance Test Recording Sheets. Notes: ROOF AREA=#3 —Roof Section E Insert Building and Parapet Heights. N/A .... Osseo. If no Parapet exists, insert ("N/A") '..' ...e • e e 00.000 00 • .000.0 000000 0000 O ...... • .....e. . .... 0 00000 0 00 66:060 .. .. 00 . e.00OO • • ...... 00 . 0000.. . . .0 0 38' GROUND LEVEL Building Information—Detail# 1 Page 5B Area#3—Roof Section E 55' Roof Area E 37' Roof Area F 37' 37' 129' T-1 T-2 T-3 28' T-5 T-4 Z3' 119' Roof Area B T-6 T-7 T-8 Roof Area G No Testing 27' T-10 T-9 Roof Area 27' T-11 T-12 T-13 D • � .. . 0000.. 37' Roof Area C3i l�T...:. 0000.. 0000 � 0000. % • 67' '�p' 0000 60' ..0..� . ... • • . 0000. .. •• .. 0000.6 .00•.• 0 . . • ' • • • 0000:. • •...0. • •.• • • .. . .0000. . . 06 0 Note: All Dimensions are Approximate—Drawing NTS ATRT Title Fastener Withdrawal Test TAS 105-Test locations Roof Section E Barry University Health & Sports Center Project: A.Tomassi Roof Testing,Inc. 11300 NE 2nd Avenue T=Tested Locations 5451 NW 24TH Street,Suite#3 Miami Shores, Florida Margate,Florida 33063 Project No. Drawn Sheet No. 1267-15 D.S.B 3 of 4 FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Area=#4—Roof Section F Fastener Type: #15 MFGR. OMG Component to be secured: Deck Type: Steel Insulation Existing Roof Membrane Pre—Drilled No Anchor or Base Sheet Drill Bit Size N/A Wood Blocking Metal Profiles Hole Depth N/A Sample No. Plan Initial Field Test Perimeter Corner Identifier Failure Area Test Area Test Area Load Ib #1 same 500 X #2 525 X #3 500 X #4 600 X #5 525 X #6 600 X #7 800 X #8 575 ' 0000 0000. #9 550 X •••• •' #10 600 x.•;•� •' ' "•'• 0000 0000.. • . .0000. 00 •••••• • • ••.••• • • • • 000000 Page 4C Area#4—Roof Section F STATISTICAL ANALYSIS Area=#4—Roof Section F Mean Failure Load: F= 577.50 lbf Sample Standard Deviation: Sf= 83.25 lbf Minimum Characteristic Resistance Force: F'= 517.94 lbf Notes: 10. Use the results herein to determine the required number of fasteners for insulation attachment or an acceptable anchor or base sheet fastener spacing,as outlined on FLORIDA BUILDING CODE TAS—117, Shall utilize the minimum characteristic force(F'),determined in compliance with section 8 of TAS 105.No margin of safety shall be applied to field withdrawal resistance test results determined in compliance with TAS 105 or TAS 195(A) 11. A safety factor of 2 to 1 shall be applied to laboratory testing. 12. The following pages shall be completed for each roof area and included with all Field Withdrawal Resistance Test Recording Sheets. Notes: ROOF AREA=#4—Roof Section F Insert Building and Parapet Heights. <39 .• If no Parapet exists, insert ("N/A") •••• .... . ..... .. .. .. . ...... ...0 0 16' GROUND LEVEL Building Information—Detail# 1 Page 5C Area#4—Roof Section F Roof Area F 55' T-3 T-4 T-5 T-2 37' T-7 37' I'C 37' 129' T- T-6T-8 T-9 28 L T-10 X13' 119' Roof Area B Roof Area E Roof Area G No Testing 27° Roof Area 27' D 37' RoofArea C ••��• •" '3 N•..% ...... .... . ..... . • Goes 67' 60' ..7.0... •. .•. ..... . . . . 0*000 .. . ...... ...... ...... 06 Note: All Dimensions are Approximate—Drawing NTS A TRT Title Fastener Withdrawal Test TAS 105-Test locations Roof Section F Barry University Health & Sports Center Project: A.Tomassi Roof Testing,Inc. 11300 NE 2nd Avenue T=Tested Locations 5451 NW 24TH Street,Suite#3 Miami Shores,Florida Margate,Florida 33063 Project No. Drawn Sheet No. 1267-15 D.S.B 4 of 4 Certificate of Calibration # KE LC-310180 Kimball Electronic Laboratory, Inc. Precision Measurement Equipment Specialists Purchase Order# Int It tiet For:, AFS. KIMBALL ELECTRONIC LABORATORY, INC A. TOMASSI ROOF TESTING, INC. 8081 W 21 LANE 5451 NW 24 STREET HIALEAH, )=L.*.33016 #3 0 I106I �� =III MARGATE FL 33063 Description: PULL TESTER Manufacturer: COM-TEN Cal Date: 20-Mar-15 Model Number: 1000 LBS Cal. Due Date: 20-Mar-16 Part Number: N/A Cal. Interval: 12 MONTHS Range: 0-1000 LBS Received: IN TOLERANCE Calibration Result: PASS Serial Number: 61411031 Environmental Conditions: 77 DEG F / 36 % RH Customer I.D.: N/A Performed By: ELIU Cust. Barcode: N/A LAGO Cust. Dept.: N/A Procedure: SYN55 Specifications: ±5 % FS Cal Location: ON-SITE This is to certify that the above listed instrument meets or exceeds all specifications as stated in the referenced procedure at the points tested(unless otherwise noted).It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology(NIST),or to NIST accepted intrinsic standards of measurement,or derived by the ratio type of self-calibration techniques.This calibration is in accordance with Kimball Electronic Laboratory,Inc Quality Assurance Manual.KELI's Quality system is A2LA-Accredited to ISO/IEC-17025:2005 and compliant with MIL-STD-45662A and ANSI/NCSL Z540.3-2006.TURS when applicable are greater than or equal to 4:1;with expanded uncertainty used to calculate the Test Uncertainty Ratio,with a coverage factor of K=2 at a confidence level of approximately 95%,unless otherwise noted. Any number of factors may cause the calibration Rem to drift out of calibration before the recommended interval has expired THIS UNIT WAS FOUND TO BE IN TOLERANCE AT THE TIME OF CALIBRATION. • PERFORMED ROUTINE CAL. NO ADJUSTMENTS REQUIRED •••••• •+•• : •• •... :000:0 • ...• . ...... •.... ...•.• . ... • 660069 • • . �tiar�cifa�14d�ed'�"#��alfi�t> =��Ti�t �..�+� •. Company I.D. Manufacturer Model/PN Description Serial Number • Last Cal. ;K3ak Due D0 ••' KIM001 1209 OMEGA DP-2000S3 DIGITAL INDICATIOR 3300236 V -0614 •• 41 Oct-1$"'•; KIM001 7613 OMEGA LCCA-2K FORCE GAGE 1471832 07-Oct-14 '• 31'-Oct-15 Certified by: — Quality Assurance: ELIU � _ JAVIER LAGO 20-Mar-15 12:22:39 PM BALCEIRO 20-Mar-15 12:23:03 PM This report may not be reproduced,except in full,unless permission for the publication of an approved abstract is obtained in writing from KELI Labs., Inc. Kimball Electronic Laboratory, Inc. - 8081 W. 21st Lane - Hialeah, FL. 33016 • Tel 305-822-5792 Toll Free 800-393-1094 Fax: 305-362-3125 Web. www.kelilabs.com . n, ., x .;04ft - r r A. TOMASSI ROOF TESTING, INC. Testing * Management* Design Specifications*Litigation*Quality Assurance*Consulting VW _J June 10i', 2015 File# 1267-15 Mr. Bob Todd Best Roofing, Inc. 1600 NE 12`h Terrace Fort Lauderdale, Florida 33305 Re: Roof Moisture Survey(TAS-126) Health&Sports Center-Roofs B,C, D&F Barry University 11300 NE 2nd Avenue Miami Shores, Florida Dear Mr. Todd, As per your request,we have performed the enclosed roof moisture sufvey*4 the •••••• ...... above referenced site. • s The purpose of this examination was to assist with locating moisture intfasion onjy :" No other warranties are expressed or implied. It was my pleasure work�with ydu on ••••• . ... • this project. • .. .. .. . ...... Please contact me if you have any questions regarding this report. •••• • .. Sincerely, Anthony Tomassi Dominick Scarfo (report revi Q-A Manager& Certified Lab Contact AR0010248 5451 NW 24th Street, Margate Fl. 33063 - Tel. 954-979-1180 Fax. 954-979- 1182 Metro-Dade County NOA—Testing Agency Certification#12-0710.03 Revises#03-0317.03 Health&Sports Center-Roofs B,C,D&F Barry University 11300 NE 2"d Avenue Miami Shores,Florida ROOF CONSTRUCTION—SECTIONS B.C,D&F: The tested flat roof system consisted of a granular surfaced, asphalt applied, built up roof system installed over approximately 2"—3"thick polyisocyanurate insulation. The decking is steel. Granular Surfaced BUR Polyisocyanurate Ins. Steel Deck See attached roof drawing for locating tested roof areas. sees s . ee sees.. .. seeees • METHOD: `• sees.. e A roof moisture test in accordance with the Florida Building Code, Testing It Pplicatidq•S4pdarc;e TAS — 126 impedance testing was performed. Core samples were taken, §everal intervals,*••. including the high and low reading sites. The Core samples were graihetricalN tbst yed tC:::. determine the percentage of moisture contained in each sample. •; • so • sees:. e •ecce• .. sees GRAVIMETRIC ANALYSIS : s• • The core samples were placed in air tight containers at the job sight, transported to our office laboratory facility, weighed as a wet sample, then oven dried for 24 hours at 230 F, then reweighed as a dry sample. The percentage of moisture was then calculated. Page-2 Health&Sports Center-Roofs B,C,D&F Barry University 11300 NE 2nd Avenue Miami Shores,Florida Chart A Gravimetric Core Analysis Sample I D-C=Core Core Sample Composition Percent of moisture ROOF SECTION-B C-1 reading =7 Granular Surfaced BUR Membrane Sample .0% C-1 Location B-7 Polyisocyanurate Ins. Sample 1.84% C-2 reading = 10 Granular Surfaced BUR Membrane Sample .41 % C-2 Location D-2 Polyisocyanurate&Perlite Ins. Sample 5.01 % C-3 reading = 14 Granular Surfaced BUR Membrane Sample .17% C-3 Location B-13 Polyisocyanurate Ins. Sample 6.89% ROOF SECTIONS—C &D C-1 reading =5 Granular Surfaced BUR Membrane Sample .0% C-1 Location C-2 Polyisocyanurate Ins. Sample 1.71 % C-2 reading = 16 Granular Surfaced BUR Membrane Sample .26% C-2 Location 0-4 Polyisocyanurate Ins. Sample 4.29% 6066 C-3 reading =24 Granular Surfaced BUR Membrane Sample ; 6.6 4.2 •9* •6 66 0 6 0 C-3 Location X3-R Polyisocyanurate&Perlite Ins. Sample ,66066 4.8A%:'. •0 660 0000.. 0 -0 0000 . 666 060 ROOF SECTION—F 666 • C-1 reading =5 Granular Surfaced BUR Membrane Sample 0060•a .05;/o+ •'•"a C-1 Location D-2 Polyisocyanurate Ins. Sample •• •• L'73-V 0 • 660690 .. 6 . . C-2 reading =23 Granular Surfaced BUR Membrane Sample 6 6 2.4216A" 6 •6 C-2 Location C-8 Polyisocyanurate Ins. Sample 6 9.-V•®1•; 00 6 C-3 reading =33 Granular Surfaced BUR Membrane Sample 5.64 % C-3 Location A-4 Polyisocyanurate Ins. Sample 268.05 % RED=High Moisture Page-3 Health&Sports Center-Roofs B,C,D&F Barry University 11300 NE 2"d Avenue Miami Shores,Florida CONCLUSION: The Florida Building Code sets an allowable maximum limit of moisture in the roof system as 5 % in the roof membrane,and 8 % in the rigid board commercially manufactured insulation. ROOF SECTION-B: Based on the results of the moisture readings & gravimetric core analysis, high moisture levels were not detected in the existing roof system membrane or insulation system at the time of this moisture survey. Higher readings were determined to be caused by a slight rise in moisture content that did not exceed the maximum allowable moisture levels in accordance with the Florida Building Code. ROOF SECTION—C &D: Based on the results of the moisture readings & gravimetric core analysis, high moisture levels were not detected in the existing roof system membrane or insulation system at the time of this moisture survey. Goes . . .... *Goo:G Higher readings were determined to be caused by a slight rise in moisture conte4t.thalto did nog'xceed the •• maximum allowable moisture levels in accordance with the Florida Building Code. • ...... .. . ...... asoo .... . ..... . . ...... . ... ..... o 00*00 .. . ...... Gso:ee G 00 . ROOF SECTION-F• ' ' ' . . . ...... The roof area surveyed encompasses approximately 2,582 square feet. High nvoislary levels were ;....; detected in the existing granular surfaced built up roof membrane&polyisocyanurate 4iisul'ation..' The total combined area of high moisture content is approximately 8 % of the total roof area and equals approximately 200 square feet total. The remaining 2,382 s.f. was found to be within the allowable moisture levels of the Florida Building Code. All blue shaded areas on the following roof graph represents areas which exceeded the maximum allowable moisture levels of the Florida Building Code,at the time of this survey. Page 4 . . ... . . . ... •': : : •�I�ogf Area F . . ... . . . . ... • ;� •; MOISTURE SURVEY READINGS • 10'X 10' GRID PATTERN MAXIMUM ALL DIMENSIONS ARE APPROXIMATE •• Roof Area B Roof Area E Rdo!dr "ea'G ' All Blue shaded areas represent areas of high moisture levels - O •. :.: : Survey Date: June 8, 2015 Weather Conditions: Partly Cloudy 86 f Core Locations -O Roof Area HVAC on Curbs or Equipments Stands -0 PD Internal Vertical Drains -® Roof Hatch -® Roof Area C A B C D A B C D E F G H I J K L M N O P Q R S T U A B C D E F 37' 5' 55' 1 9 7 1@ 5 7 X4 Roof Area 86 3' 1 6 5 7 8 6 7 2 8 7w 5 010 X3 Roof Area C D 10 240 7 2 5 6 5 506 7 3 8 7 5 P X2 I 7 8 27. 3 37 7 8 7 6666 6 37 4 5 6 5 P X1 'i 196' 7 9 4 330 16 11 s 6 6 5 6 4 9 0 1 10 11 ®3 8 P P P P POP P P 14 14 15 15 5 7® 7 7 8 5 17 7 6 s 119 6 6®6 12 2 6 6 50 7�6 6 5 5 5 6� 4 8 4 5 6 7 6 9�6 5 5 6 22' 5 6 28 Roof Area F 7 6 70 5 11 3 37' 6 6 5 5 5 5 6 5 5 5 5 6 6 6 7 6 6 6 6 6 5 37' 7 7 6 N 8 6 6 6 10 4 13 6 6 5 4 6 6 5 5 4 4 5 6 5 1605 7 5 4 5 6 8230 6 9 7 5 7 ® 5 7 5 6 4 7 7 5 5 4 5 5 5 5 5 3 8 6 7 6 5 6 9 s10 13' 10 6 7 1@ 6 6 67' 2' 9 7 8 7 7 7 2' 70' 10 14 11 8 6 7 11 60' 3- 12 91@ 7 6 11 Project: 13 1 10 1409 111 Barry University Health &Sports Center 11300 NE 2nd Avenue Roof Area B Miami Shores, Florida Certificate of Calibration # KELC-310172 Kimball Electronic Laboratory, Inc. Precision Measurement Equipment Specialists Purchase Order# KIMBALL. ELECTRONIC LABORATORY, INC A. TOMASSI ROOF TESTING, INC. 8081 W 21 LANE 5451 NW 24 STREET HIALEAH, FL. 33016 #3 ment111frallatr Li 1. - { MARGATE FL 33063 Description: OVEN Manufacturer: QUINCY Cal Date: 20-Mar-15 Model Number: 30GC Cal. Due Date: 20-Jun-15 Part Number: 30GC Cal. Interval: 3 MONTHS Range: VARIOUS Received: IN TOLERANCE Calibration Result: PASS Serial Number: 40694SL Environmental Conditions: 77 DEG F / 36 % RH Customer I.D.: N/A Performed By: ELIU Cust. Barcode: N/A LAGO Cust. Dept.: N/A Procedure: SYN1504 Specifications: MANUFACTURERS Cal Location: ON-SITE This is to certify that the above listed instrument meets or exceeds all specifications as stated in the referenced procedure at the points tested(unless otherwise noted).It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology(NIST):or to NIST accepted intrinsic standards of measurement,or derived by the ratio type of self-calibration techniques.This calibration is in accordance with Kimball Electronic Laboratory,Inc Quality Assurance Manual.KELI's Quality system is A2LA-Accredited to ISO/IEC-17025:2005 and compliant with MIL-STD-45662A and ANSI/NCSL Z540.3-2006.TURS when applicable are greater than or equal IG141;with expanded uncertainty used to calculate the Test Uncertainty Ratio,with a coverage factor of K=2 at a confidence level of approximately 95%,unless otherwise noted. • • Any number of factors may cause the calibration item to drift out of calibration before the recommended interval has expired. : .0. •••• •••••• THIS UNIT WAS FOUND TO BE IN TOLERANCE AT THE TIME OF CALIBRATION. ...:.. • PERFORMED ROUTINE CAL. NO ADJUSTMENTS REQUIRED •••• ••••' .•.. . ..... .•.... . ... ..... .. .• .. . .....• s at*U"d To ICaCibrate lRquipmenI Company I.D. Manufacturer Model/PN Description Serial Number Last Cal. ••Cal:Due Date KIM001 1202 GENERIC VC97 DIGITAL MULTIMETER 9946224 24-Jul-14 31-Jul-15 Certified by: Quality Assurance: _ ELIU � JAVIER LAGO 2.0-Mar-15 12:14:05 PM BALCEIRC 20-Mar-15 12:14:44 PM This report may not be reproduced,except in full, unless permission for the publication of an approved abstract is obtained in writing from KELI Labs., Inc. Kimball Electronic Laboratory, Inc. - 8081 W. 21st Lane - Hialeah, FL. 33016 Tel: 305-822-5792 - Toll Free 800-393-1094 - Fax: 305-362-3125 - Web: www.kelilabs.com Page"1 of 1 • Certificate of Calibration ## KELC-310176 Kimball Electronic Laboratory, Inc. Precision Measurement Equipment Specialists Purchase Order# ft Illl KIMBALL, ELECTRONIC LABORATORY, INC A. TOMASSI ROOF TESTING, INC. 8081 W 21 LANE 5451 NW 24 STREET HIALEAH, FL. 33016 #3 E.r'ui �.;: ±1 , `. .-... •>, fE =' 1 MARGATE FL 33063 Description: DIGITAL SCALE Manufacturer: ACCULAB Cal Date: 20-Mar-15 Cal. Due Date: 20-Jun-15 Model Number: ALC-2100.2 Part Number. ALC-2100.2 Cal. Interval: 3 MONTHS Range: 0-2100 GRAMS Received: IN TOLERANCE Calibration Result: PASS Serial Number: 19250514 Environmental Conditions: 77 DEG F / 36 % RH Customer I.D.: N/A Performed By: ELIU Cust. Barcode: N/A LAGO Cust. Dept.: N/A Procedure: SYN141 _ Specifications: +/-.02 GRAMS Cal Location: ON-SITE This is to oertify that the above fisted instrument meets or exceeds all specifications as stated in the referenced procedure at the points tested(unless otherwise noted).it has been calibrated using measurement standards traceable to the National Institute of Standards and Technology(NIST),or to NIST accepted intrinsic standards of measurement,or derived by the ratio type of self-calibration techniques.This calibration is in accordance with Kimball Electronic Laboratory,Inc Quality Assurance Manual.KELI's Quality system is A21-A-Accredited to ISO/IEC-17025:2005 and compliant with MIL-STD-45662A and ANSI/NCSL Z540.3-2006.TURS when applicable are greater than or equal 1o4:1;with expanded uncertainty used to calculate the Test Uncertainty Ratio,with a coverage factor of K=2 at a confidence level of approximately 95%,unless otherwise noted. • Any number of factors may cause the calibration item to drift out of calibration before the recommended interval has expired. ••• •••• ••••;• ms s r • • • • THIS UNIT WAS FOUND TO BE IN TOLERANCE AT THE TIME OF CALIBRATION. •••;•• • PERFORMED ROUTINE CAL. NO ADJUSTMENTS REQUIRED •••••• ...... . ... ..... • Company I.D. Manufacturer Model/PN Description Serial Number Last Cal. •• ,`"Due Date KIM001 970 RICE LAKE 1G-1KG WEIGHT SET N/A 02-Dec-14 31-Dec-15 Certified by: — Quality Assurance: ELIU �� JAVIER LAGO 20-Mar-15 12:16:49 PM BALCEIRO 20-Mar-15 12:17:08 PM This report may not be reproduced,except in full,unless permission for the publication of an approved abstract is obtained in writing from KELI Labs., Inc. Kimball Electronic Laboratory, Inc. - 8081 W. 21st Lane Hialeah, FL. 33016 Tel 305-822-5792 - Toll Free 800-393-1094 Fax 305-362-3125 - Web www.kelilabs.co. m tg all!A +S a ::, � � ® 1 144-6. Asbestos Business License # ZA0000218 Mold Asbestos Surveys & Removal * Phase 1 Environmental Assessment * Air Monitoring & Analysis June 1, 2015 Bob Todd Best Roofing, Inc. 1600 N.E. 12 Terrace Fort Lauderdale, FI. 33305 RE: Barry University/ Health &Sport Center REPORT# FL15-0427RAS 11300 NE 2 Avenue Miami Shores, Florida Dear Mr. Todd : Pursuant to your request and our agreement, ETS Environment, Inc. has performed an Asbestos Roof Survey on May 26, 2015 at the above referenced facility. SURVEY LIMITATIONS This inspection report is the result of a diligent search of the facility for asbestos contaximagg roofing materials (ACRM). All analyzed samples were readily available to o x surveym--IT ••••:• in the course of a renovation or demolition activity, additional suspect mWerbls beCOdte '. exposed, all activities should immediately cease and the suspect mater1Af Wought tuout :" attention for evaluation and recommendation(s) if necessary. The scope of f jis mspectign :••••: to perform a survey of roof surfacing materials for suspect ACM. TherefarA only r fdfflg 66:969 material was sampled and all other building material is NOT included aq:this inspectkm *Goes survey report. •• •• �' ' """ :so:*: so LABORATORY METHODS 0000.. 0 0 . :0000: .. 0000 Each sample was returned to the laboratory at ETS Environment,Inc., logged, and stored for analysis. All analyses were performed using the Polarized Light Microscope (PLM) Method 40 CFR Ch.1, Pt. 763, Subt. F, App. A Pgs. 293-299, 1-1-87 ed.; (Polarized light microscopy in conjunction with dispersion staining). The scope of our investigation consisted of the following: * Seventeen (17) random locations of roof system materials were chosen by our Certified Technician to secure as bulk samples for analysis. * Samples for asbestos analysis were taken on any visibly potential Asbestos Containing Materials (ACM). Samples were placed in plastic bags and labeled for further analysis. * All secured bulk samples were analyzed by Polarized Light Microscopy to verify asbestos content. * Preparation of final report 12334 73 COURT NORTR, ROSAL PATH HRACH, FE. 33412 (954)236-0053 (561)333-0624 FAX (561)333-0689 1 SITE DESCRIPTION The roof of sections B, C, D, and F are built-up bitumen with a granulated surface and section E is covered with gravel. There is a parapet wall and a drip edge along the perimeter of each section. There is flashing present at the parapet wall. The total roof area surveyed occupies approximately 30,265 S.F.. CONCLUSIONS Based on our survey and bulk sample analysis, it was evident that NO asbestos fibers were found in any of the samples taken. CLOSING REMARKS ETS Environment,Inc.greatly appreciates the opportunity to provide quality environmental services at a reasonable cost. It has been a pleasure working with you and we look forward to doing so in the near future. Should you have any questions or comments, please do not hesitate to call. 0000 Respectfully submitted • 0000 0000.. ETS Environment, I .. 0000 0 0000.. .. . .0000. 0000.. 0000.. Dennis Emerson I.H. "" 0000.. :..000 AHERA Inspector Certificate No. 159213 ••• 0000.. . ... 00000 ZA#0000218 ' .. .. .. . 0000.4 0000.. • . 000000 .. 0000 00 a I hereby certify that the Roof Asbestos Survey conducted on May 26, 2015, at the Barry University / Health&Sport Center, 11300 NE 2 Avenue, Miami Shores, Florida,was performed by Dennis Emerson, an E.P.A. Accredited A.H.E.R.A. Inspector utilizing the Code of the Federal Regulation Standards, 40 C.F.R., Part 763, Subpart E, Section 763.80-763.99 and the State Asbestos Regulations, Florida Statues 469.003. Reviewed by: Bruce Marchette, C.I.H. Date Florida Certified Licensed Asbestos Consultant No. IA0000041 L141xy/N 5p04 C ice.;.004", Ft ETS ENVIRONMENT,INC. 2 TS E4401V�/W* 1 • BULK SAMPLE TRANSMITTAL FORM Client Name : Best Roofing, Inc. Project Name : Barry University/ Health &Sport Center 11300 NE 2 Avenue Miami Shores, Florida Report Number: FL15-0427RAS Date Collected: 05/26/15 Sample# Location of Sample Description Condition Asbestos 1 Section B Parapet Wall Flashing F.C. NAD 2 Section C Parapet Wall Flashing F.C. NAD 3 Section D Parapet Wall Flashing F.C. NAD 4 Section F Parapet Wall Flashing F.C. NAD 5 Section E Parapet Wall Flashing F.C. NAD 6 Section B Field Membrane F.C. NAD 7 Section B Field Membrane F.C. NAD 8 Section C Field Membrane • *,,so• NA©•••, 9 Section C Field Membrane ...F.G. •• NAD••• 10 Section C Field Membrane ..E.C. NAp 11 Section D Field Membrane NA•:*!**- 12 Section F Field Membrane F-C. NA[S 13 Section E Field Membrane F.0. NAD•••• 14 Section E Field Membrane �001~.�. ••• NAIJ'*• 15 Section E Field Membrane F.C. NAD 16 Section E Field Membrane F.C. NAD 17 Section E Field Membrane F.C. NAD Sampled By:Dennis Emerson NAD-NO ASBESTOS DETECTED SAMPLE CONDITION CODES G.C.Good Condition F.C.Fair Condition P.C.Poor Condition P.D Physical Damage W.D.Water Damage F Friable N.F.Non-Friable H.Con.High Contrast M.Con.Moderate Contrast L.Con.Low Contrast 3 I TS 12334 73 Court North W.P.B., Florida 33412 Project: Barry University/Health &Sport Center (954)236-0053 Lab Code : 0321 REPORT OF BULK SAMPLE ANALYSIS Sample Anal. Sample Item Description Asbestos Percentage Percentage&Type Non- Percentage Number Init. &Type Identified Asbestos Fibers Non-Fiber Mat. 1 DKE Flashing NAD 3-5 Fiberglass 85-90 Matrix 7-10 Cellulose 2 DKE Flashing NAD 3-5 Fiberglass 85-90 Matrix 7-10 Cellulose 3 DKE Flashing NAD 3-5 Fiberglass 85-90 Matrix 7-10 Cellulose 4 DKE Flashing NAD 3-5 Fiberglass 85-90 Matrix 7-10 Cellulose 5 DKE Flashing NAD 5-7 Fiberglass 85-90 Matrix 5-8 Cellulose 6 DKE Membrane NAD 12-15 Fiberglass 65-70 Matrix 18-20 Cellulose 7 DKE Membrane NAD 12-15 Fiberglass 65-70 Matrix 18-20 Cellulose 8 DKE Membrane NAD 12-15 Fiberglass 65-70 Matrix •• •• •• 18-20 Cellulose 9 DKE MembraneR1AD : 12-15 Fiberglass 65-70 Matrix .. .. .. . . . .. 18-20 Cellulose 10 DKE Membrane • •• NQD .. 12-15 Fiberglass 65-70 Matrix . . . . . . . . . . ... . ... . .. . N.A.D. = No Asbestos Detected Dennis Emerson I.H. Microscopist ••• ••• • • •• •• • • • •• •• 4 TS 12334 73 Court North W.P.B., Florida 33412 Project: DCOTA Building#A (954)236-0053 Lab Code : 0321 REPORT OF BULK SAMPLE ANALYSIS Sample Anal. Sample Item Description Asbestos Percentage Percentage&Type Non- Percentage Number Init. &Type Identified Asbestos Fibers Non-Fiber Mat. 11 DKE Membrane NAD 12-15 Fiberglass 65-70 Matrix 18-20 Cellulose 12 DKE Membrane NAD 12-15 Fiberglass 65-70 Matrix 18-20 Cellulose 13 DKE Membrane NAD 15-17 Fiberglass 55-65 Matrix 20-28 Cellulose 14 DKE Membrane NAD 15-17 Fiberglass 55-65 Matrix 20-28 Cellulose 15 DKE Membrane NAD 15-17 Fiberglass 55-65 Matrix 20-28 Cellulose 16 DKE Membrane NAD 15-17 Fiberglass 55-65 Matrix 20-28 Cellulose 17 DKE Membrane NAD 15-17 Fiberglass 55-65 Matrix 20-28 Cellulose . • . . • • . 9:9 . . . . •. . . . . . . • • • • • N.A.D. = No Asbestos Detected • Dennis Emerson I.H. .. % . .. . . .. . . •• • Microscopist . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . S Owner's Notification Form HVHZ 2010 MIAM�4A►DE�`� "Delivering Excellence Every Day" 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 item has been explained. 1.Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) 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 part of the agreement between the owner and the contractor. 2.Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). F3. Common roofs: Common roofs are those which have no visible delineation between neighboring nitsi.e. townhouses, condominiums, etc.). In buildings with common roofs,the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 0000 4.Exposed ceilings: Exposed, open beam ceilings are where the underside of'the r4l'0de'cking can Re .. 0000 viewed from below. The owner may wish to maintain the architectural appearance; therefore,*rc *RAg nail..:% penetrations of the underside of the decking may not be acceptable. The owner provkL4 the option of see maintaining this appearance. 0 00000...a :0 0 0:0 • . 0000. 5. Ponding water: The current roof system and/or deck of the building M 0.0• drain 0lj and 000000 cause water to pond(accumulate) in low-lying areas of the roof. Ponding can be m indioation of structural •; distress and may require the review of a professional structural engineer. Ponding may sliorten."life "'0'• expectancy and performance of the new roofing system. Ponding conditions may 4131.be rvide%iwt l theiMgUal roofing system is removed. Ponding conditions should be corrected. 04,00 • 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance witAi the requirements 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 interior of the structural assembly(the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida-licensed engineer or registered architect to eliminate the attic venting, venting shall nol be required. Owner's/Agent's Signature: Date: Contractor's Signature: Permit Number: Property Address: 111300 NE 2 Aven4,,hik Building, Miami Shores 77] A. TOMASSI ROOF TESTING, INc. MW J Testing * Management* Design Specifications*Litigation*Quality Assurance*Consulting September 29a', 2015 File# 1454-15 Mr. Bob Todd Best Roofing, Inc. 1600 NE 12a'Terrace Fort Lauderdale, Florida 33305 Re: Roof Moisture Survey(TAS-126) Health& Sports Center,Roof-E Barry University 11300 NE 2nd Avenue Miami Shores, Florida 0.000. 0000.. Dear Mr. Todd, •••••• •••• ••,••• 0000.. 0000.. 0000 . . As per your request, we have performed the enclosed roof moisture slinw at the'::::' 00:064, above referenced site. : •"• 0000 0000 0000.. • • The purpose of this examination was to assist with locating moisture intrusion o*,.:. 0090:0 No other warranties are expressed or implied. It was my pleasure workinewith ybu on :9660: 000 .. 0 this project. • • Please contact me if you have any questions regarding this report. Sincerely, kSCO repot review Tom si DOm C Q-A Manager& Certified Lab Contact AR0010248 5451 NW 24th Street, Margate Fl. 33063 - Tel. 954-979-1180 Fax. 954-979- 1182 Metro-Dade County NOA—Testing Agency Certification#12-0710.03 Revises#03-0317.03 Health&Sports Center,Roof Section-E Barry University 11300 NE 2"d Avenue Miami Shores,Florida ROOF CONSTRUCTION—SECTION-E: The tested flat roof system consisted of a gravel surfaced, asphalt applied, built up roof system installed over approximately 1 3/4"thick polyisocyanurate insulation. The decking is steel. Granular Surfaced BUR Polyisocyanurate Ins. Steel Deck METHOD: A roof moisture test in accordance with the Florida Building Code, Testing Application Standard TAS — 126 impedance testing was performed. Core samples were taken at several intervals, including the high and low reading sites. The Core samples were gravimetrically tested to determine 0000.. the percentage of moisture contained in each sample. ••. • .. 0000 • 0000.. 0000 0000.. 0000.. 0000.. GRAVIMETRIC ANALYSIS : •••• •••• ' The core samples were placed in air tight containers at the job sight, transported to our o�Le • 0000. . .. 0000. laboratory facility, weighed as a wet sample, then oven dried for 24 hqW%.At 230'Fes.!Mien ...... . reweighed as a dry sample. The percentage of moisture was then calculated. ;••;•; •. . . 0 . 0000.. 0000.. . . 0 . . 0000.. .. 0000 0 Page-2 Health&Sports Center,Roof Section-E Barry University 11300 NE 2nd Avenue Miami Shores,Florida Chart A Gravimetric Core Analysis Sample I D-C=Core Core Sample Composition Percent of moisture ROOF SECTION-E C-1 reading =4 Gravel Surfaced BUR Membrane Sample .08 % C-1 Location F-2 Pol isoc anurate Ins. Sample 1.71 % C-2 reading = 8 Gravel Surfaced BUR Membrane Sample .79 % C-2 Location K-.13 Pol isoc anurate&Perlite Ins. Sample 5.23 % C-3 reading = 14 Gravel Surfaced BUR Membrane Sample 1.85 % C-3 Location A-7 Pol isoc anurate Ins. Sample 5.67 % RED =High Moisture CONCLUSION: The Florida Building Code sets an allowable maximum limit of moisture in the roof system as 5 % in the roof membrane, and 8% in the rigid board commercially manufactured insulation. Based on the results of the moisture readings & gravimetric core analysis, highs moisture' 1jfelt:Were uQt:... detected in the existing roof system membrane or insulation system at the time of thls alottture:�, 6 669.66 6666 0060.. Higher readings were determined to be caused by a slight rise in moisture conte'tit6tltTlt did not lexceed t1w...: ee maximum allowable moisture levels in accordance with the Florida Building Code. .• ••• •• •• 6 • 6666 6666 60096 See attached roof graph for additional information. •• •• •••• ••••;• 6666.. 6666.. • . . 6666.. .. 6666 Page-3 A B C D E F G H I J K L 1 11 4 4 4 5 5 5 7 5 6 4 4 2 8 5 4 5 5 405 4 4 6 5 6 3 8 5 5 5 5 4 4 5 5 5 5 7 4 7 4 4 7 5 5 6 5 6 5 5 7 5 14 4 5 5 5 5 4 6 4 7 6 11 4 5 5 5 6 6 4 7 5 4 6 7 1405 4 5 5 5 6 4 6 5 4 7 8 7 5 5 5 5 6 I&D5 6 4 4 4 7 129 9 6 5 6 5 5 5 5 5 5 4 7 8 10 8 5 6 5 4 6 3 5 6 4 5 8 11 8 5 5 5 4 4 5 K 5 4 10 12 7 5 6 7 4 5 5 5 5 5 5 6 13 7 6 4 4 5 5 5 5 5 6 806 14 8 4 6 5 7 7 5 5 7 5 5 12 —► N 119, MOISTURE SURVEY READINGS 10'X 10' GRID PATTERN MAXIMUM • ALL DIMENSIONS ARE APPROXIMATE .. . sees All blue shaded areas represent areas of high moisture level'•© *see "•e'• . sees.. sees sees . . High moisture levels were not detected at the time of this survey •••••• ••••• 00.00. . .. .000. Survey Date: September 28, 2015 • .. .0 sees 0..0.. Weather Conditions: Sunny 92 f ••e•e• •• . . • . . . . sees.. sees.. Core Locations - 0 .. .8 :0s ••e••• 00 0 HVAC on Curbs or Equipment Stands - ❑ Project: Barry University- Section E Health & Sports Center 11300 NE 2nd Avenue Miami Shores, Florida 33161 Certificate of Calibration # KELC-341061 Kimball Electronic Laboratory, Inc. Precision Measurement Equipment Specialists Purchase Order# Itith or: . KIMBALL ELECTRONIC LABORATORY, INC A. TOMASSI ROOF TESTING, INC. 8081 W 21 LANE 5451 NW 24 STREET HIALEAH, FL. 33016 #3 Eft�t; IitEti" " , „” ATQ-5134 MARGATE FL 33063 Description: OVEN Manufacturer: QUINCY Cal Date: 18-Sep-15 Model Number: 30GC Cal. Due Date: 18-Dec-15 Part Number: 30GC Cal. Interval: 3 MONTHS Range: VARIOUS Received: IN TOLERANCE Calibration Result: PASS Serial Number: 40694SL Environmental Conditions: 80 DEG F / 60 % RH Customer I.D.: N/A Performed By: CHRISTOPHER Cust. Barcode: N/A ELIZONDO Cust. Dept.: N/A Procedure: SYN 1504 Specifications: MANUFACTURERS Cal Location: ON-SITE This is to certify that the above listed instrument meets or exceeds all specifications as stated in the referenced procedure at the points tested(unless otherwise noted).It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology(NIST),or to NIST accepted intrinsic standards of measurement,or derived by the ratio type of self-calibration techniques.This calibration is in accordance with Kimball Electronic Laboratory,Inc Quality Assurance Manual.KELI's Quality system is A2LA-Accredited to ISO/IEC-17025:2005 and compliant with MIL-STD-45662A and ANSI/NCSL Z540.3-2006.TURS when applicable are greater than or equal to 4:1:with expanded uncertainty used to calculate the Test Uncertainty Ratio,with a coverage factor of K=2 at a confidence level of approximately 95%.unless otherwise noted Any number of factors may cause the calibration item to drift out of calibration before the recommended interval has expired. C��11i3ft� .......... . THIS UNIT WAS FOUND TO BE IN TOLERANCE AT THE TIME OF CALIBRATION. PERFORMED ROUTINE CAL. NO ADJUSTMENTS REQUIRED Statidarids(boo 10 0a itt* =E'u1pmant +• ++•• • Company I.D. Manufacturer Model/PN Description Serial Number 0 P-36t Cal. Cal. Due Data KIM001 10B027 OMEGA CL23A TEMPERATURE CALIBRATOR T-259777 •••03 Dec-14'•:• 3'1-Dec-1.% • •... ..•. . .. •..... • .. .+..• •• •• •••• •••••• • • • • • • • • • •••••• so 0 Certified by: Quality Assurance: _ CHRISTOPHER :'ER ELIZONDG in-Sep-1. ._. PM BALLE1R,, l-Sep-i5 _:i_:39 PM This report may not be reproduced,except in full, unless permission for the publication of an approved abstract is obtained in writing from KELI Labs., Inc. Kimball Electronic Laboratory, Inc. - 8081 W. 21st Lane - Hialeah, FL. 33016 Tel: 305-822-5792 - Toll Free: 800-393-1094 - Fax: 305-362-3125 - Web: www.kelilabs.com Certificate of Calibration ` # KELC-341070 Kimball Electronic Laboratory, Inc. Precision Measurement Equipment Specialists Purchase Order# KIMBALL ELECTRONIC LABORATORY, INC A. TOMASSI ROOF TESTING, INC. 8081 W 21 LANE 5451 NW 24 STREET HIALEAH, FL. 33016 #3 "f1<PM11>r 1,010 t Won KEL1 4k11r Ka-12M MARGATE FL 33063 Description: DIGITAL SCALE Manufacturer: ACCULAB Cal Date: 18-Sep-15 Model Number: ALC-2100.2 Cal. Due Date: 18-Dec-15 Part Number: ALC-2100.2 Cal. Interval: 3 MONTHS Range: 0-2100 GRAMS Received: IN TOLERANCE Calibration Result: PASS Serial Number: 19250514 Environmental Conditions: 80 DEG F / 60 % RH Customer I.D.: N/A Performed By: CHRISTOPHER Cust. Barcode: N/A ELIZONDO Cust. Dept.: N/A Procedure: SYN141 Specifications: +/- .02 GRAMS Cal Location: ON-SITE This is to certify that the above listed instrument meets or exceeds all specifications as stated in the referenced procedure at the points tested(unless otherwise noted) It has been calibrated using measurement standards traceable to the National Institute of Standards and Technology(NIST),or to NIST accepted intrinsic standards of measurement,or derived by the ratio type of self-calibration techniques.This calibration is in accordance with Kimball Electronic Laboratory,Inc Quality Assurance Manual.KELI's Quality system is A2LA-Accredited to ISO/IEC-17025:2005 and compliant with MIL-STD-45662A and ANSI/NCSL Z540.3-2006.TURS when applicable are greater than or equal to 4:1;with expanded uncertainty used to calculate the Test Uncertainty Ratio,with a coverage factor of K=2 at a confidence level of approximately 95%,unless otherwise noted. Any number of factors may cause the calibration item to drift out of calibration before the recommended interval has expired. j", ; THIS UNIT WAS FOUND TO BE INTOLERANCE AT THE TIME OF CALIBRATION. PERFORMED ROUTINE CAL. NO ADJUSTMENTS REQUIRED •••••• 0*9 Company I.D. Manufacturer Model/PN Description Serial Number"•6VCal. Cal. Due SaVeo: KIM001 970 RICE LAKE 1G-1 KG WEIGHT SET N/A •::01-Dec-14,:,•91-Dec-j�.,,' • •.•••• . .• ••••• • • • • • •••••• • • • • • •• Certified by: Quality Assurance: CHRISTOPHER ?AVIER ELIZONDO 18-Sep-15 7-:37 PM BALCEIRO 21-Sep-15 2:22:59 PM This report may not be reproduced,except in full, unless permission for the publication of an approved abstract is obtained in writing from KELI Labs., Inc Kimball Electronic Laboratory, Inc. - 8081 W. 21st Lane - Hialeah, FL. 33016 Tel: 305-822-5792 - Toll Free: 800-393-1094 - Fax: 305-362-3125 - Web: www.kelilabs.com Qate Of it3stte: Page#