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RF-15-1973 ,„ 40 Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204 •'` Peift'�ltu `„�PIOY�f �ioRiop` _F Expiration: 02/2912016 �.0 Project Address Parcel Number Applicant 11300 NE 2 Avenue Number: Thompson Hall 1121360010160-02 BARRY UNIVERSITY INC Miami Shores, FL 33138-0000 Block: Lot: Owner Information Address Phone Cell BARRY UNIVERSITY 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: $ 30,150.00 CROWTHER ROOFING AND SHEET M (561)624-9400 .... - _ ._.. Total Sq Feet: 1260 Type of Work:Repair Available Inspections: Additional Info:REMOVE AND DISPOSE OF THE EXISTING Inspection Type: Classification:Commercial Scanning:3 Tin Cap Final Roof Roof in Progress Renailing Affidavit Review Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-8-15-56609 CCF $18.60 DBPR Fee $4.13 08/06/2015 Check#:27441 $ 100.00 $741.86 DCA Fee $4.13 09/02/2015 Check#:27775 $741.86 $0.00 Education Surcharge $6.20 Bond#:2828 Permit Fee-New Roof $275.00 Scanning Fee $9.00 Technology Fee $24.80 Total: $841.86 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing inform ate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the abo na r ctor to do the work stated. September 02, 2015 Authorized Signature:Owner / Applicantactor / Agent Date Building Department Copy September 02,2015 1 e Miami Shores Villa *71ge g Building Department �u� ® � zo'� g er 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 •�{ FBC 2014 ry1 BUILDING Master Permit No. 1 ° C'15 -79 PERMIT APPLICATION Sub Permit No. fe--)C— I S — 119 13 ❑BUILDING ❑ ELECTRIC OOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP pp g N� +- CONTRACTOR DRAWINGS JOB ADDRESS: 01(y) KV, Z.t\A P -e.,. '��li)'(ha� Onl AcA11 City: Miami Shores County: Miami Dade zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: G FFE: OWNER:Name(Fee Simple Titleholder):`qq�� af—r t4 Phone#:3rj!s m t Address: \1300y4E af\ Lie, • z City: �10.M 1 ; 6yreS State:- Zip: 3 31 (, 1 Tenant/Lessee Name: Phone#: Email: 11� (r` CONTRACTOR:Company Name: Cr6 wAA)ti(" �C7�1`Cl(�CI Phone#: Gkp 1- Address`-:'-�rJ� loS Air rnw j4 Labp City: yV p i � r State: EL. Zip:'—�3L4--119 n Qualifier Name: Le f- C rd l�+k-e r Phone#:5 (��o a l` I �b 0 State Certification or Registration o-3`[ Certificate of Competency#: N 1 DESIGNER:Architect/Engineer:S1eYlC-6Mrk f QV Phone#.QVSL "- 4-1k0-<�4�1� I Address:'�):D.-i I Sw �5��^ fie!a, 4 City: a\A ee State:FL Zip: 333a Value of Work for this Permit:$ 3b I 1 S-O C3 Square/LinearFootage of Work: jT�,C� Type of Work: F-1Addition El Alteration El New U Repair/Replace ❑ Demolition Description of Work: >n I\evv MMA I O t E' ROo QUI ,J r 6� exr qC A \%A-0�oc�3 .C7'7 n 55 t6' 'i y Specify color of color thru tile: r�qq Submittal Fee$ Permit Fee$ 0;:ZN CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ , a TOTAL FEE NOW DUE$ 2-4 P (Revised02/24/2014) --� 4( , Cj G S 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$2500,the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 1/ ;12/� Signature Signature 4 0, 4, OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing Instrument�.7was acknowledged before me this day of_ � 20 IS byi_day of 0' 1Z 20 (� by SOUk P05R L., who is personally known to L f e �-E.J (&�o is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sig Sign: _ Print: ' DJetfry J Yao ` Nh commission FF 18B481 Seal: x COMMISSION i FP209028 F.xptma,u,ano,e EXPIRES:MarOh 12,201$ ` www,AARONNoTARV.com s*s*s**s***ss***#***s***s**s**s** sss*ss*ss*ss*s*s*ss*sss*s*ssssssssssss*sss*sss**ss*rsss*ss*s**asss******ss APPROVED BY k' Plans Examiner Zoning Structural Review Clerk (Rev!0 02/24/2014) Jun. 12. 2015 10:41AM Crowther Roofing & _Sheet No. 1051 P. 2 t RICK SCO-TT GOVERNOR KEN LAWSON,SECRE"T"ARY v STATE 01?FLORIDA DEPARTMENT OF BUSINESS AN6'pROFE.$S1ONAL REGULATION CONSTRUCTION.iN DUSTRY LICENSIN9 BOARD Z - cccoaeaaz The ROOFING.CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date; AUG 31,2018 CRowtHrmR, LEE.S CROWTHER ROOFINGANDII'iLET METAL OF FLORIDA INC• 2543 ROCKFILL.ROAD;'.' FORT MYERS FL�S'916 ISSUED: 07/14/2014 DISPLAY AS REQUIRED BY LAW SEo# L1407140000791 ,As Coo*& LEE COUNTY LOCAL BUSINESS TAX RECEIPT 2014 -2015 Tax "Ator ACCOUNT NUMBER: 9002766 ACCOUNT EXPIRES SEPTEMBER 30; 2015 '%4 of May engage In the business of, CEFITIFIED ROOFING CONTRACTOR Location 2501 ROCKFILL RD FT MYEFIS FL 35918 TAIS LOCAL BUSINESS TAX RECEIPT IS NON REGULATORY CROWTHER ROOFING&SHEET METAL OF FL INC CROWTHER LEE S THIS IS NOT A BILL-DO NOT PAY 2501 ROCKFILL RD FT MYERS FL 33918 PAID 358221,190-4 07/101201404:06 WEB $50.00 CITY OF FORT MYERS FLORIDA "yb Business Tax R®ce..r.pt ' 2014 ft 22015 i 2601 ROOKFILL RD CROWTHE..R;LEE.,S E3usln0se Tax#: BUS2006-52078 � le re ' Tre ere�d� business, r'. 1!�sslon oI^.ocCu ki61i aif: (;(�,,�' TR,4CTOR-SLIB RUILDIMSPE�CIAMTY ALCOHOL SALES PERN11Tr NO N�?Mt�@ABED: NO Owner,CROWTHER,R6,Q):I.N0,&•SHEETMSTAL2501 ROCKFIL.LRD.,FTMYLRSFL33896 - i *Au►y Yioiotlon 0 Applie.ablo phitpter bf the City Code.OP Ordinances will cancel and nuiilrr'thls..recetpt ,4�40Ro� CERTIFICATE OF LIABILITY INSURANCE page 1 of 2 F�A 06TE /29%20 5 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(les)must be endorsed. If SUBROGATION IS WAIVED,subject to theterms 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 endorsement(s). PRODUCER CONTACT Willie of Illinois, Inc. PHONE 877_945-7378 FAX 888-467-2378 c/o 26 Century Blvd. E-MAIL TN3 P. O. Box 305191 certificates@willis.com Nashville, TN 37230-5191 INSURER(S)AFFORDING COVERAGE NAIC# INSURER& Illinois National Insurance Company 23817-001 INSURED Crowther Roofing and Sheet Metal of Florida Inc. INSURERS: Illinois Union Insurance Company 27960-000 2543 Rockfill Rd. INSURERC:National union Fire Insurance Co.of Pitts 19445-001 Ft. Myers, FL 33916 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:23307290 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 TYPEOFINSURANCE DL SUB POLICY NUMBER POLICY EFF POLICYEXPITR LIMBS A X COMMERCIAL GENERAL LIABILITY y Y GL2449506 /1/2015 7/1/2016 EACH OCCURRENCE $ 2,000,000 ppppMMppGEE77 aocc urence) $ 100.000 CLAIMS-MADE X OCCUR PREMISE;W.I MED EXP(Anyone person) $ 10,000 PERSONAL&ADV INJURY $ 2,000,000 GENI AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ 2,000,000 POLICY PRC —] LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ A AUTOMOBILE LIABILITY y CA3506358 /1/2015 7/1/2016 FeaBcidentjlNGLELIMIT $ 2,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNEDSCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS (Peraccident) $ B X UMSRELLAUABX OCCUR AUC 3808442-11 /1/2015 7/1/2016 EACH OCCURRENCE $ 5.0 0 000 EXCESS LIAR CLAIMS-MADE AGGREGATE $ 5,000,000 DED I RETENTION$ 1 $ C WORKERS COMPENSATION Y WC015883712 /1/2015 7/1/2016 XER JTF OTH- ANDEMPLOYERS'LIABIUTY Y/N STATI _R ANY PROPRIETOR/PARTNER/EXECUTIVE[�] NIA E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? IMandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 fyes,describe under DESCRIPTIONOFOPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additonal Remarks Schedule,may be attached Hmore space is required) Job: FL Contractors License CCC039822; Barry University Miami Shores Villages is an Additional Insured pertaining to General Liability and Auto Liability policies with respect to liability arising out of the Named Insured's operations on the referenced job. Professional services for architects, engineers, consultants, etc., are excluded. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Villages AUTHORIZED REPRESENTATIVE Attn: Building Department 10050 NE 2 Ave Miami, FL 33138 Coll:4718218 Tpl:1971177 Cert:23307290 (Fl-9-88-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD MIAMMDADE - j o Florida Department of Department of Regulatory and Economic Resources Environmental Protection Environmental Resources Management 10 A 701 NW 1st Court,2nd Floor Division of Air Resource Management Miami,Florida 33136-3912 NOTICE OF DEMOLITION OR ASBESTOS RENOVATION T:305-372-6925 Fax:305-372-6954 miamidade.gov TYPE OF NOTICE (CHECK ONE ONLY) 0 ORIGINAL ❑ REVISED ❑ CANCELLATION ❑ COURTESY TYPE OF PROJECT (CHECK ONE ONLY) ❑ DEMOLITION ❑ RENOVATION 0 ROOFING IF DEMOLITION,IS IT AN ORDERED DEMOLITION? ❑YES ❑ NO IF RENOV ATION: IS ITAN EMERGENCY RENO NATION OPERATION? El YES ❑ NO File#-A A IS ITA PLANNED RENO VATION OPERATION? ❑YES ❑ NO Process# IVV WL� I. Facility Name Barry University Thompson Hall Cooling Tower Address 11300 NE 2nd Ave City Miami Shores State FL Zip 33161 County Miami Dade Site Thompson Hall Cooling Tower Consultant Inspecting Site Building Size 1200 (Square Feet) #of Floors 1 Building Age in Years Prior Use: Z School/College/University ❑Residence ❑Small Business Other Present Use: ❑✓School/College/University [I Residence El Small Business Other II. FacilityOwner BarryUniversity Phone Address 11300 ne 2nd Ave City Miami Shores State FL Zip 33161 III. Contractor's Name Crowther Roofing and Sheet MEtal of FL Phone 561-624-9400 Address 16865 Assembly Loop City Jupiter State FL Zip 33478 Is the contractor exempt from licensure under section 469.002(4),F .S.? ❑YES ❑✓ NO IV. Scheduled Dates: (Notice must be postmarked 10 working da ys before the project start date) Asbestos Removal(mm/dd/yy)Start:09/24/15 Finish: /25/15 Demo/Renovation(mm/dd/yy)Start:09/24/15 Finish: 11/30/15 V. Description of planned demolition or repo vation work to be performed and methods to be employed,including demolition or renovation techniques to be used and description of affected facility components. Wet Roof system and remove area with hand tools. No saw cutting. Bag and tag the affected area. Place in approved dumpster. Necessary equipment and protective gear included Procedures to be Used(Check All That Apply): Q✓ I Strip and Removal Q✓ I Glove Bag ❑ Bulldozer ❑I Wrecking Ball ✓0 I Wet Method I❑I Dry Method I❑I Explode ❑ Burn Down OTHER: VI. Procedures for Unexpected RACM: same as expected asbestos VII. Asbestos W asteTransporter: Name Waste Management Phone 305-883-7670 Address 9350 nw 89th ave City Medley State FL Zip 33178 VIII. Waste Disposal Site: Name Waste management Address 9350 nw 89th ave City Medley State FL Zip 33178 IX. RACM or ACM: Procedure,including analytical methods,employed to detect the presence of RACM and Category I and II nonfriable ACM. see attached report Amount of RACM or ACM' square feet surfacing material square feet cementitious material linear feet pipe square feet resilient flooring cubic feet of RACM off facility components 100 square feet asphalt roofing "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 the required training has been accomplished by this person will be available for inspection during normal business hours.I have read and understood the additional information provided on the back of this form. L_c"a_S C-0+E- Crb - (Print Name of owner , erator) ,y (Signature of Owner/Operator) (Contact phone#) RER USE ONLY Postmark/Date Receivedpp�� AUG 22 Q5�� 2��0gg15 ID# 16101-158 10/10 DISTRIBUTION: White-RER YefJd^%VG'°PH1R�R�S Id-Reserve • Wo " - � � Q l •.ry. .:.k sir F: '.' s!Y� F.,. AM ll _ .Y f Lie- ■ _ .�1 r ■ 'f ': • - ,�,` Al 5•a :{: � '/." / •:: :{ • '• • is• y �, ■■■■■■■■■■■■■■r■E■■■t■■■■■■■i!■■■■■■E■■■■■■■t■■nEw■e■ww�E■ ■■■tw■!■■!t■t■■■■■■■■■E■!t■■■t■■■t■■■■■■■■■■■■■■L7= ■wEti7G� ■■i■■ww■■■■■■■t■■t■■t■!E■■■■■iE■t■■!■ti■■■t■Ei■C■EtCf■ir■■■ ■■t■i■■■i■■■■■t■■■■■■■■■■■■iE■■1■■■■■ri■■■■■EEEMiwEwEE■hi�M ■■■■■■i■■■■r■■t■■■■■■■■■■■■!■■■t■■■tw■t■■■t■wE■rltwn■aiE■■ ■■■it■■■■■■■■t■■■■tt■tri■■■■■■r■w■■■■■!■■■t■■t■■■■Er■■■■wE ■■■■■■■■ir■■■■■■■■■■■■■■■■■t■!■t■■■■!■■■■t■Ew■■■■■crit■■!■ I I . .. . . . 00 . . . . • .. . . .. . . .. 000 :0 00, 000 000 000 . . . . . . . . . . .. . . .. . . . .0:0 . . fi�rr'"""" (/-tel♦��\+(i . . . ... . . . . . . . . . . . . ... . . .. ... . . Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low SIORed roof System) Fill In Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and identify Manufacturer Attachment — (If a component is not used,identify as"NA") o-A '— System Manufacturer: Soemv �. Field: °oc Q Lap,#Rows @ "oc NOA N0.' I Li -0LdQ`:�1' G 11-1 Perimeter: "oc @Lap,#Rows @ .00 Design Wind Pressures,From RAS 128 or Calculations: Comer: "cc @ Lap,#Rows_@ "oc — Gr Pmax1: � _I Pmax2: 0 °0( Pmax3. Number of Fasteners Per Insulation Max.Design Pressure,From the Specific(N�OA Board System: 043-JL.`.�. q; C�-P LkV y Field: —910 Perimeter 3116 C Comer a�O—c Deck: Type. (`nvNCIllustrate Components Noted and Gauge/Thickness:OA asz c� P S� Details as Appiicable: Slope: �'t�-�l Woodbiocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Anchor/Base Sheet&No.ofPiy(s �' estrip, Base Flashing, Counter- Flashing, Coping, Etc. Anchor/Base Sheet Fastener/Bonding Material: Indicate: Mean Roof Height, Parapet Height, .o-6�� ��kHeight of Base Flashing, Component Material, SL Material Thickness, Fastener 'type, Fastener Insulation Base Layer:��ds @ '� �'S C��'{ct,__ Spacing or Submit Manufacturers Details that e t a Comply with RAS 111 and Chapter 16. Base Insulation Size and Thickness: L4 ,A v,�e Base Insulation Au4acstig1o1 tn3fF6 s�"`ner/Bordng Mgaterial- ,-91a 000 •• 0000:• ° 0r � : -i •® ` •••• Top Insulation Layer: /4O'Av%%-64C • 0 0.0 0 • o tt�°i -*16ep c ••• ,PArapet • • ••••00 Top Insulation Size and Thickness: '� �� Might 00.00• •• • 0000 • • To insulation Fastener/Bonding Material: k4ir.1"%) 18c—'% A a di�s9�csTdc3��ai'���Csiy�n� •• • i 0000 0000•• • • 0000 00000 • • • Base Sheet(s)&No.of Ply(s):t Q6 dt�3�PKe qm� •• • •• • ••••:• 9.• Watielgn 4 • Base Sheet Faeten erlBon ing Material: FI)of . . 0000:0 • • ht : 0000 •0904• Ply Sheet(s)&No.of Ply(s): •• • 000 • • Ply Stet PastenerBonding Material: Top Ply: Taffy Fastener/Bondingg,Mat at: In132`b1 t 11 Surfacing: MIAMI-DARE; MIAMI-DADS 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 the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Soprema Modred Bitumen Roofing Systems over Concrete Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state• and following statement: "Miami-Dade County Product Control Approved",unless other%jse notdd ...• herein. ." • + RENEWAL of this NOA shall be considered after a renewal application has been f11V&*T&there ft been no change in the applicable building code negatively affecting the performance E1 ` roduct. •••• •••• •••• TERMINATION of this NOA will occur after the expiration date or if there has bee%&recision bt...' ••�•• change in the materials,use, and/or manufacture of the product or process.Misuse of N0A as°2":•• •••° endorsement of any product,for sales,advertising or any other purposes shall automatkatly termintt this NOA.Failure to comply with any section of this NOA shall be cause for termina$811:&9 rem oval'of °°° • NOA. •••°•o ADVERTISEMENT: The NOA number preceded by the words Miami-Dade C'oxa�y,:Florida, &Alll • followed by the expiration date may be displayed in advertising literature. If any portion of the N©A 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. 11-0119.04 and consists of pages 1 through 140. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 14-0603.07 Expiration Date: 03/01/16 MIAMI•D-E-� Approval Date: 12/31/14 Page 1 of 140 Membrane Type: SBS Deck Type 31: Concrete Decks,Insulated Deck Description: Min.2500 psi structural concrete or concrete plank System Type A(20): One or more layers of insulation adhered with approved adhesive All General and System Limitations apply. Vapor Barrier: One or two plies of Elastophene SP 2.2,Colphene SP 2.2,Elastophene SP 3.0, Colphene SP 3.0,Sopralene 180 SP 3.0, Sopralene 180 SP 3.5,Colphene 180 SP 3.5, Sopralene 250 SP,torched applied to ASTM D 41 primed concrete deck. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fe ACFoam-II,ACFoam-M,Sopra-180 s,Sopra-180+s,H-Shield,M-Shield,Sopra-ISO r,ENRGY 3,ISO 95+GL,Multi-Max FA-3,Sopra-ISO z(flat or tapered) Minimum 1.5"thick N/A NIA Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fe SECUROCK Gypsum-Fiber Roof Board,DensDeck,DensDeck Prime,DensDeck DuraGuard Overlayment Roof Board Minimum 0.25"thick NIA NIA Note: All insulation shall be adhered in High Velocity°Insulation Adhesive III(RVIA-III),High Velocity®Insulation Adhesive III—Green,High Velocity Insulation Adhesive PG,Duotack, Duotack Neo,Millennium One Step Foamable Adhesive,Millennium One Step Green Foamable Adhesive, Millennium PG-1 Low Viscosity Insulation Adhesive or OlyBond 500 applied in W,to. 3/"wide ribbons spaced 3"o.c. Please refer to Roofing Application lication Standard RAS 177 lerb •�,' insulation attachment. Insulation listed as base layer only shall be used only as base j#yp;%with*t..'.• ....:. second layer of approved top layer insulation installed as the final membrane substro4q.;.. • • Base Sheet: Colvent Flam TG,Colvent Flam 180 TG,Elastophene Flam,Elasto'�'n e Flamm �;;• 2.2,Elastophene Flan,HS,Elastophene SP 2.2,Colphene SP 2.2,;f Zhene SP... ..... 3.0,Colphene SP 3.0,Sopralene Flam 180,Colphene Flam 180, SppUgfle 180'..' ...... SP 3.0, Sopralene 180 SP 3.5,Colphene 180 SP 3.5,Sopralene Flam*264or •, Sopralene 250 SP,torch-applied. Ply Sheet Elastophene Flam,Elastophene Flam 2.2,Elastophene Flam HS,Elg&tbp:Lene SP. ... (Optional): 2.2,Colphene SP 2.2,Elastophene SP 3.0,Colphene SP 3.0,Sopralene Flam 1 ga,•' Colphene Flam 180,Sopralene 180 SP 3.0,Sopralene 180 SP 3.5,Colphene 180 SP 3.5, Sopralene Flam 250 or Sopralene 250 SP,torch-applied. NOA No.:14-0603.0? MAMPDADe coutu-►Y Expiration Date: 03/01/16 e Approval Date: 12/31/14 Page 55 of 140 Membrane: Elastophene Flaw GR,Elastophene Flam FR GR,Elastophene Flam LS FR GR, Elastophene Flam FR+GR,Soprastar Flam, Sopralene Flam 180 GR,Colphene Flam 180 GR, Sopralene Flam 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, Sopralast 50 TV Alu,Sopralene Flam Antirock,torched-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: -187.5 psf. (See General Limitation#9.) 0000 . . 0000 0000.. . . . 000060000 .000.. 0000.. 0000.. .... 0000 . . 0 . . 0 0000 0000 06.00 0000.. 0000 0000. . .. .. 0 0 . 0000.. 00 0000.. . . 0000.. 0000.. . . 0 . 0000.. 00 0 . 000 0 0 . NOA No.:14-0603.07 Mu1unaoecou►arwr Expiration Date: 03/Q1/ib JAPPROVEDI Approval Date: 12/31/14 Page 56 of 140 CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117, calculations shall be signed and sealed by a Florida registered Professional Engineer,Registered Architect, or Registered Roof Consultant. 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 121bs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psf. S. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value,as field- tested,are below 275 lbf.insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based'ori L • . 000.0 060000 minimum fastener resistance value in conjunction with the maximum design value li3tp�mwt�hin a specific 0 system. Should the fastener resistance be less than that required,as determined by tljr.$"iing Cl Wto,a •... • revised fastener spacing,prepared,signed and sealed by a Florida registered Professicm:Engineer, 6 • Registered Architect,or Registered Roof Consultant may be submitted. Said revised h stmner spacimsg all :0 utilize the withdrawal resistance value taken from Testing Application Standards TAS las and calC>'Mions ••;••• in compliance with Roofing Application Standard RAS 117. ...... .... ..... .00 •6 •• • •0060• 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requLre mens of these areas. Fastener densities shall be increased for both insulation and base sheet as calcul$ted•ir:compliancp with •6• Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florid$'ittI tered , Professional Engineer, Registered Architect, or Registered Roof Consultant (Wken lis limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) •• 8. All attachment and sizing of perimeter nailers,metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones(i.e.field, perimeters,and corners).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-0603.07 MIAMI-DARE COUNTY Expiration Date: 03/01/16 Approval Date: 12/31/14 Page 140 of 140 .. . •.. . . . . . . . .. . . . . • . . .. • • •• . . . . . . . . . . • • . • • • • • • �tA"'1 � •• • • . •• ••• .• t (� c t • •.• • • • • •• • t d`��. -`tel ..• S -t- W v up v\C I��` ' ale s . TGFLJ.R19921 -Roofing Systems Page 1 of 20 QL ONLINE CERTIFICATIONS DIRECTORY TGFU.R19921 Roofing Systems Paae Bottom Roofing Systems See General Information for Roofing Systems SOPREMA INC R19921 1675 rue Haggerty Drummondville,QC 32C 5137 CANADA Roofing membranes,including base sheets and cap sheets,for use in combustible(C)or non-combustible(NC)construction for built-up roof coverings detailed below and limited to the Inclines indicated.For membrane applications,see manufacturer's Instructions. "Sopra-ISO a","Sopra-ISO a Tapered","Sopra-ISO+a","Sopra-ISO+a Tapered","Sopra-ISO s","Sopra-ISO+s","Sopra-ISO r","Sopra-ISO r Tapered","Sopra-ISO+r","Sopra-ISO+r Tapered"may be used in any UL certified Insulated roofing system assembly that Incorporates the use of any UL certified polyisocyanurate insulation. "Sopra-ISO"insulation may be used wherever polyisocyanurate insulation is specified. 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. "Resistoboard"is an acceptable alternate to"Sopraboard"In all applicable Classiflcations. MODIFIED BITUMEN ROOFING MEMBRANES Unless otherwise indicated,the roof insulation is mechanically fastened or adhered with hot-roofing asphalt. Modified Sopra G is an acceptable alternate to Sopraglass 40 and Sopraglass 100 base sheets in applicable classifications on non-combustible roof decks. Unless otherwise indicated,SOPRACOLLE membrane cold adhesive may be used as an alternate to hot-mopping asphalt in systems limited to inclines not exceeding 1:8. ,... Unless otherwise indicated,SOPRASPHALT modified asphalt hot-mopping adhesive may be used as an alternate to rot-m eping asphsit�r• •••• • systems limited to inclines not exceeding 1:12. •• • •• • • UL labelled"Insta-Stik"insulation adhesive,dispensed as a nominal 19 mm diameter bead at a rate of 3.3 M/M2 of M?t:d11tn board"a^e used•••••• to adhere EPS,wood fibre,perlite or polyisocyanurate Insulation,either to themselves or to roof decking in any CIA!VA,09er C asphalt felt or coal • • • • tar felt system,cold application system combination,hot and cold system or single-ply membrane system. .... .,�� 0� � • • • • "Soprabase"is an alternate to it mm thick minimum wood fibreboard and a base sheet. 0 00 0 0000 ••••• 0000•• 0000 0000• Acceptable alternates to the membranes listed are given below.For membrane applications,see manufacturer's instruttiont. • • • 00 •• •• 0 0000•• Any non-combustible deck system Incorporating polylsocyanu rate insulation may substitute the polyisocyanurate w 1*"s insulation covered by a 0 layer of 13 mm thick minimum wood fibreboard or 19 mm thick minimum perlite board. ; 0 ; 0000 000 0 0000•• "Xpress Vap'r Board"may be used in lieu of"Xpress Board HD Sanded"in all applicable Classifications. • • • • • • 0 • 000000 UL certified expanded or extruded polystyrene insulation can be substituted in any of the roofing systems described terein providedlh4 a; 0 0 minimum 13 mm gypsum board or 6.4 mm DensDeckO overlayment board is installed between the Insulation layer and the base shiMIt.Prbvided the roof deck construction calls for a base sheet of Elastophene 180 Sanded,a minimum 13 mm thick Xpress Board HD Sanded can be used as both overlayment board and base sheet over UL certified expanded or extruded polystyrene Insulation in Class B systems with maximum incline of 1:6 and in Class C systems with unlimited incline.Provided the roof deck construction calls for a base sheet of Sopraiene Flam 180,a minimum 13 mm thick Xpress Board HD can be used as both overlayment board and base sheet over UL certified expanded or extruded polystyrene insulation in Class B systems with maximum incline of 1:6 and in Class C systems with unlimited incline. Unless otherwise indicated,"Xpress Board HD or Xpress Board HD Sanded"may be substituted for any of the products identified under Vapour Barrier,Insulation or Barrier Board provided they are shown as(Optional)in the individual roofing systems described in the listing.Where the base sheet in the Individual roofing system calls for Sopralene Flam 180 or Elastophene 180 Sanded,"Xpress Board HD,Xpress Board HD Sanded",Soprasmart ISO HD 180,Soprasmart ISO HD 180 Sanded,Soprasmart Board 180 or Soprasmart Board 180 Sanded may be used as both Barrier Board and Base Sheet. Where the base sheet irrthe individual roofing system calls for Elastophene Flam or Elastophene Sanded,'Soprasmart ISO HD,Soprasmart ISO HD Sanded,Soprasmart}oard or Soprasmart Board Sanded may be used as both Barrier Board and Basi.Sheet. "Xpress Iso"and"Xpress Iso Sanded"are acceptable alternates to"Xpress Board HD"or"Xpress Board HD Sanded". Except for Class A Systems that do not include polystyrene insulation"Xpress EPS"and"Xpress EPS Sanded"are acceptable alternates to"Xpress Board HD"or"Xpress Board HD Sanded". TGFdR19921 -Roofing Systems Page 2 of 20 o Unless otherwise indicated,Coltack adhesive may be used between insulation and deck,between insulation and Insulation and between insulation and barrier board in those systems where insulation and barrier board are shown as optional in all Ballasted and Class C systems and in Class A and B systems which call for non-combustible decks(NC)only. Unless otherwise Indicated,Elastophene PS DG and Elastophene 180 PS DG may be substituted for Elastophene PS and Elastophene 180 PS respectively in mechanically fastened systems only. "ProTemp"is an acceptable alternative vapour barrier to"Sopravap'r"in all applicable systems. Cap Sheet designated"Colphene HR GR","Sopralene Stick HR GR"or"Soprastar Stick HD GR"can be used in all Class C systems with non- combustible(NC)decks.In Class C systems with combustible(C)decks,Colphene HR GR,"Sopralene Stick HR GR"or"Soprastar Stick HD GR" can be used provided a UL certified barrier board is installed between the base sheet and the deck. Membrane Listed Acceptable Alternatives Elastophene Elastophene Flam,Elastophene PS,Elastophene Flam 2.2 mm,Sopraply Base 510 or Sopraply Base 520 Sanded Sopralene Sopralene Flam 180,Sopralene Flam 250,Sopralene 180 SP 3.5 mm,Sopralene 180 PS 3.0,Sopralene 250 180 Sanded Sanded,Sopralene Flam Stick,Sopralene Flam Stick HR,Sopralene Stick Adhesive,Sopralene Stick HR 20 or Sopralene Stick HR 40,Sopraflash,Sopraflash Flam Stick,Sopraflash Stick,Sopraflash Stick 20 or Sopraflash Stick 40 Elastophene Elastophene 180 PS 180 Sanded Elastophene Elastophene FR GR or Sopraply Cap FR551 Flam FR GR Sopralene Sopralene Flam 180 FR GR,Sopralene 250 FR GR,Sopralene Flam 250 FR GR,Sopraflx Cap FR 656,Sopraply 180 FR GR Traffic Cap FR561,"Soprastar Flam HD FR GR","Soprastar HD FR GR","Soprastar Flam FR GR","Soprastar FR GR",Soprastar Flam WF,Soprastar WF,and Soprastar Stick WF Sopralast 50 Sopralast TV Copper or Sopralast 50 TV Stainless Steel TV Alu Elastophene Elastophene GR or Sopraply Cap 550 Flam GR Sopralene Sopralene 180 GR,Sopralene 250 GR,Sopralene Flam 250 GR,Soprafix Cap 655,Sopralene Mammouth GR, Fiam 180 GR Sopralene Mammouth GR 5 mm,Sopralene Flam 350 GR,Sopraply Traffic Cap 560,Colvent Traffic Cap 860 or Sopralene Flam]ardin.The following are limited to Class A-Ballasted systems with combustible(C)or non- combustible(NC)decks,or Class C systems with non-combustible(NC)decks:Soprastar HD GR,Soprastar HD GR Sanded,Soprastar GR,Soprastar GR Sanded,Soprastar Flam WF,Soprastar WF,and Soprastar Stick WF •••• Class A-Ballasted • • • • •••• •••••• Incline:2 see* • •• • • • 1.Deck:C-19/32 • • • • •••••• •• • •••••• Thermal Barrier(Optional):—Minimum 13 mm gypsum wallboard,6.4 mm thick Georgia-Pacific DensQ%c�:)•overiayment Board, • • cement boards designated 6 mm thick,mineral fibreboard,wood fibreboard or perlite,mechanically fastened. 0 0*•0 0 Vapour Barrier(Optional):—Any UL Certified vapour barrier or two plies of Type 15 felt,two plies of TYfidooy VI fibrejM94 one ply• • of Sopraglass 40,Sopraglass 100,Baral,Elastophene Sanded,Elastophene 180 Sanded,Sopralene Stick A*wslve,Sopra�ep%5ijcl-HR 200•••• or Sopralene Stick HR 40,adhered with hot-rooflng asphalt or loose laid or Elastophene SP,Elastophene F�W�,•3•opraseal%,Sograseal •• ••• 180 HD,torch-applied or loose laid or Lastobond or Sopravap'r,self-adhered. • • • • • Insulation(Optional):—Any UL Certified polyisocyanurate,perlite,glass fibre,expanded or extruded 01*sVene,wood4fibre,mineral•••••• fibreboard,any combination,any thickness,loose laid or Protec,ProtecR,ProtecR Composite,ProtecS Cowposke•ProtecRSS,jrotecRSS •• Shiplap,ProtecRSS Composite,ProtecRSS Composite Shiplap,ProtecRSS X2. ; • ; • ••• • Barrier Board(Optional):—11 mm thick minimum wood fibreboard with joints offset 150 mm from joints in deck,UL�.�V%4 cement• board designated 6 mm or"Unidek"9.6 mm thick,Sopraboard,Protec,ProtecR,ProtecR Composite,ProtecS 4?Vosite,ProtecRSS, :•••• ProtecRSS Shiplap,ProtecRSS Composite,ProtecRSS Composite Shiplap,ProtecRSS X2,mineral flbreboardyperlitie,plywood,orjpted • • strand board,aspenite or fire retardant wood flbreboard,mechanically fastened or adhered with hot-roofing asphalt. • • • Base Sheet:—Elastophene Sanded,Elastophene 180 Sanded,"XPRESS BOARD HD or XPRESS BOARD HD SANDED"or Sopralene 180 Sanded,adhered with hot-rooflng asphalt or torched in place. Cap Sheet:—Sopralene 180 Sanded,Sopralene Flam 180 GR,Elastophene Sanded or Elastophene 180 Sanded,torched in place or adhered with hot-roofing asphalt. Surfacing:—Gravel or crushed stone at 170 kg/10 mZ minimum or slag at 125 kg/10 mZ minimum embedded into hot-roofing asphalt, concrete pavers,0.42 kg/10 m2 minimum or washed river bottom stone at 490 kg/10 mZ minimum. la.Deck:NC Incline:2 Thermal Barrier(Optional):—Minimum 13 mm gypsum wallboard,6.4 mm thick Georgia-Pacific DenSDeck@ overlayment board, cement boards designated 6 mm thick,mineral fibreboard,wood flbreboard or perlite,mechanically fastened. Vapour Barrier(Optional):—Any UL Certified vapour barrier or two plies of Type 15 felt,two plies of Type IV or VI fibreglass,one ply of Sopraglass 40,Sopraglass 100,Barai,Elastophene Sanded,Elastophene 180 Sanded,Sopralene Stick Adhesive,Sopralene Stick HR 20 or Sopralene Stick HR 40,adhered with hot-roofing asphalt or-loose laid or Elastophene SP,Elastophene Flam,Sopraseal 60, --- Sopraseal 180 HD,torch-applied or loose laid or Lastobond or Sopravap'r,self-adhered. Insulation(Optional):—Any UL Certified polylsocyanu rate,perlite,glass fibre,expanded or extruded polystyrene,wood fibre,mineral flbreboard,any combination,any thickness,loose laid or Protec,ProtecR,ProtecR Composite,ProtecS Composite,ProtecRSS,ProtecRSS Shiplap,ProtecRSS Composite,ProtecRSS Composite Shiplap,ProtecRSS X2. Barrier Board(Optional):—11 mm thick minimum wood fibreboard with joints offset 150 mm from joints in deck,UL Certified cement board designated 6 mm or"Unidek"9.6 mm thick,Sopraboard,Protec,ProtecR,ProtecR Composite,ProtecS Composite,ProtecRSS, TGFU.R19921 -Roofing Systems Page 5 of 20 Vapour Barrier(Optional):—Any UL Certified vapour barrier or two plies of Type 15 felt,two plies of Type IV or VI fibreglass,one ply of Sopraglass 40,Sopraglass 100,Baral,Elastophene Sanded,Elastophene 180 Sanded,Sopralene Stick Adhesive,Sopralene Stick HR 20 or Sopralene Stick HR 40,adhered with hot-rooflng asphalt or loose laid or Elastophene SP,Elastophene Flam,Sopraseal 60,Sopraseal 180 HD,torch-applied or loose laid or Lastobond or Sopravap'r,self-adhered. Insulation(Optional).—Any UL Certified polylsocyanu rate,perlite,glass fibre,wood fibre,mineral fibreboard,any combination,any thickness or Protec,ProtecR,ProtecR Composite,ProtecS Composite,ProtecRSS,ProtecRSS Shiplap,ProtecRSS Composite,ProtecRSS Composite Shiplap,ProtecRSS X2,mechanically fastened or adhered with hot-rooflng asphalt. Barrier Board(Optional).—11 mm thick minimum wood fibreboard with joints offset 150 mm from joints in deck,UL Certified cement board designated 6 mm or"Unldek"9.6 mm thick,Sopraboard,Protec,ProtecR,ProtecR Composite,ProtecS Composite,ProtecRSS, ProtecRSS Shiplap,ProtecRSS Composite,ProtecRSS Composite Shiplap,ProtecRSS X2,mineral fibreboard,perlite,plywood,oriented strand board,aspenite or fire retardant wood fibreboard,mechanically fastened or adhered with hot-rooflng asphalt. Base Sheet:—Elastophene Sanded,adhered with hot-rooflng asphalt or torched in place. Cap Sheet:—Mammouth Alu Flam or Mammouth 40 TV Alu,torched in place or adhered with hot-roofing asphalt. 4a.Deck:NC Incline:Unlimited Thermal Barrier(Optional):—Minimum 13 mm gypsum wallboard,6.4 mm thick Georgia-Pacific DensDeck@ overiayment board, cement boards designated 6 mm thick,mineral fibreboard,wood fibreboard or perlite,mechanically fastened. Vapour Barrier(Optional):—Any UL certified vapour barrier or two plies of Type 15 felt,two plies of Type IV or VI fibreglass,one ply of Sopraglass 40,Sopraglass 100,Baral,Elastophene Sanded,Elastophene 180 Sanded,Sopralene Stick Adhesive,Sopralene Stick HR 20 or Sopralene Stick HR 40,adhered with hot-roofing asphalt or loose laid or Elastophene SP,Elastophene Flam,Sopraseal 60,Sopraseal 180 HD,torch-applied or loose laid or Lastobond or Sopravap'r,self-adhered. Insulation(Optional):—Any UL certified polylsocyanurate,perlite,glass fibre,wood fibre,mineral fibreboard,any combination,any thickness or Protec,ProtecR,ProtecR Composite,ProtecS Composite,ProtecRSS,ProtecRSS Shiplap,ProtecRSS Composite,ProtecRSS Composite Shiplap,ProtecRSS X2,mechanically fastened or adhered with hot-roofing asphalt. Barrier Board(Optional):—11 mm thick minimum wood flbreboard with joints offset 150 mm from joints in deck,UL certified cement board designated 6 mm or"Unldek"9.6 mm thick,Sopraboard,Protec,ProtecR,ProtecR Composite,ProtecS Composite,ProtecRSS, ProtecRSS Shiplap,ProtecRSS Composite,ProtecRSS Composite Shiplap,ProtecRSS X2,mineral fibreboard,perlite,plywood,oriented strand board,aspenite or fire retardant wood fibreboard,mechanically fastened or adhered with hot-roofing asphalt. Base Sheet:—Elastophene Sanded,adhered with hot-roofing asphalt or torched in place. Cap Sheet:—Mammouth Alu Flam or Mammouth 40 TV Alu,torched in place or adhered with hot-rooflng asphalt. 5.Deck:NC Incline: 1 Thermal Barrier(Optional):—Minimum 13 mm gypsum wallboard,6.4 mm thick Georgia-Pacific DensDeck@ overlayment board, cement boards designated 6 mm thick,mineral flbreboard,wood fibreboard or perilte,mechanically fastened. Vapour Barrier(Optional):—Any UL Certified vapour barrier or two plies of Type 15 felt,two plies of Type IV or VI fibreglass,one ply of Sopraglass 40,Sopraglass 100,Baral,Elastophene Sanded,Elastophene 180 Sanded,Sopralene Stick Adhesive,Sopralene Stick HR 20 or Sopralene Stick HR 40,adhered with hot-rooflng asphalt or loose laid or Elastophene SP,Elastophene Flam,Sopraseal 60,Sopraseal 180 HD,torch-applied or loose laid or Lastobond or Sopravap'r,self-adhered. Insulation(Optional):—Any UL Certified polyisocyanurate,perlite,glass fibre,wood fibre,mineral fibreboard,any combination,any thickness or Modulr TS Inc Protec,ProtecR,ProtecR Composite,ProtecS Composite,ProtecRSS,ProtecRSS Shiplap,ProtecRSS Composite, ProtecRSS Composite Shiplap,ProtecRSS X2,mechanically fastened or adhered with hot-roofing asphalt. Barrier Board(Optional):—11 mm thick minimum wood fibreboard with joints offset 150 mm from joints in deck,UL Certified cement board designated 6 mm,Sopraboard,Protec,ProtecR,ProtecR Composite,ProtecS Composite,ProtecRSS,ProtecRSS Shiplat•Pr%tecRSS Composite,ProtecRSS Composite Shiplap,ProtecRSS X2,mineral flbreboard,perlite,plywood,oriented strand board,aspeol a or flare retardant wood fibreboard,mechanically fastened or adhered with hot-roofing asphalt.. • •••• •0••0 6 Base Sheet.,—Sopralene 180 Sanded,Elastophene 180 Sanded,"XPRESS BOARD HD or XPRESS BOARD H"?ANSED"or 5iastWhene • Sanded,adhered with hot-rooflng asphalt or torched in place. '•• 0•.0•• ••••0• Cap Sheet:—Elastophene Flam FR GR or Sopralene 250 FR GR,adhered with hot-roofing asphalt or torched it•place. sees•• 000 0 6.Deck.NC Incline:3/4 •••• 0000 • • 0s00 ses• *sees Thermal Barrier(Optional):—Thermal Barrier(optional):Minimum 13 mm gypsum wallboard,6.4 mm thick Georgia-Pacific • DensDeck@ overlayment board,cement boards designated 6 mm thick,mineral fibreboard,wood flbreboaTd:?* elite,mqpRt:6auy •-9:00 0 fastened. 00 •• 6• • •6.0 0 0 Vapour Barrier(Optional):—Any UL Certified vapour barrier or two plies of Type 15 felt,two plies of TijW%W`y VI fibreglask,one ply 0• of Sopraglass 40,Sopraglass 100,Elasto e e S d Elastophene 180 Sanded,Sopralene Stick Adhesio,SAprolene Stick HR 20 or • Sopralene Stick HR 40,adhered wi hot-roofing asphalt or loose laid or Elastophene SP,Elastophene FIA,Soprateal 60,6•x.ppp4%al 180 •0•••• HD,torch-applied or loose laid or Lastobond or Sopravap'r,self-adhered. • • 0 • • Insulation:—An UL Certi perlite,glass fibre,wood fibre,mineral fibreboard,any 1pion jion,any thiQW%ss, •••• mechanically as ened or adhered with hot-rooflng asphalt. Barrier Board:—11 mm thick minimum wood fibreboard with joints offset 150 mm from joints in deck,UL Certified cemeRt boaP designated 6 mm thick mineral fibreboard,perlite,plywood,oriented strand board,aspenite or fire retarfiant woo re oar , me c an ca y �astened or adhered with hot-roofing asphalt. Base Sheet:—One layer of Sopralene 180 PS 3.0 mm,Elastophene 180 Sanded or Elastophene Sanded,fully adhered with hot-rooflng asphalt or t4Lh d i n place Cap Sheet:—One layer of So ralene 18013.Sopralene Flam 180 FR GR 3.5 mm or Elastophene Flam FR GR,torch-a®or fully adhered with hot-rooflng asp a t. 7.Deck:NC Incline:1 Thermal Barrier(Optional):—Thermal Barrier(optional): Minimum 13 mm gypsum wallboard,6.4 mm thick Georgia-Pacific DensDeck@ overlayment board,cement boards designated 6 mm thick,mineral fibreboard,wood fibreboard or perlite,mechanically fastened. Vapour Blarrier(Optional):—Any UL Certified vapour barrier or two plies of Type 15 felt,:two plies of Type IV or VI flbreglass,one ply of Soprag1hss 40,Sopraglass 100,Elastophene Sanded,Elastophene 180 Sanded,Sopralehe Stick Adhesive,Sopralene Stick HR 20 or Sopralene Stick HR 40,adhered with hot-roofing asphalt or loose laid or Elastophene SP,Elastophene Flam,Sopraseal 60,Sopraseal 180 HD,torch-applied or loose laid or Lastobond or Sopravap'r,self-adhered. Barrier Board(Optional):—3.2 mm,4.7 mm or 6.4 mm"SOPRABOARD"or minimum 6.4 mm thick G-P Gypsum Corp."DensDeck@" mechanically fastened hot mopped or adhered with any UL certified insulation adhesive. Insulation(Optional):—EPS or Extruded Polystyrene,any thickness,mechanically fastened,hot mopped or adhered with any UL certified insulation adhesive. SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTiRCATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope.As It pertains to this section,it is the responsibility of the roofing contractor to provide the ownerwith the required roofing permit,and to explain to the owner the content of this section.The provisions of Section R4402 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 adjacent box indicates that the item has been explained. AIP1.Aesthetics-Workmanship:The workmanship provisions of Section R4402 are for the purpose of providing at 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 betwep the owner and the contractor. 2.Renalling Wood Decks:When replacing roofing,the existingwood roof deck may have to be Y renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to r Ing the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing Htnbetor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4.Exposed Ceilings:Exposed,open beam ceilings are where the underside of the roof decking viewed from below.The owner may wish to maintain the architectural appearance,therefore,roofing nail penetrations of the underside of the decking may not be acceptable.This provides the option of maintaining rance. is . 7 5.Ponding Water:The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident *ne original roofing systemisremoved. Ponding conditions should be correc#ed. ....6.Overflowscuppers(wall outlets): It is required that rainwater flow off sQ thitt jhe roof 49 riotded from ab uild up of water.Perimeter/edge walls or other roof extensions may block this di"Ve •• if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppm in ••••:• Xlnteor e with the requirements of Sections R4402,R4403 and R4413. ••• •• • • • .....• 0*00 7.Ventilation:Most roof structures should have some ability to vent natur;14P(A throughitre• .••.• the structural assembly(the building itse[f).The existing amount of attic v"Jetkm shall root" ..:..' reduced.it may be beneficial to consider additional venting which can result in extending**service41009 •.•... the roof. ...•.• .' Exception:Attic spaces,designed by a Florida licensed engineer or registered architec6to eliminate 1119 atttc venting,venting shall not be required. •. : . ...v�&;� :•••• /�/J 6v er's/Agent's Signature Date Contractor's Signature k t-Zc� IJ V-a Q- t�) c- u-IS-] cl3 Property Address Permit Number �Y` gib A � FKAL APPRC,�)Ah`A� k DEPAKTME`�T-O�- MENT%i�i�/l FAl. AYES® ' 'S MAF ORE REVIEVIE PRINT): / gGNATURE 0000 •9••9• 0000 6 • • 9 • 0000•. •.•• 0000•. • • 0000•• •0690• 0 • 0000 .699 6•.•• •.9• 0009 0000• .0 •9 .. 000 •. • 0• 0000.• •••• •. .• • 6 • 0000•• 0000.• • 9 • 9 • 00 0000333649 �G IS- 3 TURQUOISE Engineering, LLC Structural Engineering, Design & Testing, CA#28948, NOA#13-0222.02 6915 Washington Rd,W Palm Beach, FL 33405/Ph. (561)804-9908/Fax(561)804-9907/e-mail:turainc(&aol.com April 18, 2016 TO: City of Miami Shores/ Building Department FROM: Riza N. ALTAN, P.E. SUBJECT: Wind Uplift Pressures and Attachment of Flat Roof Underlayments ADDRESS: BARRY UNIVERSITY /Thompson Hall -Cooling Tower 11300 2nd Ave., Miami Shores, FL 33161 01 CONTRACTOR: Crowther Roofing & S/M of Florida, Inc. r PERMIT: #RF-8-15-1973 (Master Permit MC-4-15-793) Dear Sir: The installation of vapor barriers, base and top Insulations, base and cap sheets for the subject re-roofing project are inspected by myself during in-progress and final stages. The purpose of this letter is to verify proper installation of the Soprema Modified Bitumen Roofing System (NOA#14-0603.07) over the existing concrete deck. The property is in HVHZ-Exposure C area. The 30'x4o' flat roof consists of structural concrete deck having a positive drainage at 20 ft mean roof height. The roof design pressures based on 2014 FL Bldg Code, 175 MPH ultimate wind speed, for Risk Category II in HVHZ-Exposure C area, per RAS 128 (ASCE 7-10) are determined as follows: Field: Pi = -55 psf / Perimeter: P2 (4'wide) = -92 psf / Corner: P3 (4'x4') = -137 psf The proposed Soprema Modified Bitumen Roofing System over Concrete Decks (NOA #14- 0603.07) consisted of torch-applied two-layers of Elastophene SP2.2 Vapor Barriers over the primed (ASTM 1341) concrete deck. The deck is provided with 1.5" ACFoam-III base and 1/4" DensDeck Prime top insulation; all adhered by using (1/2"-3/4") High Velocity Insulation Adhesive ribbons spaced maximum at 3" o.c., followed by all torched-applied one-ply Sopralene Flam 180 base and Sopralene Flam 180 FR GR cap sheet. The max. design pressure of -187.5 psf (Soprema NOA#14-0603.07, Deck 3I, System Type A(20), pgs: 54&55/140, Limitation #9) is specified using torch-applied Vapor Barriers, ribbon- adhered insulation and DensDeck boards followed by torch-applied Soprema base and cap sheets. It is determined that system design pressure of -187.5 psf meets and exceeds the actual building design pressures. Therefore, this letter is to certify that Soprema Modified Bitumen Roofing System (NOA #14-0603.07) over existing concrete slab is completed conforming to requirements of 2014 Florida Building Code which specifies 175 MPH ultimate wind speed for Risk Category II in HVHZ-Exposure C area. li�o� ®If you have any questions regarding this matter or I °bfofissistance, please do not hesitate to call me. ,�` ,. `G �, .v�eQl Sincerely, No,38521 STATE OF Riza N. ALTAN, P.E. )- 856,21 Ops® ° ° ♦• Consulting Engineer �.�pSS/0.... �' �c�° ® is gpppo pgfln Ja�etl Cc`0�6P7pp$