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RF-18-2211BUILDING PERMIT APPLICATION Miami Shores Village B'Uilding Department RECEIVED 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 AUG 2 0 2018 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201':;7 1, Master Permit No. ll, 2 3 `�` Sub Permit No. (2-� ke " 2121 ❑ BUILDING ❑ ELECTRIC X❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 11300 NE 2nd Ave. Miami Shores, FL 33161 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: I I - 2 3 b' ti ` �O�iU Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: 04�Phone#: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 1uc►ri1 l a0 30Ll Address: j 00 sir Z., Z, W r 2 City: Y"1, Qutn .xlvr2t State: f—L Zip: //�� Tenant/Lessee Name: _ Phone#: 365 �%Sr % -7( Email: 116k0 (U kofr % UM IVAC CONTRACTOR: Company Name: Certifi d Roofing Specialists Phone#: 954-781-7663 Address: 3040 NW 2 5th Ave. 01rll 't'►�C;fi111 City: Pompano Beach State: Florida Zip: 33069 y � N � Qualifier Name: Eugene 0. Fall Phone#: 954-781-7663 State Certification or Registration #: CCCO27419 Certificate of Competency #: DESIGNER: Architect/Engineer: Ventura Architecture and Dev. Phone#: 954-423-1362 Address:11870 State Road 84. C14 City: Davie State: FL Zip: 33325 Value of Work for this Permit: $ 32 , 65 0 uare near Footage of Work: Type of Work: ❑ Addition ❑ Alteration X❑ New ❑ Repair/Replace ❑ Demolition Description of work: Installation of new flat roof Specify color of color thru tile: -�•�{ Submittal Fee $ Permit Fee $ 4 + •5 Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 no be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT The foregoing instrument �was -�acknowledged before me this day ofQW, 20 by �► 1 � JQ•• �IV UAL , who is persnn y knnwn to me or who has produced r— identification and who did take an oath. NOTARY PU as CONTRACTOR The foregoing inst ument ss ac owledged before me this r� day of 7) L 20 16 by 1i who is personally known to me or who has produced p:gy (�YY' gk\4 �n�s identification and who did take an oath. NOTARY P Sign: V J= Sign: / — % V-�`��,� Print: Print: . a � L_JJ� if 1LL4 j�� No Public State of Florida ;;�;ii 'o� ., SAGE ZAMPERINI Seal: Seal: :c $1 Jeffry J Yao : r . W. r ; Notary Public - State of Florida My Commission FF 168481 s ; = Commission c GG 195971 or IV Expires 11/12/2018 '.!F0<«?:' My Comm. Expires Mar 13, 2022 Bonded through National Notary Assn. **************************************************************** APPROVED BY Plans Examiner Structural Review ************* Zoning Clerk (Revised02/24/2014) Uniso'n Structural Design LLC September 7th, 2018 Chief Building Official Miami Shores Village Building Department 10050 N.E. 2nd Avenue, Miami Shores, FL 33138 RE: Barry Universtiy - New Dunkin Donuts 11300 NE 2nd Avenue Miami Shores, FL 33138 Permit No.: CC17-2849 Subject: Atlantic & Caribbean Roof Certification for Barry University - Dunkin Donuts The purpose of this letter is to advise that we have received the uplift resistance test performed by Atlantic & Caribbean Roof Consulting, signed and sealed by Randall E. Fowler. The results from test were that roof system meets uplift design pressure required by Florida Building Code 2017, 6th Edition. We have accepted this documents as evidence that roof structure meets design criteria of approved construction documents and FBC 2017. To the best of my knowledge, belief and professional judgment the above indicated structure is in compliance with the approved plans and requirements of corresponding Florida Building Code. S�� hV I N VF i�i .•...`-` Kervt ant 71J�EO f7414F� UNISON STRUCTURAL DESIGN, LLC. 7522 WILES RD SUITE B204, CORAL SPRINGS FL 33067 FL CA N°29904 EMAIL: UNISONSTRUCTURALDESIGN(dGMAIL.COM PHONE: (305) 298-0467 c ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) RECEIVED �j i T 1 High -Velocity Hurricane Zone Uniform Permit Application Form. AUK 2 0 0� 1 Section A (General Information) Mater Permit No. Process No. Contractor's Name Certified Roofing Specialists 1 1 .lob Address 11300 NW 2nd Ave Miami Shores, FL ( Dunkin Donuts) 1 ROOF CATEGORY 1 i Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/shakes 1 i7 Prescriptive BUR-RAS 150 ...... 1 ROOF TYPE • • 1 ❑ New roof ❑ Repair ❑ Maintenance ❑ Reroofipg.;.. El Poecoverin5 ROOF SYSTEM INFORMATION � • • • • � � • � • � • Low Slope Roof Area (SF) 16 8 0 Steep Sloped Roof AREA (SSF) Totgl:jjj 16 8 0 0 0:0 00000 1 •• •• •..• •....• I ...... Section B (Roof Plan) 1 . . . . ...... •....• Sketch Roof Plan:. Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- 1 sions of sections and levels, clearly identify�sions of el e zones and IoUipli c: parapets ; ""; F-I CC �i _ MENE MEN 1100 0 M E M N E ME11MM v� Eft FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.37 111IM1111,1111PT11TRIMA Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. ROOF ASSEI`ABL1ES AND ROOFTOP STRUCTURES l E Florida Building Code 5th Edition (2014) 1 High -Velocity Hurricane Zone uniform Permit Application Form. t 1 I Section C (Low Slope Application) To Ply Fastener/Blondin Material: i IP Appiea 1 Fill in specific roof assembly components and identify orch 1 1 manufacturer Surfacing: Granule 1 I (If a component is not used, identify as "NA") Fastener Spacing for Anchor/Base Sheet Attachment: 1 System Manufacturer. Soprema 1 1 Field: " oc @ Lap, # Rows @ " oc 1 1 1 Product Approval No.: 15 — 0 7 0 9 . 15 Perimeter: " oc La # Rows 1 @ P, _. @ " oc ! Design Wind Pressures, From RAS 128 or Calculations: 1 Corner: oc @ Lap, # Rows _@ oc " " 1 I 1 pl: — 4 2 . 8 P2: —7 1 . 7 P3: —10 8 Number of Fasteners Per Insulation Board: 1 1 Max. Design Pressure, from the specific product Field Perimeter • •CQr�2r _ _ • • • 1 " .. ! approval system: — 6 0 Illustrate Components Noted • etaifs S• p llcable: • • 1 Deck: Woodblocking, Gutter, Edgp.;►'p}jnaticn, Str' ping, Flashing, • Continuous 1 ! Type: Steel Cleat, Cant Strip ase Flashin ounterflaci*Vt • I Coping, Etc. + • • • 0 • 1 22 Indicate: Mean Roof Height*paia et Height,'l leight of Als' .! Gauge/Thickness: ga rA Flashing, Component MateAa:,*A&terial Thlckness, Fasfener t Slope: 1 / 4 " 1 Type, Fastener Spacing or Submit Manufac{users Detali s tna: •1 I i Comply with RAS 111 and Uapler 16. •. 1 Anchor/Base Sheet & No. of Ply(s): . . . . ...... .1 1 termbar fastened 6" O.0 and • • •' • • •1 I Anchor/Base Sheet Fastener/Bondin erial: 24ga galv steel counterflashing •.. . • ! fastened 6" o.c I ! FT. 3' 1 Insulation Base Layer. mi tapered Iso ! 1 opralene Flam 180frgr t tParapet I Base Insulation Size and Thickness: 4 x4 Sopralene Flam 180 Hh t 1 ! Base Insulation Fastener/Bonding Material: 1#14 Dekfast screws & insul plates 1 1 I Top Insulation Layer: 3/8" securock to eyed ISO _ FT. 1 18 ITop Insulation Size and Thickness: 4'*8 Steel Deck Mean ! Roof 1 Top Insulation Fastener/Bonding Material: Height 1 1414 Dekfast screws & insul plates 1 I Base Sheet(s) & No. of Ply(s): Sopralene Flam t 180 1 1 1 Base Sheet FastenerBonding Material: 1 Torch Applied ! Ply Sheet(s) & No. of Ply(s): 1 1 Ply Sheet Fastener/Bonding Material: I j t t Top Ply: Sopralene Flam 180FRGR 1 1 ! 15.38 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 1 1 ! I E > Copyright to, or licensed by. ICC (ALL RIGHTS RESERVED); accessed by EHezer Palacio on Jun 8, 2015 1032:12 AM pursuant to License Agreement. No further reproductions authorized. Lab Report No. 128647 1 FLORIDA ` TEC j PROVIDIVG 5CLUTION5 TO THE \� �'oo6�NG /Nou-srR" 1 DATE: June 19, 2018 COMP,4NYNAME: Certified Contracting Group, Inc. PROJECTADDRESS: 11300 NW 2nd Ave., Miami Shores ASCE 7-10 C.A. # 30448 Lab Certificate # 17-0703.01 Input Paraweters: Directional Procedure All Weights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft••• Pitch of Roof = 0 : 12 Slope of Roof(Thetai =• .0(%%1 •• h: Mean Roof Ht = 18.00 ft Type of Roof ••eE PLAT •• • RHt: Ridge Ht = 18.00 ft Eht: Eave Height = 18.00y it • • OH: Roof Overhang at Eave= .00 ft Overhead Type ••• •Ito OverhZRg • Bldg Length Along Ridge = 42.00 ft Bldg Width Across RidgeF•• 40.00 fte Parapet MWFRS Presures (Ref Para 27.4.5) • • • • • Qp: Pressure at Top of Parapet = 36e11 psf • a• Type of Parapet = Solid Top Elev. of Parapet• •"• 3.00 ft • s • Press -Windward Parapet = 54.65 psf Press -Leeward ParapQ4•e=•!36.43 •Pi1e•0 Wind Pressure on Components and Cladding (Ch 30 Part 1) • • • oress.res _.. wn are iasea , -n '.SD Design, with a Loa: .Facto _f *c • • Width of Pressure Coefficient Zone "a" _ _ ••a .00:ft •• • •• • Description Width Span Area Zone Max Min Max P Min P ft £t ft^2 GCp GCp psf psf ----------------------------------------------------------------------- Field 4.00 4.00 16.0 1 0.28 -0.98 16.21 -40.90 Perimeter 4.00 4.00 16.0 2 0.87 -1.66 36.95 -64.79 Corner 4.00 4.00 16.0 3 0.87 -1.66 36.95 -64.79 FASTENER DATA EXTRAPOLATION NOA: 15-0709.15 Fastener Value As Der RAS-117 System TvDe: B (2) blax. Design Pressure Fe /Fastener FV Fastenef Board 60 2.00 120 Note: Calculations are based on a 7nsill rtoii Bbd'7 Elevated Pressure Zone Fasteners Per Board Field: 40.9 8 Perimeter: 64.79 9 Corner: 64.79 9 Sincerely, Jorge F. Gonzalez, P.E. Lic. No. 34241 .'�_ DocuSigned by:Ep�G�'`y£nS�' �/ �� Jl��,(/� t.o.312�1 t' STATL. 494CD28999D6446... •- �' 6/19/2018 10735 SW 216" St. Unit 404 Miami FL 33170 The method and software that have been utilized to sign and seal the report, comply with the intent of the Board Rules. Specifically, with reference to Florida Statutes 471 and the Florida Administrative Code Rule 61 G.15-23. 003 for Engineers. Page 1 of 1 www.FloridaTEC.net Tel: 305-256-4550 Fax: 305-256-6833 Docu5�'; b 5�tUREa Certificate Of Completion Envelope Id: 9FCD46D894594B82A36892138DA378EC Status: Completed Subject: Please DocuSign: 11300 NW 2nd Ave., Miami Shores FSC DSIGNED.pdf Source Envelope: Document Pages: 1 Signatures: 1 Envelope Originator: Certificate Pages: 2 Initials: 0 Jorge F. Gonzalez AutoNav: Disabled 10735 SW 216 St Envelopeld Stamping: Disabled Unit #416 Time Zone: (UTC-08:00) Pacific Time (US & Canada) Miami, FL 33170 jgonzalez@floridatec.net IP Address: 76.18.37.252 Record Tracking Status: Original Holder: Jorge F. Gonzalez Location: DocuSign 6/19/2018 9:14:01 AM jgonzalez@floridatec.net Signer Events Signature Timestamp Jorge F. Gonzalez DxuSigned by: 0000 • 0 0 Sent: 6/19/2018 9:14:09* : • br F. C-6M " D494=28999DB446 • • ; 9f20:8 9:14:12* � Mjgonzalez@floridatec.net Viewed:(�.Engineer • • ... Signed:.6l1942DJB 9:14:4,1 01• • • • • • •. Florida TEC Freeforrn.Sj ipw 0 � � Using IP Address: 76.18.37.252 • • • • • • Security Level: Email, Account Authentication 0000 • • • • • (None) • • • • • •••• • •• ..••. Electronic Record and Signature Disclosure: • • • • • • 0000 • 00000 Not Offered via DocuSign • • •. .. • ..,.• 0 • 0 In Person Signer Events Signature Time4arrfp; • �,••;, Editor Delivery Events Status Timestapr p • 0 • • • • • Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Elthon COPIED Sent: 6/19/2018 9:14:46 AM elthon@floridatec.net Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Jonathan Sent: 6/19/2018 9:14:46 AM jg onzalez@certifiedcontracting g roup.com COPIED Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 6/19/2018 9:14:47 AM Certified Delivered Security Checked 6/19/2018 9:14:12 AM Envelope Summary Events e Sinning Complete Completed Payment Events Status Security Checked Security Checked Status Timestamps 6/19/2018 9:14:47 AM 6/19/2018 9:14:47 AM Timestamps a .... . . .... ...... 000*0 .... ...... ...... 00 . . . . . Membrane: Deck Type 2I: SBS Steel, Insulated wDeck.:Des`criptio'n' Min. 22 ga., Type B, Grade 33 steel deck fastened with 3/4" puddle welds spaced 6" o.c. to supports spaced maximum 6' o.c. Deck side'laps are fastened max. 24" o.c. with Tek/1 fasteners. This Tested Assembly has been analyzed for allowable deck stress. See Evidence Submitted Table. System Type B(2): Optional vapor barrier followed by base layer of insulation mechanically attached, top layer adhered with approved adhesive, roof cover fully adhered. All General and System Limitations apply. Vapor Barrier: Sopravap'r, self -adhered to the top flanges of the steel deck. (Optional) One or more layers of any of the following insulations. Base Insulation Layer ACFoam-II, Sopra-ISOs or ENRGY 3 Minims m-2?-.Tff eK, Top Insulation Layer SECUROCK Gypsum -Fiber Roof Board % nimum 3781thit" Insulation Fasteners Fastener (Table 3) Depstt Lt2 . . .... ...... 8 (#12 or #14) with 37, 8 (#12; Ur• • 1 •lfi` • • • • • • • 35 with 7, 3 (#12 or #14) withIS," ; .... ; 38, 21 (#12) or 11 or 21 (#14}with• • • • • • • .... 13 or 17 or 2 (#12 or #14) will) NK • . .. ..... • • • 00000 .. .. ...... Insulation Fasteners ;";'; Fastener •. (Table 3) .. . De;9itykt2 • • • • N/A . . N/A • Note: All insulations shall be adhered with hot asphalt full mop applied at a rate of 25 lbs./sq. or with High Velocity® Insulation Adhesive III (HVIA-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 applied in continuous ribbons maximum spacing of 12" o.c. Refer to Roofing Application Standard RAS 117 for insulation attachment. Insulations listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Base Sheet: Colvent SA, Sopralene Stick, Colphene Stick, Elastophene Flam Stick* or Sopralene Flam Stick* self -adhered. Or Elastophene Flam HS*, Elastophene Flam 2.2*, Elastophene Flam*,. opral ene fFlatn.l , Colphene Flam 180*, Sopralene Flam 250* 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 or Sopralene 250 SP, torch -applied. *Requires torch -applied Ply or Cap. NOA No.: 15-0709.15 M WI•DADU Expiration Date: 03/01/21 Approval Date: 03/31/16 Page 23 of 129 Ply Sheet: Elastophene HS 62, Elastophene Sanded, Colphene Sanded, Elastophene Sanded (Optional) 2.2, Elastophene Sanded 3.0, Elastophene HS, Sopralene 180 Sanded 2.2, Colphene 180 Sanded,'Sopralene 180 Sanded, Sopralene 250 Sanded, Elastophene PS*, Elastophene PS 3.0*, Sopralene 180 PS 2.2*, Colphene 180 PS* or Sopralene 180 PS* applied in hot asphalt at 25 lbs./sq. Or Elastophene Flam HS*, Elastophene Flam 2.2*, Elastophene Flam*, Sopralene Flam 180*, Colphene Flam 180*, Sopralene Flam 250*, 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 or Sopralene 250 SP, torch -applied. *Requires torch -applied Cap. Membrane: Soprastar Sanded, Elastophene GR, Elastophene LS FR GR, Elastophene FR GR, Elastophene FR+ GR, Sopralene 180 FR GR, Colphene 180 FR GR, Sopralene 180 FR+ GR, Sopralene 180 Ultra FR GR, Sopralene 250 FR GR, Colphene 250 FR GR, Sopralene 250 FR+ GR, Sopralene 250 Ultra FR GR or Sopralast 50 TV Alu Sanded, applied in hot asphalt at 251bs./sq. Or Soprastar Flam, Elastophene Flam GR, Elastophene Flam LS FR GR, Elastophene Flam FR GR, Elastophene Flam FR+ GR, Soprafix Cap FR-651, Sopralene Flam 180 GR, Colphene Flam 180 GR, Sopralene Flam 180 GR 3 5, o ralene flam q,O—FRR II , Colphene Flam 180 FR GR, Sopralene Flam 180.ZR QR 3.5, : • • • • Sopralene Flam 180 Ultra FR GR, Sopralene Flam 250 FR GlkpCcaphenea%" . •..;, 250 FR GR, Sopralene Flam 250 Ultra FR GR, Sopralene Flom; 90 FR+ GR, • • • • Sopralene Flam 250 FR+ GR, Sopralast 50 TV Alu, Sopralepe9lavi Antteik,• • "" Surfacing: torch -applied. ...... . . Surfacine-i �Qptional-orrgranular.surfa(ed�fel"d.cap m nabrark;'s'..' '..'.: ..... ...... Surfacing is Required for smooth or sanded surfaced field cap n"xbranes. Refer to Underwriters Laboratories or Intertek Testing Services listings fVj • •; • • • •• • • applicable fire classifications .'. :....; Apply any coating listed in Table 4 above, or any Miami-Dacfe approvedcoe Ling ' system. Maximum Design Pressure: -60 s—f-.7ree General• =imitation-#7 p NOA No.: 15-0709.15 MIAMI•DADECOUNTY Expiration Date: 03/01/21 • • • , Approval Date: 03/31/16 Page 24 of 129 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: — Sopralene 180 Sanded, Elastophene Sanded, "XPRESS BOARD HD or XPRESS BOARD HD SANDED" or Elastophene 180 Sanded, loose laid, adhered with hot -roofing asphalt, torched in place or self -adhered. Cap Sheet: — Sopralene 180 Sanded, Sopralene Flam 180 GR, Elastophene Sanded or Elastophene 180 Sanded, adhered with hot -roofing asphalt or torched in place. Insulation (Optional): — Any thickness UL Classified extruded polystyrene insulation, loose laid. Separator Sheet: — One layer of Fabrene Type V.I.E. permeable fabric, loosely laid. Surfacing: — Concrete pavers, 0.42 kg/10 m2 minimum or washed river bottom stone at 490 kg/10 m2 minimum. 4. Deck: NC Incline: 1 Barrier Board: — Roxul Inc "MonoBoard'"", "MonoBoard'" Plus", "TopRock@ DD", or "TopRock@ DD Plus" mineral fibre board insulation, minimum thickness of 38 mm (no maximum), mechanically fastened to the roof deck using insulation plates and fasteners spaced 460 mm OC. Ply Sheet: — Covered with four layers of Type 15 asphalt -organic felt. Each layer is embedded in hot -mopped asphalt applied at a rate of 1.1 kg/m2. Surfacing: — Assembly covered with a flood coat of hot -mopped asphalt at a maximum rate of 1.7 kg/m2, and surfaced with washed, crushed or rounded stone of 6 to 16 mm diameter, applied at a rate of not less than 150 kg/10m2. 1. Deck: NC Class A - Fully Adhered Incline: 1 Thermal Barrier (Optional): — Minimum 13 mm gypsum wallboard, minimum 6.4 mm thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard" overlayment board, cement boards designated 6 mm thick, mineral fibreboard, wood fibreboard or perlite, mechanically fastened. Vapour Barrier (Optional): — Any UL Classified vapour barrier or two plies of Type 15 felt, two plies of Type IV or VI fibreglass, one ply of Sopraglass 40, Sopraglass 100, 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 Classified polyisocyan u rate, perlite, glass fibre, wood fibre, mineral fibreboard, any combination, any thickness, 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 C+*A#ied cemA! • • • • board designated 6 mm, Sopraboard, Sopra-ISO HD, mineral fibreboard, perlite, plywood, oriented stran*4 arc; aspenitE6pr fj e retardant • ` wood fibreboard, mechanically fastened or adhered with hot -roofing asphalt. • • • • Base Sheet: — Sopraglass 40 or Sopraglass 100, adhered with hot roofing asphalt. "`�" " ` "`++• Base Sheet: — Elastophene Sanded, adhered with hot -roofing asphalt or torched in place. • • • • • • • • • Cap Sheet: — Sopralene 180 FR GR adhered with hot -roofing asphalt or torched in place. 0000 • • •"`• *0900* 2. Deck: C-19/32 Incline: 2 • • •••••• • • ••••• Thermal Barrier (Optional): Minimum 13 mm 0 ` ` ( p ): — gypsum wallboard, minimum 6.4 mm thick Georg L%�a�Deck@• • • • • • Roofboard" or "DensDeck Prime@ Roofboard" overlayment board, cement boards designated 6 mm thick..%ige4 fibreboardywood • • fibreboard or perlite, mechanically fastened. + • + • Vapour Barrier (Optional): — Any UL Classified vapour barrier or two plies of Type 15 felt, two plies Cf Type It/ or VI I:brgq,lss, one pty •• • • of Sopraglass 40, Sopraglass 100, Baral, Elastophene Sanded, Elastophene 180 Sanded, Sopralene Stick Adhesive, Sopr��ene tick HR 2.0 • or Sopralene Stick HR 40, adhered with hot -roofing asphalt or loose laid or Elastophene SP, Elastophene IM, %bpraseal 2 S� praseal f8C)• • • HD, torch -applied or loose laid or Lastobond or Sopravap'r, self -adhered. • • • Insulation (Optional): — Any UL Classified polyisocyanurate, perlite, glass fibre, wood fibre, mineral fibreboard, any coPhsin8tion, 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 fibreboard with joints offset 150 mm from joints in deck, UL Classified cement board designated 6 mm or "Unidek" 9.6 mm thick, Sopraboard, Sopra-ISO HD, 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: — Elastophene Flam FR GR, adhered with hot -roofing asphalt or torched in place. 2a. Deck: NC Incline: 2 Thermal Barrier (Optional): — Minimum 13 mm gypsum wallboard, minimum 6.4 mm thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard" overlayment board, cement boards designated 6 mm thick, mineral fibreboard, wood fibreboard or perlite, mechanically fastened. Vapour Barrier (Optional): — Any UL Classified 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 Classified polyisocya nu 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 -roofing asphalt. Barrier Board (Optional): — 11 mm thick minimum wood fibreboard with joints offset 150 mm from joints in deck, UL Classified cement board designated 6 mm or "Unidek" 9.6 mm thick, Sopraboard, Sopra-ISO HD, 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: — Elastophene Flam FR GR, adhered with hot -roofing asphalt or torched in place. 3. Deck: NC Incline: Unlimited Thermal Barrier (Optional): — Minimum 13 mm gypsum wallboard, minimum 6.4 mm thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard" overlayment board, cement boards designated 6 mm thick, mineral fibreboard, wood fibreboard or perlite, mechanically fastened. Vapour Barrier (Optional): — Any UL Classified 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 Classified polyisocyanurate, 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 fibreboard with joints offset 150 mm from joints in deck, UL Classified cement board designated 6 mm or "Unidek" 9.6 mm thick, Sopraboard, Sopra-ISO HD, 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: — Sopralast 50 TV Alu, torched in place. 4. Deck: C-19/32 Incline: Unlimited Thermal Barrier (Optional): — Minimum 13 mm gypsum wallboard, minimum 6.4 mm thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard" overlayment board, cement boards designated 6 mm thick, mineral fibreboard, wood fibreboard or perlite, mechanically fastened. Vapour Barrier (Optional): — Any UL Classified 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 Classified polyisocyanurate, 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 fibreboard with joints offset 150 mm from joints in deck, UL Classified cement board designated 6 mm or "Unidek" 9.6 mm thick, Sopraboard, Sopra-ISO HD, 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 -roofing asphalt. 4a. Deck: NC Incline: Unlimited • • •••• •••••• Thermal Barrier (Optional): — Minimum 13 mm gypsum wallboard, minimum 6.4 mm thick Georgia-Pacific Gypsum LLG4Dgn ,Deck@ •• Roofboard" or "DensDeck Prime@ Roofboard" overlayment board, cement boards designated 6 mm thicls,•{rji4eal fibrebCqr$,%dCd • fibreboard or perlite, mechanically fastened. • Vapour Barrier (Optional): — Any UL Classified vapour barrier or two plies of Type 15 felt, two plies dt'f10'It or VI fibreg'l'ass, one ply • of Sopraglass 40, Sopraglass 100, Baral, Elastophene Sanded, Elastophene 180 Sanded, Sopralene Stick ,+ *wsive, Sopralene Stick HR • or Sopralene Stick HR 40, adhered with hot -roofing asphalt or loose laid or Elastophene SP, ElastophenEpFjvi,•Sbpraseat60,E praseal 180 • • • HD, torch -applied or loose laid or Lastobond or Sopravap'r, self -adhered. • • Insulation (Optional): — Any UL Classified polyisocyanurate, perlite, glass fibre, wood fibre, mineral ffbt(tbar:, any c�fbinatfpn, any • • • • thickness or Protec, ProtecR, ProtecR Composite, ProtecS Composite, ProtecRSS, ProtecRSS Shiplap, Prot•cRrbs Composita,•PrcatpcR55 • • so: • 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 jointsrn fleck, UL Classified cement • • board designated 6 mm or "Unidek" 9.6 mm thick, Sopraboard, Sopra-ISO HD, Protec, ProtecR, ProtecR•Compo4lte, Pro%J posite,• • •- • • ProtecRSS, ProtecRSS Shiplap, ProtecRSS Composite, ProtecRSS Composite Shiplap, ProtecRSS X2, mineral fibreboard, oer ite, plywood,• • oriented strand board, aspenite or fire retardant wood fibreboard, mechanically fastened or adhered witR rjt*ro:fing aspha t. • : • • • • 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 -roofing asphalt. • • • 5. Deck: NC Incline: 1 Thermal Barrier (Optional): — Minimum 13 mm gypsum wallboard, minimum 6.4 mm thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard" overlayment board, cement boards designated 6 mm thick, mineral fibreboard, wood fibreboard or perlite, mechanically fastened. Vapour Barrier (Optional): — Any UL Classified 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 Classified 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 Classified cement board designated 6 mm, Sopraboard, Sopra-ISO HD, 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: — Sopralene 180 Sanded, Elastophene 180 Sanded, "XPRESS BOARD HD or XPRESS BOARD HD SANDED" or Elastophene Sanded, adhered with hot -roofing asphalt or torched in place. Cap Sheet: — Elastophene Flam FR GR or Sopralene 250 FR GR, adhered with hot -roofing asphalt or torched in place. 6. Deck: NC Incline: 3/4 Thermal Barrier (Optional): — Thermal Barrier (optional): Minimum 13 mm gypsum wallboard, minimum 6.4 mm thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard" overlayment board, cement boards designated 6 mm thick, mineral fibreboard, wood fibreboard or perlite, mechanically fastened. Vapour Barrier (Optional): — Any UL Classified vapour barrier or two plies of Type 15 felt, two plies of Type IV or VI fibreglass, one ply of Sopraglass 40, Sopraglass 100, 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: — Any UL Classified polyisocyanurate, perlite, glass fibre, wood fibre, mineral fibreboard, any combination, any thickness, mechanically fastened or adhered with hot -roofing asphalt. Barrier Board: — 11 mm thick minimum wood fibreboard with joints offset 150 mm from joints in deck, UL Classified cement board designated 6 mm thick, mineral fibreboard, perlite, plywood, oriented strand board, aspenite or fire retardant wood fibreboard, mechanically fastened 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 -roofing asphalt or torched in place. Cap Sheet: — One layer of Sopralene 180 FR GR, Sopralene Flam 180 FR GR 3.5 mm or Elastophene Flam FR GR, torch -applied or fully adhered with hot -roofing asphalt. 7. Deck: NC Incline: 1 Thermal Barrier (Optional): — Thermal Barrier (optional): Minimum 13 mm gypsum wallboard, minimum 6.4 mm thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard" overlayment board, cement boards designated 6 mm thick, mineral fibreboard, wood fibreboard or perlite, mechanically fastened. Vapour Barrier (Optional): — Any UL Classified vapour barrier or two plies of Type 15 felt, two plies of Type IV or VI fibreglass, one ply of Sopraglass 40, Sopraglass 100, 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. Barrier Board (Optional): — 3.2 mm, 4.7 mm or 6.4 mm "SOPRABOARD" or minimum 6.4 mm thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard" mechanically fastened hot mopped or adhered with any UL Classified insulation adhesive. Insulation (Optional): — EPS or Extruded Polystyrene, any thickness, mechanically fastened, hot mopped or adhered with any UL Classified insulation adhesive. Barrier Board (Optional): — 3.2 mm, 4.7 mm or 6.4 mm "SOPRABOARD" or Sopra-ISO HD or minimum 6.4 mm thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard"" or "DensGuard@" mechanically fastened hot mopped or adhered with any UL Classified insulation adhesive. NOTE: Polystyrene insulation must be covered with minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck @ Roofboard" or "DensDeck Prime@ Roofboard" or "DensDeck Prime 2T1 Roofboard" or "DensDeck DuraGuard@ Roofboard" or Certainteed Gypsum Inc "GlasRoc" or USG Corp. SECURO Kp glass -Mat Roof Board (Type SGMRX)". Ply Sheet: — One ply "Elastophene Flam" or "Soprafix" or "Elastophene 180 Sanded" or "Sopralene 180 Sanded" or Sopralene.F.lam.180=; mechanically fastened. Membrane: — "Elastophene Flam FR GR" or 'Sopralene.Flam,180. FR.GR' or "Sopralene Flam 250 FR GR" or "Soprafix Cap FR 656" heat welded. 7a. Deck: NC Incline: 1/2 • • • • • • • • •••• •••••• • • • • Thermal Barrier (Optional): —Thermal Barrier (optional): Minimum 13 mm gypsum wallboard, minimtlr» 6.4•mm thickKieorgia-Pacific • Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard" overlayment board, cement boa -g!i, Wnated a jVf�fck, • mineral fibreboard, wood fibreboard or perlite, mechanically fastened. • •• • • •' Vapour Barrier (Optional): — Any UL Classified vapour barrier or two plies of Type 15 felt, two plies MTf e•Id or VI fibreglass, one p: • of Sopraglass 40, Sopraglass 100, Elastophene Sanded, Elastophene 180 Sanded, Sopralene Stick Adhesivaq 6•pralene Stick Hit 20 or • • Sopralene Stick HR 40, adhered with hot -roofing asphalt or loose laid or Elastophene SP, Elastophene Fl9gV F4gpfaseal 6Q, SbpWteal 18(? • • • • 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•'o:�I-:acific (4Qsujp I:-C ••••• "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard"" mechanically fastened hot mopped or adheres wltlN any UL Clogcifi•d insulat" • • • • adhesive. 969909 • Insulation (Optional): — EPS or Extruded Polystyrene, any thickness, mechanically fastened, hot mopped •radhered with any UL •• Classified insulation adhesive. • • • • • • • • • p 469009 g Barrier Board (Optional): — 3.2 mm, 4.7 mm or 6.4 mm "SOPRABOARD" or So ra-ISO HD or minimum 6.4•mm thick•Geor ia-Pacific • • Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard"" or "DensGuard@" mechanicall?;ajtbn�d hot mo4ppdpr adherE:• • •• • with any UL Classified insulation adhesive. • • • • NOTE: Polystyrene insulation must be covered with minimum 1/4-in. thick Georgia-Pacific Gypsum LLC "DensDeck @ Roofooart" or "DensDeck Prime@ Roofboard" or "DensDeck Prime 2'" Roofboard" or "DensDeck DuraGuard@ Roofboard" or Certainteed Gypsum Inc "GlasRoc" or USG Corp. SECUROCK@ Glass -Mat Roof Board (Type SGMRX)". Ply Sheet: — One ply "Sopralene 250 Sanded" or "Sopralene Flam 250" or "Sopraply Base Plus P/P 3.0", mechanically fastened. Membrane: — "Elastophene Flam FR GR" or "Sopralene Flam 180 FR GR" or "Sopralene Flam 250 FR GR" or "Soprafix Cap FR 656" heat welded. 8. Deck: C-19/32 Incline: 1/2 Thermal Barrier (Optional): — Thermal Barrier (optional): Minimum 13 mm gypsum wallboard, minimum 6.4 mm thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard", "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard" Roofboard" or "DensDeck Prime@ Roofboard" overlayment board, cement boards designated 6 mm thick, mineral fibreboard, wood fibreboard or perlite, mechanically fastened. Vapour Barrier (Optional): — Any UL Classified 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 Classified insulation, EPS or extruded polystyrene, any thickness or combination. Barrier Board (Optional): — 3.2 mm, 4.7 mm or 6.4 mm "SOPRABOARD" or Sopra-ISO HD or minimum 6.4 mm thick Geogia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard" Roofboard" or "DensDeck Prime@ Roofboard" "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard"" mechanically fastened or hot mopped or adhered with any UL Classified insulation adhesive. Base Sheet: — One ply "Elastophene Flam" mechanically fastened. Membrane: — "Elastophene Flam FR GR" heat welded. 8a. Deck: NC Incline: 1/2 Thermal Barrier (Optional): — Thermal Barrier (optional): Minimum 13 mm gypsum wallboard, minimum 6.4 mm thick Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck Prime@ Roofboard", "DensDeck @ Roofboard" or "DensDeck Prime@ Roofboard" overlayment board, cement boards designated 6 mm thick, mineral fibreboard, wood fibreboard or perlite, mechanically fastened. Vapour Barrier (Optional): — Any UL Classified 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 Classified insulation, EPS or extruded polystyrene, any thickness or combination. a Membrane: SBS Deck Type 2I: Steel, Insulated Deck Description: 18-22 ga., Type B, Grade 33 steel deck fastened 6" o.c. with Traxx/5 fasteners to supports spaced maximum deck spans of 6 ft. o.c. Deck side laps are attached with Traxx/1 screws spaced 24" o.c. This Tested Assembly has been analyzed r allowable deck st ess. See Evidence Submitted Table. System Type C(2): All layers of insulation simultaneously at ched. All General and System Limitations apply. , Vapor Barrier: Sopravap'r, self -adhered to he top fla ges of t 1 d k- (Optional) One or more layers of any of the following insulati S. Base Insulation Layer Insulat asteners Fastener (Table 3) Depsityf tt2 ACFoam-II, Sopra-ISO s, ACFoam-III, Sopra-ISO± s, EnergyGuard POLYISiA I$sdiation,.. • • EnergyGuard Ultra POLYISO Insulation, 1ENRG � 3,+ENRGY 3 FR, ENRGY i3•AGF+, •. • ....:. ENRGY 3 CGF, H-Shield, Sopra-ISO r, M-Shield, H-Shield CG, Sopra-ISO+ r,•Mttlti-Max FA-3, • • Sopra-ISO x (flat or tapered) • • • • • • Minimum 1.5" thick N/A .... .N/A• ..�..• ...... .... ..... Note: All layers shall be simultaneously fastened; see top layer below for fasten *nd densify.w. Top Insulation Layer Insulation Fasteners : Fastener ....;. (Table 3) • •. Density/tt • • • ECUROC�y-psu'm Tibe'r - f:B_Sa'F"d •..'.' minimum :S.'=thi 8 (#12 or #14) with 37, 8 (#12) or 35 �Ta-7 with 7, 3 (#12 or #14) with 15, 38 or 21 (#12) or 11 or 21 (#14) with 134 or 17 or 2 (#12 or #14) with 30 / Note: All.laye.rs_oGiinsulation s a .be-mechamc: ll-v-a tacked using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Refer to Roofing Application Standard RAS 117 for insulation attachment. Primer: Coverboard is primed with an approved ASTM D41 asphalt primer at a rate of (Optional) 100-150 ft2/gal. Base Sheet: Elastophene Flam HS*, Elastophene Flam 2.2*, Elastophene Flam*, ttp.,ral=nc I lam S0��1, Colphene Flam 180*, Sopralene Flam 250*, 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 or Sopralene 250 SP, torch -applied. *Requires torch -applied Ply or Cap. Ply Sheet: Elastophene HS 62, Elastophene Sanded, Colphene Sanded, Elastophene Sanded (Optional) 2.2, Elastophene Sanded 3.0, Elastophene HS, Sopralene 180 Sanded 2.2, Colphene 180 Sanded, Sopralene 180 Sanded, Sopralene 250 Sanded, Elastophene PS*, Elastophene PS 3.0*, Sopralene 180 PS 2.2*, Colphene 180 PS* or Sopralene 180 PS* applied in hot asphalt at 25 lbs./sq. Or NOA No.: 15-0709.15 Expiration Date: 03/01/21 Approval Date: 03/31/16 Page 42 of 129 Ply Sheet: Elastophene Flam HS*, Elastophene Flam 2.2*, Elastophene Flam*, Sopralene (Optional) Flam 180*, Colphene Flam 180*, Sopralene Flam 250*, Elastophene SP 2.2, Continued 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 or Sopralene 250 SP, torch -applied. *Requires torch -applied Cap. Membrane: Soprastar Sanded, Elastophene GR, Elastophene LS FR GR, Elastophene FR GR, Elastophene FR+ GR, Sopralene 180 FR GR, Colphene 180 FR GR, Sopralene 180 FR+ GR, Sopralene 180 Ultra FR GR, Sopralene 250 FR GR, Colphene 250 FR GR, Sopralene 250 FR+ GR, Sopralene 250 Ultra FR GR or Sopralast 50 TV Alu Sanded, applied in hot asphalt at 25 lbs./sq. Or Elastophene Flam GR, Elastophene Flam LS FR GR, E astophene Flam FR GR, Sopralene Flam 180 GR, Colphene Flam 180 GR, Sopr lene Flam 180 GR 3.5, Sopralene. IamrL80, ER_GR,rColphene Flam 180 FR G , Sopralene Flam 180 Ultra FR GR, Sopralene Flam 180 FRG 3.5, Sopralen Flam 250 FR GR, Colphene Flam 250 FR GR, Sopralene F am 250 Ultra GR, Soprastar Ft�ifi', Sopralene Flam 180 FR+ GR, Sopralen Flam 250 FR+ R, topwalast 501'V't�lu, Sopralene Flam Antirock, torch-applie • • • • • • • • • • Surfacing: Surfacing is Optional on granular surfa ed field cap e i1��."' ,...; Surfacing is Required for sm oth or sa ded surfaced iel c membranes'. '. ' Refer to Underwriters Laborat ries or to in S s�l�,�tings fo • • • applicable fire classifications. ..'..' '....' • • ...... Apply any coating listed in Table 4 abo e, r any iami-Dade arp!oved coating ' System. Y •..•.• ' • • • • • Maximum Design . . . ***Soo Pressure: •• . •• • 52.5 psf.i(Scc,Gcncral_Limitation 7..~ • • NOA No.: 15-0709.15 Expiration Date: 03/01/21 Approval Date: 03/31/16 Page 43 of 129 MIAMI•DADE MIAMI-DARE COUNTY fT 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.2ov/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 otherZhax 14iami D'aflL' • • • •; • County) reserve the right to have this product or material tested for quality assurjQ vurposee *lf. ••�•�• this product or material fails to perform in the accepted manner, the manufacturervi4],Wcur the � • expense of such testing and the AHJ may immediately revoke, modify, or suspencWw use of Wh • • • • • • • product or material within their jurisdiction. RER reserves the right to revoke this! aeoeptanca, itit. • is determined by Miami -Dade County Product Control Section that this product 6f M:rial f�ils-itr • ..:..' meet the requirements of the applicable building code. ' • "' • • • • • • • This product is approved as described herein, and has been designed to comply Lth thl, Florida Building .... % Code including the High Velocity Hurricane Zone of the Florida Building Code; • • • •' DESCRIPTION: Soprema Modified Bitumen Roofing Systems over Steel Decks. • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION 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. 14-0603.08 and consists of pages 1 through 129. The submtted documentation was reviewed by Jorge L. Acebo. MIAMI•DADE COUNTY NOA No.: 15-0709.15 Expiration Date: 03/01/21 Approval Date: 03/31/16 Page 1 of 129 ROOFING SYSTEM APPROVAL Category Roofing Sub -Category: Modified Bitumen Material: SBS Deck Type: Steel Maximum Design Pressure: -172.5 psf. TRADE NAMES OF PRODUCTS 1VIANUFACTURED 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 Soprabase Soprabase S Soprabase TG Sopra IV Sopra VI 39" x 108' (3.5 ASTM D4601 Fiberglass reinforced modified asphalt b"Q sheet sq.) for bonding or mechanic�llyp%aching "- - • substrate. For use as a ba%t/ply sheelolly.. 39" x 99' (3 sq.) ASTM D4601 Oxidized asphalt, polye; "* *xforced, saud- surface base sheet. For uSe1i a basefply sheet .... . only. •• 39" x 65' (2 sq.) ...... .... ASTM D4601 SBS modified bitumen, pofywTer reiiifatc�Q, sand -surfaced base sheej •1FQP pse as a base/ply sheet only. • 39" x 65' (2 sq.) ASTM D4601 SBS modified bitumen, puiye4er reinforced, film -surfaced base sheet. For use as abase/ply sheet only. 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. 36" x 180' (5 sq.) ASTM D2178 Type IV Elastophene Stick 39" x 49' (1.5 sq.) ASTM D6163 Type IV, fiberglass reinforced, smooth surfaced ply sheet used in multi -ply systems and complies with ASTM and UL Standards. Applied in hot asphalt or cold adhesive. Self -adhered, sanded surfaced, fiberglass reinforced membranes. Elastophene Flam 39" x 49' (1.5 sq.) ASTM D6163 Self -adhered, sanded surfaced, fiberglass Stick reinforced membranes. Sopralene Flam 39" x 49' (1.5 sq.) ASTM D6164 Self -adhered, polyester reinforced membrane Stick with a release film on the bottom and a sanded top. NOA No.: 15-0709.15 Expiration Date: 03/01/21 Approval Date: 03/31/16 Page 2 of 129 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. 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 SA 39" x 49' (1.5 sq.) ASTM D6163 Fiberglass reinforced, modified bitumen membrane with I" wide factory applied self - adhering strips on back side Colvent 180 TG 39" x 33' (1 sq.) ASTM D6164 Polyester reinforced, modified bitumen? • • • • membrane with 1" wide Lct of yb applied Wt • • • • ; • weld strips on back side....... • • • '. Colvent Flam TG 39" x 49' (1.5 sq.) ASTM D6163 •...... Fiberglass reinforced, modi'1iPTbitumen • membrane with I" wide factory applildhetl • • • • • back burn-*off00*0 weld strips on side 6�� aplastic film • surface. ..'..' .... ...... Colvent Flam 180 39" x 33' (1 sq.) ASTM D6164 Polyester reinforced, ma�ificMitumen •, TG membrane with 1" wide factoxy applii d&4 t weld strips on back side Wa Plastic > Vn,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 49' (1.5 sq.) ASTM D6163 Fiberglass reinforced modified bitumen Sanded 2.2 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 bitumen membrane with fire retardants and sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. NOA No.: 15-0709.15 Expiration Date: 03/O1/21 Approval Date: 03/31/16 Page 3 of 129 Test Product Dimensions Specification Product Description Elastophene PS 39" x 49' (1.5 sq.) ASTM D6163 Glass reinforced modified bitumen membrane with a plastic burn -off film for heat weld bonding to the top side. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene PS 3.0 39" x 49' (1.5 sq.) ASTM D6163 Glass reinforced modified bitumen membrane 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 Colphene SP 2.2 39" x 49' (1.5 sq.) ASTM D6163 Elastophene SP 3.0 39" x 49' (1 sq.) Colphene SP 3.0 39" x 49' (1 sq.) 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). Glass reinforced modifi4i b4Ven membrane with a plastic burn -off film on the boU8%%d sanded on the top. Appli �d ty Treat welair g or ribbon stripping (after rerj�Qyjl of plaasi um - off film). •....' ; •.. • ASTM D6163 Glass reinforced modified *Unen merrTrUe with a plastic burn -off f4�jQZ;he bottom and sanded on the top. Applied by,heat 4eld%l g or ribbon stripping (after romov al of plVib'li ?t- off film). • • • • • 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 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 bum -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. NOA No.: 15-0709.15 Expiration Date: 03/01/21 Approval Date: 03/31/16 Page 4 of 129 Test Product Dimensions Specification Product Description Elastophene 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. 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 D6164 Elastophene GR 39" x 33' (1 sq.) ASTM D6163 Elastophene LS FR 39" x 33' (1 sq.) ASTM D6163 GR Non -woven polyester reinforced modified .0 .. bitumen membrane with a sanded bottom and a 00 plastic burn -off film on ttaitop: Applie" isl hot • asphalt, cold adhesive orribbolt stripping.•.' • Fiberglass reinforced moclitiC,d bitumij �.... membrane with fire retaidex *"sanded o%tbt- bottom and mineral granu4m, ea the top.. Applied ..... • in hot asphalt, cold adhetfve•Or ribbon-scipping. ...... Fiberglass reinforced modifiec:bitun>en • membrane with fire reta;dame,.sandeV(ln "e bottom and mineral granttlbs on the tQp - Applied : "' •: in hot asphalt, cold adhesive or ribbon Aripping. Elastophene 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. Elastophene 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. Elastophene Flam 39" x 33' (1 sq.) ASTM D6163 Fiberglass reinforced modified bitumen GR 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 GR membrane with fire retardants, a plastic burn -off film on the bottom and mineral granules on the top. Applied by heat welding. NOA No.: 15-0709.15 MIAMI•DADE COUNTY NJ Expiration Date: 03/01/21 �Vl• • • , , 111W Approval Date: 03/31/16 Page 5 of 129 Test Product Dimensions Specification Product Description Elastophene Flam 39" x 33' (1 sq.) ASTM D6163 Fiberglass reinforced modified bitumen FR GR 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 FR+ GR membrane with fire retardants a plastic burn -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 Sanded 39" x 26' (3/4 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 Sanded 39" x 26' (3/4 sq.) Sopralene 180 39" x 33' (1 sq.) ASTM D6164 Sanded 2.2 Sopralene 180 PS 39" x 33' (1 sq.) ASTM D6164 Sopralene 180 PS 39" x 49' (1.5 sq.) ASTM D6164 2.2 Non -woven polyester reinforced modi fij�. bitumen membrane sanded on both sl'de,5 • Applied in hot asphalt, cold aliesive or ribbon • • stripping. ...... .. ...... Non -woven polyester reixiarced modified. • • • • • • bitumen membrane sander enboth sides..' ..... Applied in hot asphalt &OVII.Oadhesi ". • • ., • .:..' .. .. .... Non -woven polyester raioifk"d modified ...... • • bitumen membrane with a plastic busn-off film000000 • ...... on the top and sanded o'h tIV4ottom! Non -woven polyester reinforced mots V4 • bitumen 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' (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 burn -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. Sopralene 250 SP 39" x 33' (1 sq.) ASTM D6164 Non -woven polyester reinforced modified bitumen membrane with a plastic burn -off film on the bottom and sanded on the top. NOA No.: 15-0709.15 MIAMI•DADE COUNTY Expiration Date: 03/01/21 • • . Approval Date: 03/31/16 Page 6 of 129 tr Test Product Product Dimensions Specification Description Soprafix Base 610 39" x 30' (1 sq.) ASTM D6162 Composite reinforced modified bitumen membrane with a film surface. Applied by mechanical attachment. Soprafix Base 611 39" x 33' (1.5 sq.) ASTM D6164 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 Soprafix [S] 39" x 33' (1 sq.) ASTM D6164 Soprafix Base 612 39" x 33' (1 sq.) ASTM D6164 Soprafix [F] 39" x 33' (1 sq.) ASTM D6164 Soprafix Base 613 39" x 33' (1 sq.) ASTM D6164 Composite reinforced modified membrane with a film surface. Applied by mechanical attachment. Non -woven polyester reinforced modified bitumen membrane. Applied by mecDani"I attachment. : . "" • • • • • • Non -woven polyester reitifteed mo ifiea. bitumen membrane. Ap' MRI' Oy mechanical attachment. 00900, .', .. • .... . .. ..... Non -woven polyester reintite;d modifed. .,;,,o bitumen membrane. Apric''li'by mechanical •..... attachment. • Non -woven polyester ntnfQme d molriet . bitumen membrane. Aplyed lD eal Y meG� +' attachment. Soprafix [X] 39" x 33' (1 sq.) ASTM D6164 Non -woven polyester reinforced modified bitumen membrane. Applied by mechanical attachment. 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 Soprafix Base 622 39" x 33' (1 sq.) ASTM D6164 .2. • �b APPROVED;1 w: ' 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. 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. NOA No.: 15-0709.15 Expiration Date: 03/01/21 Approval Date: 03/31/16 Page 7 of 129 Product Dimensions Soprafix-e 39" x 33' (1 sq.) Soprafix Base 641 39" x 33' (1 sq.) Soprafix Cap FR- 651 Sopralene Flam 180 39" x 33' (1 sq.) 39" x 33' (1 sq.) Test Product Specification Description 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. 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. ASTM D6163 Fiberglass reinforced modified bitumen membrane with fire retardants, a plastjdl7d%off film on the bottom and m;: emT rranulel bli the • • + • • top. Applied by heat wel44, • +: * • ASTM D6164 Non -woven polyester rein16'rtta SBS modified • • • • bitumen membrane, both•siaes eovereMit%a • plastic bum -off film. Anpj*q*%y heat weling or "; • •+ ribbon stripping (after rem(SW bf plaStj� NITI off film). • • .... 0• • + • • • • Colphene Flam 39" x 33' (1 sq.) ASTM D6164 Non -woven polyester reViforc�ed SBS; -Pored "'•• • 180 bitumen membrane, botlTri[ bs:�overe4 vith a :....: plastic burn -off film. Applied by hea%yeletng 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 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 burn -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 plastic burn -off film). NOA No.: 15-0709.15 Expiration Date: 03/01/21 Approval Date: 03/31/16 Page 8 of 129 Test Product Dimensions Specification Product Description Sopralene 180 39" x 33' (1 sq.) ASTM D6164 Non -woven polyester reinforced modified 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). Sopralene 180 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). Sopralene 250 FR 39" x 33' (1 sq.) GR Colphene 250 FR 39" x 33' (1 sq.) GR Sopralene 250 39" x 33' (1 sq.) Ultra FR GR ASTM D6164 Non -woven polyester reinforced modified bitumen membrane with fire retardants a sanded bottom and a mineral granules top. Applied in hot asphalt, cold applied adhesive or 4 M6% stripping (after removal etpOgic bur M film). ASTM D6164 Non -woven polyester reinf"Cded moe'fse1• bitumen membrane witho$re retardants a Sanded bottom and a mineral gr&gd1t:-top. A:p'pliin hot asphalt, cold applied.4(14Vjve or ribbo* stripping (after removal ciNa "tic bui'1Z f film). ASTM D6164 Non -woven polyester re nfo;cad modifie$ bitumen membrane wit4fire retardar tse ded bottom and a mineral grawafes.*top. Applied in hot asphalt, cold applied adhesive or'rila]W stripping (after removal of plastic bum -off film). Sopralene 250 39" x 33' (1 sq.) ASTM D6164 Non -woven polyester reinforced modified 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). Sopralene Flam 39" x 33' (1 sq.) ASTM D6164 Non -woven polyester reinforced modified 180 GR 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 GR 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 burn -off film). ARROYED NOA No.: 15-0709.15 Expiration Date: 03/01/21 Approval Date: 03/31/16 Page 9 of 129 Test Product Product Dimensions Specification Description Sopralene Flam 39" x 33' (1 sq.) ASTM D6164 Non -woven polyester reinforced modified 180 GR 3.5 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 burn -off film). Sopralene Flam 39" x 33' (1 sq.) ASTM D6164 Non -woven polyester reinforced modified 180 FR GR 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). Colphene Flam 39" x 33' (1 sq.) ASTM D6164 Non -woven polyester reinforced modified 180 FR GR bitumen membrane with fire retardants a plastic burn -off film on the bottom and mineral granules on the top. Applied by cleat fielding or nbbon stripping (after removal bf burn- Qfilm). • • • :' Sopralene Flam ,plastic 39" x 33' (1 sq.) ASTM D6164 Non -woven polyester re7T To:c *d modifi2d• ...... 180 FR GR 3.5 bitumen membrane with jl ' retardants a plastic • 09 ...... burn -off film on the bot1W pptl min(ra} granules • on the top. Applied by koat.w lding orxillbon ..... • stripping (after removal (Yfplestic buTia4f film)....... Sopralene Flam 39" x 33' (1 sq.) ASTM D6164 Non -woven polyester rVeCorcted mo4ifie�d •. 180 Ultra FR GR bitumen membrane with fire: etardajM"plastic • bum -off film on the botterri aid mineral granules; • • • •; on the top. Applied by heat welding "nb�ion stripping (after removal of plastic burn -off film). Sopralene Flam 39" x 33' (1 sq.) ASTM D6164 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 burn -off film). Colphene Flam 39" x 33' (1 sq.) ASTM D6164 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 burn -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 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.: 15-0709.15 MIAMI•DADE COUNTY Expiration Date: 03/01/21 Approval Date: 03/31/16 Page 10 of 129 Test Product Product Dimensions Specification Description Sopralene Flam 39" x 33' (1 sq.) ASTM D6164 Non -woven polyester reinforced modified 180 FR+ GR 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 250 FR+ GR 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 Antirock bitumen membrane with a plastic burn -off film on the bottom and mineral granules on the top. •••• Applied by heat welding. • • • • • ASTM D6298 Fiberglass moalfiectbitunjpp ?�11eeting Goes** • � Sopralast 50 TV various reinforced Alu faced with aluminum foil •applied by Aea't •••• ...... • welding of ribbon strippipg,•(�fter removal of :**so: plastic burn -off film). ' ....' • Sopralast 50 TV various ASTM D6298 Fiberglass reinforced mod;{eJ biturae$111(�eting .. • • • • • Alu Sanded . ..... sanded on the bottom a;�j J4.:end with al rmnum ...... foil. Applied in hot asphalt, cold ad] esl% or 0 : ribbon stripping. :""' • • • • Soprastar Flam 39" x 33' (1 sq.) ASTM D6162 Polyester reinforced SBS modified lbit lme* ' membrane with a plastic burn -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 burn -off film). Elastocol 500 various ASTM D41 Asphalt primers. Elastocol Stick various ASTM D41 Asphalt primers. Elastocol Stick Various ASTM D41 Asphalt primers. Zero ALSAN Flashing" 1.25 gallon pail or Proprietary One part polyurethane/bitumen resin, moisture 3.75 gallon pail cure compound. �s*• ` .' APPROVED... -, NOA No.: 15-0709.15 Expiration Date: 03/01/21 Approval Date: 03/31/16 Page 11 of 129 Product ALSAN Polyfleece COLPLY Flashing Cement Sopravap'r Soprawalk COLPLY Adhesive COLPLY Modified Adhesive COLPLY EF Adhesive MIAMI•DADE COUNTYWM Dimensions 4", 8" or 39" wide by 50' long 5 gallon pail Test Product Specification Description Proprietary Non -woven polyester reinforcement used in the ALSAN Flashing system. Proprietary Elastomeric bitumen based mastic compound. 45" x 133' Various 39" x 26' (3/4 sq.) Proprietary 5 gallon pail or 55 gallon drum 5 gallon pail, 55 gallon drum or 350 gallon tote 5 gallon pail Proprietary Proprietary Proprietary A self -adhering air/vapor barrier membrane 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. 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 strippirw_, . Polymer modified cold 1?rpcltsjmembrane e adhesive. • Elastomeric bitumen base cold adhesive. •..• •• ••.• • •• Solvent free, polymeric a'dhelive. 0 • • • • ...... • • • .00000 . •• • •• • . . NOA No.: 15-0709.15 Expiration Date: 03/01/21 Approval Date: 03/31/16 Page 12 of 129 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Manufacturer (With Current NOA) ACFoam-11, ACFoam-III Polyisocyanurate foam insulation Atlas Roofing Corporation ISO 95+ GL Polyisocyanurate foam insulation Firestone Building Products Company, LLC EPS Type IX 1.8 pcf. Polystyrene Insulation Generic XPS Type IV 1.6 pcf. Polystyrene Insulation Generic High Density Wood Fiberboard Wood fiber insulation board Generic Perlite Insulation Perlite insulation board Generic DensDeck, DensDeck Prime Water resistant gypsum board Georgia Pacific Gypsum LLC M-Shield Polyisocyanurate foam insulation Soprema, Inc. Sopra-ISO r, Sopra-ISO+ r Polyisocyanurate foam insulation �. �Sopre211� ��1G. • Sopra-ISO s, Sopra-ISO+ s Polyisocyanurate foam insulation • • •Sopremm, Ivic . Sopra-ISO x Polyisocyanurate foam insulation �Soprema, ]'nc. ""• • Sopra-ISO r Polyisocyanurate foam insulation • •.. Sopre"a, 41c. ; • • • •; Sopraboard Mineral fortified asphaltic cored "" Soprlima .h1c. • • • • • . . coverboard ...... 000000"' • • H-Shield, H-Shield CG Polyisocyanurate foam insulation �, �, %unter Pan els LLC ENRGY 3, ENRGY 3 25 PSI Polyisocyanurate foam insulation 7o;ns Manville Corp ....... ENRGY 3 CGF, ENRGY 3 FR, Polyisocyanurate foam insulation ...... J4ns Manville Corp.: ENRGY 3 AGF ' Fesco Board Expanded mineral fiber insulation Johns Manville Corp. Fesco Board HD, Retro-Fit Board, Expanded mineral fiberboard Johns Manville Corp. DuraBoard Invinsa Roof Board, High density Polyisocyanurate Johns Manville Corp. Invinsa FR Roof Board Ultra -Max, 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 / EnergyGuard Polyiso Insulation, Polyisocyanurate foam insulation GAF EnergyGuard Ultra POLYISO Insulation Kingspan GreenGuard-PB6, Kingspan GreenGuard-PB6W, Kingspan GreenGuard-PB6 PLUS, Kingspan GreenGuard-PB6FA, Kingspan GreenGuard-PB38FA, Kingspan GreenGuard-PB6FA90, Kingspan GreenGuard-PB3890 MIAMI•DADE COUNTY ... Extruded polystyrene Kingspan Insulation LLC NOA No.: 15-0709.15 Expiration Date: 03/01/21 Approval Date: 03/31/16 Page 13 of 129 Y *+ • APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Tri-Fix Fastening Fastening system for base sheet 3" diameter Soprema, Inc. System attachment to lightweight plate with concrete, gypsum or various length cementitious wood fiber decks. fasteners 2. Soprema #12, #14 & Fasteners for membrane or Various Soprema, 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 1/4 ' SFS Intec, Inc. Steel Hex • • • . 5. AccuTrac Hextra Insulation fastener for wood and .'. OM(S'htt. • • • • • • 6. AccuTrac Plate steel. Galvalume square stress plate ...... 3" square OM6, Vc. ' • 7. OMG 3" Galvalume Galvalume stress plate. 3" round.' •' • • OIISi Its. Steel Plate •••• • •• ..... • 8. #12 Standard Roofgrip, Insulation fastener. • • • : • • ..'..' OM" #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 • • Altenldl Br"nck & ' 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. 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 Y round Altenloh, Brinck & Insulation Plate Co. U.S., Inc. 14. Polymer Batten Strip Modified polymer batten bar OMG, Inc. 15. Dekfast Galvalume Galvalume A7-50 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 Soprema, Inc. Plate 19. Soprafix 2-3/8" SB Stress plate 2-3/8" Soprema, Inc. Stress Plate diameter 20. Soprafix MBB-R Metal Batten Bar Soprema, Inc. NOA No.: 15-0709.15 MIAMI•DADE COUNTY Expiration Date: 03/01/21 O Approval Date: 03/31/16 Page 14 of 129 or APPROVED FASTENERS: TABLE 3 Fastener Product Product Number Name Description 21. Soprema #12 DP Insulation and membrane Fastener, Soprema #14 fasteners MP Fastener, Soprema #15 HD Fastener 22. Trufast Flat Batten Bar Galvalume AZ55 steel batten bar 23. Trufast Recessed Batten Galvalume AZ55 steel batten bar Bar with recessed holes 24. #15 Roofgrip Large Carbon steel fasteners used in Head steel, wood and concrete decks. 25. Dekfast IF-2-SB Galvalume AZ55 steel plate 26. Dekfast Galvalume Galvalume AZ55 steel barbed Steel Round 2-3/8" 20 plate ga. Barbed Plate 27. Trufast 2" Barbed Galvalume steel stress plate Metal Seam Plate 28. Trufast 2.4" Barbed Galvalume steel stress plate Metal Seam Plate 29. Soprema 2" Seam Plate Stress plate 30. Soprema 3" Metal Stress plate Insulation Plate 31. Flat Bottom Metal Plate Galvalume stress plate. 32. OMG 2" Barbed Plate Galvalume stress plate 33. Trufast 2.4" Scoop Galvalume steel stress plate Seam Plate 34. Soprema 2.4" Seam Galvalume steel stress plate Plates 35. OMG Heavy -Duty Insulation fastener for wood, steel and concrete. 36. OMG 2-3/8" Barbed Galvalume stress plate XHD Plate 37. AccuTrac Flat Bottom Aluminized square stress plate 38. Trufast #12 DP Insulation fastener for wood and Fastener steel. Manufacturer Dimensions (With Current NOA) Various Soprema, Inc. Altenloh, Brinck & Co. U.S., Inc. Altenloh, Brinck & Co. U.S., Inc. Various OMG, Inc. 2" round SFS Intec, Inc. 2.37" Round SFS Rite; i Tnc. • ...... .. . ...... 2" Round* • 0 go ltenloh, Brinck & • •••••• Co.I?'S 1ric. • .... . :. ..... 2.4" Round... Altenloh,$rixick & �; • • • .. .. CO. INS.� �i1C. ...... 2 diameter . Soprema, Inc. • 3" diameter Soprgif"'mac. 3" square ON!&,, Iric. 2" Round OMG, Inc. 2.4" Round Altenloh, Brinck & Co. U.S., Inc. 2.4" Round Soprema, Inc. OMG, Inc. 2-3/8" Round OMG, Inc. 3" square OMG, Inc. Various Altenloh, Brinck & Co. U.S., Inc. NOA No.: 15-0709.15 Expiration Date: 03/01/21 Approval Date: 03/31/16 Page 15 of 129 0 4� r APPROVED SURFACING/COATING OPTIONS: TABLE 4 Chosen components must be applied according to manufacturer's application instructions. Any coating, listed below, used as a surfacing, must be listed within a current NOA. System Manufacturer Application Number 1. Generic Flood coat and gravel/slag with an application rate of 60 lbs./sq. & 4001bs./sq., respectively. 2. Soprema, Inc. Gravel applied at 400 lbs./sq., adhered with COLPLY EF Adhesive, COLPLY Adhesive, COLPLY Modified Adhesive at 4 gal./sq. 3. Karnak Corporation Karnak (#97 AF) Fibrated Aluminum Roof Coating applied at an application rate of 1.5 gal./sq. 4. Soprema, Inc. Cural Ahiminizer applied at an application rate of 2 gal./sq. 5. Thermo Manufacturing Super Prep Elastomeric Roof Maintenance CoatineWied Systems, LLC in two coats at an application rate of;i5 gatdsq./coaf." ' • • • • • 6. Quest Construction United Coatings Roof Mate Coating,.applied in oile.OiC coat • Products LLC dba United at a rate of 1.5 gal./sq. and one finislreeat A a rate of.1.5 • Coatings gal./sq. 7. Insulating Coatings Astec 2000 Finish Coat applied in tvjq ok*j*e coats at agrate of . Corporation 0.75 gal./sq./coat and two finish coa"It a,fate of4•ZS • • gal:/sq./coat. • •.... • • 8. Henry Company HE280DC White Elastomeric Roof Coating applt;�hip.-o • • •.:. coats at an application rate of 1 gal.15./roat. • 9. National Coating Corp. Acryshield® A500 applied in two coats at an app1jc.*atipn rate • of 1 gal./sq./coat. 10. Soprema, Inc. R Nova Plus applied in two coats. Base coat is applied at 3 gal/sq. (1.2 L/m'-) and allowed to dry. A top coat is applied at 1 gal/sq. (0.4 L/m2). 11. Generic Semi -ceramic coated colored granules. NOA No.: 15-0709.15 Expiration Date: 03/01/21 Approval Date: 03/31/16 Page 16 of 129 EVIDENCE SUBMITTED: Test Azency/IdentiBer 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. Oerl 3008441 FM 4470'.. • 1.0`TI/00 3044801 FM 4470...... %Q�IJt12 3047439 FM 4470 ... : • • 07/22/ 13 3028410 FM 4470 ...... : /19/07 3045734 FM 4470 "' • 004/16,4712 3046765 FM 4470..�� .Q2/ZS(13 3047351 • . FM 4470.....E f C1W 14 RR203650 FM 447CC a 12/1�/15 3053841 FM447(� :d3l T15 3051109 �•� FM 4470 • • A�/1.1/15 3042559 FM 4470 • '1971. 111 3054633 FM 4470 12/18/15 3011490 FM 4470 04/22/02 3026964 FM 4470 07/25/07 3011494 FM 4470 08/22/01 3034124 FM 4470 02/23/09 3037437 FM 4470 11/09/09 3053475 FM 4470 RR201595 FM 4470 06/17/15 RR201064 FM 4470 05/01/15 RR203157 FM 4470 11/06/15 RR203472 FM 4470 02/05/16 Underwriters Laboratories R11436 UL 790 06/18/13 Exterior Research & Design, LLC 2003.02.97-1 TAS 114 02/15/97 2003-2.04.97-1 TAS 114 04/15/97 2002.07.97-1 TAS 114 08/15/97 2716.05.98-1 TAS 114 05/27/98 2752.02LAB.05.02-1 TAS 114 05/24/02 2109.09.02 TAS 114 09/19/02 2764.09.03 TAS 114 09/16/03 f.; PRQYED -- NOA No.: 15-0709.15 Expiration Date: 03/01/21 Approval Date: 03/31/16 Page 17 of 129 r EVIDENCE SUBMITTED: (CONTINUED) Test AEency/Identifier Report Name Date Exterior Research & Design, LLC 02843.02.05-2 TAS 117 & FM 4470 02/10/05 2774.04 .05-R1 TAS 114 04/18/07 2779.11.05-R1 TAS 114 04/18/07 Trinity I ERD S12370.03.09-1 ASTM D6164 03/06/09 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 S11440.11.10-3-R1 ASTM D4601 01/30/13 S11440.12.10-1-R1 ASTM D6163 .18'l09412 S30440.03.10-2-R2 FM 4470 & TAC. S35860.12.11-1-RI ASTM 1)21;$.... •�2/4 �14 S35860.12.11-2 ASTMD4604.%. 12/a2/11 S35860.05.12-1-R2 ASTM D61F6---. .02/1.4/13 S35860.05.12-2-R3 ASTM D61640 0 0 •09*2414 S35860.05.12-3 ASTM D6IM: * *: .65)%J12 S35860.09.12-R2 ASTM D61 �. d d 1IM/14 S39320.01.12-R1 e FM 4474 & T4S Iq4; 05724/12 S39970.07.12-2 ASTM D61.64 ; O'F4Y12 S43400.08.14-6 ASTM D61`W 4)$l2,6/14 S45520.11.13-R2 Physical Properties `4) 14/14 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 S39970.07.12-R1 ASTM D6162 12/12/14 S47160.01.14-R1 FM 4470 & TAS 114 (H) 12/11/14 S45010.02.14 ASTM D6506 02/07/14 S43400.08.14-7-R1 ASTM D6164 11/20/14 S43400.09.14-9 ASTM D6164 09/02/14 S43400.09.14-10 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 09/02/14 S44220.09.14-1 ASTM D6162 09/08/14 S44220.09.14-7A ASTM D4601 09/08/14 S11440.11.10-3-R2 ASTM D4601 & TAS 117(B) 08/26/14 S39500.02.12 Physical Properties 02/23/12 PRI Construction Materials SOP-049-02-01 ASTM D1644 /D2196 05/31/12 Technologies, LLC SOP-043-02-01 ASTM D4601 02/27/12 SOP-042-02-01 ASTM D4601 02/27/12 APPROVED: NOA No.: 15-0709.15 Expiration Date: 03/01/21 Approval Date: 03/31/16 Page 18 of 129 deed.. deed.. deed.. .edge e..g.e g' e . g .. g . deed.. i. l 1 0 EVIDENCE SUBMITTED: (CONTINUED) . Test A2ency/Identifier Report Name Date PRI Construction Materials SOP-041-02-01 ASTM D2178 02/27/12 Technologies, LLC SOP-040-02-01 ASTM D2178 02/27/12 SOP-010-02-01.03 TAS-138 07/26/11 SOP-050-02-01 ASTM D3019 07/12/12 SOP-033-02-01 FM 4474 & TAS 114 05/10/12 SOP-056-02-01 Various 09/12/12 DECK STRESS ANALYSIS CALCULATIONS/REPORTS Engineer/Agency Identifier Assemblies Date Robert Nieminen, P.E. Signed/Sealed B(2), B(3), B(4), B(6), B(7), C(1), C(6), 02/10/16 Calculations C(7), C(9), C(10), C(11), D(2), D(3), D(4), D(11), D(14), D(15), D(18), ..•. D(21),D(24): .% `•.••• ....•. FM Approval Deck Limitations N/A •• • B(1), B(5), B(8), B(9), C(2),"(; j,•C(4), .. • 0 -0474/13 ' .•..% C(5), C(8), C(12), C(13), VJ T7,ID(5), • D(6), D(7), D(8), D(9), D�1"''D(12), •0 •• • • D(13), D(16), D(17), D(1V, "20), • •• ••s••• D(22), D(23), D(25), D(26'� "Z7), • • • • • D(28), D(29), D(30), D( %*C(32) too". 0905 000006 ...•.• • • • • • to • 0 •• . ••.•.. • . NOA No.: 15-0709.15 Expiration Date: 03/01/21 Approval Date: 03/31/16 Page 19 of 129 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. .RAL LIIVIITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire rati s 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 20-401bs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied'n approved **)Vaii, panel size shall be 4' x 4' maximum. ' . • • • • • 4. An overlay and/or recovery board insulation panel is required on all applications ww"osed C41840th • • • • • insulations when the base sheet is fully mopped. If no recovery board is used the 19,ase4wet shall be applied. • using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip OO 8" ri4p nsin three •••: rows one at each side lap and one down the center of the sheet allowing a continuo"?trea of Vtntfllttion. • • • • • Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in *X � bbon to* IM cross000 : 0 000 00 • ventilation. Asphalt application of either system shall be at a minimum rate of l4JJVJjg. •. Note: Spot attached systems shall be limited to a maximum design pressure bf -45 �sf. • • • ••: • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic4 f orc*SF') vaV(!8i275 lb , as • tested in compliance with Testing Application Standard TAS 105. If the fastener v-lue,•as field•*i d, are b IM: 275 lbf. Insulation attachment shall not be acceptable. 060000 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS I I I 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. MIAMI•DADE COUNTY END OF THIS ACCEPTANCE NOA No.: 15-0709.15 Expiration Date: 03/01/21 Approval Date: 03/31/16 Page 129 of 129 Atlantic & Caribbean Roof Consulting, LLC TESTING & ENGINEERING SERVICES ACRC MIAMI-DADE TEST LABORATORY #17-0918.01 FL. CERT. OF AUTH. #9036 �..ii September 4, 2 18 ACRC # 18-0549 City of Miami Shores Building Department Re: Barry University — Dunkin Donuts 11300 NE 2nd Avenue Miami FL 33161 Fj Contractor: Certified Roofing Specialist Sep G vFQ S zo1e The Building Official: Pursuant to the request of the Roofing Contractor, Atlantic & Caribbean Roof consulting "w& wted U94tt.'1!esting an& inspection of the new roof system at the referenced project on August 291h, 2018. The purl m6of the uplift testing and inspection was to confirm the new roof system was installed in accordance with the rptlhtlgjnents, of •the app> AI o permitted documents and to confirm that the roof system met the uplift requirements in aWrdance With the Florida ...... ..... .. Building Codes, 2017 edition. • • . • .. ACRC is a Miami Dade County Certified test laboratory, State of Florida Certified test laboratory and.a State of F}orih Certified Engineering company. 0.0 : 0 " 0 0 The following are our observations and comments: The roof system installed consist of a Polyisocyanurate and a''/z" thick Securock mechanically fastened to the steel deck, one ply smooth surfaced torched applied to the Securock and one ply of granular surfaced cap sheet torched applied to the smooth surface modified. The calculated pressures (by others) indicated the following: Field = 40.9 PSF Perimeter = 64.79 PSF Corner = 64.79 PSF (3' high parapet wall) ACRC conducted two Bell Chamber uplift tests, one in the field and one in the corner in accordance with TAS 124 of the test protocols for high velocity hurricane zones, 2017 edition. Both tests met the requirements of FBC building codes. (ACRC 0549 BC). The Steel deck structural system was designed and installed by the Engineer of records (by others) for the project in accordance with their design criteria. It must be noted, steel decks are normally tested with a 5/8" puddle weld and not 3/4" puddle weld. This pattern is typical in the industry and has performed extremely well in the high velocity hurricane zones. As a result, it is our professional opinion that this roof system was properly installed and will meet the requirements of the Florida building Codes for high velocity hurricane zones. If yga,�J'P1j1J�[e-y,,&uestions, please do not hesitate to call our office. ••• 1 ' N m= DyJ r, P.E. — V' V President ;ge#6Y56 r� • • ENG1N��' ��uuonn��paP�� 1839 NW 29' Street • Oakland Park, Florida 33311 • (954) 742-9515 Phone • (954) 742-9513 Fax E-mail: esmause(&roofconsultant.net / sali(@roofconsultant.net : ;�z ] \ <: � \ � �\ :/\ »y%` Atlantic & Caribbean Roof Consulting, LLC TESTING & ENGINEERING SERVICES DADE TEST LABORATORY #17-0918.01 FL. CERT. OF AUTH. #9036 September 4th, 2018 Mr. Johnathon Gonzalez Certified Roofing Specialist 3340 NW 25th Avenue Pompano Beach, FL Re: Barry University — Dunkin Donuts .... 11300 NE 2" Avenue • . . .... ...... Miami, Florida 33161 • ACRC#18-0549 •••••• •••• •••••• .... .... Dear Mr. Gonzalez: • .... .... . . ..... The referenced project has a 22 gage steel roof deck. The steel roof•46 is at{aehed at .... • • the bottom of all flutes 6" o.c. with 5/8" puddle welds. Also the joistleclotpaced 5' o.c. '. . . • . deck. •••••• ••.••• .. . •• • All information listed in this letter regarding the steel decking was provided by others • Please do not hesitate to contact our office if you require any further information regarding this matter. Sincerely, ring 0 1111f! /GI N E10t.,os" 1839 NW 29'" Street • Oakland Park, Florida 33311 • (954) 742-9515 Phone • (954) 742-9513 Fax E-mail: esmause(@roofconsultant.net / RFowlerCa)roofconsultant.net TEST REPORT UPLIFT RESISTANCE - BELL CHAMBER TEST Test Protocol TAS 124 Florida Building Code 2017 Date: August 30, 2018 ACRC #: 18-0549 BC Pages: 1- 8 Report Prepared For: Project Name: Barry University *090 Certified Roofing Specialist .... 3340 NW 25`s Avenue Address: 11300 NE 2°d Avenue .. . • • • • • .' Pompano Beach, FL '••;•• •••• •••••• City / State: Miami, FL 3316I""' ; .... .... • • • . . .... Roof: Dunkin Donuts oaf .. .... ..... • • .. .. .. . ...... TESTING LABORATORY :...:. • • •� • . . .. CACRC ...... Atlantic & Caribbean Roof Consulting TESTING & ENGINEERING SERVICES 1839 NW 29'h Street Oakland Park, FL 33311 PHONE: (954) 742-9515 EMAIL: rfowler(d)nsolfl 0' RANDAL sj (ft VICE PRES E l..- ENGINEE NGIItI1�N�4 MIAMI - DADE TESTING LABORATORY CERTIFICATION # 17-0918.01 FLORIDA ENGINEERING FIRM CERTIFICATE OF AUTHORIZATION #9036 ATLANTIC & CARIBBEAN ROOF CONSULTING ' � ACRC TESTING & ENGINEERING SERVICES TAS 124 BELL CHAMBER TEST ACRC #: 18-0549 BC Page: 2 ROOF AREA BUILDING/ROOF SYSTEM INFORMATION: Nominal Length: 37 Fr Nominal Width: 39 FT Nominal Area: 14.43 SO Parapet: No Yes X ROO10VF+CK� • • . • Minimum Parapet Height: 4 FEET . .. • . .... ...... Maximum Parapet Height: 10 FEET .. .... ..... Parapet Continuous Around Perimeter: No ❑ Yes Fx . .. . . . . ... .. . . .. .... ...... • . . . . ...... Mean Deck Height: 12 FEET 0000:....: GROUND LEVEL • • • DECK: New FX I Existing MATERIAL: Steel F_x I LWC __ ]DECK Concrete ❑ ❑ ❑ Wood CWF / Tectum Gypsum Other: INSULATION: Polyisocyanurate ❑ Perlite ❑ Woodfiber ❑ Densdeck ❑ Polystyrene 1-1 Other: ATTACHMENT: Hot Asphalt F-1 Cold Applied ❑ Mechanical F_x I Density ❑ 18-0549 TAS-124 Bell Chamber Barry University - Dunkin Donuts Roof - 8-29-18 TLANTIC & CARIBBEAN ROOF CONSULTING TESTING & ENGINEERING SERVICES ��A— TAS 124 BELL CHAMBER TEST ACRC #: 18-0549 BC Page: 3 ROOF SYSTEM INFORMATION SHEET Purpose: To Test an Existing Roof System . . .... ...... ...... .... ...... .... .... . . Surface. Gmrulated BUR....' Attach.thC "VVh • : • : .. • . • 0 Smooth biJR" " ' " • • • • • ' Attachment: drorched • ••••.• Secure Mock . "" • • • . • Attachment: Mechanically hs6ed ISO Deck: Steel 18-0549 TAS-124 Bell Chamber Barry University - Dunkin Donuts Roof - 8-29-18 Lab Report No. 128647 FLORIDA TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY DATE: June 19, 2018 ComPANYNAME: Certified Contracting Group, Inc. PROJECTADDRESS: 11300 NW 2nd Ave., Miami Shores C.A. # 30448 Lab Certificate # 17-0703.01 ASCE 7-10 Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft ••••• • At = 0.11 Bt a 1.00 • • • • Am = 0.15 Bm A•••0.•G5 Cc = 0.20 1 • •• = 500.00 ft • • • Epsilon = 0.20 Zmin •:?.b0 ft •••• Pitch of Roof = 0 : 12 Slope of Roof(Theta) v••••.40,Deg • h: Mean Roof Ht = 18.00 ft Type of Roof = •Fjjj RHt: Ridge Ht = 18.00 ft Eht: Eave Height • • • • 18.00 ft • - OH: Roof Overhang at Eave= .00 ft Overhead Type = 4M•(9verhang •••• Bldg Length Along Ridge = 42.00 ft Bldg Width Across Ridgesood O.00 ft • ••• • • • • • Parapet MWFRS Presures (Ref Para 27.4.5): 00 Qp: Pressure at Top of Parapet = 36X*F**i: •• Type of Parapet = Solid Top Elev. of Parapet 9 3.60 ft • Press -Windward Parapet = 54.65 psf Press -Leeward Parapet F -36.43 psf••••• •• • Wind Pressure on Components and Cladding (Ch 30 Part 1) •••••• All pressures shown are based upon ASD Design, with a Load Factor of .6 •• • Width of Pressure Coefficient Zone "a" = = 4.00 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ----------------- Field ------------------------------------------------------ 4.00 4.00 16.0 1 C.28 -0.98 16.21 -40.90 X t.`f S Perimeter 4.00 4.00 16.0 2 0.87 -1.66 36.95 -64.79 .1 \ Corner 4.00 4.00 16.0 3 0.87 -1.66 36.95 -64.79 FASTENER DATA EXTRAPOLATION NOA: 15-0709.15 Fastener Value As ner RAS-117 Svstem Tale: B (2) - -93.9 - 93 •` if Max Design Pressure Ft' / Fastener FV Fastener Per Board 60 2.00 120 8 Note: Calculations are based on a 4'x 4'Insulation Board Sincerely, Jorge F. Gonzalez, P.E. M..1� Lic. No. 34241 t F:�o c Q-; cEai Doc Signed by: : O• �� F �: N•.3�211 iUn'OF � 494CD28999D6446... ,L:•cCORf�� 6/19/2018'•�'��• DevatedPressure Zone Fasteners Per Board Field. 40.9 8 Perimeter: 64.79 9 Corner: 64.79 9 The method and software that have been utilized to sign and seal the report, comply with the intent of the Board Rules. Specifically, with reference to Florida Statutes 471 and the Florida Administrative Code Rule 61 G15-23.003 for Engineers. 10735 SW 21611 St. Unit 404 Tel: 305-256-4550 Page 1 of 1 Miami FL 33170 Fax: 305-256-6833 www.FloridaTEC.net ATLANTIC & CARIBBEAN ROOF CONSULTING ACRC TESTING & ENGINEERING SERVICES I TEST DATA: Pressure to Pass: PSF Field X] -59 Perimeter 7 Corner F-1 Plan Identifier & Sample #: 1 TAS 124 BELL CHAMBER TEST TEST RESULTS ACRC #: 18-0549 BC Page: 5 Tested By: Trey Sheffield, Jay Smith & Jorge Victoria Test Date: 8-29-18 Test Apparatus: BELL rjjAMBER . . .... ...... Inches of Water Uplift Pressure (PSF) Starting Deflection Ending Deflection ...... .... .... 000000 OBSFjtVA ION ..... • • 3 15 0.000 0.000 .*00 0.00 .... 6 30 0.000 0.000 ;•; •... 9 45 0.000 0.000 0 0 0* 0 0 • 12 60 0.000 0.000 PAS .... 15 75 000• 18 90 .. . 21 105 24 120 27 135 30 150 33 165 36 180 39 195 42 210 45 225 TEST RESULT: Pass Fx� Fail 1-1 Suspected Mode of Failure: Test Cut: No Yes F-1 Notes: 18-0549 TAS-124 Bell Chamber Barry University - Dunkin Donuts Roof - 8-29-18 ATLANTIC & CARIBBEAN ROOF CONSULTING TESTING & ENGINEERING SERVICES -L.- TEST DATA: Pressure to Pass: PSF Field F_] Perimeter F-1 Corner Fx--1 -93 Plan Identifier & Sample #: TAS 124 BELL CHAMBER TEST 2 TEST RESULTS .. ACRC ACRC #: 18-0549 BC Page: 6 Tested By: Trey Sheffield, Jay Smith & Jorge Victoria Test Date: 8-29-18 Test Apparatus: BELj.•Cj-?AMBVr, • • • Inches of Water Uplift Pressure (PSF) Starting Deflection Ending Deflection 0000000 .... .... .... OBSERVAY1011 • • •. .... 3 15 0.000 0.000 "•••• • ••• ••••• 6 1 30 0.000 0.000 w we" • • • • • • 9 45 0.000 0.000 • • w. 12 60 0.000 0.010 0 0 : 00060 15 75 0.010 0.038 • • • • • . : "' 19 93 0.038 0.080 PASSED 21 105 24 120 27 135 30 150 33 165 36 180 39 195 42 210 45 225 TEST RESULT: Pass FX-1 Fail F1 Suspected Mode of Failure: Test Cut: No FX--1 Yes Notes: 18-0549 TAS-124 Bell Chamber Barry University - Dunkin Donuts Roof - 8-29-18 UNEEMENE c 17, ATLANTIC & CARIBBEAN ROOF CONSULTING TESTING & ENGINEERING SERVICES ACRC TAS 124 BELL CHAMBER TEST ACRC #: 18-0549 BC Page: 7 SCOPE • Test procedure to determine the performance on an existing roof system to resist the uplift design pressures of the Florida Building Code, Edition 2017. • This test is used to determine if the existing roof system is suitable as Recover ComppvejIt in an Adhered Roof System. 0 • • • • • .... •. .. • . •• • ••••••• •..• •Y..•• ••..•. • • CONCLUSION • • • • .... : • • • •; w •• • •• • • • •• • • The tested samples passed the Uplift Design Pressures for the Corner (Highest) Zone with the Protocol Safety Factor. • The roof meets the uplift criteria for a Recover, (a second roof adhered to the existing roof), Application. 18-0549 TAS-124 Bell Chamber Barry University - Dunkin Donuts Roof - 8-29-18 � r, t 37' TLANTIC & CARIBBEAN RbOF CONSULTING ACRC TESTING & ENGINEERING SERVICES 29, KEY # Test Number RTest I ocaUon TAS 124 BELL CHAMBER TEST ROOF PLAN 39' ACRC #: 18-0549 BC Page: 8 18-0549 TAS-124 Bell Chamber Barry University - Dunkin Donuts Roof - 8-29-18 yy�N c FLORIDi'' Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number PerrnitNO. RF--18-211 Permit Type: Roof Work Classification: Flat Permit Status: APPROVED Issue Date: 9/1112018 1 Expiration: 03/10/2019 Applicant 11300 NE 2 Avenue Number: Garner Buildin 1121360000050-25 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 CERTIFIED ROOFING SPECIALIST IN( (954)781-7663 of Work: Re Roof onal Info: INSTALLATION OF NEW FLAT ROOF ification: Commercial (Scanning: 3 Fees Due Amount CCF $19.80 DBPR Fee $4.13 DCA Fee $2.75 Education Surcharge $6.60 Penalty Fee $100.00 Permit Fee - New Roof $275.00 Plan Review Fee $75.00 Plan Review Fee $75.00 Scanning Fee $9.00 Technology Fee $26.40 Work without Permit Fee $275.00 Total: $868.68 Valuation: $ 32,650.00 Total Sq Feet: 1680 Pay Date Pay Type Amt Paid Amt Due Invoice # RF-8-18-68604 09/11/2018 Credit Card $ 868.68 $ 0.00 Avauaoie inspections: Inspection Type: Final Roof Roof in Progress Renailing Affidavit Review Roof Review Roof Review Roof Review Roof 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 ELECTR),CAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFID�VVI`: I certify all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and ing. Futher or , I authorize the above -named contractor to do the work stated. September 11. 2018 le- Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy September 11, 2018 1