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HomeMy WebLinkAboutProduct Approval Certificate of Authorization bur 29824 CREEK17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,7T"EDITION(2020) Manufacturer: MID-STATES ASPHALT AND CANT STRIP, INC. Issued October 16, 2020 1637 515`Street Tuscaloosa,AL 35401 (800)489-2391 www.msaroof.com O R Manufacturing Location: Tuscaloosa,AL CODE COMPLIANCL Quality Assurance: UL LLC(QUA9625) ST. LUCIE COUNTY SCOPE BOCC Category: Roofing 9 Subcategory: Underlayments FILE COPY Code Sections: 1504.3.1, 1507.1.1 Properties: Physical properties REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies(TST5878) BWR-514-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST5878) BWR-522-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST5878) BWR-534-02-01 ASTM D 1970 2015a ASTM D4798 2011(2016) PRI Construction Materials Technologies(TST5878) BWR-543-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST5878) WRMI-011-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST5878) MSA-004-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-007-02-01 UL 1897 2012 PRI Construction Materials Technologies(TST6049) MSA-026-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-047-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-048-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-054-02-01.1 TAS 103 2020 TAS 110 2000 PRI Construction Materials Technologies(TST6049) MSA-056-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-057-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-060-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-060-02-02 TAS 110 2000 PRI Construction Materials Technologies(TST6049) MSA-062-02-01 ASTM D 1623 2017 PRI Construction Materials Technologies(TST6049) 1085T0002 TAS 110 2000 PRI Construction Materials Technologies(TST6049) 1085T0007 ASTM D 1623 2017 PRI Construction Materials Technologies(TST6049) 1085T0011 ASTM D 1623 2017 TAS 103 2020 MSA17001.2 FL17401-R5 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK MID-STATES ASPHALT AND CANT STRIP,INC Self-Adhering Underlayments TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION AND LIMITS OF USE QUIK-Stick Ice&Water QUIK-Stick Ice & Water Granular is an ASTM D 1970 self-adhesive underlayment Granular constructed from SBS modified asphalt, a fiberglass mat reinforcement and surfaced with granules. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft and has a nominal thickness of 50 mils. QUIK-Stick Ice & Water Granular is permitted to be used as prescribed in FBC Section 1507.1.1 and Table 1507.1.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a maximum 30 days. QUIK-Stick Ice&Water QUIK-Stick Ice & Water Sand is an ASTM D 1970 self-adhesive underlayment Sand constructed from SBS modified asphalt with a fiberglass mat reinforcement and surfaced with sand. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft and has a nominal thickness of 50 mils. QUIK-Stick Ice & Water Sand is permitted to be used as prescribed in FBC Section 1507.1.1 and Table 1507.1.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a maximum 30 days. QUIK-Stick HT Smooth QUIK-Stick HT Smooth is an ASTM D 1970, TAS 103, and FRSA/TRI Florida High Wind Concrete and Clay Tile Installation Manual, Sixth Edition compliant self-adhesive underlayment constructed from SBS modified asphalt with a fiberglass mat reinforcement and woven poly-fabric surface. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft or 3-ft 3-in x 61-ft and has a nominal thickness of 60 mils. QUIK-Stick HT Smooth (Woven Facer) is to be used as prescribed in FBC Section 1507.1.1 and Table 1507.1.1.1. QUIK-Stick HT is permitted to be used with mechanically attached or adhered clay or concrete tile roofing using either DAP Touch'n Seal® Storm Bond Roof Tile Adhesive or DuPontTm TILE BONDTm Roof Tile Adhesive. Exposure on the roof deck shall be limited to a maximum 180 days. The maximum roof slope shall be 6:12 when used with clay or concrete tile installations without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles shall not be stacked greater 10 tiles per stack. QUIK-Stick HT Pro QUIK-Stick HT Pro is an ASTM D 1970 self-adhesive underlayment constructed from ----SBS modified asphalt with a fiberglass mat reinforcement and poly-fabric surface. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft and has a nominal thickness of 60 mils. QUIK-Stick HT Pro is permitted to be used as prescribed in FBC Section 1507.1.1 and Table 1507.1.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a maximum 30 days. QUIK-Stick FS QUIK-Stick FS is an ASTM D 1970 self-adhesive underlayment constructed from SBS modified asphalt with a fiberglass mat reinforcement and textured film surface. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft and has a nominal thickness of 45 mils. QUIK-Stick FS is permitted to be used as prescribed in FBC Section 1507.1.1 and Table 1507.1.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a maximum 30 days. MSA17001.2 FL17401-R5 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK MID-STATES ASPHALT AND CANT STRIP,INC Self-Adhering Underlayments TECHNICAL SERVICES, LLC PRODUCT APPLICATION Min. Roof Slope: 2:12 or in accordance in with the FBC Application: All undedayments shall be installed in accordance with the FBC. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. Prior to beginning installation, the undedayment shall be unrolled and allowed to relax for a minimum of 3-5 minutes. The underlayment shall be installed with the release backer removed and pressed firmly into place to ensure complete contact with the deck. The underlayment shall be installed with the roll length parallel to the eave, starting at the eave, and with minimum 3" side laps and minimum 6"end laps staggered min.6-ft.from preceding course. It is permissible to back nail the underlayment 12-inches on-center as needed(nails shall be installed perpendicular to deck with the nail heads flush to the top surface of the underlayment). Min.Application 40°F; Contact the manufacturer when installing at temperatures below the minimum Temperature: application temperature. WIND RESISTANCE The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9. Underlayment System No.1 —QUIKStick HT Smooth only Roof Deck: Min. 15/32-inch CDX plywood attached to wood supports spaced a maximum 24"o.c. Underlayment: QUIKStick HT Smooth shall be fully adhered to the optionally primed plywood deck. Maximum Design -52.5 psf Pressure: MSA17001.2 FL17401-R5 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK MID-STATES ASPHALT AND CANT STRIP,INC MSelf-Adhering Underlayments TECHNICAL SERVICES, LLC GENERAL LIMITATIONS 1) This evaluation report is not for use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Installation of the evaluated product shall comply with this report,the FBC,and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. 5) The space under the deck area shall be properly ventilated in accordance with the FBC requirements. 6) All side lap seams shall be installed to shed water from the deck. 7) The underlayment may be used as described in other current FBC product approval documents. 8) Design wind load pressures shall be determined for components and cladding in accordance with FBC 1609. 9) The roof deck shall be designed by others in accordance with FBC requirements to resist the design wind load pressures for components and cladding. 10) Maximum Design Pressures for a given underlayment shall meet or exceed the design wind loads determined for the roof assembly. 11) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 71h Edition(2020)as evidenced in the referenced documents submitted by the named manufacturer. ,`,RY'1R,I A1.0'�i •E•N• R,�'.,, 2020.10.16 No 74021 14:26:19 • •� Pgn•ry.ameq LtlwyH Pnut : STATE OF :•4� !0,�• '� P • ��� Zachary R. Priest, P.E. �'. F•'•< O R �•p•.•' �. Florida Registration No.74021 NA\E�1-0 Organization No.ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E.does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT MSA17001.2 FL17401-R5 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. a 24g 1 . 0" Nall I Stri p AT ANTIC..ETAL H 24 gauge (min) 16 Nail Strip over 15/32 plywood of Vero Beach, Inc. Florida Product Approval Number 17796.04-R2 Manufacturer: Atlantic Metal II of Vero Beach, Inc 4310 45th Street, Vero Beach, FL www.atianticmetal2.com (772) 257-5730 J ,1 10 Metal Roofing Panels • Metal Roofing Accessories - Custom Metal Fabrication Product: Nail strip standing seam panel with nominal rib height of 1.0" and max panel width of 16". Material: 24ga or thicker steel with yield strength of at least 50ksi, and corrosion resistance per FBC 1507.4.3. Fastener: #10 x 1" pancake-style fastener, compliant with FBC 1506.6. Substrate/Deck: Minimum 15/32"thick plywood. Underlayment: Comply with FBC 1507.1.1 where required. Slope: Comply with FBC 1507.4.2 where required. Max.Allowable Loads & Installation Requirements: • Method A: 59.75psf I Install (1) #10 x 1"fastener in panel slot at 16" , O.C. Method B: 1 01 psf I Install (1)#10 x 1"fastener in panel slot at 6.75" ' o.c Method C: 153.5psf I Install (1)#10 x 1" fastener in panel slot at 6.75" o.c AND(2)#10x1" eclipse head fastener in pan of panel at 12" o.c. Factor of Safety of 2.0 applied to calculate allowable loads. Compliance statement: This product as described has demonstrated compliance with Florida Building Code 2020, Section 1504.3.2 (non-HVHZ), as required by Rule 61 G20-3, method 1 D \01%II III///// Evaluated By: ��� J��.•E'. F / David Eng, PE Timberlake Cove, LLC David EEng 3324 W Univ. Ave # 206, Gainesville FL 32607 "' 2020.10.07 _ No.81377 00:22:54+01'001- — PE Lic. No: 81377 =_ CA Lic. No: 33344 This item has been digitally signed and www.TimberLakeCove.com sealed by D.E.Eng,PE,on the date ��Q '• STATE OF iL44/� indicated Printed copies of this document �'�� '•, FZOR►OP.•' are not considered signed and sealed and the signature must be verified on any electronic copies s/ANAL �?/� FL • • 04 .: AftAL,c Technical Documentation: II of Vero Beach,Inc. This product has been tested to the UL 580 standard by Force Engineering (TST-5328), report 72-0314T-06. As referenced in FL 17796.04-R1 Certification of Independence: David Eng, PE and Timberlake Cove, LLC do not have, nor will acquire a financial interest in any company manufacturing or distributing products under this evaluation.The same entities do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. ((��([�� Exclusions& Limitations: Design of deck and roof structure (to incluFJJ9a9c hFt'�T" shall be completed by others. Fire classification and shear diaphragm design are outside the scope of this evaluation. Accelerated weathering/salt spray is outside the scope of this evaluation. Installation shall be subject to the local building code and authority having jurisdiction; this report shall not be construed to supersede local codes in force. This report is limited to compliance with structural wind load requirements of FBC 1504.3.2, as required by Rule 61 G20-3. Neither Timberlake Cove nor the manufacturer shall be responsible for any conclusions, interpretations, or designs made by others based on this evaluation report. This report is limited solely to documenting compliance with Rule 61 G20- 3, and makes no express or implied warranty regarding performance of this product. Design Process: The load tables in this report provide several prescriptive options for the fastening requirement for the applicable wind loads for roofs within the parameters described. For roofs outside of the listed parameters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or other design code in force, using allowable stress. These load tables are based on ASCE 7-16. Use of these tables assumes that the structure is: • Enclosed and conforms to wind-borne debris provisions and is a regular shaped building • Is not subject to across-wind loading, vortex shedding, or instability; nor does it have a site location for which channeling or buffeting warrant consideration Engineering analysis may be completed by other licensed engineers for project specific approval by local authorities having jurisdiction Load Tables: NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept. For the load tables below, the worst case was taken for each zone and reported using the standard zones 1-2-3: Zone 1 includes zones 1 and 1' Zone 2 includes zones 2e, 2r, and 2n Zone 3 includes zones 3e and 3r Combining these zones creates a clear, simple scheme, at the expense of some design efficiency. Contact the manufacturer for further information, or consult a licensed design professional. s r AM:;�,c L lI of Vero Beach,Inc. 2 2 _ 3 22 Instructions: \ 1 1 2 2 t Select the appropriate load table that applies to the 2 1 > 2 2 3+- a a structure in question. 2/ / Determine the design wind speed for the project /2/ 1 1 2 location. a 3 23 a Use the attachment method indicated for that —�aL- HIP ROOF I GABLE ROOF —a windspeed within each roof zone. Lift OE LOST HOIZOBTK DRENSHTIOR04NM*CHEOERISSM ERWT-T See Note on previous page. SS TH W EITHER%Di IEAST RORIZO TK DWER OR YT,09M) OR AS DE TER WED By OE SKI OR OTHER APFIK ECDDE ROOF ZONES FOR GENERIC BUILDING Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in B,C,or D exposure area Have either a flat roof,or gable/hip roof with max slope of 12:12 Have either a flat roof,or gable/hip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL17796.04: 24ga 1.0 Nail Strip on 15/32" Plywood FL17796.04: 24 a 1.0 Nail Strip on 15/32" Plywood Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A B B B Zone 1: A A A A B B B B Zone 2: A A A A A B B B B C- C Zone 2: A A B B B C C_. ._ Zone 3: A A A A ' B B B B Zone 3: B B B B C C Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in B,C,or D exposure area Have either a flat roof less than 7°,hip roof with Have either a flat roof less than 7°, hip roof with max slope of 12:12,or gable roof with slope between 4.4:12&12:12 max slope of 12:12,or gable roof with slope between 4*12& 12:12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL17796.04: 24 a 1.0 Nail Strip on 15/32" Plywood FL17796.04: 24 a 1.0 Nail Strip on 15/32" Plywood Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: A A A A A A A A A ''' _ Zone 1: A A A A A Zone 2: A A A A A A Zone 2: A A A � B Zone 3: A A A A Zone 3: A 6 B B METHOD A METHOD B METHOD C FEMALE LEG SNAPS FEMALE LEG SNAPS �1.25" 1 1.25"--1 ONTO MALE LEG ONTO MALE LEG -_-FEMALE LEG SNAPS ONTO MALE LEG #10FASTENER 1#10 FASTENER 16"O C MAX #10 FASTENER,675"O C MAX (TYP),12"O C MAX 1#10 FASTENER,6 75"O C MAX NR: NOT RATED CONSULT DESIGN PROFESSIONAL AS NEEDED • FILE- coDE. C �:. 0-nI I.N. T fONEMOjetc. TABLE 1G: ... .ECKS-NEW CONSTRUCTION ok RLROOF . . SYSTEM TYPE E-2: NON-INSULATED,MECHANICALLY ATTACHED BASE SHEET(NAILS),BONDED ROOF . System Deck(Note 1) Base Sheet Roof Cover(Note 15) MDP No. Type Fasten(Note 11) Attach Base Ply Cap Ply (Psfl Original Simplex Cap Nails(1-inch metal head SBS-SA,APP-SA, Min.15/32-inch Elastobase V,Elastobase P 6-inch o.c.at min.3-inch lap and 6-inch o.c.at BP-AA,SBS-AA, W 127 plywood or Elastovent diameter,11 gauge x min.1.25-inch long annular four(4),equally spaced,staggered center rows SBS-TA,APP-TA SBS-AA,SBS-TA, -52.5 grooved shank) APP-TA Original Simplex Cap Nails(1-inch metal head W 128 Min.15/32-inch Polybase V diameter,11 gauge x min.1.25-inch long annular four( o.c.at min.3-inch lap and 6-inch o.c.at plywood APP-TA APP-TA -52.5 grooved shank) four 4),equally spaced,staggered center rows APA rated,7/16 CAT,0.418 in., 8-inch o.c.at min.3-inch lap and 8-inch o.c.at BP-AA SBS-AA, SBS-AA,SBS-TA, W-129 Exposure 1 OSB or Elastobase V(sanded top) Simplex MAXX Cap three(3),equally spaced,staggered center -60.0 min.15/32"APA rows SBS-TA,APP-TA APP-TA rated plywood APA rated,7/16 CAT,0.418 in., Elastobase V(poly-film 8-inch o.c.at min.3-inch lap and 8-inch o.c.at W-130 Exposure 1 OSB or top) Simplex MAXX Cap three(3),equally spaced,staggered center SBS-TA SBS-TA,APP-TA -60.0 min.15/32"APA rows rated plywood APA rated,7/16 CAT,0.418 in., 8-inch o.c.at min.3-inch lap and 8-inch o.c.at W-131 Exposure 1 OSB or Polybase V Simplex MAXX Cap three(3),equally spaced,staggered center APP-TA APP-TA -60.0 min.15/32"APA rows rated plywood Elastobase V,Elastobase P, Elastovent,Polyglass G2 Base, 8-inch o.c.at min.4-inch lap and 8-inch o.c.at SBS-SA,APP-SA, W-132 Min.19/32-inch Certain-reed Glasbase, 32 ga.,1-5/8-inch diameter tin caps with 11 ga. three(3),equally spaced,staggered center BP-AA,-T SBS -T SBS-AA,SBS-TA, -60.0 plywood Firestone MB Base,1M Perma- annular ring shank nails rows SBS-TA,APP-TA APP-TA Ply 28 or GAFGLAS#75 Polyglass G2 Base, SBS-SA,APP-SA, W-133 Min.15/32-inch Elastobase V,Elastobase P 32 ga.,1-5/8-inch diameter tin caps with 11 ga. 8-inch o.c.at min.4-inch lap and 8-inch o.c.at BP-AA,SBS-AA, SBS-AA,SBS-TA, -67.5 plywood or Elastovent annular ring shank nails four(4),equally spaced,staggered center rows SBS-TA,APP-TA APP-TA W-134 Min.15/32-inch Polybase V 32 ga.,1-5/8-inch diameter tin caps with 11 ga. 8-inch o.c.at min.4-inch lap and 8-inch o.c.at APP-TA APP-TA -67.5 plywood annular ring shank nails four(4),equally spaced,staggered center rows Min.15/32-inch Polyglass G2 Base, 10-inch o.c.at min.4-inch lap and 10-inch o.c. BP AA SBS AA SBS-SA,APP-SA, SBS-TA W-135 Simplex MAXX Cap at three(3),equally spaced,staggered center SBS-AA,SBS-TA, -75.0 plywood Elastobase V,Elastobase P rows ,APP-TA APP-TA Min.15/32-inch 10-inch o.c.at min.4-inch lap and 10-inch o.c. W-136 plywood Polybase V Simplex MAXX Cap at three(3),equally spaced,staggered center APP-TA APP-TA -75.0 rows NEMO ETC,LLC Evaluation Report P9290.02.08-R26 for FL3654-1128 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION Revision 26:06/09/2021 02018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 26 of 98 NNEMO(etc. APPENDIX 1:ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE TABLE DECK APPLICATION TYPE DESCRIPTION PAGE 1A Wood New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 6 18 Wood New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 6-12 1C Wood New,Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 13-14 1D Wood New,Reroof(Tear-Off)or Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 15 1E Wood New,Reroof(Tear-Off)or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 16-19 1F Wood New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 19-23 1G Wood New or Reroof(Tear-Off) E-2 Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 23-28 SH Wood New,Reroof(Tear-Off)or Recover E-2 Non-Insulated,Mech.Attached Base Sheet(screws&plates),Bonded Roof Cover 29-36 11 Wood New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 36-37 2A Steel or Structural concrete New,Reroof(Tear-Off)or Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 38-43 2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 44-50 2c Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 50-52 2D Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Velociflex,Bonded Roof Cover 53-54 3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 55-69 3e Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 69 4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 70-74 4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 74-76 4c Lightweight concrete New or Reroof(Tear-Off) E-2 Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 77-81 5A Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 82-83 5B Cementitious wood fiber Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 83-84 SC Cementitious wood fiber Reroof(Tear-Off)or Recover B-1 Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 85 SD Cementitious wood fiber Reroof(Tear-Off)or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 85 5E Cementitious wood fiber Reroof(Tear-Off)or Recover E-2 Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 85 6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 86-90 6B Existing gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 91 6c Existing gypsum Reroof(Tear-Off)or Recover C-1 Mech.Attached Insulation,Bonded Roof Cover 91 6D Existing gypsum Reroof(Tear-Off)or Recover E-2 Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 91 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 92-98 7B Various Recover F Non-Insulated,Bonded Roof Cover 98 NEMO ETC,LLC Evaluation Report P9290.02.08-R26 for F1.3654-1128 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION Revision 26:06/09/2021 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page I of 98 ONEMOletc. The following notes apply to the systems outlined herein: 1 The roof system evaluation herein pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 2 Fasteners shall be of sufficient length for the following engagements: Y Wood Deck: Minimum 1-inch plywood penetration or wood plank embedment. ➢ Steel Deck: Minimum 0.75-inch steel penetration and engage the top flute of the steel deck. ➢ Structural Concrete: Minimum 1-inch embedment into pilot hole in accordance with published installation instructions. 3 Unless otherwise noted,insulation may be any one layer or combination of FBC Approved(Local or Statewide)board(s)that meet FBC 1505 and,for foam plastic,FBC Chapter 26,when installed with the roof cover. 4 Minimum 200 psi,minimum 2-inch thick FBC Approved lightweight insulating concrete may be substituted for rigid insulation board for System Types B-1,C-1,C-2,D-1 or D-2,whereby fasteners are installed through the lightweight insulating concrete to engage the structural deck. The structural deck shall be of equal or greater type,thickness and strength to the steel and structural concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. This is a wind uplift resistance allowance and does not purport to address non-wind-uplift-related issues,such as deck venting or moisture levels within the LWIC and the potential effect on overlying components. 5 Preliminary insulation attachment for System Type D:Unless otherwise noted,refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29(February 2020). 6 Unless otherwise noted,insulation adhesive application rates are as follows. Ribbon or bead width is at the time of application;the ribbons/beads shall expand as noted in the manufacturer's published instructions. ➢ Hot asphalt(HA): Full coverage at 25-30 Ibs/square. ➢ DuPont INSTA STIK Quik Set Insulation Adhesive(D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. ➢ H.B.Fuller Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. ➢ H.B.Fuller Millennium PG-1 Pump Grade Adhesive(M-PG1): Continuous 0.25 to 0.5-inch wide ribbons,12-inch o.c. ➢ OMG OlyBond 500(OB500): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. Note: OlyBond Classic may be used where OlyBond 500 is referenced. ➢ OlyBond Classic(OB Classic): Full coverage at 1 gal/square. ➢ ICP Adhesive&Sealants Polyset CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c. Y Note:When multiple layers(s)of insulation and/or coverboard are installed in ribbon-applied adhesive,board joints shall be staggered. ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 7 Unless otherwise noted,all insulations are flat-stock or taper board of the minimum thickness noted. Tapered polyisocyanu rate at the following thickness limitations may be substituted with the following Maximum Design Pressure(MDP)limitations. In no case shall these values be used to'increase'the MDP listings in the tables;rather if MDP listing below meets or exceeds that listed for a particular system in the tables,then the thinner board listed below may be used as a drop-in for the equivalent thicker material listed in the table. ➢ M-OSFA: MDP= -157.5 psf (Min.0.5-inch thick) ➢ M-PG1: MDP= -157.5 psf (Min.0.5-inch thick) ➢ OB500: MDP= -45.0 psf (Min.0.5-inch thick Multi-Max FA-3) ➢ OB500: MDP= -187.5 psf (Min.0.5-inch thick ISO 95+GL) Y OB500: MDP= -315.0 psf (Min.0.5-inch thick ENRGY 3) OB500: MDP= -487.5 psf (Min.0.5-inch thick ACFoam II) Y Polyset CR-20: MDP= -117.5 psf (Min.1.0-inch thick) 8 For adhered roof insulation and board-size: Unless otherwise noted,refer to Section 2.2.10.6.2 of FM Loss Prevention Data Sheet 1-29(February 2020). 9 For mechanically attached components or partially-bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 PRIME design pressure determined in accordance with FBC Chapter 16. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are NEMO ETC,LLC Evaluation Report P9290.02.08-R26 for FL1654-1128 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION Revision 26:06/09/2021 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 2 of 98 ONEMOletc. ANSI/SPRI WD1,FM Loss Prevention Data Sheet 1-29,Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk`carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29(February 2020)for Zone 2/3 enhancements. 10 For assemblies with all components fully bonded,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. No rational analysis is permitted for these systems. 11 For mechanically attached components over existing decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12 For bonded insulation or membrane over existing substrates in a re-roof(tear off)or recover installation,the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. If any surface conditions exist that bring system performance into question,field uplift testing in accordance shall be conducted on mock-ups of the proposed new roof assembly. For bonded insulation or membrane over existing substrates in a recover installation,the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction,as documented through field uplift testing. Field uplift testing shall be in accordance with ASTM E907,FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13 Refer to FBC 1511 for requirements and limitations regarding recover installations. For Structural Concrete Deck or Recover Applications using System Type C-1,C-2,D-1 or D-2,the insulation is optional. Alternatively,an FBC Approved insulation board or coverboard may be used as a separation layer. Board products shall be preliminarily attached prior to roof cover installation(Note 5 herein). The separator component shall be documented as meeting FBC 1505 and,for foam plastic,FBC Chapter 26,when installed with the roof cover in Recover applications. 14 Lightweight insulating concrete(LWIC)shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWIC is referenced,refer to current LWIC Product Approval for specific deck construction and limitations. Unless otherwise noted,for systems where specific LWIC is not referenced,the minimum design mix shall be 300 psi. In all cases,the minimum top-coat thickness is 2-inches. For LWIC over structural concrete,reference is made to FBC Section 1917.4.1,Point 1. For"pre-existent'LWIC references,listings were established through testing over lightweight concrete cast using only foaming agent(ASTM C896),water and Portland cement(ASTM C150),with no proprietary additives,in accordance with procedures adopted by Miami-Dade BCCO (FBC CER1592). Use of these listings in new construction or re-roof(tear-off)applications is at the discretion of the Designer or Record and Authority Having Jurisdiction. 15 For bonded membrane applications,unless otherwise noted,refer to the following. MEMBRANE/ADHESIVE COMBINATIONS REFERENCE LAYER MATERIAL APPLICATION BP-AA Base Ply One or more plies Polyglass G2 Base,FBC Approved ASTM D4601,Type II (Base and Ply sheets, Ply One or more plies Polyglass Ply IV,Polyglass Ply VI,FBC Approved ASTM D2178,Type IV or VI Hot Asphalt at 20-40 Ibs/square Asphalt-Applied) Note: Asphalt-applied sheets or insulation shall not be applied to poly-film surfaced membranes. Base Ply One ply Elastobase V(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP,Elastoshield VP HT SBS-CAl Elastoshield HT G,Elastoshield HT G FR,Elastoflex V G,Elastoflex V G FR,Elastoflex 56,Elastoflex 56 HP,Elastoflex 56 G,Elastoflex at 1.5-2.0 Cap Ply 56 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FIR(sand-backed) gaal/l/sqsq uare Base Ply One ply Elastobase V(sand/sand),Elastoflex V,Elastoflex S6,Elastoflex S6 HP gal/square SBS-CA2 Elastoshield HT G,Elastoshield HT G FR,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex 56 G,Elastoflex gl at 1.5-2.0 Cap Ply S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) ga Base Ply or Ply One or more plies Elastobase V (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 HP,Elastoshield VP HT SBS-AA Elastoshield HT G,Elastoshield HT G FR,Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex S6,Elastoflex S6 HP,Elastoflex S6 G, Hot Asphalt at 20-40 (SBS,Asphalt-Applied) Cap Ply Ibs/square Elastoflex S6 G FIR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(sand-backed),Polyfresko G SBS FR(sand-backed) Note: Asphalt-applied sheets or insulation shall not be applied to poly-film surfaced membranes. Base Ply or Ply One or more plies Elastobase V(sand/poly),Elastobase V(poly/poly),Elastoflex V,Elastoflex 56,Elastoflex S6 HP,Elastoshield VP SBS-TA HT,Elastoshield TS (SBS,Torch-Applied) Elastoshield HT G,Elastoshield HT G FR,Elastoflex V,Elastoflex V G,Elastoflex V G FR,Elastoflex 56,Elastoflex S6 HP,Elastoflex 56 Torch-Applied Cap Ply G,Elastoflex S6 G FR,Elastoshield TS G,Elastoshield TS G FR,Polyfresko G SBS(poly-film backed),Polyfresko G SBS FR(poly-film backed) NEMO ETC,LLC Evaluation Report P9290.02.08-R26 for FL1654-1128 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION Revision 26:06/09/2021 02018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 3 of 98 r ONEMOletc. MEMBRANE/ADHESIVE COMBINATIONS REFERENCE LAYER MATERIAL APPLICATION SBS-SA-H Base Ply Elastobase SA Self-adhering (followed (SBS,Self-Adhering,Hybrid Systems) by torch-applied sheet) Base Ply One or more plies Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Plus,Elastoflex SA V Plus FR,Elastoflex SA Base HD SBS-SA Cap Ply Elastoflex SA P,Elastoflex SA P FR,Polyreflect Self-Adhering (SBS,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein, Elastobase V or Elastobase P with a poly film top surface. APP-CAI Cap Ply Polyflex G FR PG350 at 1.5-2.0 gall square APP-TA Base Ply or Ply One or more plies Polybase V,Polyflex,Polybond (APP,Torch-Applied) Cap Ply Polyflex,Polyflex G,Polyflex G FR,Polybond,Polybond G,Polyfresko G,Polyfresko G FR Torch-Applied APP-SA-H Base Ply Polyflex SA Base Self-adhering(followed (APP,Self-Adhering,Hybrid Systems) by torch-applied sheet) APP SA Cap Ply Polyflex SA P,Polyflex SA P FR,Polyfresko G SA,Polyfresko G SA FR (APP,Self-Adhering) Note: Unless otherwise noted,permissible membrane substrates for APP-SA are limited to the SBS-SA Base Ply options herein, Self-Adhering Elastobase V or Elastobase P with a poly-film top surface. 16 Vapor barrier options for use over structural concrete deck followed by bonded insulation carry the following MDP limitations. The lesser of the MDP listings below vs.those in Table 3A applies. VAPOR BARRIER OPTIONS;STRUCTURAL CONCRETE DECK;FOLLOWED BY ADHESIVE-APPLIED INSULATION PER TABLE 3A: OPTION PRIMER VAPOR BARRIER INSULATION ADHESIVE MDP(PSF) # TYPE(NOTE 15) APPLICATION C-VB-1. PG100 Elastoflex SA V Plus Self-Adhering D-IS or CR-20,12-inch o.c. -60.0 C-VB-2. PG100 Polybase V Torch-applied D-15 or CR-20,12-inch o.c. -75.0 C-VB-3. PG100 Elastoflex SA P Self-Adhering D-IS,12-inch o.c. -75.0 C-VB-4. I PG100 Polyflex or Polybond Torch-applied M-OSFA,M-PG-1,OB500 or CR-20,12-inch o.c. -121.7 C-VB-5. PG100 Elastoflex SA P Self-Adhering M-OSFA,12-inch o.c. -157.5 C-VB-6. PG100 Polyflex or Polybond Torch-applied M-OSFA,M-PG-1,OB500 or CR-20,6-inch o.c. -185.0 C-VB-7. PG100 Elastoflex SA P Self-Adhering CR-20,12-inch o.c. -270.0 C-VB-8. PG100 Elastoflex SA V,Elastoflex SA V FR,Elastoflex SA V Plus,Elastoflex SA V Plus FR Self-Adhering M-OSFA,M-PG-1,OB500 or CR-20,12-inch o.c. -240.0 C-VB-9. PG100 SBS-TA(with sanded-top-surface) I Torch-applied M-OSFA,M-PG-1,OB500 or CR-20,12-inch o.c. -240.0 NEMO ETC,LLC Evaluation Report P9290.02.08-R26 for FL1654-RZ8 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION Revision 26:06/09/2021 02018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 4 of 98 ONEMOjetc. 17 The following surfacing may be applied to the Cap Ply without adverse effect on the system wind load performance. Refer to current Florida Product Approval for approved Polyglass and KM Coatings roof coatings for application limitations and a Roofing Materials Directory for fire ratings associated with coating usage. SURFACING OPTIONS FOR POLYGLASS MODIFIED BITUMEN ROOF SYSTEMS OPTION# SURFACING FLORIDA PRODUCT APPROVAL SURF-1. PG 300 FL10291 SURF-2. PG 600 FL10291 SURF-3. PG 650 FL10291 SURF-4. PG 700 FL10291 SURF-5. PG 700 QS FL10291 SURF-6. PG 800 FL10291 SURF-7. Polyplus 60 FL10291 SURF-8. Polyplus 65 FL10291 SURF-9. PolyBrite 60-FC NOA 20-0611.01 SURF-10. PolyBrite 70 FL10291 SURF-11. PolyBrite 70 QS FL10291 SURF-12. PolyBrite 75 FL10291 SURF-13. PolyBrite 71 HS FL10291 SURF-14. PolyBrite 90 FL10291 SURF-15. PolyBrite 90.1 NOA 19-0610.02 SURF-16. PolyBrite 95 FL10291 SURF-17. PolyBrite 95.1 NOA 19-0610.02 SURF-18. KM Acryl 15 FL27409 SURF-19. KM Acryl 15 QS FL27409 SURF-20. KM Acryl 25 FL27409 SURF-21. KM Acryl 25 QS FL27409 SURF-22. KM Acryl 40 HS FL27409 SURF-23. KM Acryl 85 FL27409 SURF-24. KM PS#250 FL27409 SURF-25. KM PS#220 FL27409 SURF-26. Turbo-Set FL10291 18 "MDP"=Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads.Refer to FBC 1609 for determination of design wind loads NEMO ETC,LLC Evaluation Report P9290.02.08-R26 for FL1654-11128 Certificate of Authorization#32455 7TH EDITION(2020)FBC NON-HVHZ EVALUATION Revision 26:06/09/2021 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 5 of 98