CREEK Technical Services, LLC

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1 a CREEK Certificate of Authization Edinburgh Drive Tampa, FL (813) EVALUATION REPORT FLORIDA BUILDING CODE 5 TH EDITION (2014) Manufacturer: JOHNS MANVILLE CORPORATION Issued April 20, 2016 P.O. Box 5108 Denver, CO (303) Manufacturing Plants: Quality Assurance: Southgate, CA Oklahoma City, OK Macon, GA UL LLC (QUA9625) SCOPE Categy: Roofing Subcategy: Modified Bitumen Roof Code Sections: , , , , , , , , , , , Properties: Wind Resistance, Physical Properties, Impact Resistance PRODUCT DESCRIPTION Products Specification Description JM Grip SD/SA ASTM D 4601 Self-adhering, asphalt impregnated and coated glass fiber base sheet f use in conventional and modified bitumen built-up roofing. Dyna ASTM D 6163 A glass reinfced SBS modified bitumen base sheet. Dyna HW ASTM D 6163 A glass reinfced SBS modified bitumen base sheet f heat welded applications. Dyna PR ASTM D 6164 A polyester reinfced SBS modified bitumen base sheet. Dyna XT ASTM D 6163 A glass reinfced SBS modified bitumen base inner ply sheet. DynaFast 180 HW ASTM D 6164 A polyester reinfced SBS modified bitumen base inner ply sheet f use in heat weld applications. DynaFast 180 S ASTM D 6164 A polyester reinfced SBS modified bitumen base inner ply sheet. DynaFast 250 HW ASTM D 6164 A polyester reinfced SBS modified bitumen base inner ply sheet f use in heat weld applications. DynaGlas ASTM D 6163 A glass reinfced SBS modified bitumen membrane surfaced with granules. DynaGlas 30 FR ASTM D 6163 A fire resistant, glass reinfced SBS modified bitumen membrane surfaced with granules. DynaGlas FR ASTM D 6163 A fire resistant, glass reinfced SBS modified bitumen membrane surfaced with granules. DynaGlas FR CR ASTM D 6163 A fire resistant, glass reinfced SBS modified bitumen membrane surfaced with granules and a reflective white coating. DynaGlas FR CR G ASTM D 6163 A fire resistant, glass reinfced SBS modified bitumen membrane surfaced with reflective roofing granules. DynaGlas FR XT ASTM D 6163 A fire resistant, glass reinfced SBS modified bitumen membrane surfaced with granules. DynaGrip SD/SA ASTM D 4601 Self-adhering, asphalt impregnated and coated glass fiber base sheet f use in conventional and modified bitumen built-up roofing. DynaKap FR T1 ASTM D 6162 A fire resistant, composite reinfced SBS modified bitumen membrane surfaced with granules. DynaKap FR T1 CR G ASTM D 6162 A fire resistant, composite reinfced SBS modified bitumen membrane surfaced with reflective roofing granules. DynaKap FR T1 HW CR G ASTM D 6162 A fire resistant, composite reinfced SBS modified bitumen membrane surfaced with reflective roofing granules f use in heat weld applications. DynaKap T1 ASTM D 6162 A composite reinfced SBS modified bitumen membrane surfaced with granules. DynaLastic 180 ASTM D 6164 A polyester reinfced SBS modified bitumen membrane surfaced with granules. JM FL17013-R3 Page 1 of 7 This evaluation rept is provided f State of Flida product approval under Rule 61G20-3. The manufacturer shall notify CREEK of any product changes quality assurance changes throughout the duration f which this rept is valid. This evaluation rept does not express n imply warranty, installation, recommended use, other product attributes that are not specifically addressed herein.

2 A CREEK Products Specification Description DynaLastic 180 FR ASTM D 6164 A fire resistant, polyester reinfced SBS modified bitumen membrane surfaced with granules. DynaLastic 180 FR CR ASTM D 6164 A fire resistant, polyester reinfced SBS modified bitumen membrane surfaced with granules and a reflective white coating. DynaLastic 180 FR CR G ASTM D 6164 A fire resistant, polyester reinfced SBS modified bitumen membrane surfaced with reflective roofing granules. DynaLastic 180 S ASTM D 6164 A polyester reinfced SBS modified bitumen base inner ply sheet. DynaLastic 250 FR ASTM D 6164 A fire resistant, polyester reinfced SBS modified bitumen membrane surfaced with granules. DynaLastic 250 FR CR ASTM D 6164 A fire resistant, polyester reinfced SBS modified bitumen membrane surfaced with granules and a reflective white coating. DynaLastic 250 FR CR G ASTM D 6164 A fire resistant, polyester reinfced SBS modified bitumen membrane surfaced with reflective roofing granules DynaLastic 250 S ASTM D 6164 A polyester reinfced SBS modified bitumen base inner ply sheet. DynaMax FR ASTM D 6162 A fire resistant, composite reinfced SBS modified bitumen membrane surfaced with granules. DynaMax FR CR ASTM D 6162 A fire resistant, composite reinfced SBS modified bitumen membrane surfaced with granules and a reflective white coating. DynaMax FR HW ASTM D 6162 A fire resistant, composite reinfced SBS modified bitumen membrane surfaced with granules f use in heat weld applications. DynaMax FR HW CR ASTM D 6162 A fire resistant, composite reinfced SBS modified bitumen membrane surfaced with granules and a reflective white coating f use in heat weld applications.. DynaMax FR Plus ASTM D 6162 A fire resistant, composite reinfced SBS modified bitumen membrane surfaced with granules. DynaMax S ASTM D 6162 A composite reinfced SBS modified bitumen base inner ply sheet. DynaPly T1 ASTM D 6162 A composite reinfced SBS modified bitumen base inner ply sheet. DynaWeld 180 S ASTM D 6164 A polyester reinfced SBS modified bitumen base inner ply sheet f use in heat weld applications. DynaWeld 250 S ASTM D 6164 A polyester reinfced SBS modified bitumen base inner ply sheet f use in heat weld applications. DynaWeld ASTM D 6163 A glass reinfced SBS modified bitumen base sheet f heat welded applications. DynaWeld ASTM D 6163 A fire resistant, glass reinfced SBS modified bitumen membrane surfaced with granules f use in heat weld applications. DynaWeld 180 FR ASTM D 6164 A fire resistant, polyester reinfced SBS modified bitumen membrane surfaced with granules f use in heat weld applications. DynaWeld 180 FR CR ASTM D 6164 A fire resistant, polyester reinfced SBS modified bitumen membrane surfaced with granules and a reflective white coating f use in heat weld applications. DynaWeld 250 ASTM D 6164 A polyester reinfced SBS modified bitumen membrane surfaced with granules f use in heat weld applications. DynaWeld 250 FR ASTM D 6164 A fire resistant, polyester reinfced SBS modified bitumen membrane surfaced with granules f use in heat weld applications. DynaWeld 250 FR CR ASTM D 6164 A fire resistant, polyester reinfced SBS modified bitumen membrane surfaced with granules and a reflective white coating f use in heat weld applications. DynaWeld 250 FR CR G ASTM D 6164 A fire resistant, polyester reinfced SBS modified bitumen membrane surfaced with reflective granules f use in heat weld applications. DynaWeld FR ASTM D 6163 A fire resistant, glass reinfced SBS modified bitumen membrane surfaced with granules f use in heat weld applications. DynaWeld FR CR ASTM D 6163 A fire resistant, glass reinfced SBS modified bitumen membrane surfaced with granules and a reflective white coating f use in heat weld applications. DynaWeld FR CR G ASTM D 6163 A fire resistant, glass reinfced SBS modified bitumen membrane surfaced with reflective roofing granules f use in heat weld applications. DynaWeld FR XT ASTM D 6163 A fire resistant, glass reinfced SBS modified bitumen membrane surfaced with granules f use in heat weld applications. Glas Plus ASTM D 4601 Type II asphalt impregnated and coated glass fiber base sheet f use in conventional and modified bitumen built-up roofing. GlasKap ASTM D 3909 A mineral surfaced, asphalt coated, fiberglass cap sheet. GlasKap CR ASTM D 3909 A white mineral surfaced, white acrylic coated, fiberglass cap sheet. GlasPly IV ASTM D 2178 Type IV asphalt impregnated glass felt f use in conventional and modified bitumen built-up roofing. GlasPly Premier ASTM D 2178 Type VI asphalt impregnated glass felt f use in conventional and modified bitumen built-up roofing. JM FL17013-R3 Page 2 of 7 This evaluation rept is provided f State of Flida product approval under Rule 61G20-3. The manufacturer shall notify CREEK of any product changes quality assurance changes throughout the duration f which this rept is valid. This evaluation rept does not express n imply warranty, installation, recommended use, other product attributes that are not specifically addressed herein.

3 A CREEK Products Specification Description PermaPly 28 ASTM D 4601 Type II asphalt impregnated and coated glass fiber base sheet f use in conventional and modified bitumen built-up roofing. Ventsulation Felt ASTM D 4897 Heavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with without fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in asphaltic coating. REFERENCES Entity Rept Standards (Year) Atlantic & Caribbean Roof Consulting, LLC (TST4671) ACRC TAS 114 ( ) Atlantic & Caribbean Roof Consulting, LLC (TST4671) ACRC TAS 114 (J) ( ) Atlantic & Caribbean Roof Consulting, LLC (TST4671) ACRC TAS 114 (D) ( ) Atlantic & Caribbean Roof Consulting, LLC (TST4671) ACRC TAS 114 ( ) Atlantic & Caribbean Roof Consulting, LLC (TST4671) ACRC TAS 114 ( ) IRT-ARCON (TST5296) TAS 114 (J) ( ) IRT-ARCON (TST5296) TAS 114 (J) ( ) FM Approvals (TST1867) 0W6A2.AM FM 4470 (1992) FM Approvals (TST1867) 0X0A9.AM FM 4470 (1992) FM Approvals (TST1867) 0X7A4.AM FM 4470 (1992) FM Approvals (TST1867) 0Z8A9.AM FM 4470 (1992) FM Approvals (TST1867) 107A4.AM FM 4470 (1992) FM Approvals (TST1867) FM 4470 (1992) FM Approvals (TST1867) FM 4470 (1992) FM Approvals (TST1867) FM 4470 (1992) FM Approvals (TST1867) FM 4470 (1992) FM Approvals (TST1867) FM 4470 (1992) FM Approvals (TST1867) FM 4470 (1992) FM Approvals (TST1867) FM 4470 (1992) FM Approvals (TST1867) FM 4470 (1992) FM Approvals (TST1867) FM 4470 (1992) FM Approvals (TST1867) FM 4470 (1992) FM Approvals (TST1867) FM 4470 (1992) FM Approvals (TST1867) FM 4470 (1992) FM Approvals (TST1867) FM 4470 (1992) FM Approvals (TST1867) FM 4470 (1992) FM Approvals (TST1867) FM 4470 (1992) FM Approvals (TST1867) FM 4470 (1992) FM Approvals (TST1867) FM 4470 (1992) FM Approvals (TST1867) FM 4470 (1992) FM Approvals (TST1867) FM 4470 (1992) FM Approvals (TST1867) FM 4470 (1992) FM Approvals (TST1867) FM 4470 (1992) FM Approvals (TST1867) 3D4A4.AM FM 4470 (1992) FM Approvals (TST1867) FM 4470 (1992) PRI Construction Materials Technologies (TST5878) JMC ASTM D 6163 (2000(2008)) PRI Construction Materials Technologies (TST5878) JMC ASTM D 6163 (2000(2008)) PRI Construction Materials Technologies (TST5878) JMC ASTM D 2178 (2004) PRI Construction Materials Technologies (TST5878) JMC ASTM D 2178 (2004) PRI Construction Materials Technologies (TST5878) JMC ASTM D 4601 (2004) PRI Construction Materials Technologies (TST5878) JMC ASTM D 4897 (2001) PRI Construction Materials Technologies (TST5878) JMC TAS 110 (2000); ASTM D 6164 (2005e1); ASTM G 155 (2005a) PRI Construction Materials Technologies (TST5878) JMC TAS 110 (2000); ASTM D 6298 (2005e1); ASTM G155 (2005a) PRI Construction Materials Technologies (TST5878) JMC TAS 117 (B & C) (1995) PRI Construction Materials Technologies (TST5878) JMC ASTM D 4601 (2004) PRI Construction Materials Technologies (TST5878) JMC ASTM D 4601 (2004) PRI Construction Materials Technologies (TST5878) JMC TAS 117 (A & B) (1995) PRI Construction Materials Technologies (TST5878) JMC TAS 110 (2000); ASTM D 6162 (2000A(2008)); ASTM G 155 (2005a) PRI Construction Materials Technologies (TST5878) JMC ASTM D 6164 (2005e1) JM FL17013-R3 Page 3 of 7 This evaluation rept is provided f State of Flida product approval under Rule 61G20-3. The manufacturer shall notify CREEK of any product changes quality assurance changes throughout the duration f which this rept is valid. This evaluation rept does not express n imply warranty, installation, recommended use, other product attributes that are not specifically addressed herein.

4 A CREEK Entity Rept Standards (Year) PRI Construction Materials Technologies (TST5878) JMC Rev 4 ASTM D 903 (1998(2010)); ASTM D 1876 (2008); ASTM D 5147 (2011a); TAS 117(A & B) (1995); TAS 114(C) (1995) PRI Construction Materials Technologies (TST5878) JMC Rev 5 ASTM D 5147 (2011a); ASTM D 4073; TAS 117(A & B) (1995); ASTM D 903 (1998(2010)); ASTM D 1876 (2008); TAS 114 (1995) PRI Construction Materials Technologies (TST5878) JMC FM 4474 (D) (2004); TAS 114 (J) (1995) PRI Construction Materials Technologies (TST5878) JMC ASTM D 6164 (2005e1) PRI Construction Materials Technologies (TST5878) JMC FM 4474 (D) (2004); TAS 114 (J) (1995) PRI Construction Materials Technologies (TST5878) JMC FM 4474 (C) (2004); TAS 114 (C) (1995) PRI Construction Materials Technologies (TST5878) JMC FM 4474 (B) (2004); TAS 114 (D) (1995) PRI Construction Materials Technologies (TST5878) JMC FM 4474 (B) (2004); TAS 114 (D) (1995) PRI Construction Materials Technologies (TST5878) JMC FM 4474 (D) (2004); TAS 114 (J) (1995) PRI Construction Materials Technologies (TST5878) JMC FM 4474 (D) (2004); TAS 114 (J) (1995) PRI Construction Materials Technologies (TST5878) JMC ASTM D 6163 (2000(2008)) PRI Construction Materials Technologies (TST5878) JMC ASTM D 6163 (2000(2008)) PRI Construction Materials Technologies (TST5878) JMC ASTM D 6164 (2005e1) PRI Construction Materials Technologies (TST5878) JMC ASTM D 6163 (2000(2008)); TAS 110 (2000); ASTM G 155 (2005a) PRI Construction Materials Technologies (TST5878) JMC ASTM D6164 (2005e1); TAS 110 (2000); ASTM G 155 (2005a) PRI Construction Materials Technologies (TST5878) JMC ASTM D 6162 (2000A(2008)) PRI Construction Materials Technologies (TST5878) JMC ASTM D 6164 (2005e1) PRI Construction Materials Technologies (TST5878) JMC FM 4474 (D) (2004); TAS 114 (J) (1995) PRI Construction Materials Technologies (TST5878) JMC A UL 1897 (2004) PRI Construction Materials Technologies (TST5878) JMC FM 4474 (D) (2004); TAS 114 (J) (1995) PRI Construction Materials Technologies (TST5878) JMC FM 4474 (B) (2004) PRI Construction Materials Technologies (TST5878) JMC ASTM D 6162 (2000A(2008)); ASTM D 5147 (2011a); TAS 110 (2000) PRI Construction Materials Technologies (TST5878) JMC ASTM D 6163 (2000(2008)); ASTM D 5147 (2011a); TAS 110 (2000) PRI Construction Materials Technologies (TST5878) JMC ASTM D 6163 (2000(2008)); TAS 110 (2000) PRI Construction Materials Technologies (TST5878) JMC ASTM D 6164 (2005e1); TAS 110 (2000) PRI Construction Materials Technologies (TST5878) JMC FM 4474 (D) (2004); TAS 114 (J) (1995) PRI Construction Materials Technologies (TST5878) JMC FM 4474 (D) (2004); TAS 114 (J) (1995) PRI Construction Materials Technologies (TST5878) JMC ASTM D 6162 (2000A(2008)); TAS 110 (2000) PRI Construction Materials Technologies (TST5878) JMC FM 4474 (D) (2004); TAS 114 (J) (1995) PRI Construction Materials Technologies (TST5878) JMC ASTM D 6163 (2000(2008)); ASTM D 5147 (2011a); ASTM D 4798 (2011) PRI Construction Materials Technologies (TST5878) JMC ASTM D 6164 (2005e1); TAS 110 (2000) PRI Construction Materials Technologies (TST5878) JMC FM 4474 (D) (2004); TAS 114 (J) (1995) PRI Construction Materials Technologies (TST5878) JMC FM 4474 (B) (2004); TAS 114 (D) (1995) PRI Construction Materials Technologies (TST5878) JMC FM 4474 (C) (2004) PRI Construction Materials Technologies (TST5878) JMC ASTM D 5147 (2011a); TAS 110 (2000) PRI Construction Materials Technologies (TST5878) JMC FM 4474 (D) (2004); TAS 114 (J) (1995); UL 1897 (2004) PRI Construction Materials Technologies (TST5878) JMC FM 4474 (B) (2004); TAS 114 (D) (1995) PRI Construction Materials Technologies (TST5878) JMC FM 4474 (B) (2004); TAS 114 (D) (1995) PRI Construction Materials Technologies (TST5878) JMC FM 4474 (D) (2004); TAS 114 (J) (1995); UL 1897 (2004) PRI Construction Materials Technologies (TST5878) JMC FM 4474 (B) (2004); TAS 114 (D) (1995) PRI Construction Materials Technologies (TST5878) JMC FM 4474 (D) (2004); TAS 114 (J) (1995); UL 1897 (2004) PRI Construction Materials Technologies (TST5878) JMC FM 4474 (D) (2004); TAS 114 (J) (1995); UL 1897 (2004) Trinity ERD (TST6049) ASTM D 6162 (2000A(2008)); ASTM D 6163 (2000(2008)); ASTM D 6164 (2005e1); ASTM D 6298 (2005e1) Trinity ERD (TST6049) TAS 114 ( ) Trinity ERD (TST6049) TAS 114 ( ) Trinity ERD (TST6049) 10390A TAS 114 ( ) Trinity ERD (TST6049) 10390A TAS 114 ( ) Trinity ERD (TST6049) TAS 114 ( ) JM FL17013-R3 Page 4 of 7 This evaluation rept is provided f State of Flida product approval under Rule 61G20-3. The manufacturer shall notify CREEK of any product changes quality assurance changes throughout the duration f which this rept is valid. This evaluation rept does not express n imply warranty, installation, recommended use, other product attributes that are not specifically addressed herein.

5 A CREEK Entity Rept Standards (Year) Trinity ERD (TST6049) TAS 114 ( ) Trinity ERD (TST6049) J R1 ASTM D 6163 (2000(2008)), ASTM G 155 (2005a) Trinity ERD (TST6049) J R2 ASTM D 6164 (2005e1); ASTM G 155 (2005a) Trinity ERD (TST6049) J ASTM D 6164 (2005e1) Trinity ERD (TST6049) J TAS 114 (J) ( ) Trinity ERD (TST6049) J TAS 114 ( ) Trinity ERD (TST6049) J TAS 114 (J) ( ) Trinity ERD (TST6049) J ASTM D 6162 (2000A(2008)); ASTM D 6164 (2005e1) Trinity ERD (TST6049) J ASTM D 3909 (1997b(2004)) Trinity ERD (TST6049) JM FM 4474 (D) (2004); TAS 114 (J) (1995) Trinity ERD (TST6049) JM-SC TAS 114 (D) (1995) 1 Deterimined to be equivalent to FM 4470 (1992) and FM 4474 (2004). JM FL17013-R3 Page 5 of 7 This evaluation rept is provided f State of Flida product approval under Rule 61G20-3. The manufacturer shall notify CREEK of any product changes quality assurance changes throughout the duration f which this rept is valid. This evaluation rept does not express n imply warranty, installation, recommended use, other product attributes that are not specifically addressed herein.

6 A CREEK LIMITATIONS 1. Fire classification is not within the scope of this evaluation. 2. The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established f components and cladding and in accdance with FBC requirements. 3. Foam plastic insulation shall be installed in accdance with the FBC Section In the HVHZ, fastener spacing f insulation attachment is determined using a Minimum Characteristic Fce (F ) of 275 lbf as demonstrated via testing to TAS 105. If the field tested fastener value is below 275 lbf, then insulation attachment shall not be acceptable. 5. In the HVHZ, fastener spacing f base sheets membrane attachment shall meet the minimum fastener resistance value and the f the specified assembly. It is permissible f a qualified professional to submit a revised fastener spacing utilizing the withdrawal resistance value obtained from TAS 105 testing and calculations perfmed in accdance with RAS 117 and/ RAS 137, when the fastener resistance is found less than required. 6. In the HVHZ, if mechanical attachment through the lightweight insulating concrete to the structural deck is proposed, a field fastener withdrawal test shall be conducted in compliance with TAS 105 to determine equivalent increased attachment densities. Revised fastener densities shall be submitted utilizing the withdrawal resistance value obtained from TAS 105 testing and calculations perfmed in accdance with RAS 117 and/ RAS F assemblies containing mechanical attachment, the allowable uplift pressure f the selected assembly shall meet exceed the minimum design loads as determined in accdance with the FBC Chapter 16. F perimeter and cner roof zones 2 and 3, the attachment density may be increased by a qualified design professional, as necessary, to meet the design pressure requirements in these areas. In the HVHZ, calculations shall be conducted in compliance with RAS 117 and/ RAS 137. Outside the HVHZ, commonly used standards include RAS 117, FM LPDS 1-29, ANSI/SPRI WD Reroofing applications shall be examined in accdance with FBC Section 1510 outside of the HVHZ and FBC Section 1521 within the HVHZ. F mechanically fastened systems, a field withdrawal resistance test (TAS 105 in the HVHZ; ANSI/SPRI FX-1 TAS 105 in the non-hvhz) shall be conducted by a qualified professional to ensure the fastener meets the minimum design load requirements of the system. F adhered systems, a field uplift resistance test (TAS 124 in the HVHZ; ASTM E 907, FM LPDS 1-52, ANSI/SPRI IA-1, TAS 124 in the non-hvhz) shall be conducted to confirm confmance of the existing to the minimum design loads. 9. F assemblies containing fully adhered ribbon adhered attachment, where extrapolation of the assembly is not permitted, the f the selected assembly shall meet exceed the minimum design loads as determined in accdance with the FBC Chapter 16 without augmentation. 10. Installation of the evaluated products shall comply with this rept, the FBC, and the manufacturer s published application instructions. Where discrepancies exist between these sources, the me restrictive and FBC compliant installation detail shall prevail. 11. The minimum roof slope shall be 1/4:12 f new construction. 12. All products listed in this rept shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. JM FL17013-R3 Page 6 of 7 This evaluation rept is provided f State of Flida product approval under Rule 61G20-3. The manufacturer shall notify CREEK of any product changes quality assurance changes throughout the duration f which this rept is valid. This evaluation rept does not express n imply warranty, installation, recommended use, other product attributes that are not specifically addressed herein.

7 A CREEK COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Flida Building Code 5 th Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. Zachary R. Priest, P.E. Flida Registration Organization ANE9641 CERTIFICATION OF INDEPENDENCE CREEK does not have, n will it acquire, a financial interest in any company manufacturing distributing products under this evaluation. CREEK is not owned, operated, controlled by any company manufacturing distributing products under this evaluation. Zachary R. Priest, P.E. does not have, n will acquire, a financial interest in any company manufacturing distributing products under this evaluation. Zachary R. Priest, P.E. does not have, n will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A Installation (4 pages) 2) Nomenclature and Approved Assemblies (36 pages) JM FL17013-R3 Page 7 of 7 This evaluation rept is provided f State of Flida product approval under Rule 61G20-3. The manufacturer shall notify CREEK of any product changes quality assurance changes throughout the duration f which this rept is valid. This evaluation rept does not express n imply warranty, installation, recommended use, other product attributes that are not specifically addressed herein.

8 [NOMENCLATURE] APPENDIX A INSTALLATION Note - Refer to the APPROVED ASSEMBLIES section of this rept within Appendix B f specific installation details of a selected assembly. Unless otherwise specified in this rept the following installation details shall be met f the named products: Component Product Installation Detail JM All Purpose Fastener #14 fasteners; Min. 3/4-inch penetration through the top rib of the steel deck wood deck; Min. 1-inch penetration into concrete deck JM APB Plates 2-inch diameter; Galvalume steel plate with reinfcing ribs and barbs JM High Load Plates 2 3/8-inch diameter; Galvalume steel plate with eyehooks JM High Load Fastener #15 fastener; Min. 3/4-inch penetration through the top rib of the steel deck wood deck JM High Load LH Fastener Large Head #15 fastener; Min. 3/4-inch penetration through the top rib of the steel deck wood deck Min. 1.7-inch shank; Pre-Assembled with 2.7-inch JM Lightweight Concrete (LWC) galvalume coated steel plate. Full embedment of shank Fastener into substrate JM Metal Membrane Batten Membrane anchs and metal strips JM Polymer Auger Fastener Min. 2-inch embedment into gypsum cementitious wood fiber decks Fastening s JM Polymer Auger Plate 3 Fotr use with Polymer Auger Fastener; 3-inch round plate JM Polymer Membrane Batten Membrane anchs and plastic strips JM Structural Concrete Fasteners Hammer-in fasteners; Min. 1-inch penetration into concrete deck JM UltraFast Fastener #12 Hex Head #12 fastener; Min. 3/4-inch penetration through the top rib of the steel deck wood deck JM UltraFast 3 Round Metal Plate 3-inch diameter round; Galvalume steel plate JM UltraFast Plastic Plate 3-inch diameter round; High Density Polyolefin plate JM UltraFast Metal Plate (Square) 3-inch square; Galvalume steel plate JM UltraLok Min. 1.4-inch shank; Pre-Assembled with 2.7-inch galvalume coated steel plate. Full embedment of shank into substrate Trufast Deep Well Batten Bar Galvalume steel membrane batten with recessed holes Trufast Straight Line Batten Bar Galvalume steel membrane batten f use with Twin-Loc Nail without integrated plate Trufast Twin-Loc Nail Min. 1.4-inch shank; sheet fastener with and without integrated 2.7-inch diameter plate. JM One-Step Foamable Adhesive Ribbon adhered in 3/4 to 1-inch wide beads Adhesives Membrane Adhesives /Cover Boards JM Two-Part Urethane Adhesive Ribbon adhered in 3/4 to 1-inch wide beads JM Roofing Urethane Adhesive Ribbon adhered in 3/4-inch wide beads ASTM D 312, Type IV Asphalt Fully adhered within the EVT range at a rate of lbs/100 ft 2 JM MBR Bonding Adhesive JM MBR Cold Application Adhesive Fully adhered at a rate of gal/100 ft 2 ADCO Millennium Hurricane Fce 1-Part Membrane Adhesive Fully adhered at a rate of gal/100 ft 2 ADCO Millennium Hurricane Fce Membrane Adhesive Ribbon adhered in 1-inch wide beads Gegia-Pacific DensDeck Min. 1/4-inch thick; Adhered boards shall be a maximum 4- Gegia-Pacific DensDeck Prime ft x 4-ft JM and tapered JM AGF and tapered Min. 1/2-inch thick; Min. 20 psi; Adhered boards shall be a JM CGF and tapered maximum 4-ft x 4-ft JM FR and tapered JM Invinsa Roof Board Min. 1/4-inch thick; Adhered boards shall be a maximum 4- ft x 4-ft JM FL17013-R3 Page 1 of 4 This evaluation rept is provided f State of Flida product approval under Rule 61G20-3. The manufacturer shall notify CREEK of any product changes quality assurance changes throughout the duration f which this rept is valid. This evaluation rept does not express n imply warranty, installation, recommended use, other product attributes that are not specifically addressed herein.

9 [NOMENCLATURE] APPENDIX A Component Product Installation Detail JM Invinsa FR Roof Board Min. 1/4-inch thick; Adhered boards shall be a maximum 4- ft x 4-ft JM DuraBoard Min. 1/2-inch thick; Adhered boards shall be a maximum 4- JM Retro-Fit Board ft x 4-ft JM RetoPlus Roof Board JM Fesco Board Min. 3/4-inch thick; Adhered boards shall be a maximum 4- ft x 4-ft /Ply Sheets Sheets JM Gypsum-Fiber Roof Board Min. 1/4-inch thick; Adhered boards shall be a maximum 4- ft x 4-ft JM Glass-Mat Roof Board JM DuraFoam thick; Adhered boards shall be a maximum 4- JM FescoFoam ft x 4-ft Dyna Dyna HW Dyna PR Dyna XT DynaFast 180 HW DynaFast 180 S DynaFast 250 HW DynaLastic 180 S DynaLastic 250 S DynaMax S DynaPly T1 DynaWeld 180 S DynaWeld 250 S DynaWeld Glas Plus GlasPly IV GlasPly Premier PermaPly 28 Ventsulation Felt JM Grip SD/SA DynaGrip SD/SA DynaGlas DynaGlas 30 FR DynaGlas FR DynaGlas FR CR DynaGlas FR CR G DynaGlas FR XT DynaKap FR T1 DynaKap FR T1 CR G DynaKap FR T1 HW CR G DynaKap T1 DynaLastic 180 DynaLastic 180 FR DynaLastic 180 FR CR DynaLastic 180 FR CR G DynaLastic 250 FR DynaLastic 250 FR CR DynaLastic 250 FR CR G DynaMax FR DynaMax FR CR DynaMax FR HW DynaMax FR HW CR DynaMax FR Plus Min. 3-inch wide side-laps; Min. 6-inch end laps; Side-laps shall be installed perpendicular to the direction of the steel deck ribs and parallel to the direction of the wood trusses f mechanically attached systems Min. 3 5/8-inch side-laps; Self-adhered Min. 3-inch side-laps; Min. 6-inch end-laps; JM FL17013-R3 Page 2 of 4 This evaluation rept is provided f State of Flida product approval under Rule 61G20-3. The manufacturer shall notify CREEK of any product changes quality assurance changes throughout the duration f which this rept is valid. This evaluation rept does not express n imply warranty, installation, recommended use, other product attributes that are not specifically addressed herein.

10 [NOMENCLATURE] APPENDIX A Component Product Installation Detail DynaWeld DynaWeld 180 FR DynaWeld 180 FR CR DynaWeld 250 DynaWeld 250 FR DynaWeld 250 FR CR DynaWeld 250 FR CR G DynaWeld FR DynaWeld FR CR DynaWeld FR CR G DynaWeld FR XT GlasKap GlasKap CR Celce MF Slurry coat min. 1/8-inch thick; 1-inch thick EPS board (1 Celce MF with HS Rheology Admixture lbs/ft 3 ); Min. 2-inch thick top coat; Celce PVA curing compound applied at rate of 300 ft 2 /gal Cellular Lightweight Concrete Celce S-1 Mearlcrete Elastizell Concrecel Cellular Lightweight Concrete /Cover Board Fastening Patterns Steel deck is treated by applying a continuous film with a broom pri to placement of the Celce lightweight concrete Slurry coat min. 1/8-inch thick; Min. 1-inch thick EPS board (1 lbs/ft 3 ); Min. 2-inch top coat; 8 per 4-ft x 8-ft board (Max. 4.0-ft 2 contributy area per fastener) 16 per 4-ft x 8-ft board (Max. 2.0-ft 2 contributy area per fastener) 18 per 4-ft x 8-ft board (Max ft 2 contributy area per fastener) 22 per 4-ft x 8-ft board (Max ft 2 contributy area per fastener) JM FL17013-R3 Page 3 of 4 This evaluation rept is provided f State of Flida product approval under Rule 61G20-3. The manufacturer shall notify CREEK of any product changes quality assurance changes throughout the duration f which this rept is valid. This evaluation rept does not express n imply warranty, installation, recommended use, other product attributes that are not specifically addressed herein.

11 [NOMENCLATURE] APPENDIX A 24 per 4-ft x 8-ft board (Max ft 2 contributy area per fastener) 32 per 4-ft x 8-ft board (Max. 1.0-ft 2 contributy area per fastener) JM FL17013-R3 Page 4 of 4 This evaluation rept is provided f State of Flida product approval under Rule 61G20-3. The manufacturer shall notify CREEK of any product changes quality assurance changes throughout the duration f which this rept is valid. This evaluation rept does not express n imply warranty, installation, recommended use, other product attributes that are not specifically addressed herein.

12 NOMENCLATURE The following naming conventions are utilized to specify products in the APPROVED ASSEMBLIES section of this rept. Refer to the nomenclature below when deciphering the allowable products f use in the selected assembly. Installation requirements shall be as noted in the APPROVED ASSEMBLIES and INSTALLATION section of this rept. Name 2-Part UIA AP Fasteners & Plates APB Fasteners & Plates As Tested CA SBS BUR Ply CA SBS CA Cover Board Deck Detail Definition JM Two Part Urethane Adhesive All Purpose Fastener Structural Concrete Deck Fastener (concrete only) and UltraFast 3 Round Metal Plate UltraFast Square Recessed Metal Plate JM APB Plates and JM High Load Fasteners Infmation provided to the rept user based on the as tested condition of the roof system One me plies of Glas Plus, PermaPly 28, DynaLastic 180 S, DynaFast 180 S, DynaLastic 250 S, Dyna, Dyna XT, Dyna PR, DynaMax S, DynaPly T1 fully bonded in MBR Cold Application Adhesive DynaGlas, DynaGlas 30 FR, DynaGlas FR, DynaGlas FR CR, DynaGlas FR CR G, DynaGlas FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 FR CR, DynaLastic 180 FR CR G, DynaLastic 250 FR, DynaLastic 250 FR CR, DynaLastic 250 FR CR G, DynaKap T1, DynaKap T1 FR, DynaKap FR T1 CR G, DynaMax FR, DynaMax FR CR, DynaMax FR Plus fully bonded in MBR Cold Application Adhesive One me plies of DynaLastic 180 S, DynaFast 180 S, DynaLastic 250 S, Dyna, Dyna XT, Dyna PR, DynaMax S, DynaPly T1 fully bonded in MBR Cold Application Adhesive One layer of any of the following products: -Gegia-Pacific DensDeck -Gegia-Pacific DensDeck Prime -JM Invinsa Roof Board -JM Invinsa FR Roof Board -JM Glass-Mat Roof Board -JM Gypsum-Fiber Roof Board All decks shall be designed by others in accdance with FBC requirements. As Tested deck construction details are described as follows: Concrete Deck Min. f c = 2,500 psi at 28 days Min. 22 ga, (F y = 33 ksi) Wide Rib Deck (Type WR) confming to ANSI/SDI-RD1.0 & FBC; 0.5% Vented f LWIC applications only. The following nomenclature is used to further describe the As Tested condition: F<#> Number <#> #12-24 HWH self-drilling screws equivalent fastener at each flute used to secure the deck to the structural suppts; Min. 1/4-inch penetration G<#> Min. Grade <#> of Steel Deck Steel Deck L<#> Max. span of <#> ft P S<#> W Min. 5/8-inch diameter puddle welds at each flute used to secure the deck to the structural suppts 1/4-14 HWH x7/8 self-drilling screws equivalent fastener secured <#>-inch o.c. along the panel side laps 3/4-inch O.D. flat washer used with indicated fastener JMC FL17013-R3 Page 1 of 36 This evaluation rept is provided f State of Flida product approval under Rule 61G20-3. The manufacturer shall notify CREEK of any product changes

13 Name Definition The following nomenclature is used to further describe the As Tested condition: T<#> Min. <#>-inch thickness of the plywood L<#> Max. span of <#> inches Deck Detail DensDeck DensDeck Prime E3 HA SBS BUR HA SBS BUR 2 HA SBS BUR Ply HA SBS HA HL Fasteners & Plates INVINSA <#1>/<#2> inch x 2-3/8-inch ring shank nails; Secured <#1> of fasteners at all intermediate suppts and at the number <#2> of fasteners at the perimeter of each board Wood Deck 10d-<#1>/<#2> 10d ring shank nails; Secured <#1>-inch o.c. at all intermediate suppts and <#2> -o.c. at the perimeter of each board 8d-<#1>/<#2> 8d ring shank nails; Secured <#1>-inch o.c. at all intermediate suppts and <#2> -o.c. at the perimeter of each board #8-<#1>/<#2> #8 x 2-inch wood screws; Secured <#1>-inch o.c. at all intermediate suppts and <#2> -o.c. at the perimeter of each board #12-<#1>/<#2> #12-3 Olympic STC screws; Secured <#1>-inch o.c. at all intermediate suppts and <#2> -o.c. at the perimeter of each board Min. 1/4-inch Gegia-Pacific DensDeck Min. 1/4-inch Gegia-Pacific DensDeck Prime JM, JM AGF, JM CGF. JM FR permitted to be used in systems as loose fill layer only. One ply of PermaPly 28, Dyna, Dyna XT, Glas Plus fully bonded in ASTM D 312, Type IV Asphalt One ply of PermaPly 28, GlasPly IV, GlasPly Premier, Dyna, Dyna XT, DynaPly T1 Glas Plus fully bonded in ASTM D 312, Type IV Asphalt One me plies of GlasPly IV, GlasPly Premier, Glas Plus, PermaPly 28, DynaLastic 180 S, DynaFast 180 S, DynaLastic 250 S, Dyna, Dyna XT, Dyna PR, DynaMax S, DynaPly T1 fully bonded in ASTM D 312, Type IV Asphalt DynaGlas, DynaGlas 30 FR, DynaGlas FR, DynaGlas FR CR, DynaGlas FR CR G, DynaGlas FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 FR CR, DynaLastic 180 FR CR G, DynaLastic 250 FR, DynaLastic 250 FR CR, DynaLastic 250 FR CR G, DynaKap T1, DynaKap T1 FR, DynaKap FR T1 CR G, DynaMax FR, DynaMax FR CR, DynaMax FR Plus fully bonded in ASTM D 312, Type IV Asphalt One ply of DynaLastic 180 S, DynaFast 180 S, DynaLastic 250 S, Dyna, Dyna XT, Dyna PR, DynaMax S, DynaPly T1 fully bonded in ASTM D 312, Type IV Asphalt JM High Load Fasteners and JM High Load Plates JM Invinsa JM Invinsa FR Roof Board JMC FL17013-R3 Page 2 of 36 This evaluation rept is provided f State of Flida product approval under Rule 61G20-3. The manufacturer shall notify CREEK of any product changes

14 Name LWIC MA MA 2 MA 3 BUR BUR Ply Ply MBR RA MCRF One-Step Preliminarily Secured RA Recover Definition One of me layers in any combination of: -JM DuraBoard -JM DuraFoam -JM -JM AGF -JM CGF -JM FR -JM Fesco Board -JM FescoFoam -JM Invinsa Roof Board -JM Invinsa FR Roof Board -JM Retro-Fit Board -JM RetroPlus Roof Board -JM Glass-Mat Roof Board -JM Gypsum-Fiber Roof Board Poured-in-place Cellular Lightweight Concrete with encapsulated insulation board One ply of PermaPly 28, Glas Plus, Ventsulation Felt, Dyna, Dyna XT, Dyna PR, DynaLastic 180 S, DynaFast 180 S, DynaLastic 250 S, DynaMax S, DynaPly T1 mechanically attached as prescribed per the approved assembly One ply of Dyna, Dyna XT, Dyna PR, DynaLastic 180 S, DynaFast 180 S, DynaLastic 250 S, DynaMax S, DynaPly T1 mechanically attached as prescribed per the approved assembly One ply of Glas Plus, Ventsulation Felt, Dyna, Dyna XT, Dyna PR, DynaLastic 180 S, DynaFast 180 S, DynaLastic 250 S, DynaMax S, DynaPly T1 mechanically attached as prescribed per the approved assembly One ply of PermaPly 28, Dyna, Dyna XT, Glas Plus fully bonded in MBR Bonding Adhesive One me plies of Glas Plus, PermaPly 28, DynaLastic 180 S, DynaFast 180 S, DynaLastic 250 S, Dyna, Dyna XT, Dyna PR, DynaMax S, DynaPly T1 fully bonded in MBR Bonding Adhesive DynaGlas, DynaGlas 30 FR, DynaGlas FR, DynaGlas FR CR, DynaGlas FR CR G, DynaGlas FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 FR CR, DynaLastic 180 FR CR G, DynaLastic 250 FR, DynaLastic 250 FR CR, DynaLastic 250 FR CR G, DynaKap T1, DynaKap T1 FR, DynaKap FR T1 CR G, DynaMax FR, DynaMax FR CR, DynaMax FR Plus fully bonded in MBR Bonding Adhesive One me plies of DynaLastic 180 S, DynaFast 180 S, DynaLastic 250 S, Dyna, Dyna XT, Dyna PR, DynaMax S, DynaPly T1 fully bonded in MBR Bonding Adhesive One me plies of DynaLastic 180 S, DynaFast 180 S, DynaLastic 250 S, Dyna, Dyna XT, Dyna PR, DynaMax S, DynaPly T1 bonded in ADCO Millennium Hurricane Fce Membrane Adhesive Minimum Characteristic Resistance Fce as determined by TAS 105 f the named fastener in the selected assembly Maximum Design Pressure JM One-Step Foamable Adhesive Fastened at minimum rate of five (5) fasteners per 4-ft x 8-ft board four (4) fasteners per 4-ftx 4-ft board One me plies of DynaLastic 180 S, DynaFast 180 S, DynaLastic 250 S, Dyna, Dyna XT, Dyna PR, DynaMax S, DynaPly T1 ribbon adhered in ADCO Millennium Hurricane Fce Membrane Adhesive Where assemblies are used to recover an existing roof, the existing roof shall consist of only one layer of roofing, i.e. recovering a previously recovered roof is not permitted. Recover roofing shall be conducted in compliance with FBC Section 1510 outside of the HVHZ and FBC Section 1521 within the HVHZ. F mechanically fastened roof assemblies, i.e. systems x-m-#, the insulation layer is optional, any INSULATION board slip sheet may be used as separation layer pri to installing the approved roof assembly. JMC FL17013-R3 Page 3 of 36 This evaluation rept is provided f State of Flida product approval under Rule 61G20-3. The manufacturer shall notify CREEK of any product changes

15 Name RSUA SBS TA VB SC Fasteners & Plates 2 UF Fasteners & Plates Definition JM Roofing Urethane Adhesive One ply Dyna HW tched adhered over concrete deck prepared with ASTM D 41 primer JM Structural Concrete Fastener and UltraFast 3 Round Metal Plate UltraFast Square Recessed Metal Plate Min. 1/4-inch JM Gypsum-Fiber Roof Board DynaWeld FR, DynaWeld FR CR, DynaWeld FR CR G, DynaWeld FR XT, DynaWeld 180 FR, DynaWeld 180 FR CR, DynaWeld 250, DynaWeld 250 FR, DynaWeld 250 FR CR, DynaWeld 250 FR CR G, DynaKap FR T1 HW CR G, DynaMax FR HW, DynaMax FR HW CR fully bonded by tch adhering DynaWeld, DynaWeld FR, DynaWeld FR CR, DynaWeld FR CR G, DynaWeld FR XT, DynaWeld 180 FR, DynaWeld 180 FR CR, DynaWeld 250, DynaWeld 250 FR, DynaWeld 250 FR CR, DynaKap FR T1 HW CR G, DynaMax FR HW, DynaMax FR HW CR fully bonded by tch adhering One me plies of DynaWeld, Dyna HW, DynaWeld 180 S, DynaFast 180 HW, DynaWeld 250 S, DynaFast 250 HW fully bonded by tch adhering UltraFast Fastener with UltraFast 3 Round Metal Plate UltraFast Square Recessed Metal Plate JMC FL17013-R3 Page 4 of 36 This evaluation rept is provided f State of Flida product approval under Rule 61G20-3. The manufacturer shall notify CREEK of any product changes

16 APPROVED ASSEMBLIES The following notes shall be observed when using the assembly tables below. 1. s were calculated using a 2:1 margin of safety per FBC Section and Refer to LIMITATIONS and NOMENCLATURE sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this rept f installation detail when the infmation is not explicitly stated f the selected assembly. 4. The on-center (o.c.) spacing given is the maximum allowable attachment spacing f the rated system. 5. As Tested infmation f roof deck construction is provided f infmation only. The addition of the As Tested deck infmation does not obviate the requirement f rational design of the roof deck and roof deck attachment in accdance with FBC requirements. C-A-# C-AM-# C-M-# CW-A-# CW-AM-# CW-M-# G-AM-# G-M-# LC-A-# LC-M-# LS-A-# LS-M-# R-M-# S-AM-# S-M-# W-A-# W-AM-# W-M-# Assembly Numbers and Definitions Assemblies with All Layers Adhered over Concrete Deck (New Existing) Assemblies with Adhered Membranes over Insulated Concrete Deck (New, Existing, Recover) Mechanically Fastened Assemblies over Concrete Deck (New, Existing, Recover) Assemblies with All Layers Adhered over Cementitious Wood Fiber Deck (New Existing) Assemblies with Adhered Membranes over Insulated Cementitious Wood Fiber Deck (New, Existing Recover) Mechanically Fastened Assemblies over Cementitious Wood Fiber Deck (New, Existing, Recover) Assemblies with Adhered Membranes over Insulated Poured Gypsum Deck (New, Existing Recover) Mechanically Fastened Assemblies over Poured Gypsum Deck (New, Existing, Recover) Lightweight Concrete Assemblies with All Layers Adhered over Concrete Deck (New Existing) Mechanically Fastened Lightweight Concrete Assemblies over Concrete Deck (New Existing) Lightweight Concrete Assemblies with All Layers Adhered over Steel Deck (New Existing) Mechanically Fastened Lightweight Concrete Assemblies over Steel Deck (New Existing) Mechanically Fastened Assemblies over Recover with Adhered Membranes Assemblies with Adhered Membranes over Insulated Steel Deck (New, Existing, Recover) Mechanically Fastened Assemblies over Steel Deck (New, Existing, Recover) Assemblies with All Layers Adhered over Wood Deck (New Existing) Assemblies with Adhered Membranes over Insulated Wood Deck (New, Existing, Recover) Mechanically Fastened Assemblies over Wood Deck (New, Existing, Recover) JMC FL17013-R3 Page 5 of 36 This evaluation rept is provided f State of Flida product approval under Rule 61G20-3. The manufacturer shall notify CREEK of any product changes

17 C-A-1 - C-A-2 Assemblies with All Layers Adhered over Concrete Deck (New Existing) Vap Barrier Top Ply Ply Sheet Sheet HA SBS BUR 2 C-A-3 - E3 DuraBoard secured with 2-Part UIA ribbons spaced 12-inch o.c. E3 fully adhered in ASTM D 312, Type IV Asphalt E3 secured with 2-Part UIA, RSUA, One-Step in ribbons spaced 12-inch o.c. DuraBoard secured with 2-Part UIA ribbons spaced 12-inch o.c. DuraBoard Min. 1/2-inch FescoBoard fully adhered in ASTM D 312, Type IV Asphalt FescoBoard secured with 2-Part UIA ribbons spaced 12-inch o.c. CA BUR BUR ; GlasPly Premier, GlasPly IV PermaPly 28 fully bonded in ASTM D 312 Type IV Asphalt BUR Ply; HA SBS BUR Ply; TA SBS BUR Ply BUR Ply; HA SBS BUR Ply; BUR Ply; HA SBS BUR Ply; ; TA SBS ; TA SBS ; TA SBS C-A-4 - C-A-5 - C-A-6 C-A-7 HA SBS BUR 2 HA SBS BUR 2 C-A-8 - E3 secured with MBR Bonding Adhesive 2-Part UIA ribbons spaced 12-inch o.c E3 fully adhered in MBR Bonding Adhesive E3, FescoFoam, DuraFoam fully adhered in ASTM D 312, Type IV Asphalt E3, FescoFoam, DuraFoam, FescoBoard, Retro-Fit Board Min. 3/4-inch DuraBoard fully adhered in ASTM D 312, Type IV Asphalt FescoBoard Min. 3/4- inch DuraBoard fully adhered in MBR Bonding Adhesive DuraBoard MBR Bonding Adhesive 2-Part UIA ribbons spaced 12-inch o.c - Retro-Fit Board DuraBoard fully adhered in ASTM D 312, Type IV Asphalt Retro-Fit Board Min. 3/4- inch DuraBoard fully adhered in ASTM D 312, Type IV Asphalt - BUR BUR HA SBS BUR 2 HA SBS BUR HA SBS BUR 2 BUR BUR Ply; HA SBS BUR Ply; BUR Ply; HA SBS BUR Ply; HA SBS BUR Ply HA SBS BUR Ply BUR Ply; HA SBS BUR Ply; ; TA SBS ; TA SBS HA SBS HA SBS ; TA SBS JMC FL17013-R3 Page 6 of 36 This evaluation rept is provided f State of Flida product approval under Rule 61G20-3. The manufacturer shall notify CREEK of any product changes

18 C-A-9 - C-A-10 C-A-11 Assemblies with All Layers Adhered over Concrete Deck (New Existing) Vap Barrier Top Ply Ply Sheet Sheet Dyna HW Dyna HW tch applied over deck with ASTM D 41 primer C-A-12 - DuraBoard secured with 2-Part UIA ribbons spaced 12-inch o.c. CGF secured in RSUA spaced 12-inch o.c. CGF secured in RSUA spaced 12-inch o.c. secured in RSUA spaced 12-inch o.c. - secured with RSUA ribbons spaced 12- inch o.c. secured with RSUA ribbons spaced 12- inch o.c. C-A C-A-14 - C-A-15 Dyna HW C-A-16 - C-A-17 - FescoBoard secured in 2-Part UIA ribbons spaced 12-inch o.c. CGF secured in RSUA spaced 12-inch o.c. DuraBoard Retro-Fit Board secured in 2-Part UIA ribbons spaced 12- inch o.c. ENERGY 3, AGF, FescoFoam DuraFoam fully adhered in ASTM D 312, Type IV Asphalt - BUR BUR Ply; BUR Ply; CA MBR BA SBS BUR HA BUR SBS DynaPly T1 fully bonded in ASTM D 312 Type IV Asphalt - HA BUR SBS secured with RSUA ribbons spaced 12- inch o.c. BUR Ply; - HA BUR SBS FescoBoard, Retro-Fit Board Min. 3/4-inch DuraBoard fully adhered in ASTM D 312, Type IV Asphalt GlasPly Premier, GlasPly IV PermaPly 28 fully bonded in ASTM D 312 Type IV Asphalt C-A BUR Ply; HA SBS BUR Ply; CA ; BUR Ply; CA ; BUR Ply; CA ; HA ; BUR Ply; BUR Ply; BUR Ply; BUR Ply; BUR Ply; ; TA SBS ; TA SBS ; TA SBS ; TA SBS ; TA SBS ; TA SBS ; TA SBS ; TA SBS JMC FL17013-R3 Page 7 of 36 This evaluation rept is provided f State of Flida product approval under Rule 61G20-3. The manufacturer shall notify CREEK of any product changes

19 C-A-19 - C-A-20 - C-A-21 - C-A-22 - C-A-23 - C-A-24 - Assemblies with All Layers Adhered over Concrete Deck (New Existing) Vap Barrier Top Ply Ply Sheet Sheet Min. 2-inch AGF fully adhered in MBR Bonding Adhesive secured with 2-Part UIA ribbons spaced 12-inch o.c. Min. 2-inch AGF fully adhered in MBR Bonding Adhesive secured with 2-Part UIA ribbons spaced 12-inch o.c. AGF fully adhered in MBR Bonding Adhesive Min. 2-inch AGF secured with 2-Part UIA ribbons spaced 12- inch o.c. fully adhered in ASTM D 312, Type IV Asphalt Min. 2-inch secured with 2-Part UIA ribbons spaced 12-inch o.c. Min. 2-inch fully adhered in ASTM D 312, Type IV Asphalt fully adhered in MBR Bonding Adhesive secured with 2-Part UIA ribbons spaced 12-inch o.c - - secured with 2-Part UIA ribbons spaced 12-inch o.c. fully adhered in ASTM D 312, Type IV Asphalt secured with 2-Part UIA ribbons spaced 12-inch o.c. fully adhered in ASTM D 312, Type IV Asphalt C-A C-A-26 - Min. 2-inch fully adhered in ASTM D 312, Type IV Asphalt fully adhered in ASTM D 312, Type IV Asphalt BUR Ply; HA SBS BUR BUR BUR HA SBS BUR Ply HA SBS BUR Ply HA SBS BUR Ply Dyna Dyna XT fully bonded in MBR Bonding Adhesive BUR Ply; BUR Ply; BUR Ply; HA SBS BUR Ply HA SBS BUR Ply HA SBS BUR Ply BUR Ply; ; TA SBS ; TA SBS ; TA SBS HA SBS TA SBS HA SBS TA SBS HA SBS TA SBS ; (Lim 9) (Lim 9) (Lim 9) (Lim 9) -495 (Lim 9) -495 (Lim 9) (Lim 9) JMC FL17013-R3 Page 8 of 36 This evaluation rept is provided f State of Flida product approval under Rule 61G20-3. The manufacturer shall notify CREEK of any product changes

20 C-AM-1 C-AM-2 C-AM-3 C-AM-4 C-AM-5 C-AM-6 C-AM-7 C-AM-8 C-AM-9 Min 1.5-inch, FescoFoam DuraFoam; Min. 1-inch Fesco Board DuraBoard Min. 1-inch E3; FescoFoam, FescoBoard, DuraFoam Min. 3/4-inch DuraBoard Min 1.5-inch E3 Min 1.5-inch, FescoFoam DuraFoam Min 1.5-inch Min 1.5-inch E3 E3 Assemblies with Adhered Membranes over Insulated Concrete Deck (New, Existing, Recover) Top Top Attachment Attachment Ply Ply Sheet Sheet FescoFoam DuraFoam; AP Fasteners & Plates Min. 1-inch secured at a rate of 16 ASTM D 312, Type Fesco Board; HA SBS BUR per IV Asphalt Retro-Fit, BUR ; TA SBS RetroPlus Ply; DuraBoard Simultaneously fastened with Top AP Fasteners & Plates secured at a rate of 22 per Simultaneously fastened with Top AP Fasteners & Plates secured at a rate of 18 per AP Fasteners & Plates secured at a rate of 18 per AP Fasteners & Plates secured at a rate of 18 per Simultaneously fastened with Top Simultaneously fastened with Top FescoFoam, FescoBoard, DuraFoam, Retro-Fit Board Min 3/4-inch DuraBoard Invinsa FescoFoam, DuraFoam, Retro-Fit, RetroPlus DuraBoard Min 1/2-inch Min 1/2-inch AP Fasteners & Plates at a rate of 16 per 4-ft x 8-ft Board RSUA 2-Part UIA ribbons spaced 12-inch o.c. AP Fasteners & Plates secured at a rate of 18 per ASTM D 312, Type IV Asphalt 2-Part UIA applied 12-inch o.c. 2-Part UIA applied 12-inch o.c. AP Fasteners & Plates secured at a rate of 22 per AP Fasteners & Plates secured at a rate of 22 per HA SBS BUR DynaGrip SD/SA BUR Ply; HA SBS BUR BUR Ply; DynaGrip SD/SA Grip SD/SA BUR Ply; DynaGrip SD/SA Grip SD/SA HA SBS BUR Ply ; BUR Ply; HA SBS BUR Ply ; BUR Ply; HA SBS BUR Ply ; BUR Ply; HA SBS BUR Ply ; BUR Ply; HA SBS BUR Ply ; BUR Ply; ; TA SBS ; TA SBS ; TA SBS ; TA SBS ; TA SBS JMC FL17013-R3 Page 9 of 36 This evaluation rept is provided f State of Flida product approval under Rule 61G20-3. The manufacturer shall notify CREEK of any product changes