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TABLE 3A:STRUCTURAL CONCRL-rt DECKS—NEW CONSTRUCnoW oR REROOF(TTt AR-OFF) <br /> SYSTEM TYPE A-1:BONDED INSULATION,BONDED ROOF COVER <br /> REFER TO NOTE 19 FOR VAPOR BARRIER OPTLot45 <br /> System Roof Deck Base Insulation Layer top insulation Layer Roof Cover(Note 16) MDP <br /> No. (Note 1) Type Attach Type Attach Membrane Appllcation (ps" <br /> MULE-HmE TP0-c APPUCATIoras: <br /> Min.2500 psi (Optional)Min.1.5-inch Poly ISO 1,H-Shield, <br /> C-1' structural concrete Polyiso HP-H,Poly ISO 2,ACFoam II,H-Shield HELIX Min.0.25-inch Dens Deck Prime HELIX Mule-Hide TPO-c Aqua Base 120 BA -127.5 <br /> CG,SecurShield <br /> C 2 Min.2,500 psi Min.1.5-inch Poly ISO 1,H-Shield,Polyiso HP-H,structural concrete Poly ISO 2,ACFoam II,H-Shield CG,SecurShield HELIX (Optional)Additional layers of base insulation HELIX Mule-Hide TPO-c Aqua Base 120 BA -127.5 <br /> Min.2,500 psi (Optional)Min.1.5-inch Poly ISO 7.,H-Shleld, <br /> C-3' structural concrete Polyiso HP-H,Poly 150 2,ACFoam II,H-Shield HELIX Min.0.25-inch Dens Deck Prime HELIX Mule-HIdeTPO-c TPO-c BA -195.0 <br /> CG,SecurShield <br /> Min.2,500 psi (Optional)Min.1.5-inch Poly ISO 1,H-Shield, <br /> C-4. Polyiso HP-H,Poly ISO 2,ACFoam II,H-Shield HELIX Min.0.25-Inch Dens Deck Prime or SECUROCK TPO-c BA or Aqua <br /> structural concrete CG,SecurShield Gypsum-Fiber Roof Board HELIX Mule Hide TPO-c Base 120 BA -195.0 <br /> 5. Min.2,500 psi Min.1S-inch Poly ISO 1,H-Shield,Polyiso HP-H,structural concrete poly ISO 2,ACFoam HELIX II,H-Shield CG,SecurShield (Optional)Additional layers of base insulation HELIX Mule-Hide TPO-C TPO-c BA -232.5 <br /> C 6 Min.2,500 psi Min.1.5-inch ACFoam 11,H-Shield,ENRGY 3 or CR-20 (Optional)Additional layers of base insulation CR-20 Mule-Hide TPO-c Aqua Base 120 BA 127.5 <br /> structural concrete Poly ISO 1,Poly ISO 2 q <br /> C Min.2,500 psi (Optional)Min.1.S-inch ACFoam 11,H-Shield, <br /> structural concrete ENRGY 3 or Poly ISO 1,Poly ISO 2 CR-20 Min.Y-inch Dens Deck or Dens peck Prime CR-20 Mule-Hide TPO-c Aqua Base 120 BA -127.5 <br /> C B Min.2,50D psi Min.1.5-inch ACFoam 11,H-Shleld,ENRGY 3 or <br /> structural concrete Poly ISO 1,Poly ISO 2 CR-20 (Optional)Additional layers of base insulation CR-20 Mule-Hide TPO-c TPO-c BA -2325 <br /> C 9 Min.2,500 psi (Optional)Min.1.5-inch ACFoam It,H-Shleld, CR-20 Min.!/,Inch Dens Deck or Dens Deck Prime CR-20 Mule-Hide TP0 c TPO c BA 2g2,5 <br /> structural concrete ENRGY 3 or Poly ISO 1,Poly ISO 2 <br /> C_10 Min.2,500 psi Min.1.5-inch Poly ISO 1,H Shield,H-Shield CG OB500 Min.0.25-inch SECUROCK Gypsum-Fiber Roof <br /> structural concrete Board 011500 Mule-Hide TPO-c TP0-c BA -12MO <br /> C 1L Min.2,500 psi Min.1.5-inch ACFoam II,H-Shield,ENRGY 3 or 0650p <br /> structural concrete Poly ISO 1,Poly 150 2 (Optional)Additional layers of base insulation OB500 Mule-Hide TPO-c Aqua Base 120 BA -1275 <br /> C_12, Min.2,S00 psi (Optional)Min.1.5-inch ACFoam 11,H Shleld, <br /> structural concrete ENRGY 3 or Poly ISO 1,Poly ISO 2 06500 Min.Y-inch Dens Deck or Dens Deck Prime OB500 Mule-Hide TPO-c Aqua Base 120 BA -127.5 <br /> C-13. Min.2,500 psi Min.1.54nch ACFoam 11,H-Shield,ENRGY 3 or OB500 (Optional)Additional layers of base insulation OBSOQ Mule Hide TP0-c TPO c BA 150.0 <br /> structural concrete Poly ISO 1,Poly 150 2 <br /> C-14 Min.2,500 psi (Optional)Min.1.5-inch ACFoam II,H-Shield, <br /> structural concrete ENRGY 3 or Poly ISO 1,Poly ISO 2 OBSOO Min.Ya inch Dens Deck or Dens Deck Prime OB500 Mule-Hide TPO-c TPO-c BA -150.0 <br /> C 15 Min.2,500 psi Min.2-inch Poly 1501,H-Shield,H-Shield CG OB500 Min.0.25-Inch SECUROCK Gypsum-Fiber Roof TPO-c BA or Aqua <br /> structural concrete Board OB500 Mule Hide TPO c Base 120 BA -247.S <br /> MULE-HIDE TPO-C FLEECE BACK APPLICAnoNS: <br /> Exterior Research and Design,I.I.C.d/b/a Trinity(ERD Evaluation Report M35060.06.09-R4 for F1.12772-114 <br /> Certificate of Authorization 119503 FBC NON-HVHZ EVALL1AVOIN;Mule-tilde TPO-c Single Ply Roof Systems Revision 4:04/03/2017 <br /> Prepared by:Robert Meminen,PE-59166 Mule-Hide Products Co.,Inc.;(608)365-3111 Appendix 1,Page 16 of 26 <br />