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<br /> TABLE 4C-1:LIGHTWEIGHT CONCRETE OVER STEEL DECK-NEW CONSTRUCTION OR RE-ROOF(TEAR OFF)
<br /> SYSTEM TYPE F:NON-INSULATED,BONDED ROOF COVER
<br /> Deck(See Note 1) Roof Cover
<br /> System Surface Supplemental Attachment MDP(psf)
<br /> NO• Struct.Deck LWIC Type Attach
<br /> Treatment Fasteners Density
<br /> VERSIWELD MEMBRAIVE APPLICATIONS(SEE NOTE 17�: ' •
<br /> Min.22 ga.,Type B,Grade 33 Min.36 pcf wet cast density,min.200 psi,min.2-inch Aqua Base 120 BA or
<br /> LWC-3 steel at max.6 ft spans thick Celcore MF Cellular Concrete(cast with or without None None N/A VersiWeld VersiWeld BA -60.0
<br /> attached 6-inch o.c. min.1-inch EPS holey board). See Note A. ;
<br /> Min.22 ga.,Type B,Grade 33 Min.38 pcf wet cast density,min.200 psi,min.1.625-inch
<br /> LWC-4 steel at max.4 ft spans thick Celcore MF Cellular Concrete followed by min.1-inch Celcore PVA None N/A VersiWeld VersiWeld BA -67.5
<br /> attached 6-inch o.c. EPS holey board with min.2.0-inch thick top slurry coat.
<br /> See Note A.
<br /> Min.22 ga.,Type B,Grade 33 Min.36 pcf wet cast density,min.200 psi,min.2-inch HPV Fastener with
<br /> - s ee a max. spans �
<br /> Z A ua Base 120 BA or -67.5
<br /> attached 6-inch o.c. min.1-inch EPS holey board). See Note A. Fastening Plate VersiWeld BA See Note B
<br /> Min.22 ga.,Type B,Grade 33- Min.36 pcf wet cast density,min.200 psi,min.2-inch HPV Fastener with
<br /> Z Aqua Base 120 BA or -120.0
<br /> LWC-6 steel at max.6 ft spans thick Celcore MF Cellular Concrete(cast with or without None HPV Insulation 1 per 1 ft VersiWeld
<br /> attached 6-inch o.c. min.1-in i EPS F�oley board).See Note A. –�tening Plate VersiWeld_BA �ee_Note-e——__ _ ______ _ _I
<br /> VERSIFLEECE MEMBRANE APPLICATIONS(SEE NOTE 17�:
<br /> Min.22 ga.,Type e,Grade 33 Min.36 pcf wet cast density,min.200 psi,min.2-inch
<br /> LWC-7 steel at max.6 ft spans thick Celcore MF Cellular Concrete(cast with or without None None N/A VersiFleece Aqua Base 120 BA -60.0
<br /> attached 6-inch o.c. min.1-inch EPS holey board). See Note A.
<br /> FAST 100,FAST 100 LV,
<br /> Min.22 ga.,Type B,Grade 33 Min.36 pcf wet cast density,min.200 psi,min.2-inch Flexible FAST,ribbons
<br /> LWC-8 steei at max.6 ft spans thick Celcore MF Cellular Concrete(cast with or without Celcore PVA None N/A VersiFleece max.4inch o.c.or full -60.0
<br /> attached 6-inch o.c. min.1-inch EPS holey board). See Note A.
<br /> coverege.
<br /> Min.38 pcf wet cast density,min.200 psi,min.1.625-inch FAST 100,FAST 100 LV,
<br /> Min.22 ga.,Type B,Grade 33 thick Celcore MF Cellular Concrete followed by min.1-inch Flexible FAST,ribbons
<br /> LWC-9 steel at max.4 ft spans EPS holey board with min.2.0-inch thick top slurry coat. Celcore PVA None N/A VersiFleece max.4-inch o.c.or full -67.5
<br /> attached 6-inch o.c.
<br /> See Note A. coverage.
<br /> Min.22 ga.,Type B,Grede 33 Min.36 pcf wet cast density,min.200 psi,min.2-inch HPV Fastener with
<br /> LWC-10 steel at max.6 ft spans thick Celcore MF Cellular Concrete(cast with or without None HPV Insulation 1 per 9 ftZ VersiFleece Aqua Base 120 BA -67.5
<br /> attached 6-inch o.c. min.1-inch EPS holey board). See Note A. Fastening Plate see Note B
<br /> Min.22 ga.,Type B,Grade 33 Min.36 pcf wet cast density,min.200 psi,min.2-inch HPV Fastener with
<br /> LWC-11 steel at max.6 ft spans thick Celcore MF Celiular Concrete(cast with or without None HPV Insulation 1 per 1 ftZ VersiFleece Aqua Base 120 BA -120.0
<br /> attached 6-inch o.c. min.1-inch EPS holey board). See Note A. Fastening Plate see Note e
<br /> Min.22 ga.,Type B,Grade 33 Min.36 pcf wet cast density,min.200 psi,min.2-inch HPV Fastener with FAST 100,FAST 100 LV,
<br /> LWC-12 steel at max.6 ft spans thick Celcore MF Cellular Concrete(cast with or without Celcore PVA HPV Insulation 1 per 9 ftZ VersiFleece Flexible FAST,ribbons -67.5
<br /> attached 6-inch o.c. min.1-inch EPS holey board). See NoteA. Fastening Plate max.4-inch o.c.orfull seeNores
<br /> coverage.
<br /> Exterior Research and Design,LLC.d/b/a Trinity� ERD Evaluation Report C35230.11.10-RS for FL14207-R6
<br /> Certificate of Authorization#9503 Revision 5.06/19/2014
<br /> Prepared by Robert Nieminen,PE-59166 Appendix 1,Page 26 of 36
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