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<br /> " TABtE 4A: L16NTWE16HT CONCRETE AECKS-NEiN CONSTRUCTiON ar REROOF{TearOff�
<br /> SYSTEM TYPE A-1A: BONDED INSULATION,BONDED ROOF COVER
<br /> Deck
<br /> System Base Insulation Layer Coverboard �rypp
<br /> �4 �See Note 1) Roof Caver/Adhesive (psf)
<br /> Struct LWC Type Attach Type Attach
<br /> !WC-1 Structural Min.250 psi,Min,2-inch thick, Min.1-inch Poly IS01 or OB50D (Optional}Additlonal layers base OB500 Mule-Hide TPO-c/Mule-Hide 7P0-c _ZZ5.0
<br /> concreYe Elastizel)Range ll�WIC H-ShieSd insulation eonding Adhesive
<br /> ' �W�2 Structural Min.zOp psi,Min.2-inch thick, Min.1-inch Poly IS01 or �R�Q (Optianal)Additional layers base Cft-20 Mule-Hide TPO-c/Mule-Hide 7P0-c _380.0
<br />, concrete EEastizell Range 11 LWIC H-ShieSd insulatian Bonding Adfiesive
<br /> LWC-3 Structural Min.200 psi,Min.2-inch thick, Min.1-inch Poly IS01 or �R�p (Optional)Additional layers base �R�� Mule-Hide TPQ-c/Mule-Hide TPO-c �ZZZ 5
<br /> concrete Celcore MF Lellular Concrete H-Shield insulation B�nding Adhesive
<br /> Structural Min.200 psi,Min.2-inch thick, Min.1-inch Poly IS�1 or {Optional)Additional iayers base Mu(e-Hide TPO-c/Mule-HideTPO-t
<br /> LWC-4 concrete Mearlcrete H-Shield , CR-20 insulation CR-20 gonding Adhesive -240.0
<br /> TABLE 4B-1t LIGHTWEIGHT CONCRE'TE OVER STEEL DECK-NEW CONSTRUCTION OR RE-ROOF(TEAR QFF)
<br /> SYS'i`EM TYPE F: iHON-tNSULATED,SONDED ROOF CQVER
<br /> Deck{5ee Note 1) Roof Cover
<br /> System MDP
<br /> SarEace Suppiementai Attachment
<br /> �6• Struct.Qeck L1NiC Type Attath {psf�
<br /> Treatment Fasteners pensity
<br /> i+Ai�.36 pcf wet cast density,min.240 psi,min. WBBA 2Q4d or Mule-
<br /> Min.22 ga.,7ype B,Grade 33 steel at 2-inch thick Celcore MF Cellular Cancrete(cast Mule-Hide
<br /> LWC-5 max.6 ft spans attached 6-inch o,c. with or without min.1"EPS holey board). See None None N/A TPp� Hide TPO-c Bonding -60.0
<br /> Adhesive
<br /> Note A.
<br /> Min.38 pcf wet cast density,min.200 psi,min.
<br />� ���6 Min.22 ga.,Type 8,Grade 33 steel at 1.625-inch thick Celcore MF Cellular Concrete �eicore PVA Nane N/A Mule-Hide Mule-Hide TPO-c _67.5
<br /> max.4 ft spans attached 6-inch o.c. followed by min.1-inch EPS holsy boa�d with TPO-c Bonding Adhesive
<br /> min.2.0-inch thick top coat. See Note A.
<br /> Min.36 pcf wet cast density,min.200 psi,min, WBBA 200Q ar Mule-
<br /> . LWC-7 ��n.22 ga.,Type B,Grade 33 steet at 2-inch thick Celcore MF Ce(Iu{ar Concrete{cast None �ule-Hide NDP Fastener Z per 9 ftz �u�e-H�de Hide TPO-c Bonding -�7'�
<br /> max.B ft spans 6-inch o.c. with or without min.1' EPS holey board). See with 3 Insulation Plate TPO-c SeeNote 8
<br /> Adhesive
<br /> Note A.
<br /> Min.36 pcf wet cast density,min.200 psi,min. WBBA 2000 or Mule-
<br /> Min.22 ga.,7ype B,Grade 33 steel at 2-inch thick Celcore MF Cellular Concrete(cast Mule-Hide HDP Fastener z Mule-Hide -120.0
<br /> �WG8 max.6 ft spans 6-inch"o.c. with or without min.l"EPS haley hoard). See None with 3"Insulation Plate �Per 1 ft �P�� Hide TPO-c Bonding $ee Nofe 9
<br /> Adhesive
<br /> Note A.
<br /> Nate A.J If the LWC to be used an rhe proJecL Is,not Celcare Mf,or ij the LWC is existinq in a re-rooj(zear-o�J condition,compressive strength and fastener withdrowol resfstance testfng shall be cnnducted. Compressive srrengkh testing sholl be irt
<br /> , occordonce wrth RSTM C4g5 j}or new paurt ar ASTM CIDB(for existingJ and shaD yletd a minimum 200 psi result. fletd withdra waI teststance testing 7n accordance with 7RS 103 and shatl yJeld a MCRF af 55!6f wtth an 7rufast Ftvt-90 Bose Sheei Fastener
<br /> l�question exisfs as to the adhesion to fhe LWCsurface,fiefd testing in accordonce with FM LPDS 1-29 or ASTM E907 is recommended.All testing shall be performed by an accredited testing ogency acceptable to the AHf.
<br />_ � _ Note B.J Unear interpalation beiween sapplementa!attachment at 1 per9Jtz for-67.5 psf and 1 per Z ft=for-120,0 psf Is permfsstble.Such lnte�polation shal!be performed by a qualifled deslgn pro essional to the satisfaction of ihe AHl. _��_�__
<br /> , Euterior Research and Des�gn,I.I.C,djbJa Trinity�ERD Evaluatian Report M15060.06A9-R3 for F1.22772-R3
<br /> Certificate of Authorizatfon�195�3 Revision 3:p3j18J2q15
<br /> Prepared by: Robert Nieminen,PE-59166 Appendix 1,Page 13 af 18
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