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e 2 � v i � ; ��I��Y ERD TABLE 4A: LIGHTWEIGHT[ONCRETE DECKS-NEW�ONSTRUCTION or REROOF(Tear-Ofi) SYSTEM TYPE A-lA: BONDED INSULATION,BONDED ROOF COVER Deck System BasE Insulation Layer Coverboard MDP No. (See Note 1) _ Roof Cover/Adhesive sf lP I Struct LWC Type Attach Type Attach Structural Min.250 psi,Min.2-inch thick, Min.1-inch Poly ISO 1 or (Optional)Additional layers base Mule-Hide TPO-c/Mule-Hide TPO-c LWC-1 �oncrete Elastizell Range II LWIC H-Shield OB500 insulation OB500 gonding Adhesive •z�5.0 LWC z 5tructural Min.200 psi,Min.2-inch thick, Min.1 inch Poly I50 1 or CR-20 (OptionalJ Additional layers base �R 20 Mule Hide TPO-c/Mule-Hide TPO-c .180.0 concrete Elastizell Range II LWIC H-Shield insulation Bonding Adhesive LWC-3 Structural Min.200 psi,Min.2-inch thick, Min.1-inch Poly I50 1 or CR-20 (Optional)Additional layers base CR-20 Mule-Hide TPO•c/Mule-Hide TPO-c zzz 5 concrete Cel�ore MF Cellular Concrete H-Shield insulation Bonding Adhesive LWC-4 Structural Min.200 psi,Min.2-inch thick, Min.1 inch Poly ISO 1 or CR-20 (Optional)Additional layers base CR-20 Mule Hide TPO-c/Mule Hide iP0-c zq0 0 concrete Mearlcrete H-Shield insulation Borc�ing Adhesive ' -- - - -- TABLE aB•1: LIGHTWEIGHT CONCRETE OVER STEEI DECK-NEW CONSTRUCTION OR RE-ROOF(TEAR OFF) -- --- � SYSTEM TYPE F: NON-INSULATED,BONDED ROOF COVER Detk(See Note 1) Roof Cover I Y S NO'm Struct.D�•�k �W�� Surface SupplementalAttachment Type Attach (P�) Treatment Fasteners _Density - — — � Min 36 pcf wet cast density,min.200 psi,min. Min.22 ga.,Type B,Grade 33 steel at 2 �nch thick Celcore MF Cr�llular Concrete(cast Mule I �de WBBA Z000 or Mule� I LWC 5 max.6 ft spans attached 6 inch o.c. with or without min.1"EPS holey board). See None None v/A TP�� Hide TPO-c Bond�ng 60 0 Note A. Adhesive -- --- -- -- - - -- - - - _—__ _._. ..- ---- - -� --- ± Min.;8 pcf wet cast density,min 700 psi,min. , Min.22 ga.,Type B,Grade 33 steel at ] 675-inch thick Celcore MF Cellular Concrete Mule�Hlde Mule-Hide TPO�c i LWC�6 max.4 ft spans attachPd 6•inch o.c. foll�wr�d by min.1 inch EPS holey board with Celcore PVA None N/A TPO-c Bonding Adhe•sive 67 5 min.2 0•�nch thick top coat. See NofeA. Min.36 pcf wet cast dens�ty,min.200 psi,min. WBBA 2000 oi Mule- u Min.22 ga.,Type B,Grade 33 steel at 2-inch thick Celcore MF Cellular Concrete(cast Mule-Hide HDP Fastener i Mule Hide 67 5 LWC 7 max.6 ft spans 6-inch o.c. with or without min.1"EPS holey board). See None With 3"Insulation Plate 1 per 9 ft TPO-c Hide TPO-c Bonding secaorre Note A. Adhesive Min.36 pcf wet cast density,min.200 psi,min. , Min.22 a.,T e B,Grade 33 steel at 2 inch thick Celcore MF Cellular Concrete cast Mule�Hide HDP Fastener WBBA Z000 or Mule- LWC-8 g YP � None ] per 1 ft2 Mule Hide Hide TPO-c Bonding '�z0.0 max.6 ft spans 6-inch"o.c. with or without min.1"EPS holey board). See with 3"Insulation Plate TPO-c serNoree Note A. Adhesive Note A.J �/rhe LWC lo be used on the project is no[Celrore Mf,or�f ihe LWC is existing 1n o re�roo/(teor-oJJJ rondirfoq rompressive streng�h ond Jostener withdrowol re�sistcnee tes�ing sholl be ronduued. Compressive st�eng�h�rsting shall be�n orcordcnre with ASTM C495(for new pour/or ASTM C709(for exist�ngJ and sholl yreld o m�nimum 100 psi resul[. Field w�thdro wol resistonce test�ng in orcordonce wi[h 1AS]OS and shnll yield o M[NF o/55 Ibf wifh an Trufost!M 90 Bose Shret Foster��r !f que�!.;r.r-xis[s os to the odhesior ro the(WCsur/ore,field rr•nng!n orcordonce with!M t PDS 1 29 or ASTM f907 is rerommended.All testing hn/l6e performed by on,:,,•rdited testing ogenry m�r�•;�,ble�o[he AHI. N�i�8.J(ineor interpolation between wpplemenfal ottach,menf at]per 9/tl for-675 psJcnd]per 1/[7 for-170.0 ps/is permissible. Such,�,ferpolofinn sholl be perfor:�ed 6y o queLfied design E�o/essonnl ro the sotisJa�O�,n of Ihe AHI. • Extericr FFsrarch and Design,LLC.d/b/a Trinity�ERD fvalualion Report M]5060 C6 09 R3 for FL12772 R3 Cciiif��ste�,f Authorization k9503 Revlsion 3:Od/'S/.'�15 - Preparrd hy Rcbert Nieminen,PE 59:G6 Pppendlx 1,Page 13 cf'8 "(