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, � TRINlTY�ERD TABLE 4A: LIGH7WEIGHT CUNCRE7E DECKS-NEW CONSTRUCTION or REROOF(Tear-Off) SYSTENI'fYPE A-1A: BONDED INSUtAT14N,BONDEO ROQF COVER Deck System Base Insulation Layer Coverboard MDP �8 {See�110t21} Roaf Cover/Adhesive 5 {p f} Struct LWC 7ype Attach Type Attach l.WGS 5tructural Min.254 psi,Min.2-inch thick, Min.1-inch Poiy ISO 1 or ��5� (Optionai)Additianai layers base �8$�� Mule-Hide TPO-c f Mule-Hide TP4-c ZZS fl concrete flastizell Range ii IWtC H-Shield insulation Bortding Adhesive LwC 2 Structural Min.20D psi,Min,2dnch thick, Min.1-inch Poly 1501 or CR-24 IOptional)Additional layers base ��20 Mule-Hide TPO-c/Mule-Hide TPO-c _180.0 concrete Elastizel!Range II LWIC H-Shield insulatian Bonding Adheslva LWC3 Structural Min.200 psi,Min.2-inch thick, Min.1-inch Poty ISO 1 or CR-20 (0ptional)Additional layers base CR-20 Mule-Hide TPO-c/Mule-Hide TPO-c ZZZ$ concrete Celcore MF Cellular Cancrete H-Shieid insufation Bonding Adhesive LWC-4 Strudural Min.200 psi,Min.2-inch thick, Min.1-inch Poly ISO 1 or CR-20 (0ptional)Additional layers base CR-20 Mule-HideTPO-c/Mule-Hide TPO-e _Z40.0 concrete Mearlcrete H-Shield insulatian Banding Adhesive TABLE 48-1: LIGHTWEIGHT CONCRETE OVER STEEL QECK-NEW CONSTRUCTION OR R6-ROOF(TEAR OFF) SYSTEM TYPE P: NOW-lNSUtATED,BONQED ROOF COVER ____ Deck(See Note 1) Roof Cover 5ystem Struct.Deck LWtC SurEace SupplementalAttathment M6p N4. Type Attach {Psf} ' Treatment Fasteners Dens(ty Min.36 pcf wet cast denssty,mio.204 psi,min. W68A 2400 ar Mule- LWGS ��n.22 ga.,Type B,Grade 33 steel at 2-inch thick Celcore MF CeHutar Concrete{cast None None N/A Mule-Hide Hide 7P0-c Bonding -60.0 max.6 ft spans attached 6-inch o.c. wfth or withnut min.1"EPS holey board). See TPO-c Adhesive Nate A. N{in.38 pcf wet cast density,min.20Q psi,min. LWC-6 Min.22 ga.,Type B,Grade 33 steel at 1.625-inch thick Celcore MF Cellular Cpncrete �elcore PVA None N/A Mule-Hide Mule-Hide 7P0-c _67.5 max.4 ft spans attached 6-inch o.c. followed by min.1-i�ch EPS holey 6oard with 7PO-c 8ondtng Adhesive min.2.0-inch thick top coat. See Note A. Min.36 pcf wet cast density,min.200 psi,min. WBBA 2000 pr Mule- Min.22 ga.,Type B,Grade 33 stee!at 2-inch thick Celcore MF Cellular Cancrete{cast Mule-Hide HDP Festener , Mute-Hide -67.5 GWG7 max.6 ft spans 6-inch o.c, with or w(thaut min.1"EPS haley boardj. See �°°e with 3"(nsulation Plate 1 per 9 ft TPO-c Hide TPO-c 8anding seexace s Nate A. Adhesive Min.35 pcf wet cast density,min.20p psi,min. W88A 20D0 ar Mule- Min.22 ga.,Type B,Grade 33 stee�at 2-inch thick Ce�core MF Ce1lular Concrete tcast Mule-Hide HDP Fastener z Mule-Nide -f20.0 LWC-8 max.6 ft spans 6-inch"o.c. with or without min.1"EPS holey board). See N�� with 3"Insulation Plate 1 per 1 ft TPO-c Hfde TPO-c Bonding See Note B Note A. Adhesive Note A.J If the LWC to be used an the project(s not Celcae MF,or ij the[WC is existlng in a re-roof(tear-oJjJ condition,compresslve strength and fastener withdrawa!resistance testing shal/be conducted. Compressive strength testing shap he in accordance with ASTM C495(for new pour)orASTM C109((or ex)stingJ ond sholl yield a minimum 200 ps7 result. Field wi[hdra wal res7stance testing in ocrordance with TAS 10S and sholl yield a MCRF of SS lbf with an Trufast FM-90 Base Sheet Fastener. !f questFon exists os ta the adhesran ta the L WC surface,ftetd tesNng in oaordance wtth FM LPDS 1-24 or ASTM E307 ts recommended.Att restrng sholt be performed by an occredited testing ogency occeptatrle fo the Atil. Note B.J linear interpolation between supplemental attochment at 1 per 9 ftZ for-67.5 psf and 1 per I ff°for-220.0 psfls permissf6le.Such Interpoldtlon shal!6e performed by a qua/lffed deslgrt professional to the satFsJactfon of the ANI. Facterior Research and pesfgn,LI.C.d/b/a Triniry�ERp Evaluation Report M15060.06.09-R3 for FL12772-R3 Certlficate of Authorizatlon#9503 Revision 3:03/18/2015 Prepared 6y:Ro�ert Nieminen,PE-59166 Appendix 1,Page 23 af 18