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II <br />GENERAL NOTES, IBC 2006 CDITIOR: <br />55 PCF EOJWNT FLUID, 7003 PSr S0a BEARING, 0 PSI, SURCHARGE <br />5 SACK CEMENT PER CUBIC YARD. 2500 PSI NiMNW COMPRESSIVA STRENGTH. <br />VAXWV 6 GALLONS WATER PER SACK <br />GRADE 60 STEEL FOR 15 6 LARGER, GRADE LO STEEL FOR pr IBIydAL;Eg_ <br />BACKFILL IWTH PMOUS MATERIAL; PROYLOE twoRARY BRACIN 5 A�5 R[p'0 kl l Ilh nStio(IA1 L5 PS <br />UNTIL SLAB IS CONSTRUCTED AND CURED ESI IQU III STI(LLT $ W <br />LW+UN'OS. %VA %0:G <br />(J]t1 7-8 2793 <br />EXISTING CMu STRUCTURAL REVIEW <br />FOUNDATION WALL .c II,+; uerN RLvrEw[o roa <br />I:AI. ItrVi.l Rf.AII:N TS ONLY I'r.N lliF. <br />1) 1 LIj LR AN'O.OR CALCOI.A1'10,S <br />QIf <br />(2)- #4 CONT ®TOP <br />lot)o fJ�-2g_�ryr)\rl; o/S/2dI <br />' � _('J1 <br />HORIZONTAL REIfFORCEMENT: h YIFNI sz7t- <br />-Z5: <br />VERTICAL REINFORCEMENT: DOWELS W/6"MIN EMBED <br />p4 0 16"O.C. INTO EXISTING FIG W/SET EPDXY: <br />SAME AS VERT REINF SPACING <br />B" CONCRETE WALL MAX HEIGHT <br />(2500psi MIN) 2"CLR LAP: 21- OF BACKFILL: <br />3'-6" <br />ODWLLS W/ STANDARD HOOK <br />6"MIN EMBED INTO FTC: <br />SAME AS VERT REINF SPACING <br />4" SLAB W/ CONCRETE f00TING <br />6X6 WI.4 X WI.4 WWF OR 2^CLR CONCRI CONCR(2500psi MIN) W/ <br />p3 0 12"O.C. E.W. I y4 CONT 0 10"O.C. <br />e <br />40 FIG DRAIN <br />v IN GRAVEL POCKET g" <br />3"CLR L3"CLR jJOTE,' of <br />1CANTILEVERED FOUNDATION WALL - SLABS@ DAS- <br />SCQ(e: 314' <br />SST <br />cp PLIvi <br />I. 3)-Dc6 HI:-;Iz I <br />uC 66 <br />aJn.[I.I1151 ' ifdT S.W. <br />IiUMONUS. WA 602G <br />1425T 778.279 <br />STRUCTURAL REVI V <br />T711901(Ak11NGIIASUrr.NREYIEwr.f UR <br />SI1(I'("I'LRAI. RIVIARENIENTS ONLY PLR 11, <br />%I, :L( 111.1)1LTrLR ANO'OR CALCLCLA11ION. <br />11V______—kLIC(s�s <br />wil <br />�ainr Nor(srrcln�cu <br />ANGLE-ESPAC1146 CINVECTION <br />RCA001.244 NTS PIMP, tELI( <br />T, <br />T <br />