TYP SLAB ON GRADE TYP OVEREXCAVATION AT WALL COL

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					                      SLAB ON GRADE                                                                                 SAW CUT




                                                                               T"




                                                                                                                                                  T"
                                                                                                                    CONTROL




                                                                              "

                                                                                     N
                                                                                    MI




                                                                                                                                               /3"
                                                                                                                    JOINT




                                                                                                                                                       MAX
                                                          WWF
                                                                                                                                                                                                                CONC PILASTER SURROUND-DO NOT




                                                                                                                                              1
                                                                                                                                                                                                                POUR ABOVE FINISHED FLOOR ELEVATION                                           24" WIDE MIN                                                                                                                                                                                                                                                                        PER PLAN




                                                                                                                                                              T"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           #4 DOWELS @            18"




                                                                                                                                                             "
                                                                                                                                                                                                                                                                                           MATCH WALL WIDTH                                                                                                                                                                                                                                12" OC EW
                                                                                                                                                                                                                          INTERIOR CMU WALL                                                                                                                         INTERIOR CMU WALL                                                                                                                                                                                     18"            SEE ARCH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    S O E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     L P
                                                                                                                                                                                                                        VERT REINF PER PLAN                                                                                                                     VERT REINF PER PLAN                                                                                                                                                FFE VARIES

                                                                                                                                                        VAPOR BARRIER                                                                                                                                                                                                                                                                                                                                                            SEE FDN PLANS
                                                                                                                                                                                                                                       CONC SLAB                                                                                                                                  CONC SLAB
                                                           NOTE: SAW CUT SLAB WITHIN 12 HOURS                                                           OR RETARDER-                                                                                                                                                            FFE VARIES                                                                                                                                                FFE VARIES
                                                           AFTER SLAB HAS BEEN POURED                                                                   SEE SPEC                                                       CMU DOWELS PER PLAN                                                                                      SEE PLAN                    CMU DOWELS PER PLAN                                                                                                            SEE PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   (2) #4 CONT
                                                                           CONTROL JOINT                                                                                                                                                                                                                                                                                                                                                                                                                                                           TOP & BOTT
                                                                                                                                      4                                                                                    INTERIOR CONCRETE                                                                                                                         INTERIOR CONCRETE
                     INTERRUPT WWF                                                                                                        1                                                                                FOOTING                                                                                                                                   FOOTING                                                                                                                                                          PERIMETER INSULATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            #4 @ 24"O.C.
                     AT JOINT                                                                                                             1                                                                                                                                                                                     TF VARIES                                                                                                                                                  TF VARIES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            VERT EA FACE
                                                                                                                                      4                                                                                                                                                                                                                                                                                                                                                                                                                                                        PER PLAN
                                                                                                                                                                                                                                                                                                                                SEE PLAN                                                                                                                                                   SEE PLAN




                                                                                                                                                                                                                                                    T"




                                                                                                                                                                                                                                                                                                                                                                                                      T"
                     SLAB ON GRADE




                                                                                                                                                                                                                                                                                                                                                                                                                                           N
                                                                                                                                                                                                                                                                                                                                                                                                                                       3" MI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CONCRETE FOOTING-                     EQ                   EQ




                                                                                                                                                                                                                                                   "




                                                                                                                                                                                                                                                                                                                                                                                                     "
            T"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SEE FDN PLANS
    T"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TF VARIES




                                                                                                                                                                                                                                                                                                                                                                                                                                                              1-0"
           "
  2"




                                                                                                                                                                                                                                                                                                                                                                                                                                                               ’
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SEE FDN PLANS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1-0"
                                                                                                                                                                                                                                                                                                                                                                                                                           1                                                           CLASS B LAP SPLICE
                                                                                                                                                                                                                CONTINUOUS FOOTING REINFORCEMENT                    PIPE SLEEVE                               OPTIONAL CONSTRUCTION JOINT
                                                                                                                                              1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ’
                                                                                                                                          2                                                                                                                                                                                                                                                                                    1                                                    FOOTING REINFORCEMENT
                                                                                                                                                                                                                                                         APPLY THIS DETAIL WHEN TOP OF SLEEVE ELEVATION                                                                                                     PIPE SLEEVE
                                                                                                                                                                                                                                                                                                                                                                                                                                               1’-0"         1’-0"
                                                                                                                                                                                                                                                         IS LESS THAN 3" BELOW TOP OF FOOTING ELEVATION                                                                                                                                                                                                                                                                                                     (2) -#5 CONTINUOUS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    BENT BARS TO MATCH                                                                              PER PLAN
                                                                                                                                                                                                                                                         OR ABOVE THE TOP OF FOOTING ELEVATION                                                                                                                                                                                      FOOTING REINFORCEMENT
                                                                                                                                              VAPOR BARRIER
                 "x24" SMOOTH                                                                                                                 OR RETARDER-                                                                                                                                                                                                                                                                APPLY THIS DETAIL WHEN TOP OF
                 DOWELS @ 24"OC                                           1’-0"                     1’-0"
                                                                                                                                              SEE SPEC                                                                                                                                                                                                                                                                    SLEEVE ELEVATION IS MORE THAN 3"
                 GREASE AND WRAP                                                                                                                                                                                                                                                                                                                                                                                          BELOW TOP OF FOOTING ELEVATION
                 ON END (OPTION TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SECTION- EXT FDN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                49506
                 KEYWAY)
                                                                          CONSTRUCTION JOINT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2640 CASCADE RD SE
                                                                                                                                                                                                           INTERIOR CMU WALL                                                                                                                                        INTERIOR CMU WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           DS,MI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          WALL / FTG @ DOORS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             6-977-5798
         NOTE: VAPOR BARRIER SHALL BE USED UNDER ALL SLABS THAT RECEIVE WOOD FLOORING
                                                                                                                                                                                                        VERT REINF PER PLAN                                                                                                                                     VERT REINF PER PLAN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EAST GRAND RAPI
         AND AT OTHER AREAS INDICATED. VAPOR RETARDER SHALL BE USED UNDER ALL OTHER                                                                                                                                                                                                                                                                                                                                                                                                                                                           10
         SLABS ON GRADE. RIPS, TEARS, AND HOLES IN VAPOR BARRIERS AND RETARDERS SHALL
                                                                                                                                                                                                                     CONC SLAB                                                                                                                                                   CONC SLAB                                                                                                                                                 TYP
         BE REPAIRED PRIOR TO PLACING CONCRETE. ALL SLABS SHALL BE CURED WITH A                                                                                                                                                                                                                                                              FFE VARIES                                                                                                                                    FFE VARIES                                                     SCALE: NONE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           61
         MOISTURE-RETAINING COVER PER SPECIFICATIONS FOR A MINIMUM OF SEVEN DAYS.
                                                                                                                                                                                                       CMU DOWELS PER PLAN                                                                                                                   SEE PLAN       CMU DOWELS PER PLAN                                                                                                              SEE PLAN

                                                                                                                                                                                                           INTERIOR CONCRETE                                                                                                                                        INTERIOR CONCRETE

     1
                  TYP SLAB ON GRADE                                                                                                                                                                        FOOTING
                                                                                                                                                                                                                                                                                                                                             TF VARIES
                                                                                                                                                                                                                                                                                                                                                                    FOOTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             TF VARIES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ALTERNATE BARS TO CONTINUE                            HORIZ REINF                          PROVIDE DOWEL EXP
 TYP              NOT TO SCALE                                                                                                                                                                                                                                                                                                               SEE PLAN                                                                                                                                        SEE PLAN




                                                                                                                                                                                                                                  T"




                                                                                                                                                                                                                                                                                                                                                                                                T"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             THRU JOINT. OTHER BARS                                                                     SLEEVES OR GREASE




                                                                                                                                                                                                                                 "




                                                                                                                                                                                                                                                                                                                                                                                               "
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CUT 6" SHORT                                                                               AND WRAP BARS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                          N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     24" MI
                                                                                                                                                                                                                                                                                                                                   CLASS B LAP SPLICE




                                                                                                                                                                                                                                                                                                      8"
                                                                                                                                                                                                                                                          1                                                                                                                                                                                                                       CONTINUOUS FOOTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  REINFORCEMENT
                                                                                                                                                                                                                                                              1
                                                                                                                                                                                                                                                                                                                        CONTINUOUS FOOTING                                                                                                                                        PIPE W/ BEDDING PER
                                                                                                                                                                                                                                                   PIPE SLEEVE                                                          REINFORCEMENT                                                                                                                                             SPECIFICATIONS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       " VEE JOINT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                I NG ND CONS RUCTON
                                                                                                                                                                                                                                                                                           1’-0"   1’-0"                                                                                                                                                                                                                              " VEE JOINT                                  CHEMICAL WATERSTOP
                                                                                                                                                                                                                                                                                                                        IF TOP OF SLEEVE IS LESS THAN 2"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 I
                                                                                                                                  B                                                                                                                                                                                                                                                                                                                                                                         MAX SPACING @ WALL
                                                                                                                                                                                                                                                                                                                        BELOW FOOTING REINFORCEMENT,                                                                                                                                                                                                                               AT BASEMENT AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CONTROL JOINTS=15’-0" UNO                                              RETAINING WALLS
                                                                                                                                                                                                                                                                                                                        PROVIDE BENT BARS TO MATCH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            T
                                                                                                                                                                                                                                                                                                                                                                                                                     APPLY THIS DETAIL WHEN TOP OF
                                                                                                                                                                                                                                                                  APPLY THIS DETAIL WHEN TOP OF                         FOOTING REINFORCEMENT                                                                        PIPE ELEVATION IS MORE THAN 24"
                                                                                                                                                                                                                                                                  SLEEVE ELEVATION IS LESS THAN 24"                                                                                                                  BELOW BOTTOM OF FOOTING ELEVATION                                                            WALL CONTROL JOINT                                                        WALL CONSTRUCTION JOINT
                                        L
                                            BE REMOVED
                                TABLE SOI




                                                                                                                                                                                                                                                                  BELOW BOTTOM OF FOOTING ELEVATION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DE I DE E OP NT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            OR B DDI A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 (ALL EXPOSED WALLS)                                                           (ALL EXPOSED WALLS)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   V L ME
                                                                                                                                                                                     EXCAVATE ON
                                                                                                                                                                                     SAFE SLOPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CORNER BARS SAME SIZE AND SPACING
                        D




                                                                                             2                                                           2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  9 % RE I W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        AS HORZ WALL REINF-CLASS B TENS                                             CONSTRUCTION JOINT AS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        VE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      IS D F
                            UNSUI




                                                                                                                                                                                                                                                                                                                                                                                                                                       BOND BREAKER                                                                                                                                                 REQUIRED BY POUR LIMITS
                                                                                                                                                                                                                 DETAIL-TYP PIPE PENETRATION/INTERIOR FOOTING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              S GN
                                                                                                                                                                               FILL WITH COMPACTED                                                                                                                                                                                                                                                                                                                      LAP SPLICE w/ HORZ WALL REINF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S UE
                                                                                                                                                                               ENGINEERED FILL
                                                                                         1                                                                         1                                       5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0
                                            TO




                                                                                                                                                                                                                                                                                                                                                                                                                                       OPTIONAL DIAMOND                                                                                                                                                LAP AND TIE BARS
                                                                                                                                                                                                         TYP     NOT TO SCALE                                                                                                                                                                                                          SHAPED ISOLATION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             71 /0 8

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   82 /0 8

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       91 /0 8
                                                                                                                                                                                                                                                                                                                                                                                                                                       JOINT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0 /72 0

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0 /82 0

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0 /02 0
                                                                                                                                                                       OVEREXCAVATION SUBGRADE-MUST BE
                                                                                         B+D (REQ’D EXCAVATION WIDTH)                                                  OBSERVED, TESTED AND APPROVED
                                                                                                                                                                                                                                                                                                                                                                                                                                       FLOOR CONSTRUCTION                                                                             STD HK
                                                                                                                                                                       BY GEOTECHNICAL ENGINEER
                                                                                                                                                                                                                                                                                                                                                                                                                                       OR CONTROL JOINT                                                                               (TYP)
                                                                                         MIN WIDTH=4B, OR EXCAVATE TO
                                                                                         AN APPROVED SUBGRADE, WHICH-                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            MINIMUM BAR LAP
                                                                                             EVER IS ENCOUNTERED FIRST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                SEE GENERAL NOTES
                                                                              NOTE: REFER TO SPECS AND SOILS REPORT                                                                                                                                                                                                                                                                           PLAN
                                                                             FOR AREAS OF POTENTIAL OVER-EXCAVATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ALL CORNERS                                                      WALL CONSTRUCTION JOINT/

 2
                 TYP OVEREXCAVATION AT WALL & COL FTGS                                                                                                                                                                                                                                                                                                                                                                                 STEEL COLUMN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          BAR LAP (BELOW GRADE)

                                                                                                                                                                                                                                                                                                                                                                                                                                       SEE FRAMING PLAN
TYP              NOT TO SCALE                                                                                                                                                                                                                      4’-0" MIN
                                                                                                                                                                                                                                                                                                     VERT WALL REINF,                                                                                                                                                                                                11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TYP FDN WALL REINF / JOINTS
                                                                                                                                                                                                                                                                                                                                                                                   2" MIN                                              SLAB ON GRADE
                                                                                                                                                                                                                                                   (TYP) UNO                                         SEE PLAN (TYP)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TYP        NOT TO SCALE

                                                                                                                                                                                                                                                                                                                                  DOWEL, SEE WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                       TF VARIES




                                                                                                                                                                                                                                                                                                                                                                       3" CLR
                                                                                                                                                                                                                                                                                                                                  SECTION (TYP)
                                                                                                                                                                                                                                                                                                                                                                                                                                        SEE PLAN

                                                                                                                                                                                                                                                                                                                                FFE VARIES                                                                                                                                                                                                                                                  EXIST CMU WALL

                                                                                                                                                                                                                                                                                                                                 SEE PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                       SEE FDN PLANS AND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              os
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          WALL REINFORCING-
                                                                                                                                                                                                                                                                                                                                                                                                                                       FOOTING SCHEDULE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Re ta e Ma l Wo d
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SEE FRAMING PLANS                                                #4 DOWELS X 2’-4"
                                                                                                                                                                                                                                                                                                                                                                                            SECTION                                    FOR FOOTING SIZE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LONG AT 24" OC CTR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      MutP ro eRo m A dt n
                                                                                                                                                                                                                                                                                                                                                                                                                                       AND REINFORCING                                                                    BOND BREAKER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     d io
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           IN CMU AND EXTEND 16"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        i
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ABOVE TOP OF FOUNDATION
                                                                                                                                                                                                                                                                                                                                  FOUNDATION WALL                                                                                                                                                                         CONC SLAB                                                        WALL GROUT SOLID IN CMU




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         pe
                                                                                                                                                                                                                                                                                                                                  REINFORCING (TYP)
                                                                                                                    PROVIDE 1" CLEAR BETWEEN
                                                                                                                    PIPE AND SLEEVE TYP (CAULK                                                                                                                                                                                                              7
                                                                                                                                                                                                                                                                                                                                                                      DETAIL-TYP FTG / STEEL COL
                                                                                                                                                                                                                                                                               TYP) UNO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FFE VARIES                                                                  TW VARIES
                                                                                                                    WHERE NECESSARY)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 o
                                                                                                                                                                                                                                                                        -0"




                                                                                                                                                                                                                                                                                                                                  FOUNDATION WALL
                                                                                                                                                                                                                                                                                                                                                           TYP        NOT TO SCALE                                                                                                                                      SEE PLAN                                                                      SEE PLAN
                                                                                                                                                                                                                                                                       2’




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 sh v n
     LINE OF MAX                                                                                                   SEE TYP FDN WALL SECT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        l- up s
     EXCAVATION DEPTH                                                                                              FOR WALL & FOOTING REINF
                                                                                                                                                                                                                                                                              (




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            9 at 2 d t t
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           4 E s 3 n S re
     ADJACENT TO FTG




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Holn , 4 4 3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       e
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              l d MI 9 2
                                                                                                                   PROVIDE 1" CLEAR BETWEEN
                                                                                                                                                                                                                                                                                                                                 FOOTING                                                                                                                                                                                                                                                   #4 CONT (TOP AND BOTT) HORIZ




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         i
                                                                                                                   PIPE AND SLEEVE TYP (CAULK
                                                                                                                                                                                                               MAINTAIN FOOTING                                                                                                                                                                                                                                                                                                                                                            AND #4 @ 24 OC VERT
                                                                                                                   WHERE NECESSARY)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               a
                            2                                                                                                                                                                                  THICKNESS                 1                                                                                                                                                                                                                                                                                                                                 8"             EXIST FOOTING
                        1                                                                                                                                                                                                                                                                                                        TF VARIES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CONCRETE FOOTING,                                               AND FDN WALL
                                                                                                                                                                                                                                             2
                                                                                                                                                                                                                                                                                                                           T"

                                                                                                                                                                                                                                                                                                                                 SEE PLAN                                       INT WALL FTG                                                                                                                              SEE PLANS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     TF VARIES
                                                                                                                                                                                                                                 LONGITUDINAL
                                                                                                                                                                                                                                                                                                                          "



                                                                                                                                                                                                                                 FTG REINF                                                                                                                                                                                                                                                                                                                                                            SEE PLAN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0"
                                                                                                                   CONC FILL




                                                                                                                                                                                                                                                                                                                                                                                                                                                        4"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1
                                                                                                                                                                                                                                                                                                                                                                                                                                                       1




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  D. Ha n
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       D. Ha n



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           91 /0 8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    De a
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         De a



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          0 /02 0
                                                                                                   4"


                                                                                                                    N
                                                                                                                   MI




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     #4 DWLS @ 12"OC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1’-4"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     W/ HILTI HY150
                                                                                                                                                                                                                                                                                          CLASS "B" TENSION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     IN EXIST FTG (EMBED= 5")
                                                                                                                          -0"




                                                                                                                                                                                                                                                                                          LAP SPLICE (TYP)
                                                                                                                                MAX




                                                                  2
                                                                                                                         3’
                                                                                                   4"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SECTION-EXT FDN WALL / FTG
                                                                                                                    N




                                                                                                                                                                                                                                   FTG w/ CONC FDN WALL
                                                                                                                   MI




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              M AN AG ER:


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       C O N TAC T:


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       LEN AM E:


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PLO T D ATE:
                                                                      1
                                                                                                                                                                                                                                                                                                                                                                                                                                                   #5x24" DWLS, DRILL AND EPOXY
     NOTE: VERIFY LOCATION OF                                                                                                                                                                                                                                                                                                                                                                                                                      8" INTO EXT WALL OR CAST IN-                                    12
                                                                                                                                                                                                                                                                                                                                                                                                           2’-0"
     ALL UNDERGROUND PIPING,                                                                                                                                                                                                                                                                                                                                                                                                                       QTY TO MATCH INT WALL FTG
                                                                           2’-0"                                   CONC FILL                                                                                                                                                                                                                                                                                                                                                                                      TYP        NOT TO SCALE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      FI
     CONDUIT, ETC; ADJUST FTG                                                                                                                                                                                                                      4’-0" MIN                                                                                                                                                                                       LONG REINF
     ELEV AS REQUIRED.                                                     MIN                                                                                                                                                                                                                     VERT WALL REINF,
                                                                                                                                                                                                                                                   (TYP) UNO                                       SEE PLAN (TYP)                                                                                                                                  SEE TYP FDN WALL SECT
                                                                                                                                                                                                                                                                                                                                                                                                                                                   FOR WALL & FOOTING REINF

                     SECTION- UTILITIES @                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          6" CMU



             3
                     EXT FDN WALL / FTG                                                                                                                                                                                                                                                                                         FFE VARIES



         TYP         NOT TO SCALE
                                                                                                                                                                                                                                                                                                                                 SEE PLAN
                                                                                                                                                                                                                                                                                                                                                                8
                                                                                                                                                                                                                                                                                                                                                                                SECTION
                                                                                                                                                                                                                                                                                                                                                            TYP                 NOT TO SCALE                                                                                                                                  BOND BREAKER
                                                                                                                                                                                                                                                                               TYP) UNO




                                                                                                                                                                                                                                                                                                                                                                                                                                       8" OR 12" CMU
                                                                                                                                                                                                                                                                        -0"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CONC SLAB                                                       #4 DOWELS X 48" LONG
                                                                                                                                                                                                                                                                       2’




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              AT 48" OC CTR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              IN CMU AND EXTEND 24"
                                                                  SEE PLAN                                                                                                                                                                                                                                                       DOWEL, SEE FTG                                  WALL REINFORCING-                                                                                                                           FFE VARIES                                                       ABOVE TOP OF WALL
                                                                                                                                                                                                                                                                              (




                                                                                                                                                                                                                                                                                                                                 SECTION (TYP)                                   SEE FRAMING PLANS                                                                   #4 DOWELS X 2’-4"
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              GROUT SOLID IN CMU
                     WALL REINFORCING,                                                                                                                                                                                                                                                                                                                                                                                                                               LONG AT 24" OC CTR                                      SEE PLAN
                                                                                                                        CMU WALL, SEE PLAN
                     SEE FRAMING PLANS                                                                                                                                                                                                                                                                                                                                           BOND BREAKER                                                                        IN CMU AND EXTEND 16"
                                                                             EQ               EQ                                                                                                                                                                                                                                                                                                                                                                     ABOVE TOP OF FOUNDATION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    8"
                     GROUT BELOW                                                                                        BOND BREAKER (TYP)                                                                     MAINTAIN FOOTING                                                                                                                                                  CONC SLAB                                                                           WALL GROUT SOLID IN CMU
                     GRADE CMU SOLID                                                                                                                                                                           THICKNESS                 1
                                                                                                                        SLAB ON GRADE                                                                                                                                                                                                                                                                                                                                                                                                                                                        #4 @ 48"OC VERT
                                                                                                                                                                                                                                                                                                                                 TF VARIES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          #4 @ 16"OC- FIELD BEND                                             AND #4 TOP AND BOTT
                                                                                                                                                                                                                                             2                                                                                                                                  FFE VARIES                                                                                     TW VARIES
                                                                                                                                                                                                                                                                                                                           T"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          12" INTO SLAB
                                            N




                                                                                                                                                                                                                                                                                                                                 SEE PLAN                                                                                                                                                                                                                    6"
                                        8" MI




                                                                                                                                                                                                                                 LONGITUDINAL
                                                                                                                                                                                                                                                                                                                          "




                                                                                                                                                                                                                                                                                                                                                                                SEE PLAN                                                                                        SEE PLAN
                                                                                                                                                                                                                                 FTG REINF                                                                                                                                                                                                             1" CHAMFER
                                                                                                                        TF VARIES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            TOF ELEV
                                        1-0"




                                                                                                                        SEE PLAN

                                                                                                                                                                                                                                                                                                                                                                                 PERIMETER INSULATION                                                                                                                                                                                                   SEE PLAN
                                         ’




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0"
                                                                                                                        #5x26" DOWEL w/ STD HOOK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              F u d tn
                                                                                                                                                                                                                                                                                                                                                                                                                                                             (2) #4 CONT (TOP AND BOTT) HORIZ




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1
                                                                                                                        @ 24" OC IN SOLID GROUTED CMU                                                                                                                                         CLASS "B" TENSION




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    o
                                                                                                                                                                                                                                                                                                                                                                                                                                                             AND #4 @ 24 OC VERT (EACH FACE)




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               o n ai
                                                                                    2’-0"                                                                                                                                                                                                     LAP SPLICE (TYP)
                                                                                                        3" COVER




                                                                                                                                                                                                                                   FTG w/ MASONRY WALL                                                                                                                                                                         1’-4"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      s
                                                                                                                                                                                                                                                                                                                                                                                 CONCRETE FOOTING,                   EQ




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Deal
                                                         (2) #5                                                                                                                                                                                                                                                                                                                                                                                   EQ




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          pr ect num ber
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ti
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1’-6"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           78A
                                                                                                                                                                                                                                                                                                                                                                                 SEE PLANS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TF VARIES                                                   (2) #5 CONT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          004
                                                                                                                                                                                                               SECTION-TYP STEPPED FTG                                                                                                                                                                                                                                        SEE PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                0"




                                                                                                                                                                                                       6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            oj
                 SECTION-TYP INT MASONRY WALL FTG                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RAMP WALL SECTION
                                                                                                                                                                                                                                                                                                                                                                                                               1




 4                                                                                                                                                                                                   TYP       NOT TO SCALE                                                                                                                                                                                                                                                                                             13
TYP              NOT TO SCALE                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         TYP       NOT TO SCALE
                                                                                                                                                                                                                                                                                                                                                                                                                               2’-2"                                                                                                                                                                                                                                                       sheet number
                                                                                                                                                                                                                                                                                                                                                                                            (2) #5 CONT




                                                                                                                                                                                                                                                                                                                                                                      9
                                                                                                                                                                                                                                                                                                                                                                                   SECTION-EXT FDN WALL / FTG
                                                                                                                                                                                                                                                                                                                                                                     TYP           NOT TO SCALE                                                                                                                                                                                                                                             S2.01

				
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