6 of 056 - S101 - Foundation Plan Rev 01 2021-07-13 (Q7 and Q10).pdf

TYPICAL TOP OF FTG = -1'-4"

THE G.C. SHALL COOORD WITH TYPICAL DETAILS FOR ANY AND ALL

ADDITIONAL FRAMING REQUIREMENTS NOT SHOWN HEREIN.

= EXISTING FOUNDATIONS / BUILDING

• SF=STEP FOOTING, SEE TYPICAL DETAIL X/S-XXX

• CENTER ALL SPREAD FOOTINGS BENEATH

COLUMNS/PIERS/PILASTERS

• ALL STRIP FOOTING REINFORCING SHALL BE CONTINUOUS THROUGH

SPREAD FOOTINGS

• PROVIDE CORNER BARS AT ALL STRIP FOOTING CHANGES IN

DIRECTION

EXTEND STRIP FOOTINGS A MINIMUM OF 8" PAST END OF WALL AT

FOOTING TERMINATIONS

TYPICAL EXTERIOR SLAB ON GRADE CONSTRUCTION IS 4" SLAB W/ ONE

LAYER OF 6x6~W2.9xW2.9 WWR ON COMPACTED SUBGRADE. SEE SPECS

FOR FINISH REQUIREMENTS. SEE ARCH'LS AND CIVIL FOR ELEVARTIONS

AND SLOPES.

FOUNDATION PLAN NOTES:

0.20.1

A.1

A.2

H

SS

5X 5X

3/

H

SS

5X 5X

3/

H

SS

5X5X3/8

H

SS

5X5X3/8

F55

F55

F44

EXIST BLDG

102102

105105

105105

EXISTING 1990's

STEEL FRAME &

REINFORCED CMU

BLDG BLDG

0.3

F44

102102

102102

107 107

T B

-1 .5

TB-1.5

TB-1.5

T B

-1 .5

/8

A.3

19'-6 1/4" +/- 4'-3"

/4

/8

/8

/8

EXIST F20 H

SS6X

6X 3/

H

SS6X

6X 3/

119119

EQ EQ EQ

E Q

E Q

S241

S241

28'-9 1/4" +/-

CJ

CJ

CJ

S201

S201

S201

S201

117117

10'-10"

4"

19'-6 1/4" 4'-3"

117117

117117

117117

117117 117117

F125

1'-3"

102114

S201

4" Slab on Grade

S201

121121

121121

121121

121121

118 118

118 118

10B

S201

1 1

102102

7B

S201

7A

S201

7A

S201

GB/TB SCHEDULE NOTES:

1. SEE TYPICAL DETAILS ON SXXX SERIES OF DRAWINGS FOR TREATMENT OF REINFORCING AT INTERSECTIONS WITH PILE

CAPS, GB'S OR TB'S.

2. SEE X/SXXX FOR SPLICING REQUIREMENTS.

3. ALL STIRRUPS SHALL BE CLOSED WITH SEISMIC BENDS.

4. MAINTAIN 4" CLEAR COVER AROUND ALL REINFORCING UNO.

5. ALL BARS SHALL BE SUPPORTED ON CHAIRS (PLASTIC OR HDG) WITH FLAT BASED TO PREVENT SINKING INTO SUBGRADE

6. LOCATE FIRST STIRRUP 4" OR LESS FROM FACE OF PILE CAP OR SUPPORTING GRADE/TIE BEAM UNO

7. ALL CONTINUOUS GRADE BEAMS (PRESENT BOTH SIDES OF PILE CAP, GB OR TB) SHALL HAVE TOP AND BOTTOM BARS

CONTINUOUS THROUGH INTERRUPTING PILE CAP, GB OR TB, SEE X/SXXX.

C E

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ADC #17005.0

KEYED NOTES (THIS SHEET ONLY)

102 REMOVE & REPLACE EXISTING ASPHALT PAVING AS NEEDED TO INSTALL NEW COLUMNS AND FOUNDATIONS.

104 NEW LADDER, BOLT TO WALL, LADDER SHALL BE PER STEEL SUPPLIER / FABRICATOR, LADDER SHALL BEET ALL CURRENT OSHA AND IBC CODE REQUIREMENTS.

105 T/EXISTING SLAB = 0'-0"

106 PROVIDE PROTECTIVE/ RESTRICTIVE ACCESS TO LADDER (LOCKABLE LADDER COVER)

107 HSS 4x4x1/4" DIAGONAL BRACING BETWEEN COLUMNS. PROVIDE 1/2" GUSSET PL's (HDG).

109 HSS 6X6X3/8 HDR & SILL.

110 NEW 3000 PSI CONCRETE FTG 12"X12"X5'-0". SEE TYP DETAIL.

111 NEW TYPE B CMU INTEL OVER OPENING.

112 REINFORCE 2 ADJACENT CELL EACH SIDE OF OPENING.

113 NEW 8"CMU BOND BEAM SILL W/ 2-#4'S CONT., BELOW OPENING.

114 PROVIDE NEW 4" 3000-PSI (NW) CONCRETE SLAB WITH 6x6~W2.9xW2.9 WWF. PROVIDE CONTROL JOINTS @ 10'-0" O.C. EACH DIRECTION

115 SEE ARCH'LS FOR WINDOW SIZE AND LOCATION.

116 SEE MEP AND ARCH'LS DRWG'S FOR DUCT SIZE AND LOCATION.

117 THE G.C. SHALL BE RESPONSIBLE FOR FIELD LOCATING ALL UNDERGROUND UTILITIES AND INTERFERENCES PRIOR TO DIGGING FOUNDATIONS.

118 DEMO EXISTING BOLLARDS. COORD. W/ ARCH'LS

119 EXISTING UNDERGROUND OIL SEPERATOR/CONTAINMENT THE G.C. SHALL TAKE SPECIAL CARE TO PROTECT. N. HEAVY EQUIPMENT SHALL BEAR ON THIS STRUCTURE. THE G.C.

SHALL FIELD LOCATE AND CLEARLY MARK G.C. TO CONFIRM TOP OF UNIT = -1'-0"

120 FOOTING MAY BE SLIGHTLY OFF CENTER DUE TO EXISTING OIL SEPERATOR. COLUMN TO REMAIN WHERE LOCATED

121 NEW 3000-PSI CONCRETE SLAB G.C. TO COORD. EXTENTS. PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING. TIE INTO ADJACENT SURFACES AND ALLOW POSITIVE WATER

FLOW AWAY FROM THE BUILDING

1/2" = 1'-0"1 FOUNDATION PLAN -AREA-B

GRADE BEAM/TIE BEAM SCHEDULE

TYPE WIDTH THICKNESS

TOP

REINFORCING

BOTTOM

REINFORCING STIRRUPS

TB-1.5 1'-6" 1'-0" (3)-#5'S (3)-#5'S #3'S @ 5" O.C.

SPREAD FOOTING SCHEDULE

FOOTING

TYPE LENGTH WIDTH THICKNESS BOTTOM REINFORCING TOP REINFORCING

F32 2'-0" 3'-0" 1'-0" (3)-#5's LINGITUDINAL, (4)-#5'S

TRANSVERSE

N/A

F44 4'-0" 4'-0" 1'-0" (5)-#5'S EW N/A

F55 5'-0" 5'-0" 1'-6" (6)-#5'S EW N/A

F125 5'-0" 1'-0" 1'-0" (3)-#5'S EW N/A

CONTINUOUS FOOTING SCHEDULE

FOOTING TYPE WIDTH THICKNESS

LONGITUDINAL

REINFORCING

TRANSVERSE

REINFORCING

EXIST F15 1'-6" 1'-0" EXIST (2)-#5'S N/A

EXIST F20 2'-0" 1'-0" EXIST. (3)-#5'S N/A

No. 28196

S O

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