Vol_1_KNMD119001_Drawing-Add_002.pdf

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MATCH LINE MATCH LINE

2'-6" THICK CIP WALL

REFER TO DETAIL 3/S202.

12" THICK CIP WALL FOR

REINFORCEMENT REFER TO

DETAIL 2/S202 TYPICAL.

1'-0" THICK CIP WALL

FOR REINFORCEMENT REFER

TO DETAIL 3/S202.

CENTER LINE

3'-0" WIDE X 1'-4"" THICK

CONT. WALL FOOTING

REINFORCED WITH (4) #5

CONT AND (1) #5 AT 8" O.C.

TRANSVERSE (TOP AND

BOTTOM).

4'-0" WIDE X 1'-8"" THICK CONT.

WALL FOOTING REINFORCED

WITH (5)#5 CONT AND (1) #5 AT

8" O.C. TRANSVERSE TOP

AND BOTTOM TYPICAL.

10 GA. HOT DIP GALV. WALL

HOLD DOWNS PROVIDED

BY VENDOR TYPICAL ALL

LOCATIONS.

4'-6" WIDE X 1'-8"" THICK CONT.

WALL FOOTING REINFORCED

WITH (5)#5 CONT AND (1) #5 AT

8" O.C. TRANSVERSE TOP

AND BOTTOM TYPICAL.

SEE NOTE #12

FOUNDATION SCHEDULE (SPREAD FOOTINGS)

MARK

SIZE (LxWxD)

REINFORCEMENT

REMARKS

LONGITUDINAL TRANSVERSE

F1 6'-0"x6'-0"x18"

#5 @ 12" O.C. TOP

#5 @ 9" BOTTOM

SPREAD FOOTING

F2 8'-0"x8'-0"x18" SPREAD FOOTING

FOUNDATION SCHEDULE (PILE CAPS) - OPTION 9

MARK

SIZE (LxWxD)

REINFORCEMENT

REMARKS

LONGITUDINAL TRANSVERSE

F1 4'-0"x6'-0"x18"

PILE CAPS

F2 PILE CAPS

WF1 1'-8"xCONT. x2'-0"

(3)-#5 CONT. (1)-#5 @ 12" O.C.

WALL FDN.

#5 @ 12" O.C. TOP

#5 @ 9" BOTTOM

#5 @ 12" O.C. TOP

#5 @ 9" BOTTOM

#5 @ 12" O.C. TOP

#5 @ 9" BOTTOM

F3 10'-0"x20'-0"x2'-0" SPREAD FOOTING

#5 @ 12" O.C. TOP

#5 @ 6 BOTTOM

#5 @ 12" O.C. TOP

#5 @ 6 BOTTOM

PILES

(SEE SHEET

S201A FOR MORE

INFO.)

F3 6'-0"x12'-0"x20"

PILE CAPS

4'-0"x6'-0"x18"

(2) - MICRO PILES

(2) - MICRO PILES

(6) - MICRO PILES

#5 @ 12" O.C. TOP

#5 @ 9" BOTTOM

#5 @ 12" O.C. TOP

#5 @ 9" BOTTOM

#5 @ 12" O.C. TOP

#5 @ 9" BOTTOM

#5 @ 12" O.C. TOP

#5 @ 9" BOTTOM

#5 @ 12" O.C. TOP

#5 @ 6 BOTTOM

#5 @ 12" O.C. TOP

#5 @ 6 BOTTOM

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ENLARGED FOUNDATION PLAN - AREA A

SCALE: 3/16" - 1'-0"

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7" CIP CONC. SLAB

W/ #4'S @ 8" O.C.

E.W. TOP AND

BOTTOM)

6" CONC. SLAB W/

#5'S @ 8" O.C. E.W.

(CENTERED)

10" CIP CONC. SLAB

W/ #4'S @ 8" O.C.

E.W. TOP & BOTTOM

6" CONC.

SLAB W/

#5'S @ 8" O.C.

E.W.

(CENTERED)

6" CONC. SLAB W/

#5'S @ 8" O.C. E.W.

(CENTERED)

10" CIP CONC.

SLAB W/ #4'S @

8" O.C. E.W. TOP

& BOTTOM

2'-0" CIP CONC. SLAB

W/ #8 'S @ 8" O.C.

EACH WAY TOP AND

BOTTOM TYP. AT

THRUST PAD.

6" CONC. SLAB W/

#5'S @ 8" O.C. E.W.

(CENTERED)

6" CONC. SLAB W/

#5'S @ 8" O.C. E.W.

(CENTERED)

6" CONC. SLAB W/

#5'S @ 8" O.C. E.W.

(CENTERED)

6" CONC. SLAB W/

#5'S @ 8" O.C. E.W.

(CENTERED)

6" CONC. SLAB W/

#5'S @ 8" O.C. E.W.

(CENTERED)

6" CONC.

SLAB W/

#5'S @ 8"

O.C. E.W.

(CENTERED) 1'-8" WIDE X 1'-4"" THICK

CONT. WALL FOOTING

REINFORCED WITH (3)#5

CONT AND (1) #5 AT 12" O.C.

TRANSVERSE TYPICAL ALL

LOCATIONS.

3'-6" WIDE X 1'-4" THICK CONT.

WALL FOOTING REINFORCED

WITH (5)#6 CONT AND (1) #6

AT 12" O.C. TRANSVERSE

TYPICAL ALL LOCATIONS.

2'-6"X1'-8" EMBED PLATE

BY OTHERS TYPICAL

ALL LOCATIONS.

3'-0" WIDE X 1'-4"" THICK

CONT. WALL FTG.

REINFORCED WITH (5)#5

CONT AND (1) #5 AT 12"

O.C. TRANSVERSE TYP.

6" CONC. SLAB W/

#5'S @ 8" O.C. E.W.

(CENTERED)

6" CONC.

SLAB W/

#5'S @ 8"

O.C. E.W.

(CENTERED)

INDICATES

CHANGE IN SLAB

THICKNESS TYP.

COLUMNS SIZE, BASE

PLATES AND MATERIAL

ARE PROVIDED BY

PRE-FABRICATE STEEL

MANUFACTURER TYPICAL

ALL LOCATIONS.

NOTE

#10

6" CONC. SLAB W/

#5'S @ 8" O.C. E.W.

(CENTERED)

NOTE #11

SEE NOTE

#14

6" CONC.

SLAB W/

#5'S @ 8"

O.C. E.W.

(CENTERED)

2'-0" WIDE X 1'-4""

THICK CONT. FTG.

REINFORCED WITH

(4)#5 CONT AND (1)

#5 AT 12" O.C.

TRANSVERSE TYP.

1'-6" WIDE CIP WALL

REINFORCED WITH #5

@ 12" O.C. EACH WAY

EACH FACE. TYPICAL

ALL LOCATIONS.

6" CONC. SLAB W/

#5'S @ 8" O.C. E.W.

(CENTERED)

2'-8" WIDE X 1'-4" THICK

CONT. WALL FOOTING

REINFORCED WITH

(5)#6 CONT AND (1) #6

AT 12" O.C.

TRANSVERSE TYPICAL

ALL LOCATIONS.

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5" WIDE x 1'-0"

DEEP COMMS.

TRENCH.

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FOUNDATION DETAIL

SCALE: 3/4" - 1'-0"

FOUNDATION DETAIL

SCALE: 3/4" - 1'-0"

FOUNDATION DETAIL

SCALE: 3/4" - 1'-0"

EXTERIOR WALL FOUNDATION DETAIL

SCALE: 3/4" - 1'-0"

FOUNDATION DETAIL (MID-SECTION)

SCALE: 3/4" - 1'-0"

EXTERIOR WALL FOUNDATION DETAIL

SCALE: 3/4" - 1'-0"

24" TO 10" SLAB

SCALE: 3/4" - 1'-0"

SECTION AT TRENCH

SCALE: 3/4" - 1'-0"

GRATING CONNECTION

SCALE: 3/4" - 1'-0"

SECTION AT MAIN FRAME COLUMN

SCALE: 3/4" - 1'-0"

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S-201

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1. THE MICROPILES SHALL BE DESIGNED TO MEET THE

REQUIREMENTS OF IBC 2006 AND THE FHWA MICROPILE

DESIGN AND CONSTRUCTION REFERENCE MANUAL

(PUBLICATION NO. FHWA NHI-05-039).

2. MINIMUM STEEL CASING DIAMETER OF 7.625 INCHES.

3. MINIMUM STEEL CASING WALL THICKNESS OF 0.545 INCH.

4. FOR PERMANENT STEEL CASING USED AS REINFORCING,

DESIGN STRESS ANALYSIS SHALL CONSIDER A REDUCTION IN

THE OUTSIDE DIAMETER OF STEEL PIPE BY 0.4-INCH TO

ALLOW FOR 0.2-INCH STEEL THICKNESS CORROSION.

5. MINIMUM ROCK SOCKET DIAMETER OF 7 INCHES.

6. MINIMUM ROCK SOCKET LENGTH AS INDICATED ON

DRAWINGS, OR AS DEEMED APPROPRIATE PENDING RESULTS

OF STATIC PILE LOAD TESTING.

7. MINIMUM FACTOR OF SAFETY FOR SOIL TO PILE BOND SHALL

BE 2.0.

8. ALL NEW PILING SHALL BE 3 DIAMETERS OR 36 INCHES AWAY

FROM EXISTING OR ADJACENT NEW PILES, WHICHEVER IS

GREATER.

9. TOTAL SETTLEMENT UNDER THE APPLIED DESIGN LOADING

SHALL NOT EXCEED 1/2-INCH UNDER NORMAL LOADING

CONDITIONS.

10. THE FINAL LENGTH OF THE PRODUCTION MICROPILES SHALL

BE DETERMINED SUCH THAT THE REQUIRED GEOTECHNICAL

CAPACITY IS DEVELOPED BY SKIN FRICTION BETWEEN THE

GROUT AND SOIL OVER A SUITABLE LENGTH IN AN

APPROPRIATE BEARING STRATUM (BOND ZONE).

11. MICROPILE CAPACITIES SHALL BE AS FOLLOWS:

A. THE DESIGN PILE CAPACITIES FOR THE TYPE I MICROPILES

SHALL BE AS FOLLOWS:

a. THE MINIMUM NET ALLOWABLE COMPRESSION CAPACITY

SHALL BE 40 KIPS. THE MINIMUM ULTIMATE COMPRESSION

CAPACITY SHALL BE 90 KIPS, WITH A MINIMUM SAFETY

FACTOR OF 2.0 TO BE VERIFIED DURING STATIC PILE LOAD

TESTING OPERATIONS.

b. THE ALLOWABLE AND ULTIMATE TENSION CAPACITIES SHALL

BE 30 KIPS AND 60 KIPS, RESPECTIVELY.

B. THE DESIGN PILE CAPACITIES FOR THE TYPE II MICROPILES

SHALL BE AS FOLLOWS:

a. THE MINIMUM NET ALLOWABLE COMPRESSION CAPACITY

SHALL BE 80 KIPS. THE MINIMUM ULTIMATE COMPRESSION

CAPACITY SHALL BE 170 KIPS, WITH A MINIMUM SAFETY

FACTOR OF 2.0 TO BE VERIFIED DURING STATIC PILE LOAD

TESTING OPERATIONS.

b. THE ALLOWABLE AND ULTIMATE TENSION CAPACITIES SHALL

BE 57.5 KIPS AND 115 KIPS, RESPECTIVELY.

12. MICROPILE LOAD TESTING SHALL BE PER THE

SPECIFICATIONS.

MICROPILE FOUNDATIONS

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F3 PILE CAP PILE LAYOUT PLAN

SCALE: 1/4" - 1'-0"

F1 PILE CAP PILE LAYOUT PLAN

SCALE: 1/4" - 1'-0"

F2 PILE CAP PILE LAYOUT PLAN

SCALE: 1/4" - 1'-0"

MICROPILE INTO PILE CAP DETAIL

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S-202A

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PEDESTAL TO STEM WALL DETAIL

SCALE: 3/4" - 1'-0"

SECTION THRU F3 FOUNDATION