60554859_WY-ANG_VMAF_S22 - Sheet - S-504.pdf

SOG

8" CMU WALL W/ #5 @ 4'-0" OC

W/ DWLS TO MATCH VERT

REINF GROUTED SOLID

(2) #5 CONT BOT

NOTE: SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF NON LOAD BEARING CMU WALLS.

DOWELS WITH

STANDARD HOOK

1' - 6"

MAXIMUM CANTILEVER WALL

HEIGHT 8" CMU - 12'-0"

CONT BOND BEAM W/ (2) #4

GROUTED SOLID

SEE BRACING DETAILS ON S008

FOR FULL HEIGHT WALLS

NOTE: THK'N SLAB NOT REQ'D AT 10"

REINFORCED SLAB LOCATIONS

T / SLAB

L A

P S

P L

IC

E

C L R

CONTRACTOR SHALL SUBMIT SHOP

DRAWINGS FOR ALL MASONRY WALLS

T

T

CLASS A VAPOR

BARRIER SEE SPECS,

TYP

CONC SOG

DRAINAGE COURSE:

SMOOTH DRUM ROLLER

COMPACTED #57

AGGREGATE (FREE-

DRAINING POROUS FILL)

100% FRACTURED GRANITE

100% FRACTURED FACES

NOTES:

1. SUBGRADE SHALL BE PREPARED PER THE GEOTECHNICAL REPORT PRIOR TO SLAB

PLACEMENT. UNSUITABLE SUBGRADE SHALL BE REMOVED AND REPLACED WITH AN

ENGINEERED FILL OR ADEQUATE BORROW MATERIAL AND COMPACTED PER THE

EARTHWORK SPECIFICATIONS AND GEOTECHNICAL REPORT RECOMMENDATIONS.

2. SEE GEOTECHNICAL REPORT FOR ADDITIONAL SUBGRADE PREPARATION REQUIREMENTS.

3. SLAB SHALL BE PLACED A MINIMUM OF 90 DAYS PRIOR TO INSTALLATION OF FLOOR FINISHES.

4. WET CURE ALL SLABS ON GRADE, REFER TO SPECIFICATIONS.

COMPACTED SUBGRADE

P L A

N S

E E

S E

E P

L A

N N

O T

E S

T / SLAB

F O

R F

R O

S T

D E

P T

H

M

IN

1'-0" (MIN)

GRANULAR BASE

#4 @ 12" OC

EW

PAD SIZE SHALL EXTEND 12" MIN BEYOND THE

EQUIPMENT OR AS REQUIRED BY THE SUPPLIER.

#4 @ 12" OC

#4 @ 12" OC

NOTE:

A

B O

V E

F G

ANCHOR BOLTS BY EQUIP

SUPPLIER. COORDINATE

POSITION AND PLACEMENT

PRIOR TO LAYOUT

8"

T

BREAK BOND ON JT

FACE W/ 2 COATS OF

FORM RELEASE OIL

BUTT JT @

CTR OF SLAB

NOTE: T = SLAB THK

SEE TYP SOG DET

& SPEC FOR SUBGRADE

MATL & COMPACTION

1/8" SAWCUT AFTER ADJ SLAB

IS IN PLACE & FILL W/ JT FILLER

/4

T

T / SLAB

3" MAX.

NOTES:

1. DOWELS SHOULD BE SMOOTH, ALIGNED, AND SUPPORTED SO THEY WILL REMAIN PARALLEL IN

BOTH THE HORIZONTAL AND VERTICAL PLANES.

2. TO PREVENT A BOND BETWEEN THE DOWEL AND THE CONCRETE, LIGHTLY COAT THE EXPOSED END OF THE DOWELS WITH A PARAFFIN-BASED LUBRICANT, ASPHALT EMULSION, FORM OIL, OR

GREASE IMMEDIATELY BEFORE PLACING THE CONCRETE ON THE SECOND SIDE OF THE JOINT.

ALTERNATIVELY, USE A PLASTIC OR METAL SLEEVE SPECIFICALLY MANUFACTURED FOR THIS

PURPOSE.

E Q

E Q

DOWELS, REFER TO

SCHEDULE AND

NOTES 1 AND 2

IJ W/ BONDBREAKER

AROUND DIAMOND,

TYP

CAST DIAMOND

AFTER SOG HAS

BEEN CAST SCW

SPEC

CJ

COL

IJ W/ BONDBREAKER

ALONG WALL, TYP

CJ

M A

X

IM

U M

E Q

M A

X

IM

U M

E Q

MAXIMUM 10'-0"

EQ

MAXIMUM 10'-0"

EQ

PIPE STD 6, GALVANIZED

GROUT FILL PIPE

3/4" NON-SHRINK GROUT

SLAB

1 1/4"

/4

1/2"x10" SQUARE

PLATE, GALV

(4) 1/2" DIA HILTI TZ

EXPANSION ANCHORS,

GALV - 3" EMBED

3/16

TYP

SEE PLAN

FFE

100' - 0"

BA.3

11" 15' - 0"

9' - 2" 2' - 5"

T Y

P

C

L R

JACK TESTER DESIGN BY OTHERS

(GOVERNMENT FURNISHED -

CONTRACTOR INSTALLED)

#8@6" OC EW TOP & BOT, CONFIRM

WITH THE MANUFACTURER

CONT L4x4x3/8" W/ 1/2" x 6" HAS @ 12"

OC (VERIFY W/ JACK TESTER

MANUFACTURER)

COMPACT FILL A MINIMUM OF 2'-0"

BELOW JACK TESTER FOUNDATION

PER GENERAL NOTES AND

GEOTECHNICAL REPORT

TOF AT JACK TESTER

93' - 0"

TYPICAL EQUIPMENT PAD

NOTES:

1. COORDINATE SIZE, QUANTITY, & LOCATION OF EQUIPMENT BOLTS IF REQ'D & PAD W/EQUIPMENT SUPPLIER'S SHOP

DWG SEE ARCH, MECH, ELEC, & PROCESS DWG FOR LOCATION OF EQUIPMENT PADS.

2. ANCHOR ROD EMBEDMENT NOT TO EXCEED MINIMUM COVER REQUIREMENTS IN THE SLAB. IF THE SLAB THICKNESS IS NOT ADEQUATE TO ACCOMODATE THE ANCHOR ROD, USE A THICKENED SLAB EDGE SIMILAR TO 7/S-504.

ALL SIDES

4" TYP

(COORD W/ APPROVED SHOP DWGS)

PLAN DIMS AS REQ'D FOR EQUIP

T S

E E

P L A

N S

L A

B T

H K

EQUIPMENT BOLT

PROVIDED BY EQUIP

SUPPLIER, TYP

SOG OR SLAB ON DECK

ROUGHEN SLAB BASE AND

APPLY BONDING AGENT

TYPICAL HOUSEKEEPING PAD

T

APPROVED SHOP DWGS)

PLAN DIMS AS REQ'D

FOR EQUIP (COORD W/

SOG OR SLAB ON

DECK, NOT SHOWN

BONDING REINF AS REQ'D BY

EQUIP MFR ON ALL SIDES

(DETAIL APPLIES WHERE POSITIVE CONNECTION IS

NOT REQUIRED BETWEEN EQUIPMENT & PAD)

REFER TO SCHEDULE FOR

REINFORCEMENT

APPLY BONDING

AGENT

T / SLAB

T / SLAB

REFER TO SCHEDULE

FOR REINFORCEMENT

1-#4 CONTINOUS AT PERIMETER

WITH 1-#4x4'-0" AT EXTERIOR CORNERS AND 1-#4x4'-0" DIAGONAL

AT RE-ENTRANT CORNERS

2" 2'-0"

EXTERIOR

CORNERS

RE-ENTRANT

CORNERS

4' -0

PAD REINFORCEMENT SCHEDULE

PAD THICKNESS TOP REINFORCEMENT BOTTOM REINFORCEMENT

T=4" WWR4x4-W2.9xW2.9 OR #3@12" EACH WAY NONE

4"<T<=6" WWR4x4-W4xW4 OR #4@18" EACH WAY NONE

6"<T<=8" WWR4x4-W6xW6 OR #4@12" EACH WAY NONE

8"<T<=12" #4@18" EACH WAY #4@18" EACH WAY

12"<T<=16" #4@12" EACH WAY #4@12" EACH WAY

/4

T

1/8" SAWED JT

FILL W/JT FILLER

T

NOTE: T = SLAB THK

SEE TYP SOG DET &

SPEC FOR SUBGRADE

MATL & COMPACTION

T / SLAB

/3

T

DISCONTINUE

50% OF REINF @ JOINT

A E

C O

M T e c h n ic a l S e rv ic e s

IN

C

T o w n

C o u n tr y R o a d

O ra n g e C

A

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SHEET ID

D R

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C H

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3 5 7 9 11 13 15 17 19

L

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IP

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2 4 6 8 10 12 14 16 18 20

P

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S-504

T Y

P

IC

A L S

O G

D E

T A

IL

S

S V

J K

J W

B -S

U B

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IS

S

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N

F

IN

A

L

/2

/2

W L -1

-D

-0

3/4" = 1'-0"7

TYPICAL THICKENED SLAB UNDER

NON-LOAD BEARING CMU WALL

3/4" = 1'-0"1

TYPICAL SOG CONSTRUCTION

3/4" = 1'-0"4

TYPICAL EXTERIOR EQUIP PAD

3/4" = 1'-0"5

TYPICAL SOG

CONSTRUCTION JOINT

3/4" = 1'-0"3

TYPICAL SOG JOINT PATTERN

NTS2

TYPICAL NON RATED SLAB MOUNTED

BOLLARD

3/8" = 1'-0"8

JACK TESTER FOUNDATION DETAIL

3/4" = 1'-0"9

TYPICAL EQUIPMENT PAD DETAILS

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

0.5' 1' 2' 3'

3/8"=1'-0"SCALE:

1' 2' 4' 6'

B -S

U B

M

IS

S

IO

N

F

IN

A

L

/2

/2

1" = 1'-0"6

TYPICAL CONTRACTION JOINT

Santosh.Vangala Cloud