8030_s2v8.pdf

SECTION

3"

D

CONTRACTION JOINT

SAWED OR FORMED

CONSTRUCTION JOINT

FLOOR JOINT DETAILS

SCALE: 1" = 1'-0"

SEAL

‚" R.

BUTT JOINT

SEAL

+1/4"

3" ƒ"+ „"

‚" R. WHEN FORMED

TOP AND BOTTOM

1#5 CONTINUOUS

D E

S I

G N

E D

D R

A W

N

C H

E C

K E

D

S U

B M I

T T

E D

A P

P R

O V

E D

D A

T E

D P

W F

O R

T

L E

O N

A

D

W O

O

M I

S S

O U

R I

D A

T E

D E

S C

R I

P T I

O N

M A

D E

A P

P R

D

R E

V I

S I

O N

S

D I

R E

C T

O R

A

F

P U

B L I

C

W

R K

S

C O

O R

D I

N A

T I

O N

D A

T E

D A

T E

D A

T E

D E

T A I

L S

2" PERIMETER INSULATION (TYP)

#5's @ 12" O.C.

CLEAR

8"

SHEET OF

DRAWING NO:

DATE

SCALE

AS SHOWN

M U

E L

L E

R

2"

3"

2"

•" EXPANSION MATERIAL

SECTION

PLAN

GRADE BEAM REINFORCING

> PEDESTAL

GRADE BEAM

REINF. TYP.

SQUARE FOOTING

COMPACTED FILL

2" PERIMETER INSULATION

> COL.

> FTG.

6"

6"

SCALE: •" = 1'-0"

DETAILB

SEE SECT D

6" CAPILLARY WATER BARRIER

6 MIL VAPOR BARRIER

> COL.

PLAN

GRADE BEAM REINFORCING

> COL.

SEE SECT D

#3 TIES

PLAN

SECTION

SQUARE FOOTING

GRADE BEAM REINF./

GRADE BEAM REINFORCING

CORNER BARS TO

MATCH HORIZ.

REINFORCING, TYP.

> FTG.

> PEDESTAL

CORNER BAR, TYP.

8"

C

DETAIL

SCALE: •" = 1'-0"

SEE SECT D

> COL.

> COL.

SIDEWALL

E N

D W

A L

L

#3 TIES

#3 TIES

SECTION

C PEDESTALL

GRADE BEAM

REINF. TYP.

2" PERIMETER INSULATION

C FTG.L

8"

SCALE: •" = 1'-0"

DETAILA

6" CAPILLARY WATER BARRIER

6 MIL VAPOR BARRIER

SEE FLOOR JT DETAIL

12"

@ 2" OC

3-#3 TIES

@ 12" OC

#3 TIES

3'-0" 3'-0"

1'-6" 6#6's w/STANDARD HOOK

6#6's w/STANDARD HOOK

@ 2" OC

3-#3 TIES

HOOK

w/STANDARD

6#5's

#5's w/STANDARD HOOK

@ 2" OC

3-#3 TIES

1'-6" 1'-6"

E.W., TOP & BOTTOM

6-#4's @ EVENLY SPACED, 6"

6"

1'-6" 1'-6"

SEE FLOOR JT DETAIL

6"

•" EXPANSION MATERIAL

•" EXPANSION MATERIAL

6"

6#5's w/STANDARD HOOK.

EA WAY

#4's @ 18" O.C., EA WAY

#4's @ 18" O.C., @ 12" OC

#3 TIES

@ 12" OC

#3 TIES

12" •"

6"

MIN.

1~0"

3~0"

6"

POST

2•"

CONCRETE STEPS & HANDRAIL

NOT TO SCALE

8"

GROUT

NON-SHRINK

6"

A 5"

SMOOTH (TYP)

GRIND JOINTS

EA. WAY

12" O.C.

#4's @

(MIN/TYP)

16" SPLICE

A

NOT TO SCALE

TYP.

#4

FINAL GRADE

2-#4's

SECTION A-A

2 - #4's

HOOKS

ALTERNATE

COLD JOINT

SAWED OR

@ 10" O.C.

#4's CONTINUOUS

FOR REINFORCING

SEE DETAIL D

HOOKS (TYP)

ALTERNATE

4" TYP

5"

12" O.C.

#4's @

HOOK (ALTERNATE)

FOOTING W/STANDARD

REINFORCING INTO

EXTEND STEM WALL

OF CONCRETE

BETWEEN POST AND EDGE

PROVIDE REINFORCEMENT

FABRICATION IN ACCORDANCE WITH AASHTO M111

3. STEEL RAILINGS AND POSTS SHALL BE GALVANIZED AFTER

WELDABLE QUALITY; 1•" DIA.; 2.72 LBS/FT

2. RAILINGS AND POSTS SHALL BE ROUND STEEL OF GOOD COMMERCIAL

1. STAIRWAYS SHALL HAVE HANDRAILS AT BOTH SIDES OF STEPS.

GENERAL NOTES:

6. MAXIMUM POST SPACING 5'-6".

RAILINGS

5. CONTRACTOR HAS OPTION OF PROVIDING ALUMINUM

SMOOTH

4. ALL JOINTS SHALL BE CONTINUOUS WELDED, GROUND

12"

TYP.

CLEAR,

3"

RAILING & POSTS RAILING & POSTS

DOOR STOP/HOLDER ON RAILING

SEE ARCHITECTURAL DRAWINGS FOR

NOTE:

1'-6"

12" O.C.

#4's @ 1'-6"

JT.

•" EXP.

GFEBS NO:

B

S H

S H

3#4's EQ. SP. E.W. 3#4 EQ. SP. E.W.

7"TYP.

N.T.S.

COMPACTED FILL

8"

5#4's EQ. SP.

#4's @ 12" O.C.

O.C., CONTINUOUS

#4's @ 10"

V A

R I

E S

10"

4"

4"

5…"

GRADE BEAM REINFORCING

SECTION

EXISTING #5's @ 12" O.C.

N.T.S.

FOOR ELEVATION

6" SAW CUT TO MATCH

3"TOP AND BOTTOM

1#5 CONTINUOUS

2" PERIMETER INSULATION (TYP)

#5's @ 12" O.C.

CLEAR

8"

2"

•" EXPANSION MATERIAL

O.C., CONTINUOUS

#4's @ 10" 1'-7"

EXISTING FLOOR

10" EXISTING WALL

WALL EVERY 15"

EPOXY 4" INTO THE EXISTING

#5 18" DOWEL DRILLED AND

CLEAN AGGREGATE

THE WALLS WITH 1 INCH

FILL ENTIRE VOID BETWEEN

E

4"

SECTION

N.T.S.

3"TOP AND BOTTOM

1#5 CONTINUOUS

2" PERIMETER INSULATION (TYP)

#5's @ 12" O.C.

CLEAR

8"

2"

•" EXPANSION MATERIAL

O.C., CONTINUOUS

#4's @ 10" 1'-7"

EXISTING FLOOR

10" EXISTING WALL

CLEAN AGGREGATE

THE WALLS WITH 1 INCH

FILL ENTIRE VOID BETWEEN

F

4"

SECTION

TOP AND BOTTOM

1#5 CONTINUOUS

2" PERIMETER INSULATION (TYP)

#5's @ 12" O.C.

2"

•" EXPANSION MATERIAL

N.T.S.

O.C., CONTINUOUS

#4's @ 10"

3"TOP AND BOTTOM

1#5 CONTINUOUS

2" PERIMETER INSULATION (TYP)

#5's @ 12" O.C.

CLEAR

8"

2"

•" EXPANSION MATERIAL

O.C., CONTINUOUS

#4's @ 10"

CLEAN AGGREGATE

THE WALLS WITH 1 INCH

FILL ENTIRE VOID BETWEEN

#4'S @ 12" O.C.E.W.

10" EXISTING WALL

EXISTING FLOOR

WALL EVERY 2FT

EPOXY 4" INTO THE EXISTING

#5 18" DOWEL DRILLED AND

G

V A

R I

E S

6"

8" 4"

V A

R I

E S

8"6"

FINISH FLOOR ELEVATION

DOWN 6" AT DOORWAYS TO

NOTE: STEP TOP OF GRADE BEAM

V A

R I

E S

O.C., CONTINUOUS

#4's @ 10"

EXISTING

#5's @ 12" O.C.

EXISTING

TOP AND BOTTOM

EXISTING 1#5 CONTINUOUS

O.C., CONTINUOUS

EXISTING #4's @ 10"

TOP AND BOTTOM

EXISTING 1#5 CONTINUOUS

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22 OCT 15

C.0004125

DPW 02643 5J

C8030.22

S2 3

SQUARE FOOTING EXCEPT AT A* 6X3

8030_s1v8.dgn Default 6/28/2016 1:26:22 PM