Bid document

A

three inches = one foot

A

4e

3a

1' - 4 3/4"
8' - 8"

4e

2' - 2"
8' - 8"

1' - 5"

15' - 0"

17' - 7"

15' - 0"

0.3
5' - 11 1/2"

17' - 7"

3a

1-SS7

1-SS7

one and one-half inches = one foot

1-SS7

1-SS7

Sim
1-SS8

Me

M

B

19' - 10"

1-SS7

CUT EXIST

COLUMNS

DOWN TO

SLAB HEIGHT

1-SS7

HATCH DENOTES

EXIST BUILDING

1' - 0"
GB-2

W18X65

W12X19

L3x3x1/2

SEE NOTE

W12X19
@ 5' - 2 3/8"

DECK

SPAN

W18X55

W12X14

Je

K.3

1' - 5"

1-SS7

#4 TRIM BAR

EACH SIDE

GB-1

J

W18X65

W14X22

TGB= 88' - 4"

1-SS8

59' - 6"

19' - 10"

GB-3

GB-1

GB-1

1-SS7

HATCH DENOTES

EXIST BUILDING

(2)-#6

L

W16X31

13' - 7"

SEE NOTE 17

1-SS7
6' - 3"

W14X22
@ 4' - 4 3/4"

1-SS7

SEE NOTE 17

W16X31

FOOTING

SEE SECTION

20/1-SS7

J

C

W18X55

W12X14

Le

P1

P2

P4

L

1' - 4 7/8"

GB-1

18' - 0"

1-SS7

1-SS7

1' - 6"

1-SS7
8' - 8"

17' - 7"

3a

1-SS7

1-SS8

1-SS7
15' - 0"

4e

1-SS7

1-SS7

1' - 0" SLAB

EDGE

18' - 5 1/8"

1' - 6 1/8"

SEE TYP DETAIL

ON SS3 FOR FRAMING

AROUND OPENINGS

IN FLOOR SLAB (TYP.)

COOR. EXACT LOCATION

W/MECH

1' - 5"

4e

FOOTING

SEE SECTION

20/1-SS7

I

1-SS7

2' - 2"

12' - 9 5/8"

D

W12X19
@ 5' - 2 3/8"

7" SLAB

EDGE

1-SS7

1-SS7

Ie

1' - 0"

I
1-SS7

W12X19
@ 4' - 4 3/4"

I.9

1-SS7

GB-3

(2)-#6

P1

P2

P3

1-SS7

4' - 4"

W14X22

19' - 10"

GB-1

GB-1

TGB= 88' - 4" (TYP)

4' - 4"

W14X22

1-SS7

SEE NOTE 17

SEE NOTE 17

TYPICAL CONTROL/CONSTRUCTION

JOINT @ 15"-0"O.C. MAX.

CUT EXIST

COLUMNS

DOWN TO

SLAB HEIGHT

W14X22

1-SS7

W12X19

P3

P2

P5

one inch = one foot

W12X19
@ 5' - 2 3/8"

GB-2

three-quarters inch = one foot

W12X19
@ 4' - 4 3/4"

W12X19

W12X19

1-SS7

W12X19

W14X22

GB-1

19' - 10"

1-SS7

TOP OF SLAB=

89'-0"

1-SS7

C

1-SS7

1-SS7

2 5/8" E.J.

1-SS7

D

1' - 0" SLAB

EDGE

P1

P2

P3

GB-3

1' - 3 3/4"

DECK EDGE

M

GB-1

B

1' - 0"

7" SLAB

EDGE

9 1/4"

FIRST FLOOR FRAMING PLAN

FOUNDATION/BASEMENT PLAN

2. SEE SHEET 1-SS2 FOR COLUMN, FOOTING, AND CMU WALL REINFORCING SCHEDULES.

DRILLED PIER SCHEDULE

1. SEE SHEET 1-SS1 FOR GENERAL STRUCTURAL NOTES, INCLUDING MATERIAL

STRENGTHS.

MARK DIAMETER

(in)

2. SEE SHEET 1-SS3 FOR TYPICAL SLAB ON GRADE DETAILS.

P1
P2
P3
P4
P5

3. SEE SHEET 1-SS3 FOR TYPICAL FOUNDATION DETAILS.

4. REFER TO THE ARCHITECTURAL DRAWINGS AND/OR COORDINATE WITH THE

ARCHITECT REGARDING MISSING DIMENSIONS.

VERT. REINF.
NO.

SIZE

TIES

SIZE SPACING

3. SEE SHEET 1-SS2 FOR LINTEL SCHEDULES.