1-22-24 - VA STRATTON NEW EMERGENCY DEPT SS_Part6.pdf

1.8 2 2.4

6 7

8 9

11 12 13 14 15 16 17 18

20 21

R

Q

P

N

M

L

K

J

H.8 H.7

H

G

F

E

D

D.2

G.4

16.1

F.4

W12 W16W12W12W12 W24

W12

W

W

W14

W14

W14

W

W

W

W

W

W

W

W

W

W16

W

W

W16

W

W

W

W

W16

W

W

W

W

W

W18

W

W16

W

W

W

W14 W14

W30

W30

W30W21W16W16W16

W

W

W

W

W

W

W

W

W

W14

W14

W14

W16 W16 W16 W16

W

W

W

W

W14

W14

W14

W14

W14

W

W

W

W

W

12 BL

W

B

L

12 BL

12 BL

12 BL

12 BL

12 BL

12 BL

12 BL

12 BL

12 BL

W

B

L

W

W

B

L

B

L

W18

W18W21W18W18

B

L

W

W

W

B

L

B

L

W14

B

L

W

W

W8

W18

W

W16

W

10 BL

W

W

W

W

W

W

W

B

L

B

L

B

L

B

L

W

W

W

W

W

B

L

W18W18

W18 W18

W

W

W

W

W

W18 W18 W18

B

L

W

W

B

L

B

L

W 12 W

W

10 BL

8 BL

10 BLW10

10 BL

10 BL

10 BLW10

B

L

6 BL

W

W

12 BL

3" CONCRETE SLAB ON 2" COMPOSITE,

GALVANIZED METAL DECK. 5" TOTAL

THICKNESS. REINFORCE WITH #4 BARS AT

1'-4" OC EACH WAY. T/SLAB (0'-0")

K.5

BEAR COLS ON TOP OF EXIST

BASEMENT WALL BELOW.

SEE NOTE #18,

TYPICAL

W

S

W

EXISTING WAREHOUSE

BASEMENT WALL

WAREHOUSE ROOF EXIST 3 1/2"±

REINF CONC SLAB. T/SLAB

(-0'-6"±), T/STL (-0'-9 1/2"±)

EXISTING 4"± REINF CONC SLAB W/ 2"±

TOPPING (TYP UNO) T/EXIST STL (-0'-3 1/2"±)

LOCALLY REMOVE CONCRETE

ENCASEMENT EACH SIDE TO

EXPOSE CONNECTION OF W30

BEAM TO W30 GIRDER. NOTIFY

ENGINEER FOR OBSERVATION

OF EXISTING CONNECTION.

REINFORCE CONNECTION AS

DIRECTED BY ENGINEER.

6" ± LW CONC FILL. REINF W/

#4 AT 16"OC EW. T/SLAB

(0'-0"±). MATCH T/SLAB

LOCALLY REMOVE CONCRETE

ENCASEMENT AND INSTALL

STIFFENED SEAT CONNECTIONS TO

COLUMN AT EACH. (7 LOCATIONS).

DESIGN CONNECTION FOR ___k

1-SS-202

1-SS-300

W8X31

W8X31

86 85

326327328329 330331332

340 339 338

336 335 334

1-SS-300

M C

X

.6

M C

X

.6

C8X11.5

FACE OF EXISTING

BASEMENT WALL

1-SS-202

EXISTING STEEL CHANNEL

STRINGERS AND TREADS UP TO

REMAIN. TEMPORARILY SHORE AND

CONNECT TO MC12.

1-SS-300

LOCALLY REMOVE EXIST CONC

ENCASEMENT FOR CONNECTION OF

MC12 TO EXIST STL BEAM. INFILL

POCKET W/ CONC AFTER INSTALLATION

IS COMPLETE (4) LOCATIONS

W

EXIST CON FDN WALL

T/WALL (0'-8"±)

EXIST ±5" SHELF.

T/SHELF (-2'-5"±)

1-SS-202

1-SS-202

1-SS-202

1-SS-202

STAIR

3" CONC SLAB ON

2x20GA GALV COMP

DECK, 5" TOTAL

THICKNESS. REINF W/ #

4 AT 1'-4"OC EACH WAY

SIM

W10X12 STEEL FRAME

FOR DUCT RISER. COORD

DIMS W/ DUCT SIZE.

WINDOW FRAME,

TYPICAL. SEE 3/1-SS-400

L.5

REMOVE EXISTING CONCRETE

ENCASEMENT TO LOCALLY

EXPOSE BEAM FLANGES AND WEB

FOR REVIEW BY ENGINEER.

D.1

F.3

19.1

W X

W X

W X

W X

W X

D.5

W12X19 [14]

W12X19 [14]

W12X19 [14]

W X

W X

W X

W X

W12X19 [14]

W

X19 [8

W X

W X

W X

W 12X19 [10]

W12X19 [10]

W 12X19 [7]

W12X19 [10]

W12X19 [14]

W12X19 [14]

W12X19 [14]

W12X19 [14]

W12X19 [14]

D.3

W X

W12X19 [12]

W12X19 [12]

W12X19 [12]

W12X19 [12]

C A

N T

C A

N T

C A

N T

JOINT

2"SEISMIC

JOINT

2"SEISMIC

W12X19 [14]

W16X26 [18]

W12X19 [14]

W12X19 [14]

CANT

W12X19 [14] CANT

W X

W12X19 [4]

W12X19 [4]

W12X19 [4]

W X

W X

W12X19 [12]

B

A

C 5'-1" 9 1/2"

/2

/2

6" BRICK SHELF TYP. UNO.

1-SS-201

8'-6 1/2" 4'-11"

P17 (0'-6")

W12X19 [14]W12X19 [14]

W12X19 [14]

W12X19 [10]

W14X22 [16]

W X

W X

W14X22 [16]

W16X31 [22]

W16X31 [22]

W16X31 [22]

W X

2" SEISMIC JOINT

J O

IN

T

S E

IS

M

IC

J O

IN

T

"S

E

IS

M

IC

W X

C A

N T

C A

N T

C A

N T

W14X22 [12]

W16X31 [14]

13.9

H.3

W12X19

4"

CANT

W16X31 [22]

W16X31 [22]

W16X31 [22]

W8X10

W21X44 CANT

W21X44

CANT

JOINT

2"SEISMIC

W21X44

CANT

W

X

W18X40 [32]

W18X40 [32] W X

W12X19 [4]

W12X19 [4]

W X

W X

W X

W X

W12X19 [4]

W18X40 [28]

W18X40 [28]

W18X40 [28] W X

W12X19 [4]

W12X19 [4]

W12X19 [14] W12X19 [14]

W X

W18X40 [28]

W12X19 [14]

W18X40 [28]

W12X19 [9]

W18X40 [28]

W18X40 [28]

W18X40 [28] W12X19 [14]

W12X19 [9]

W12X19 [9]

W12X19 [14]

W X

W12X19 [11]

W12X19 [11]

W18X40 [32]

W18X40 [28]

W18X40 [28]

W18X40 [28]

W18X40 [28]

W18X40 [28]

W18X40 [28]

W18X40 [28]

W18X40 [28]

W18X40 [28]

1-SS-201

1-SS-201

1-SS-200

1-SS-200

1-SS-200

1-SS-201

HSS6X6X1/4 (0'-1")HSS6X6X1/4 (0'-1")HSS6X6X1/4 (0'-1")CANTHSS6X6X1/4 (0'-1")CANT

HSS4X4X1/4

OUTRIGGER (0'-0")

HSS4X4X1/4

OUTRIGGER (0'-0")

HSS4X4X1/4

OUTRIGGER (0'-0")

HSS6X6X1/4 (0'-1") HSS6X6X1/4 (0'-1") HSS6X6X1/4 (0'-1")

HSS4X4X1/4

OUTRIGGER (0'-0")

SPLICE, SEE 12/1-SS-301

SPLICE, SEE 12/1-SS-301

SPLICE, SEE 12/1-SS-301

1-SS-201

1-SS-201

W18X40 [28]

W18X40 [28]

1-SS-200

W X

/2

/2

P10

P A

P A

P

P A

P2A P2B

P6 P2B

P2A P16

P22 P22

P21P7

P9

P4

P4

P27

P

P2AP2AP

P2

P19

P20

P4

P4

P2AP2A

P28

P

P A

P A

P

P10

P11

EXISTING AREAWAY

1-SS-300

1-SS-300

6 3/8"EOS

EOS

6"

E O

S

"E

O S

EOS

6"

1-SS-202

P8

P7

P26

P13

P22

(0'-0")

(0'-0") P12

P12 (0'-0")

(0'-0")

T/WALL(0'-0")

(-2'-3 1/2")

(-2'-3 1/2")

T/CONC SHEAR WALL(-0'-5")

T/CONC SHEAR WALL(-0'-5")

T/CONC SHEAR WALL(-0'-5")

T/CONC SHEAR WALL(-0'-5")

T/CONC SHEAR WALL(-0'-5")

P4 (-2'-0 1/2")

W8X10

SHEAR WALL

16'-4"CMU

T/CONC SHEAR WALL(-0'-5")

T/CONC SHEAR WALL(-0'-5")

W12X19 [10]

W12X19 [14]

W12X19 [14]

W12X19 [10]

W24X55 [22]

W18X40 [15]

1-SS-201

1-SS-201

1-SS-201

W12X19 [14]

W12X19 [14]

W12X19 [11]

1-SS-200

1-SS-301

W12X19

W12X19

1-SS-300

1-SS-300

1-SS-300

1-SS-300

SIM

W X

W X

CT MAGNET WEIGHT = 4,050#

NOTIFY ENGINEER IF THIS

WEIGHT IS TO BE EXCEEDED

1-SS-201

SIM

W X

W10X19

2" SEISMIC JOINT

L6X4X3/8(LLV)

L6X4X3/8(LLV)L6X4X3/8(LLV)L6X4X3/8(LLV)

L6X4X3/8(LLV)

L6X4X3/8(LLV)

L6X4X3/8(LLV)

L6X4X3/8(LLV)

1-SS-201

/2

5'-2"

2'-4"

W12X19 [4]

W12X19 [4]

W12X19 [4]

W X

W21X44 [44]

1-SS-200

1-SS-201

SIM

W12X19 [10]

W

X19 [8

2.5

L6X4X3/8(LLV)

P29

W16X31

/2

1'-5 1/2"

W18X40 [28]

CENTER BEAM ON PIER

CENTER BEAM ON PIER

2" SEISMIC JOINT

1-SS-300

1-SS-300

W X

W X

W X

D.8

P3

P3 P3

P5

P5

CENTER BEAM

ON PIER

W12X19 [14]

W12X19 [14]

W14X22 [16]

W16X31 [22]

W14X22 [16]

W16X31 [22]

1-SS-400 6

W14X22 [16]

W X

W X

W12X19 [14]

COL UP

CONTRACTOR, TEMP

SHORE CANTILEVER PRIOR

TO PLACING CONC SLAB

1-SS-301

1-SS-300

W8x10, LOCATE

BENEATH TABLE

CONNECTION LOCATION

1-SS-300

W X

NOTES:

1. T/SLAB ELEVATION (202.5') EQUALS REFERENCE ELEVATION (0’-0”).

2. T/STEEL (B/DECK) ELEVATION (-0'-5") BELOW REFERENCE ELEVATION (0’-0”) UNLESS NOTED

OTHERWISE.

3. ELEVATIONS NOTED ( ) ARE TO T/STEEL (B/DECK)

4. SEE 1-SS-500 FOR COLUMN SCHEDULE

5. EQUALLY SPACE FLOOR BEAMS BETWEEN COLUMNS UNLESS NOTED OTHERWISE.

6. EOS - INDICATES EDGE OF SLAB

7. BF_ - INDICATES STEEL BRACED FRAME. SEE 1-SS-304 FOR SCHEMATICS AND DETAILS.

8. P__ - INDICATES PIER TYPE. SEE 1-SS-203 AND 1-SS-204 FOR PIER DETAILS

9. T/PIER ELEVATION (-0’-5”) TYPICAL UNLESS NOTED OTHERWISE. SEE 1-SS-100 AND 1-SS-101

FOR ADDITIONAL PIER INFORMATION

10. SEE 5/1-SS-301 FOR TYPICAL FRAMING CONNECTIONS TO HSS COLUMNS.

11. SEE 1/1-SS-202 FOR MASONRY SHEAR WALL REINFORCING REQUIREMENTS.

12. COORDINATE FLOOR OPENING SIZE AND LOCATIONS WITH MECHANICAL AND

ARCHITECTURAL DRAWINGS. SEE 3/1-SS-300 FOR DETAIL.

13. SEE 3/1-SS-301 FOR TYPICAL SKEWED PLATE SHEAR CONNECTION

14. SEE 4/1-SS-001 FOR STEEL BEAM LEGEND.

15. SEE 3/1-SS-300 FOR HOUSEKEEPING PAD DETAIL

16. SEE 1-SS-001 FOR ADDITIONAL NOTES.

17. PROVIDE (1) #4X4’-0” LONG DIAGONAL BAR AT CORNERS AND OPENINGS IN SLABS ON

METAL DECK.

HYMAN

HAYES

ASSOCIATES

800 Troy-Schenecady Road, Suite 103

Latham, NY, 12110

(518) 452-3470 www.hymanhayes.com

PROJECT

NORTH

KEY PLAN

CORE

WING 'C'

WING 'B' WING 'A'

WING 'D'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

19-181

C U s e rs \z w e b b e r\ D o c u m e n ts

\V A

E D

S tr u c tu ra l_ z w e b b e r2 g m a il.

c o m .r v t

/1

/2

:3

:5

1-SS-102

FIRST FLOOR FRAMING PLAN (FULL BASEMENT

OR CRAWL SPACE)

BUILD NEW EMERGENCY

DEPARTMENT

HOLLAND AVENUE, ALBANY, NY

528-809

March 18, 2022 JP ZW

100% FOR BID

20057

SCALE: 1/8" = 1'-0"1-SS-102

1 FIRST FLOOR FRAMING PLAN

0' 4' 8' 32'16'

Revisions: Date:

NOTE: PATCH AREAS OF REMOVED

CONCRETE AFTER WORK IS COMPLETE.

C J

C J

C J

C J

CJ

CJ

CJ

CJ

CJ

CJ

C J

C J

C J

C J

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

CJ

C J

C J

C J

C J

C J

C J

C J

C J

CJ

CJ

CJ

CJ

1.8 2 2.4

6 7

8 9

11 12 13 14 15 16 17 18

20 21

R

Q

P

N

M

L

K

J

H.8 H.7

H

G

F

E

D

D.2

G.4

16.1

F.4

K.5

S

1-SS-300

1-SS-300

L.5

D.1

F.3

19.1

D.5

D.3

B

A

C

13.9

H.3

1-SS-202

1-SS-300

1-SS-300

2.5

D.8

W12 W16W12W12W12 W24

W12

W

W

W14

W14

W14

W

W

W

W

W

W

W

W

W

W16

W

W

W16

W

W

W

W

W16

W

W

W

W

W

W18

W

W16

W

W

W

W14 W14

W30

W30

W30W21W16W16W16

W

W

W

W

W

W

W

W

W

W14

W14

W14

W16 W16 W16 W16

W

W

W

W

W14

W14

W14

W14

W14

W

W

W

W

W

12 BL

W

B

L

12 BL

12 BL

12 BL

12 BL

12 BL

12 BL

12 BL

12 BL

12 BL

W

B

L

W

W

B

L

B

L

W18

W18W21W18W18

B

L

W

W

W

B

L

B

L

W14

B

L

W

W

W8

W18

W

W16

W

10 BL

W

W

W

W

W

W

W

B

L

B

L

B

L

B

L

W

W

W

W

W

B

L

W18W18

W18 W18

W

W

W

W

W

W18 W18 W18

B

L

W

W

B

L

B

L

W 12 W

W

10 BL

8 BL

10 BLW10

10 BL

10 BL

10 BLW10

B

L

6 BL

W

W

12 BL

5" CONC SLAB ON GRADE

OVER 1'-0" MIN CRUSHED

STONE. REINF W/ #4 BARS AT

1'-4"OC EW. T/SLAB = (-0'-0")

BEAR COLS ON TOP OF EXIST

BASEMENT WALL BELOW.

SEE NOTE #17,

TYPICAL

W

W

EXISTING WAREHOUSE

BASEMENT WALL

WAREHOUSE ROOF EXIST 3 1/2"±

REINF CONC SLAB. T/SLAB

(-0'-6"±), T/STL (-0'-9 1/2"±)

EXISTING 4"± REINF CONC SLAB W/ 2"±

TOPPING (TYP UNO) T/EXIST STL (-0'-3 1/2"±)

LOCALLY REMOVE CONCRETE

ENCASEMENT EACH SIDE TO

EXPOSE CONNECTION OF W30

BEAM TO W30 GIRDER. NOTIFY

ENGINEER FOR OBSERVATION

OF EXISTING CONNECTION.

REINFORCE CONNECTION AS

DIRECTED BY ENGINEER.

6" ± LW CONC FILL. REINF W/

#4 AT 16"OC EW. T/SLAB

(0'-0"±). MATCH T/SLAB

LOCALLY REMOVE CONCRETE

ENCASEMENT AND INSTALL

STIFFENED SEAT CONNECTIONS TO

COLUMN AT EACH. (7 LOCATIONS).

DESIGN CONNECTION FOR ___k

1-SS-202

1-SS-300

W8X31

W8X31

86 85

326327328329 330331332

340 339 338

336 335 334

M C

X

.6

M C

X

.6

C8X11.5

FACE OF EXISTING

BASEMENT WALL

1-SS-202

EXISTING STEEL CHANNEL

STRINGERS AND TREADS UP TO

REMAIN. TEMPORARILY SHORE AND

CONNECT TO MC12.

LOCALLY REMOVE EXIST CONC

ENCASEMENT FOR CONNECTION OF

MC12 TO EXIST STL BEAM. INFILL

POCKET W/ CONC AFTER INSTALLATION

IS COMPLETE (4) LOCATIONS

W

EXIST CON FDN WALL

T/WALL (0'-8"±)

EXIST ±5" SHELF.

T/SHELF (-2'-5"±)

1-SS-202

1-SS-202

1-SS-202

1-SS-202

STAIR

3" CONC SLAB ON

2x20GA GALV COMP

DECK, 5" TOTAL

THICKNESS. REINF W/ #

4 AT 1'-4"OC EACH WAY

SIM

W10X12 STEEL FRAME

FOR DUCT RISER. COORD

DIMS W/ DUCT SIZE.

WINDOW FRAME,

TYPICAL. SEE 3/1-SS-400

REMOVE EXISTING CONCRETE

ENCASEMENT TO LOCALLY

EXPOSE BEAM FLANGES AND WEB

FOR REVIEW BY ENGINEER.

W12X19 [14]

W12X19 [14]

W12X19 [14]

W X

W X

W X

W X

W12X19 [14]

W

X19 [8

W X

W X

W X

W 12X19 [10]

W12X19 [10]

W 12X19 [7]

W12X19 [10]

W12X19 [14]

W12X19 [14]

W12X19 [14]

W12X19 [14]

W12X19 [14]

C A

N T

JOINT

2"SEISMIC

W X

5'-1" 9 1/2"

/2

/2

6" BRICK SHELF TYP. UNO.

1-SS-201B

8'-6 1/2" 4'-11"

P17 (0'-6")

W12X19 [14]W12X19 [14]

W12X19 [14]

W12X19 [10]

W14X22 [16]

W X

W X

W14X22 [16]

W16X31 [22]

W16X31 [22]

W16X31 [22]

W X

2" SEISMIC JOINT

J O

IN

T

S E

IS

M

IC

J O

IN

T

"S

E

IS

M

IC

W X

C A

N T

C A

N T

C A

N T

W14X22 [12]

W16X31 [14]

W12X19

4"

CANT

W16X31 [22]

W16X31 [22]

W16X31 [22]

W8X10

1-SS-201B

1-SS-201B

1-SS-201B

1-SS-201B

1-SS-201B

HSS6X6X1/4 (0'-1")HSS6X6X1/4 (0'-1")HSS6X6X1/4 (0'-1")

HSS4X4X1/4

OUTRIGGER (0'-0")

HSS4X4X1/4

OUTRIGGER (0'-0")

HSS6X6X1/4 (0'-1") HSS6X6X1/4 (0'-1") HSS6X6X1/4 (0'-1")

HSS4X4X1/4

OUTRIGGER (0'-0")

SPLICE, SEE 12/1-SS-301

SPLICE, SEE 12/1-SS-301

SPLICE, SEE 12/1-SS-301

1-SS-201B

1-SS-200

P22 P22

P21P7

P9

EXISTING AREAWAY

1-SS-201B

1-SS-300

JOINT

2" SEISMIC

6 3/8" EOS

E O

S

"E

O S

P8

P7

P26

P13

P22

P12

P12 (0'-0")

(0'-0")

T/WALL(0'-0")

T/CONC SHEAR WALL(-0'-5")

T/CONC SHEAR WALL(-0'-5")

P4 (-2'-0 1/2")

W8X10

SHEAR WALL

16'-4"CMU

T/CONC SHEAR WALL(-0'-5")

T/CONC SHEAR WALL(-0'-5")

W12X19 [10]

W12X19 [14]

W12X19 [14]

W12X19 [10]

W24X55 [22]

1-SS-201B

W12X19

W12X19

1-SS-300

W X

W X

CT MAGNET WEIGHT = 4,050#

NOTIFY ENGINEER IF THIS

WEIGHT IS TO BE EXCEEDED

1-SS-201B

W X

W10X19

1-SS-201B

/2

5'-2"

2'-4"

1-SS-200

1-SS-201

SIM

W12X19 [10]

W

X19 [8

W16X31

/2

1'-5 1/2"

1-SS-201B

1-SS-300

W X

W X

W X

W12X19 [14]

W12X19 [14]

W14X22 [16]

W16X31 [22]

W14X22 [16]

W16X31 [22] W14X22 [16]

W X

W X

CONTRACTOR, TEMP

SHORE CANTILEVER PRIOR

TO PLACING CONC SLAB

1-SS-301

1-SS-300

W8x10, LOCATE

BENEATH TABLE

CONNECTION LOCATION

1-SS-300

P4

P15

G B x

-0

P4

P8

1-SS-201B

1-SS-201B

1-SS-200

P29

P3

F8 (-1'-0")

F2 (-1'-0")

F2 (-1'-0")

1-SS-201B

P1 P1

(-3'-2")

P1(-3'-2")

P1

P1

P1

P1

1-SS-201B

1-SS-200

P25

P2AP2A

P3 P3

P5

P2

P3 P3

P5 P1

P2AP2A

P28

P18

P2A

P2A

P14

P11

P4

P2A

P2A

P15

P2A

P2A P2B

P2B P6 P29 P2A

1-SS-201B

1-SS-201B

SEE NOTE #17,

TYPICAL

P10

(0'-0")

P10 (0'-0")

1-SS-200

G B x

-0

NOTES:

1. T/SLAB ELEVATION (202.5') EQUALS REFERENCE ELEVATION (0’-0”).

2. T/STEEL (B/DECK) ELEVATION (-0'-5") BELOW REFERENCE ELEVATION (0’-0”) UNLESS NOTED

OTHERWISE.

3. ELEVATIONS NOTED ( ) ARE TO T/STEEL (B/DECK)

4. SEE 1-SS-500 FOR COLUMN SCHEDULE

5. EQUALLY SPACE FLOOR BEAMS BETWEEN COLUMNS UNLESS NOTED OTHERWISE.

6. EOS - INDICATES EDGE OF SLAB

7. BF_ - INDICATES STEEL BRACED FRAME. SEE 1-SS-304 FOR SCHEMATICS AND DETAILS.

8. GB_ - INDICATES GRADE BEAM, SEE PLAN FOR SIZE AND DETAILS 3/1-SS-201B AND 4/1-SS-201B

9. P__ - INDICATES PIER TYPE. SEE 1-SS-203 AND 1-SS-204 FOR PIER DETAILS

10. T/PIER ELEVATION IS (-0’-8”) AT SLAB ON GRADE AND (-0'-5") AT SLAB ON METAL DECK TYPICAL

UNLESS NOTED OTHERWISE. SEE 1-SS-100 AND 1-SS-101 FOR ADDITIONAL PIER INFORMATION

11. SEE 5/1-SS-301 FOR TYPICAL FRAMING CONNECTIONS TO HSS COLUMNS.

12. SEE 1/1-SS-202 FOR MASONRY SHEAR WALL REINFORCING REQUIREMENTS.

13. COORDINATE FLOOR OPENING SIZE AND LOCATIONS WITH MECHANICAL AND ARCHITECTURAL

DRAWINGS. SEE 3/1-SS-300 FOR DETAIL.

14. SEE 3/1-SS-301 FOR TYPICAL SKEWED PLATE SHEAR CONNECTION

15. SEE 4/1-SS-001 FOR STEEL BEAM LEGEND.

16. SEE 4/1-SS-200 AND 3/1-SS-300 FOR HOUSEKEEPING PAD DETAILS

17. SEE 1-SS-001 FOR ADDITIONAL NOTES.

18. PROVIDE (1) #4X4’-0” LONG DIAGONAL BAR AT CORNERS AND OPENINGS IN SLABS ON METAL

DECK AND SLAB ON GRADE.

HYMAN

HAYES

ASSOCIATES

800 Troy-Schenecady Road, Suite 103

Latham, NY, 12110

(518) 452-3470 www.hymanhayes.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

19-181

C U s e rs \z w e b b e r\ D o c u m e n ts

\V A

E D

S tr u c tu ra l_ z w e b b e r2 g m a il.

c o m .r v t

/1

/2

:3

:5

1-SS-102B

FIRST FLOOR FRAMING PLAN - DEDUCT

ALTERNATE 5 (SLAB ON GRADE)

BUILD NEW EMERGENCY

DEPARTMENT

HOLLAND AVENUE, ALBANY, NY

528-809

March 18, 2022 JP ZW

100% FOR BID

20057

SCALE: 1/8" = 1'-0"1-SS-102B

DEDUCT ALTERNATE - FIRST FLOOR FRAMING

PLAN WITH SLAB ON GRADE

0' 4' 8' 32'16'

DEDUCT ALTERNATE (SLAB ON GRADE) - COLUMN FOOTING SCHEDULE

MARK

SIZE

REINFORCING REMARKSLENGTH WIDTH THICK

F1 4'-0" 4'-0" 1'-2" (6) #4

EACH WAY, BOTTOM

F2 5'-0" 5'-0" 1'-3" (8) #4

EACH WAY, TOP AND BOTTOM

F3 6'-6" 6'-6" 1'-3" (7) #5 EACH WAY, BOTTOM

F4 4'-0" 1'-0" #4 AT 8"OC

EACH WAY, TOP AND BOTTOM

LENGTH VARIES, SEE PLAN

AND 5/1-SS-201

F6 9'-0" 9'-0" 2'-0" (11) #6 EACH WAY, BOTTOM

F8 6'-0" 6'-0" 1'-6" (7) #6

EACH WAY BOTTOM

F9 10'-0" 6'-0" 1'-10" (9) #6 SHORT DIRECTION, BOTTOM

(13) #6 LONG DIRECTION, BOTTOM

DOWEL INTO EXISTING MAT

FOUNDATION

F12 13'-0" 6'-6" 1'-3" (7) #5 SHORT DIRECTION, TOP AND

BOTTOM

(14) #5 LONG DIRECTION, TOP AND

BOTTOM

COMBINED FOOTING

Revisions: Date:

NOTE: PATCH AREAS OF REMOVED

CONCRETE AFTER WORK IS COMPLETE.

1 1.8 2 2.4

6 7

8 9

11 12 14 15 16 17 18

20 21

R

Q

P

N

M

L

K

J

H.8 H.7

H

G

F

E

D

D.2

G.4

W16X26 W16X26

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W16X36

W16X36

W16X26 W18X40

W16X36

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W12X26

W12X26 W12X26

W12X26 W12X26

W16X26

W16X26

W12X26

W12X26

W12X26

W12X26 W12X26

W X

W12X26 W12X26

W16X26 W12X26

W16X26

W X

W X

W X

W X

W X

W12X26

W12X26

W16X26

W14X22

W16X26 W16X26

W

X26

W

X26

W

X26

W 12X26

W X

W X

9 W

X

W12X26

W X

W X

W12X26

W X

W12X26

W X

W X

16.1

BF-4

BF-3

BF-2

BF-5

BF-7

BF-8

MASONRY

SHEAR WALLS

W10X19

BF-9 BF-9

JOINT

2"SEISMIC

W10X19

W10X19

W10X19

W10X19

AREA 1 - 3" x 16 GAUGE

GALVANIZED METAL ROOF DECK,

SEE 2/1-SS-301. TYPICAL

CANT

CANT

CANT

CANT

CANT

BF-6

C A

N T

C A

N T

2"SEISMIC JOINT

F.4

W18X40W16X36

BF-13

B F

-1

BF-10

W14

W

10 BL

W

12 BL

W

W

10 BL

10 BL

10 BL

10 BL

10 BL

10 BL

10 BL

W14

W14

W14

10 BL

10 BL

10 BL

10 BL

W

W

10 BL

W

W

W10

W

W

W

W

B

L

W18W18W18

W18 W18 W21 W18

W14

W

W

W8W18 W18 W18

W14

W

W18W18W18

W

10 BL

W

W

10 BL

10 BL

10 BL

B L

W

W

W

W

B

L W

W 0 W

W

W

B

L

10 BL

10 BL

B

L

B

L

B

L

B

L

B

L

W

W

W

B

L

B

L

W

W

W

W

W

W

W

W

W

W

10 BL

10 BL

6 BL

B

L

W12

1-SS-302

1-SS-303

1-SS-302

C A

N T

W X

1-SS-302

1-SS-302

K.5

W10X19

RD

RD

RD

S

55 59 63

86 85

JOINT

2"SEISMIC

1-SS-302

SIM

1-SS-303

/4

/4

EXISTING 4"± REINF CONC

SLAB W/ 2"± TOPPING (TYP

UNO). T/EXIST STL (11'-5"±).

HSS MOMENT

CONNECTION.

SEE 6/1-SS-301

SKEWED FRAMING

CONNECTIONS.

SEE 3/1-SS-301

1'-5 1/2"

1-SS-302

EXTERIOR FACE OF

EXISTING WALL

1-SS-202

1-SS-302

C10X15.3 (11'-8")

C X

.3

(1

C10X15.3 (11'-8")

C10X15.3 (11'-8")

W10X19 (11'-8")

W10X19 (11'-8")

W10X19 (11'-8")

7"SEISMIC JOINT

1-SS-302

W12X26

1-SS-302

SIM

W

H O

IS

T

B E

A M

W

1-SS-302

SIM

1-SS-302

RD

AT BRACE INTERSECTION,

TYPICAL

OPENING JAMB POST, TYP

W10X19 AT BRACE

INTERSECTION

W10X19

F2

F2

F2

F2

F1

F2

BF-1

W10X19 (11'-8") F2

F3

F3 F3 F3 F3 F3

F4

W10X19 W

12X26

W 12X26

W

X19

2'-5 5/8"

L.5

W X

W X

B F

-1

W12X26

CONNECT TO EXISTING BUILDING

COLUMN, TYPICAL 3-LOCATIONS.

3/8" BENT PLATE, ATTACH TO

BEAM T/FLANGE

3/8" BENT PLATE, ATTACH

TO BEAM T/FLANGE

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W16X26

W X

W16X26

W18X40

W12X26

W X

W X

W16X26

W16X26

W16X26 W12X26

W12X26

W12X26

W16X26

W16X26

W16X26

W12X26

W12X26

W12X26

W16X26

W12X26

W12X26

W12X26

W X

W18X40

W18X40

W16X26

W12X26

W12X26

W16X26

W16X26

W16X26

W16X26

W16X26

W X

W16X36

W16X26

W16X26

W16X26

W16X26

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

F4

F

F5

F

F5

W10X19

W10X19

W10X19

W10X19

W10X19

3'-3"

/8

3'-3"2

/2

2'-10"

/2

OPEN TO BELOW

(SEE 2/1-SS-104 FOR

WALK-IN LOBBY HIGH

ROOF FRAMING PLAN)

1 1/2" x 16 GAUGE GALV

METAL ROOF DECK,

SEE 2/1-SS-301 5

1-SS-303

SIM

W10X19

W10X19

W X

C X

.3

W X

W12X26

W X

C10X15.3

C X

.3

W12X26

W X

W12X26

C10X15.3 W10X19

W10X19

W10X19

W10X19

CANT

W10X19

W10X19

C X

.3

W10X19

W10X19

W10X19

W10X19

W X

1-SS-303

SIM

1-SS-303

SIMF

W16X36

W12X26

W X

D.1 CANT

CANT

CANT CANT

CANT

W18X35

W10X19

F3

CANT

W14X34

F.3

19.1

W X

W X

W12X26W16X26

12X26 C

AN

T W

12X26

W

X26

W 10X19

W 10X19

W 10X19

W10X19

W X

W 10X19

W X

W 12X26

W X

W X

X

A

N T

W X

W X

W 10X19

W 10X19

W 12X26

2"

SE

IS

M

IC

J O

IN

T

W10X19

D.5

D.3

B

A

C

W14X34

W12X26

1-SS-202

1-SS-302

SIM

1"

1-SS-104

1-SS-302

SIM

C A

N T

C A

N T

1-SS-202

1-SS-302

SIM

SEE NOTE 13, TYPICAL

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

W12X26

1-SS-302

J O

IN

T

S E

IS

M

IC

W12X26

W16X26

W10X19

W12X26

W X

W X

W X

W12X26

1-SS-302

W12X26

JO

IN

T

2"SE

ISM

IC

J O

IN

T

"S

E

IS

M

IC

J O

IN

T

"S

E

IS

M

IC

W X

1-SS-303

JOINT

2" SEISMIC

W10X19

W10X19

W 12X26

W

X26

W 12X26

W 10X19

W 10X19

1-SS-302

1-SS-301

1-SS-302

1-SS-302

W12X26 W12X26

W X

W X

AHU-ED-1 WEIGHT = 33,000#

NOTIFY ENGINEER IF THIS WEIGHT

IS TO BE EXCEEDED. COORDINATE

EXACT SUPPLEMENTAL FRAMING

LOCATIONS WITH SHOP

DRAWINGS AND UNIT(S) PROVIDED

AHU-ED-2 WEIGHT = 21,000#

NOTIFY ENGINEER IF THIS

WEIGHT IS TO BE EXCEEDED.

COORDINATE EXACT

SUPPLEMENTAL FRAMING

LOCATIONS WITH SHOP

DRAWINGS AND UNIT(S)

PROVIDE

EXHAUST FAN EF-ED-7

WEIGHT = 2,200# NOTIFY

ENGINEER IF THIS WEIGHT

IS TO BE EXCEEDED

RD RD

EXHAUST FAN EF-ED-6

WEIGHT = 2,300# NOTIFY

ENGINEER IF THIS WEIGHT

IS TO BE EXCEEDED

EXHAUST FAN EF-ED-5 WEIGHT = 2,100#

NOTIFY ENGINEER IF THIS WEIGHT IS TO

BE EXCEEDED

W X

W X

W X

W X

W X

W X

W X

W X

W8X10

W8X10 W8X10 W8X10 W8X10 W8X10

W8X10W8X10

W8X10

W8X10W8X10

1-SS-3049

W X

W 10X19

W12X26

1-SS-301

EOD

9 1/2"

F3

1 1/2" x 16 GAUGE GALV

METAL ROOF DECK,

SEE 2/1-SS-301

1 1/2" x 16 GAUGE GALV

METAL ROOF DECK,

SEE 2/1-SS-301

W12X26

W8X10

W X

W X

W8X10

W X

W X

W X

W X

W X

W X

W X

W X

W8X10

W X

W X

EF-ED-1 WEIGHT = 250#

NOTIFY ENGINEER IF THIS

WEIGHT IS TO BE EXCEEDED

EF-ED-2 WEIGHT = 200# NOTIFY ENGINEER

IF THIS WEIGHT IS TO BE EXCEEDED

ACCU-2 WEIGHT = 250# NOTIFY ENGINEER

IF THIS WEIGHT IS TO BE EXCEEDED

ACCU-3 WEIGHT = 250#

NOTIFY ENGINEER IF

THIS WEIGHT IS TO BE

EXCEEDED

ACCU-1 WEIGHT = 250#

NOTIFY ENGINEER IF THIS

WEIGHT IS TO BE EXCEEDED

PREFABRICATED METAL

CANOPY BY OTHERS

W X

W18X40

W12X26

W X

W X

W X

W X

2.5

W16X36

W12X26

1-SS-303

W18X40

RD

W12X26

RD

RD

RD

RD

RD

RD

W12X26

CANT

W X

2" SEISMIC JOINT

W10X19

/8

D.8

AREA 2 - 3" x 16 GAUGE

GALVANIZED METAL ROOF

DECK, SEE 2/1-SS-301.

AREA 3 - 3" x 16 GAUGE

GALVANIZED METAL ROOF

DECK, SEE 2/1-SS-301. TYPICAL

AREA 4 - 3" x 16 GAUGE

GALVANIZED METAL ROOF

DECK, SEE 2/1-SS-301.

1-SS-302

1-SS-302

W X

W X

W X

W X

THROUGH PLATE

CONNECTION

THROUGH PLATE

CONNECTION

W X

A=22K

A=76K

A=46K A=35K A=35K A=23K A=23K

A

K A

K A

K A

K A

K A=52KA=52K

A

K A

K

A=14KA=14K

A

K

THROUGH PLATE

EACH OF THESE

CONNECTIONS.

DESIGN FOR A = 90K

THROUGH PLATE

EACH OF THESE

CONNECTIONS.

DESIGN FOR A = 90K

A

K

A

K

A

K

W8X10

W8X10

E Q

E Q

E Q

1-SS-302

1-SS-302

1-SS-302

1-SS-302

1-SS-302

1-SS-302

1-SS-302

W X

W X

1-SS-302

1-SS-302

1-SS-302

NOTES:

1. T/STEEL (B/DECK) ELEVATION (13'-6") WITH RESPECT TO REFERENCE ELEVATION (0'-0")

UNLESS NOTED OTHERWISE.

2. ELEVATIONS NOTED ( ) ARE TO T/STEEL (B/DECK) WITH RESPECT TO ELEVATION (0'-0").

3. EQUALLY SPACE ROOF BEAMS BETWEEN COLUMNS UNLESS NOTED OTHERWISE.

4. BF_- INDICATES STEEL BRACED FRAME. SEE 1-SS-304 FOR SCHEMATICS AND DETAILS.

5. SEE 5/1-SS-301 FOR TYPICAL FRAMING CONNECTIONS TO HSS COLUMNS.

6. EOD INDICATES EDGE OF DECK.

7. SEE 1-SS-001 FOR LINTEL NOTES. NOT ALL LINTELS IN WALLS ARE SHOWN.

8. SEE 3/1-SS-301 FOR TYPICAL SKEWED PLATE SHEAR CONNECTION

9. RD - INDICATES ROOF DRAIN

EF - INDICATES EXHAUST FAN

RV - INDICATES ROOF VENT

COORDINATE SIZE AND LOCATION WITH MECHANICAL AND ARCHITECTURAL DRAWINGS.

PROVIDE ROOF OPENING ANGLE FRAME AT ROOF DRAINS, VENTS, EXHAUST FANS, AND

HATCHES. SEE 1/1-SS-301.

10. NOTIFY ENGINEER IF ACTUAL WEIGHTS OF MECHANICAL UNITS EXCEED WEIGHTS NOTED ON

PLAN. COORDINATE EXACT DIMENSIONS AND LOCATIONS WITH THE MECHANICAL DRAWINGS

AND UNITS SUPPLIED.

11. SEE 1-SS-400 FOR CFMF ELEVATIONS, SECTIONS AND DETAILS.

12. SEE SHEET 1-SS-500 FOR COLUMN SCHEDULE

13. F_ INDICATES BLAST FRAME. SEE 1-SS-400

14. SEE 1-SS-001 FOR ADDITIONAL NOTES.

HYMAN

HAYES

ASSOCIATES

800 Troy-Schenecady Road, Suite 103

Latham, NY, 12110

(518) 452-3470 www.hymanhayes.com

PROJECT

NORTH

KEY PLAN

CORE

WING 'C'

WING 'B' WING 'A'

WING 'D'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

19-181

C U s e rs \z w e b b e r\ D o c u m e n ts

\V A

E D

S tr u c tu ra l_ z w e b b e r2 g m a il.

c o m .r v t

/1

/2

:3

:0

1-SS-103

ROOF FRAMING PLAN BUILD NEW EMERGENCY

DEPARTMENT

HOLLAND AVENUE, ALBANY, NY

528-809

March 18, 2022 JP ZW

100% FOR BID

20057

SCALE: 1/8" = 1'-0"1-SS-103

1 ROOF FRAMING PLAN

0' 4' 8' 32'16'

Revisions: Date:

6 7

R

Q

P

N

M

1-SS-303

1-SS-303

BF-13

1-SS-303

SIM

1-SS-303

SIM

1-SS-303

SIM

1-SS-303

SIM

RD

RD

HSS5X5X1/4 POSTS FOR PARAPET,

TYP 5-LOCATIONS WITH

HSS5X5X1/4 W/ (27'-0") CAP BEAM.

SEE 2/1-SS-303 SIM

W10X19 ALIGN W/

JAMB POST

W10X19

1-SS-303

SIM

BF-1

B F

-1

C10X15.3 W X

C X

.3

W12X26 [20]

W X

W X

W12X26 [19]

W12X26 [18]

W X

W12X26 [21]

W X

W12X26 [20]

W X

W X

W12X26 [20]W X

W X

W12X26 [18]

W12X26 [18]

W14X22 [14]

W12X26 [20]

W12X26 [20]

W X

W X

W12X26 [12]

W X

W X

W10X19

C X

.3

W10X19 C10X15.3

W14X34 [15]

C X

.3

HSS MOMENT CONNECTION

SEE 6/1-SS-301 TYPICAL

W14X34 [14]

W X

W X

W10X19

W10X19

W X

W X

W10X19

HSS5X5X1/4 POST UP

FOR PARAPET (27'-0").

SEE 2/1-SS-303 SIM

F4

F

F

F5

F5

F5

2'-1"

/2

3'-1 1/2"

3'-1"

/2

HSS5X5X1/4 POSTS FOR PARAPET,

TYP 2-LOCATIONS WITH

HSS5X5X1/4 W/ (24'-0") CAP BEAM.

SEE 2/1-SS-303 SIM

EXTEND HSS COLUMN UP

FOR PARAPET (27'-0"). SEE

DETAIL 9/1-SS-203

1-SS-303

AREA 5 - 3" CONCRETE SLAB ON 2" COMPOSITE,

GALVANIZED METAL DECK. 5" TOTAL THICKNESS.

REINFORCE WITH #4 BARS AT 1'-4" OC EACH WAY.

1-SS-302

SIM

W12X26 [18]

W12X26 [18]

W12X26 [18]

THROUGH PLATE THIS

CONNECTION. A = 20K

THROUGH PLATE THIS

CONNECTION. A = 20K

1 1.8 2

K

J

H.8

1-SS-303

1-SS-303

K.5

1-SS-303

W18X35

W21X44 W X

W X

C X

.5

C X

.5

W X

C X

.5

C X

.5

C X

.5

C X

.5

C X

.5

C X

.5

C X

.5

C X

.5

W21X44

C X

.5

C X

.5

W21X44

W18X35

W18X35

W18X35

W21X44

W X

W X

W X

W X

W X

W X

C X

.5

C X

.5

C X

.5

C X

.5

C X

.5

W X

W X

W14X22

W14X22

W X

W14X22

W14X22

W14X22

W21X44

RD

1-SS-303

W X

C8X11.5

7"SEISMIC JOINT

1-SS-303

SIM

WF MOMENT CONNECTIONS.

SEE 8/1-SS-301 AND 9/1-SS-301

EXTEND WF COLUMN

UP FOR PARAPET

HSS5X5X1/4 POSTS FOR

PARAPET, TYP 4-LOCATIONS

WITH HSS5X5X1/4 W/ (17'-4")

CAP BEAM SIMILAR TO 2/1-SS-303

/2

4'-6 1/2"

/4

EXTEND WF COLUMN

UP FOR PARAPET

1"

F

F

C A

N T

C A

N T

W21X44

W14X22

W14X22

W14X22

W21X44

W14X22

RD

SHADED REGION = AREA 6 - 1 1/2" x

16 GAUGE GALVANIZED METAL ROOF

DECK, SEE 2/1-SS-301. TYPICAL

HSS5X5X1/4 POSTS FOR

PARAPET, TYP 10-LOCATIONS

WITH HSS5X5X1/4 W/ (19'-6")

CAP BEAM.

HYMAN

HAYES

ASSOCIATES

800 Troy-Schenecady Road, Suite 103

Latham, NY, 12110

(518) 452-3470 www.hymanhayes.com

PROJECT

NORTH

KEY PLAN

CORE

WING 'C'

WING 'B' WING 'A'

WING 'D'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

19-181

C U s e rs \z w e b b e r\ D o c u m e n ts

\V A

E D

S tr u c tu ra l_ z w e b b e r2 g m a il.

c o m .r v t

/1

/2

:3

:0

1-SS-104

AMBULANCE CANOPY AND WALK-IN LOBBY

ROOF FRAMING PLANS

BUILD NEW EMERGENCY

DEPARTMENT

HOLLAND AVENUE, ALBANY, NY

528-809

March 18, 2022 JP ZW

100% FOR BID

20057

SCALE: 3/16" = 1'-0"1-SS-104

2 WALK-IN LOBBY HIGH ROOF FRAMING PLAN - T/STEEL = (21'-0")

SCALE: 3/16" = 1'-0"1-SS-104

1 AMBULANCE CANOPY FRAMING PLAN - T/STEEL = (14'-0")

0' 4' 8' 16' 32'

0' 4' 8' 16' 32'

1'-0"

TYPICAL AT EDGES AND

CONSTRUCTION JOINTS

SUBBASE

SUPPORT BARS W/ CHAIRS AND

SAND PLATES OR CONC BRICK

BOND BREAK (POLY OR FELT PAPER)

OR EXTENSION OF VAPOR RETARDER

WALL OR PIER

t/

C L E

A R

S H

O W

N O

N P

L A

N S t

T H

IC

K

N E

S S

VAPOR RETARDER

SEAL LAPS AND EDGES

GEOTEXTILE FABRIC

T/SLAB

BENTONITE WATERSTOP, TYPICAL

SAW-CUT JOINT

D E

P T

H

M

IN

t/

J O

IN

T

6" 6"

PLAN

CONTRACTION JOINT

CUT 1/2 OF REINF

LEAVING 1/2 CONT

T/SLAB

1'-0"

CONT 1/2 OF REINF

THROUGH JOINT

TOOL OR RE-

SAW JOINT

6" 6"

CONSTRUCTION JOINT

CUT 1/2 OF REINF

LEAVING 1/2 CONT

T/SLAB t3

3/4" CHAMFER

#4x1'-0" AT 2'-0"OC

DRILL AND GROUT

REINF:

#4 AT 16"OC FOR t GREATER THAN 4" 6x6-W2.9xW2.9 WWF FOR t LESS THAN 4"

T/SLAB

DISCONTINUE 1/2 OF REINF AT

JOINT. CUT ALTERNATE BARS

ON ALTERNATE FACES

1"

NOTE: COORD LOC OF JOINTS W/ ARCH

DWGS. ALIGN W/ VENEER JOINTS.

3/4" CHAMFER

WATERSTOP AT

BASEMENT AND

CRAWL SPACE

WALLS ONLY

COORD LOC OF JOINTS W/ ARCH

DWGS. ALIGN W/ VENEER JOINTS.

2'-0"LAP

NOTE:

CONTRACTOR'S OPTION TO CAST PVC OR GALVANIZED STEEL

CONDUIT SLEEVES INTO WALL IN LIEU OF "GREASE AND WRAP".

SECOND POURFIRST POUR

WATERSTOP AT

BASEMENT AND CRAWL

SPACE WALLS ONLY

LAP

LAP

LAP

LAPLAP

L A

P

ALTERNATE BARS

CORNER BARS. MATCH

HORIZ BAR SIZE AND

SPACING

CORNER BARS.

MATCH HORIZ BAR

SIZE AND SPACING

PLACE VERT BAR AT

INTERSECTION OF

HORIZ BARS

L A

P

8" WALLS 10" AND LARGER WALLS

NOTE:

LAPS ARE CLASS B BUT NOT LESS THAN 2'-0"

S C

H E

D U

L E

S E

E

T/SLAB

T/FTG

"C

L E

A R

SEE PLAN1

#4 AT 16"OC VERT

#4 AT 12"OC HORIZ #4 DOWEL AT 16"OC W/ CLASS

B LAP AND ACI 90° HOOK

(ALTERNATE HOOK

DIRECTIONS)

8"SHEAR WALL

2"SEIEMIC JOINT

8"SHEAR WALL

RIGID INSULATION

T/SLAB

T/WALL

1/2"x6" PLATE W/ 1/2"ø x 0'-6"LG

HEADED STUDS AT 1'-4" OC. INSTALL

PLATE IN 4'-0"LG SEGMENTS W/ MIN

(4) RODS PER PLATE

3/4"ø X 0'-4" LONG SHEAR

STUD AT 1'-0" OC

T/SLAB

T/PIER

T/FTG

NON SHRINK GROUT

ANCHOR RODS

SEE 1-SS-203 FOR

PIER DETAILS

VERT BARS W/

CLASS B LAP

HORIZ TIES

A T

O .C

(2

S

P A

C E

S

M A

X

M

X

M A

X

ROUGHEN CONCRETE

SURFACE

L A

P

C L A

S S

B

EXISTING MAT

FOOTING

DRILL AND ADHESIVE

ANCHOR DOWEL

BARS INTO MAT

COAT BELOW GRADE

PORTION OF COLUMN SHAFT

WITH COAL TAR EPOXY

T/WALL

T/FTG

#4 DOWELS AT 12"OC

W/ ACI 90° HOOK AND

CLASS B LAP

SEE PLAN

(T Y

P

"C

L E

A R

SEE PLAN

#4 AT 12"OC VERT EF

#4 AT 8"OC HORIZ EF

S C

H E

D U

L E

S E

E F

T G

REINF SEE FOOTING

SCHEDULE

#3 TIE AT 3'-0"OC

TIES. STAGGER

LAPS 180° ON

ALTERNATE TIES

VERT REINF (TYP)

NOTE: SEE SCHEDULE ON 1-SS-100 FOR

DIMENSIONS AND REINFORCING

2'-0"LAP

3"CLEAR

EXT SLAB

TOOLED EDGE

ALL AROUND

GRADE OR SIDEWALK.

SEE SITE PLAN

#4 AT 12"OC HORIZ

8"WALL

#4 DOWELS AT 16"OC W/

CLASS B LAP AND ACI 90°

HOOK (ALTERNATE HOOK

DIRECTIONS)

(2)#5 CONT

FTG AND FROST

WALL, (3) SIDES

#4 DOWELS AT 16"OC EPOXY

COATED (ALL AROUND)

SLOPE SLAB 1/4" PER

FOOT AWAY FROM DOOR 1" EJ MATERIAL

AND SEALANT

SEE ARCH DWGS FOR

LOCS OF RECESSED SLAB

DRAINAGE FILL BELOW

EXT SLAB ON GRADE

BASEMENT WALL. FOR

REINF SEE 1/1-SS-201

WALL BEYOND

COORD W/ ARCH DWGS

2'-0"

T/WALL

SEE PLAN

NOTE:

CONTRACTOR'S OPTION TO PLACE MAT FOOTING IN LIEU OF INDIVIDUAL WALL FOOTINGS. REINFORCE MAT WITH #5 AT 16"OC EACH WAY (BOTTOM) AND PROVIDE DRAIN HOLE AT CENTER OF MAT (6"ø OR 6" SQUARE).

T/SLAB

SUBGRADE

GEOTEXTILE FABRIC

CRUSHED STONE

#4 AT 16"OC VERT

(CENTER IN WALL)

T/FTG

T/SLAB

T/SLAB

T/PIER

T/FTG

BASE PLATE.

LEVELING PLATE.

NON SHRINK GROUT

ANCHOR RODS

SEE 1-SS-203 FOR

PIER DETAILS

VERT BARS W/

CLASS B LAP

HORIZ TIES

REINF. SEE FTG

SCHEDULE

SEE FTG SCHEDULE

(T Y

P

"C

L E

A R

A T

O .C

T

Y P

(2

S

P A

C E

S

M A

X

M A

X

M A

X

S C

H E

D U

L E

S E

E F

T G

WRAP COLS W/ 1/2" EXP JOINT

MATERIAL AND BENTONITE

WATERSTOP, TYPICAL

COAT BELOW GRADE PORTION

OF COLUMN SHAFT WITH COAL

TAR EPOXY

(3

S P

A C

E S

T

O

.C

A T

B R

A

E

F R

A M

E S

T/SLAB

T/FTG

TURN UP VAPOR RETARDER

AND ADHERE TO COL

SEE FTG SCHEDULE

S C

H E

D U

L E

S E

E F

T G

REINF. SEE FOOTING

SCHEDULE

COAT COLUMN WITH

COAL TAR EPOXY

9"

F O

R S

T E

P

S E

E P

L A

N

"C

L E

A R

TIE STEP BARS TO

TRANSVERSE BARS

SIZE AND SPACING OF

BENT BARS TO MATCH

LONGITUDINAL FTG REINF

L O

W

H

IG

H

NOTE:

LAPS ARE CLASS B, BUT NOT LESS THAN 2'-0".

T/SLAB

T/PIER

REINF CONC PIER.

SEE 1-SS-203 FOR

DETAILS (TYP)

CONNECT INTERSECTING

BEAM (NOT SHOWN) TO

STIFFENER PLATE

T/FTG

T/SLAB

"C

L E

A R

3/16 4

SEE 11/1-SS-301

A T

"O

C (2

S

P A

C E

S

E Q

S P

A C

E S

A T

"O

C M

A X

M A

X

3/8" THICK FULL DEPTH

STIFFENER PLATE EACH SIDE

OF WEB, SEE 11/1-SS-301

S C

H E

D U

L E

S E

E

BEARING PLATE ON

NON-SHRINK GROUT

PAD. SEE BEARING

PLATE SCHEDULE

EXISTING ±1'-4" THICK

CONCRETE BASEMENT WALL

/2

±4'-2"

T/SLAB

T/STL

INFILL EXISTING OPENING

IN BASEMENT WALL WITH

CONCRETE. INFILL SHALL

BE FLUSH WITH INTERIOR

AND EXTERIOR FACE OF

ADJACENT WALL.

#4 DOWELS x 2'-0" LONG.

DRILL AND ADHESIVE 6"

INTO EXISTING CONCRETE

WALL. LOCATE AND AVOID

EXISTING REINFORCING

PRIOR TO DRILLING.

EXISTING CONCRETE

ENCASED STEEL

SPANDREL BEAM.

DO NOT DAMAGE

EXISTING FIRST FLOOR

CONCRETE SLAB

EXISTING CONRETE

BASEMENT SLAB

REINF #4 AT 16"OC VERT

AND #4 AT 12"OC HORIZ,

EACH FACE.

REMOVE EXISTING STONE

SILL AND MASONRY

BLOCK INFILL PRIOR TO

INSTALLING DOWELS

HYMAN

HAYES

ASSOCIATES

800 Troy-Schenecady Road, Suite 103

Latham, NY, 12110

(518) 452-3470 www.hymanhayes.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

19-181

C U s e rs \z w e b b e r\ D o c u m e n ts

\V A

E D

S tr u c tu ra l_ z w e b b e r2 g m a il.

c o m .r v t

/1

/2

:3

:0

1-SS-200

FOUNDATION DETAILS BUILD NEW EMERGENCY

DEPARTMENT

HOLLAND AVENUE, ALBANY, NY

528-809

March 18, 2022 JP ZW

100% FOR BID

20057

SCALE: 3/4" = 1'-0"1-SS-200

1 SLAB ON GRADE TYPICAL EDGE SECTION AT EXPOSED SLABS

SCALE: 3/4" = 1'-0"1-SS-200

2 SLAB ON GRADE TYPICAL CONTRACTION JOINT

SCALE: 3/4" = 1'-0"1-SS-200

3 SLAB ON GRADE TYPICAL CONSTRUCTION JOINT

SCALE: 3/4" = 1'-0"1-SS-200

4 HOUSEKEEPING PAD DETAIL

SCALE: 3/4" = 1'-0"1-SS-200

8 WALL CONTROL JOINT

SCALE: 3/4" = 1'-0"1-SS-200

9 WALL CONSTRUCTION JOINT

N.T.S1-SS-200

5 TYPICAL WALL INTERSECTION REINFORCEMENT

SCALE: 3/4" = 1'-0"1-SS-200

13 SECTION AT FOUNDATION WALL

SCALE: 3/4" = 1'-0"1-SS-200

14 SECTION AT INTERIOR PIER OVER EXISTING FOOTING

SCALE: 3/4" = 1'-0"1-SS-200

15 SECTION AT AMBULANCE CANOPY FOOTING

N.T.S1-SS-200

7 DRILLED PIER SECTION

N.T.S1-SS-200

10 SECTION AT DOOR WITH FROST WALLS

SCALE: 3/4" = 1'-0"1-SS-200

11 SECTION AT INTERIOR PIER FOOTING

SCALE: 3/4" = 1'-0"1-SS-200

12 SECTION AT INTERIOR FOOTING

0' 2' 4' 8'

3/4" = 1'-0"

0' 2' 4' 8'

1/2" = 1'-0"

SCALE: 1/2" = 1'-0"1-SS-200

6 FOOTING STEP DETAIL

SCALE: 3/4" = 1'-0"1-SS-200

16 SECTION AT INTERIOR PIER

Revisions: Date:

SCALE: 3/4" = 1'-0"1-SS-200

17 ELEVATION AT EXISTING BASEMENT WALL INFILL

Not Used

T/SHELF

SEE ARCH DWGS

SEE PLAN SEE PLAN

SEE PLAN

SEE PLAN

EXTERIOR GRADE

#6 AT 10" OC VERT

#5 DOWELS AT 10" OC

W/ ACI 90 DEGREE

HOOK EACH FACE

#4 AT 12" OC HORIZ EF

ROUGHEN JOINT (TYP)

T/SLAB

SLAB SUBBASE MATERIAL

SUBGRADE

GEOTEXTILE FABRIC

MIN 12" THICK LAYER

OF CRUSHED STONE

ANCHOR MUST BE INSTALLED

BETWEEN REBAR CURTAINS

AND WITHIN TIES, TYP

T/SLAB

T/FTG

CLAY WATERSTOP

#5 AT 10" OC VERT

M

IN

L

A P

"C

L E

A R

#6 AT 10" OC TOP AND BOTTOM

#4 AT 12" OC TOP AND BOTTOM

M

IN

L

A P

ANGLE AT SIM ONLY. ATTACH

WITH 3/4"ø ADHESIVE ANCHOR

AT 2'-0" OC MAX. EMBED MIN 4"

INTO WALL.

(2) #3 TIES AROUND

EACH PAIR OF

VERTICAL BARS

#4 AT 10" OC LAP

W/ VERT BAR

SEE PLAN

#6 AT 10" O.C. VERT

#5 DOWELS AT 10" O.C.

W/ ACI 90 DEGREE

HOOK EACH FACE

#4 AT 12"OC HORIZ

EACH FACE

T/ SLAB

ANCHOR MUST BE

INSTALLED BETWEEN

REBAR CURTAINS AND

WITHIN TIES, TYP

T/SLAB

(2) #3 TIES AROUND

EACH PAIR OF VERTICAL

BARS, SEE 1/1-SS-201

6"

EMBED PLATE,

SEE 1/1-SS-205

SEE PLAN SEE PLAN

T/FTG

"C

L E

A R

#6 AT 10" OC TOP

AND BOTTOM

#4 AT 12" OC TOP

AND BOTTOM

#5 AT 10" O.C. VERT

#4 AT 10" O.C. LAP

W/ VERT REINF

T/SLAB

SEE PLAN

T/SLAB

T/SLAB

SEE PLAN

T/FTG

NOTE: SEE 2/1-SS-201 FOR WALL

REINFORCING INFORMATION

(2) #3 TIES AROUND

EACH PAIR OF

VERTICAL BARS

T/SHELF

SEE ARCH DWGS

SEE PLAN

SEE PLAN

EXT GRADE

#4 AT 1'-0"OC VERT. CLASS

B LAP WITH STIRRUP LEG

2-PIECE CLOSED #4

STIRRUP AT 1'-0"OC

T/WALL

T/EXIST TUNNEL

SEE PLAN

EXISTING TUNNEL

ROOF

(3) #5 CONT, EXTEND MIN

3'-0" INTO FDN WALL ON

EACH END. TERMINATE

WITH ACI 90° HOOK

(4) #5 CONT, EXTEND MIN

2'-0" INTO FDN WALL ON

EACH END. TERMINATE

WITH ACI 90° HOOK

#4 WEB BARS AT

12"OC EACH FACE

B/GRADE BEAM

-6'-0 1/2"

CRAWL SPACE

T/SLAB

"C

L E

A R

ANCHOR MUST BE

INSTALLED BETWEEN

REBAR CURTAINS AND

WITHIN TIES, TYP

(2) #3 TIES AROUND EACH

PAIR OF VERTICAL BARS,

SEE 1/1-SS-201

CONT ANGLE, SEE 1/1-SS-201

T/PIER

T/SLAB

M A

X

E Q

S P

A C

E S

A T

"O

C M

A X

A T

O .C

(2

S

P A

C E

S

PIER, SEE 1-SS-203. FOR

PIER DETAILS AND

DIMENSIONS

EXIST SLAB

BOND BREAK ALONG

PIER HEIGHT

SEE PLAN

T/EXIST

MAT

EXIST GRADE BEAM

EXIST SLAB

BASEMENT

EXIST PILE CAP

PERMANENT STEEL SHEETING.

INSTALL BEFORE EXCAVATING

BELOW B/EXISTING GRADE

BEAM, SEE PLAN

T/EXIST

PILE CAP

2'-0"MIN

T/SLAB

C L E

A R

DRILL AND ADHESIVE

ANCHOR #4 DOWEL 6" X 1'-3"

MID-HEIGHT AT 1'-0" OC INTO

EXISTING MAT. EMBED 6" MIN.

VERIFY

FIELD

EXISTING MAT FOUNDATION

ROUGHEN JOINT

T/SLAB

T/PIER

PAVEMENT, SEE

SITE DRAWINGS

FILL COLUMN POCKET

SOLID W/ CONC

PIER. SEE PIER DETAILS

FOR REINF AND DIMS

FACE OF BASEMENT

WALL BEYOND

CONT WALL REINF

THROUGH PIER

WRAP COLUMN WITH 1/2"

EXPANSION JOINT MATERIAL

T/SLAB

SEE PLAN SEE PLAN

T/FTG

T/SHELF

"A

T

O

C (2

S

P A

C E

S

E Q

S P

A C

E S

A T

"O

C M

A X

M A

X

EMBED PLATE AND

CONNECTION, SEE

3/1-SS-205

REINF, WALL, AND FTG

T/SLAB

T/FTG

SEE PLAN

T/WALL

C L E

A R

SEE PLAN

#4 AT 12"OC VERT

EACH FACE

#4 AT 12"OC HORIZ

EACH FACE

#4 DOWELS AT 12"OC W/ CLASS

B LAP AND ACI 90° HOOK.

1/2"x6" PLATE W/ 1/2"ø x 0'-6"LG

HEADED STUDS AT 1'-4" OC. INSTALL

PLATE IN 4'-0"LG SEGMENTS W/ MIN

(4) HEADED STUDS PER PLATE

T/SLAB

3/4"ø LONG SHEAR

STUD AT 1'-0" OC

D

M A

X

E Q

S P

A C

E S

A T

"O

C M

A X

A T

O .C

(2

S

P A

C E

S

E Q

E Q

A T

O .C

(2

S

P A

C E

S

T/WALL & SLAB

T/PIER

RETAINING FOOTING

SEE 1/1-SS-201

T/SHELF

T/SLAB

FACE OF FOUNDATION

WALL BEYOND

3/16

T/DRILLED PIER

T/FTG

NOTE: SEE SECTION 4/1-SS-201 FOR INFORMATION NOT SHOWN

BEARING PLATE ON 3/4"

NON-SHRINK GROUT

PAD, SEE BEARING

PLATE SCHEDULE

M

IN

T/SLAB

T/PIER

T/FTG

REINF CONC PIER

SEE 1-SS-203 FOR

PIER DETAILS

REINF. SEE FTG

SCHEDULE

SEE FTG SCHEDULE

(T Y

P

"C

L E

A R

T/SLAB

M A

X E

Q S

P A

C E

S A

T

"O

C M

A X

A T

"O

C (3

S

P A

C E

S

CLAY WATERSTOP

EXISTING PRECAST

CONCRETE TUNNEL WALL

"M

IN

COMPRESSABLE FILLER

MATERIAL, SEE ARCH DWGS

SEE PLAN

T/SLAB

NOTE: SEE 2/1-SS-201 FOR WALL

REINFORCING INFORMATION

ROUGHEN JOINT

M

IN

L

A P

T/SLAB

T/WALL

EXISTING MAT FOOTING

DRILL AND ADHESIVE

ANCHOR DOWEL BARS MIN

12" INTO MAT

M

IN

L

A P

M

IN

L

A P

T/FTG

GEOFOAM FILL, SEE PLAN

HYMAN

HAYES

ASSOCIATES

800 Troy-Schenecady Road, Suite 103

Latham, NY, 12110

(518) 452-3470 www.hymanhayes.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

19-181

C U s e rs \z w e b b e r\ D o c u m e n ts

\V A

E D

S tr u c tu ra l_ z w e b b e r2 g m a il.

c o m .r v t

/1

/2

:3

:1

1-SS-201

FOUNDATION DETAILS BUILD NEW EMERGENCY

DEPARTMENT

HOLLAND AVENUE, ALBANY, NY

528-809

March 18, 2022 JP ZW

100% FOR BID

20057

SCALE: 3/4" = 1'-0"1-SS-201

1 SECTION

SCALE: 3/4" = 1'-0"1-SS-201

2 SECTION AT FOUNDATION WALL

SCALE: 3/4" = 1'-0"1-SS-201

3 SECTION AT FOUNDATION WALL

SCALE: 3/4" = 1'-0"1-SS-201

6 SECTION

SCALE: 3/4" = 1'-0"1-SS-201

5 SECTION AT PIER AT EXISTING WALL

SCALE: 3/4" = 1'-0"1-SS-201

4 SECTION AT EXTERIOR PIER

SCALE: 3/4" = 1'-0"1-SS-201

9 SECTION AT SHEAR WALL

SCALE: 3/4" = 1'-0"1-SS-201

7 SECTION - GIRDER BEARING ON EXTERIOR PIER

SCALE: 3/4" = 1'-0"1-SS-201

8 SECTION - INTERIOR PIER WITH EMBED PLATES

0' 2' 4' 8'

3/4" = 1'-0"

SCALE: 3/4" = 1'-0"1-SS-201

10 PLAN DETAIL - BASEMENT WALL AT EXISTING TUNNEL

SCALE: 3/4" = 1'-0"1-SS-201

11 SECTION AT FOUNDATION WALL (DEDUCT ALTERNATE)

D.1

T/PIER

A T

"O

C

T

IE

S

PROVIDE STD ACI 90°

HOOK AT ENDS OF TOP

AND BOTTOM REINF

GRADE BEAM, SEE PLAN

GRADE BEAM STIRRUPS,

SEE 3/1-SS-201B

T/GRADE BEAM

T/SLAB T/SLAB

T/GRADE BEAM

T/PIER

GRADE BEAM, SEE PLAN.

REINFORCE END OF GB W/ (8)#6

VERTICAL SIMILAR TO PIER P1.

EXTEND REINF MIN 2'-6" INTO PIER

BELOW. TERMINATE TOP OF VERT

REINF BARS WITH ACI 180° HOOK

PIER BELOW

3/4" CHAMFER

T/ EXIST SLAB

T/SLAB

1'-4"±

EXIST WAREHOUSE

ROOF CONC SLAB

(3) #5 CONT

#4 HOOKED DOWELS AT 2'-0"

OC. DRILL AND ADHESIVE 3"

INTO EXISTING SLAB. FIELD

LOCATE EXISTING STEEL

FRAMING PRIOR TO DRILLING

EXISTING BASEMENT EXISTING BASEMENT

WALL

6"

SEE ARCH DWG'S

SEE ARCH DWG'S

T/WALL/

GRADE BEAM

SEE PLAN

2-PIECE CLOSED #4

STIRRUP AT 1'-0"OC

T/SLAB

T/EXIST TUNNEL

SEE PLAN

EXISTING TUNNEL

ROOF

(3) #5 CONT, EXTEND MIN

3'-0" INTO FDN WALL ON

EACH END. TERMINATE

WITH ACI 90° HOOK

(4) #5 CONT, EXTEND MIN 2'-0"

INTO FDN WALL ON EACH END.

TERMINATE WITH ACI 90° HOOK

#4 WEB BARS AT

12"OC EACH FACE

B/GRADE BEAM

BASEMENT

"C

L E

A R

JOINT

2"SEISMIC

#4 DOWELS AT 16"OC

2'-0"

GEOFOAM FILL,

SEE PLAN

COMPRESSABLE FILLER

MATERIAL, SEE ARCH DWGS

SEE PLAN

M A

X

M A

X

M A

X

CONT #4 WEB BARS

AT 1'-0"OC VERT

#4 (2) PIECE CLOSED

STIRRUPS AT 1'-0"OC

(5) #5 CONT BARS

(4) #5 CONT BARS

S E

E P

L A

N

T/SLAB

T/TUNNEL

(SLOPES V.I.F)

EXISTING TUNNEL

T/ FTG

SEE PLAN

#4 AT 16" O.C. VERT EF

(2) #5 CONT

#4 DOWELS AT 16" O.C.

W/ CLASS B LAP

#4 AT 16"OC HORIZ EF

T/ SLAB

SEE PLAN

ANCHOR MUST BE

INSTALLED BETWEEN

REBAR CURTAINS AND

WITHIN TIES, TYP

(2) #3 TIES AROUND

EACH PAIR OF VERTICAL

BARS, SEE 1/1-SS-201

6"

EXT SLAB

TOOLED EDGE

ALL AROUND

GRADE OR SIDEWALK.

SEE SITE PLAN

#4 AT 12"OC HORIZ

8"WALL

#4 DOWELS AT 16"OC W/

CLASS B LAP AND ACI 90°

HOOK (ALTERNATE HOOK

DIRECTIONS)

(2)#5 CONT

FTG AND FROST

WALL, (3) SIDES

#4 DOWELS AT 16"OC EPOXY

COATED (ALL AROUND)

SLOPE SLAB 1/4" PER

FOOT AWAY FROM DOOR 1" EJ MATERIAL

AND SEALANT

SEE ARCH DWGS FOR

LOCS OF RECESSED SLAB

DRAINAGE FILL BELOW

EXT SLAB ON GRADE

BASEMENT WALL. FOR

REINF SEE 6/1-SS-201B

WALL BEYOND

ARCH DWGS

COORD W/

2'-0"

T/WALL

SEE PLAN

NOTE:

CONTRACTOR'S OPTION TO PLACE MAT FOOTING IN LIEU OF INDIVIDUAL WALL FOOTINGS. REINFORCE MAT WITH #5 AT 16"OC EACH WAY (BOTTOM) AND PROVIDE DRAIN HOLE AT CENTER OF MAT (6"ø OR 6" SQUARE).

T/SLAB

SUBGRADE

GEOTEXTILE FABRIC

CRUSHED STONE

#4 AT 16"OC VERT

(CENTER IN WALL)

T/FTG

T/SLAB

T/SLAB

SEE PLAN

SEE PLAN

T/FTG

NOTE: SEE 6/1-SS-201B FOR WALL

REINFORCING INFORMATION

(2) #3 TIES AROUND

EACH PAIR OF

VERTICAL BARS

T/SHELF

SEE ARCH DWGS

SEE PLAN SEE PLAN

SEE PLAN

SEE PLAN

EXTERIOR GRADE

#4 AT 16" OC VERT

#4 DOWELS AT 16" OC

W/ ACI 90 DEGREE

HOOK EACH FACE#4 AT 16" OC HORIZ EF

ROUGHEN JOINT (TYP)

T/SLAB

SLAB SUBBASE MATERIAL

SUBGRADE

GEOTEXTILE FABRIC

MIN 12" THICK LAYER

OF CRUSHED STONE

ANCHOR MUST BE INSTALLED

BETWEEN REBAR CURTAINS

AND WITHIN TIES, TYP

T/FTG

#4 AT 16" OC VERT

"C

L E

A R

#5 AT 12" OC TOP AND BOTTOM

#4 AT 12" OC TOP AND BOTTOM

M

IN

L

A P

(2) #3 TIES AROUND

EACH PAIR OF

VERTICAL BARS

#4 AT 16" OC LAP W/

VERT RIENF BAR

T/PIER

PAVEMENT, SEE

SITE DRAWINGS

FILL COLUMN POCKET

SOLID W/ CONC

PIER. SEE PIER DETAILS

FOR REINF AND DIMS

FACE OF BASEMENT

WALL BEYOND

CONT WALL REINF

THROUGH PIER

WRAP COLUMN WITH 1/2"

EXPANSION JOINT MATERIAL

SEE PLAN SEE PLAN

T/SHELF

"A

T

O

C (2

S

P A

C E

S

E Q

S P

A C

E S

A T

"O

C M

A X

M A

X

T/SLAB

T/FTG

REINF, WALL, AND FTG

T/SLAB

T/FTG

PLAN

SEE

T/WALL

"C

L E

A R

SEE PLAN

#4 AT 16"OC VERT

#4 AT 12"OC HORIZ

#4 DOWEL AT 16"OC

W/ CLASS B LAP

AND ACI 90° HOOK

T/SLAB

NOTE: SEE 2/1-SS-201 FOR WALL

REINFORCING INFORMATION

ROUGHEN JOINT

M

IN

L

A P

EXISTING MAT FOOTING

DRILL AND ADHESIVE ANCHOR

DOWEL BARS MIN 12" INTO MAT

SEE PLAN

T/SLAB

T/WALL

BASEMENT

JOINT

2"SEISMIC

#4 DOWELS

AT 16"OC

2'-0"

M

IN

L

A P

GEOFOAM FILL,

SEE PLAN

T/FTG

HYMAN

HAYES

ASSOCIATES

800 Troy-Schenecady Road, Suite 103

Latham, NY, 12110

(518) 452-3470 www.hymanhayes.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

19-181

C U s e rs \z w e b b e r\ D o c u m e n ts

\V A

E D

S tr u c tu ra l_ z w e b b e r2 g m a il.

c o m .r v t

/1

/2

:3

:1

1-SS-201B

FOUNDATION DETAILS - DEDUCT ALTERNATE 5

(SLAB ON GRADE)

BUILD NEW EMERGENCY

DEPARTMENT

HOLLAND AVENUE, ALBANY, NY

528-809

March 18, 2022 JP ZW

100% FOR BID

20057

SCALE: 3/4" = 1'-0"1-SS-201B

1 CONCRETE GRADE BEAM ON DRILLED PIER DETAIL

SCALE: 3/4" = 1'-0"1-SS-201B

2 SECTION

SCALE: 3/4" = 1'-0"1-SS-201B

5 SECTION

SCALE: 3/4" = 1'-0"1-SS-201B

4 SECTION

SCALE: 3/4" = 1'-0"1-SS-201B

3 BEAM SECTION

SCALE: 3/4" = 1'-0"1-SS-201B

6 SECTION AT FOUNDATION WALL

SCALE: 3/4" = 1'-0"1-SS-201B

7 SECTION AT DOOR WITH FROST WALLS

SCALE: 3/4" = 1'-0"1-SS-201B

8 SECTION AT FOUNDATION WALL

SCALE: 3/4" = 1'-0"1-SS-201B

9 SECTION

SCALE: 3/4" = 1'-0"1-SS-201B

10 SECTION AT EXTERIOR PIER

Revisions: Date:

0' 2' 4' 8'

3/4" = 1'-0"

SCALE: 3/4" = 1'-0"1-SS-201B

11 SECTION AT FOUNDATION WALL

SCALE: 3/4" = 1'-0"1-SS-201B

12 SECTION AT FOUNDATION WALL

OPEN

T/SLAB

T/EXIST SLAB

LIGHTWEIGHT CONCRETE

TOPPING. SEE PLAN

(4)1"ø THREADED RODS WITH 1/4" x 3" SQUARE

PLATE WASHERS

1/4" x 3" SQUARE

PLATE WASHER WITH

OVERSIZED HOLES

EXISTING CONCRETE

ENCASED STEEL BEAM

HSS COL

CONTRACTOR TO FIELD VERIFY

AND COORDINATE WITH BASE

PLATE DIMENSIONS

3/4" BASE PLATE x 7".

FIELD VERIFY LENGTH

7"

DWGS

SEE ARCH

3/4" CHAMFER

T/ EXIST SLAB

T/SLAB

EXIST WAREHOUSE

ROOF CONC SLAB

#5 CONT

LW CONC. TOPPING,

SEE PLAN

EXISTING STEEL

FRAMING

TERMINATE BAR WITH

ACI 90° HOOK

EXISTING WAREHOUSE

ROOF CONCRETE SLAB

T/ EXIST SLAB

T/SLAB

EXISTING STEEL

FRAMING

T/ EXIST STL

FLASH PATCH AT DOOR

OPENING AS REQUIRED

LIGHTWEIGHT CONCRETE.

TOPPING, SEE PLAN

T/SLAB

T/SLAB

HSS COLUMN

DOWEL SIZE AND SPACING TO

MATCH WALL VERTICAL

REINFORCING. EMBED MIN

2'-0" INTO CONC SHEAR WALL

BOND BEAM AT ROOF

WITH (2)#4 CONT

T/WALL

HSS COLUMN

1-SS-202

1-SS-200

SIM

1-SS-202

T/WALL

T/STL

W14X34

CONCRETE PIER, SEE

FOUNDATION PLAN

AND 1-SS-203

CONCRETE SHEAR

WALL BEYOND, SEE

FOUNDATION PLAN

AND 5/1-SS-202

BOND BEAM

CORNER REINF,

SEE 9/1-SS-202

#4 VERT REINF BAR IN

GROUTED CORES, SEE

10/1-SS-202. SPACE BARS

AT 4'-0" OC MAX. ONE BAR

AT EACH END OF WALL

C L E

A R

C L E

A R

ACI 90° HOOK

2"CLEAR

GROUT TOP

COURSE SOLID

2-W1.7 HORIZONTAL JOINT

REINFORCEMENT (LADDER

TYPE) AT 16" OC

#4 STIRRUPS

AT 8"OC

C L

E A

R

T Y

P

"M

IN

A S

N E

E D

E D

C U

T C

O U

R S

E

BOND BEAM

GROUT BOND BEAM AND

CMU SOLID UP TO T/WALL

SEE ARCH DWGS FOR

SIZE AND LOC OF CMU

WALL W/ RESPECT TO

COLUMN CENTERLINE

CMU WALL

BENT PLATE 1/4"x4" LG

ALTERNATE ES OF CMU

WALL AT 4'-0" OC

6"

EXTEND VERT

REINF TO T/WALL

COMPRESSIBLE FILLER.

SEE ARCH DWGS

NOTE:

Y (SHADED) INDICATES NOTCH FACE SHELL (4" MAXIMUM) AS REQUIRED FOR

GROUTING. FILL SOLID WITH MORTAR ABOVE GROUT TO TOP OF CMU.

8"

Y

METAL DECK

CONT 12GA. PLATE. FASTEN TO

METAL DECK W/ #12 SCREWS AT

EACH FLUTE AT 1'-0" OC. EXTEND

1'-0" MIN EACH SIDE OF WALL FOR

CONNECTION TO DECK

3/16

TYP

C L

E A

R

T Y

P

"M

IN

A S

N E

E D

E D

C U

T C

O U

R S

E

BOND BEAM.

GROUT BOND BEAM AND

CMU SOLID UP TO T/WALL

8" CMU SHEAR WALL.

BENT PLATE 1/4"x6" LG

ALTERNATE ES OF CMU

WALL AT 4'-0" O.C.

8"

EXTEND VERT

REINF TO T/WALL

COMPRESSIBLE FILLER.

SEE ARCH DWGS

NOTES:

1. ** INDICATES FLANGE WIDTH PLUS 2 INCHES OR

WALL WIDTH + 1/2" (WHICHEVER IS GREATER).

ROOF BEAM

GROUT COURSE SOLID

1/2"ø ADHESIVE

ANCHOR, MIN 4" EMBED

DOUBLE ANGLE

LINTEL

BOND BEAM

NOTE:

1. SEE SCHEDULE AND LINTEL NOTES FOR LINTEL SIZES.

2. SEE LINTEL NOTES FOR ADDITIONAL INFORMATION

2 18

2 18

G

T/SLAB

BOND BREAK

#4 AT 16" OC DOWELS DRILL

AND ADHESIVE MIN 10" INTO

EXISTING FOOTING

#4 AT 16" OC VERT BARS

#4 AT 12" OC HORIZ BARS

M

IN

L A

P

L6x4x3/8 (LLV) WITH 1/2"ø

ADHESIVE ANCHOR AT

1'-0"OC. EMBED MIN 4"

INTO WALL

1/2" EXPANSION

JOINT MATERIAL

T/SLAB

STAIR LANDING

SLAB, SEE PLAN

SEE PLAN

T/EXIST FTG

EXISTING MAT

FOOTING

SEE PLAN

3/16 2-12

AFTER

ALIGNMENT

CONT 5/16" THICK BENT PLATE

WITH 6" VERTICAL LEG

1/2"ø ADHESIVE ANCHOR AT

1'-0" OC MAX. EMBED MIN 4"

INTO WALL

CORNER

BOND BEAM REINF

VERT REINF

PROVIDE 2'-0"x2'-0" CORNER

BAR AT OUTSIDE FACE

E Q

E Q

VERT BAR EACH

FACE

REBAR POSITIONER SPACING

BAR SIZE

#4

#5

#6

MAX VERTICAL SPACING

56 INCHES

64 INCHES

80 INCHES

2 3/4" COVER

AT 12" CMU,

2 1/2" COVER

AT 8" CMU

VERT BAR CENTERED

SECURE POSITION OF REINF

(INCLUDING LAP SPLICE) USING

WIRE REBAR POSITIONERS AT MIN

SPACING INDICATED IN TABLE

HYMAN

HAYES

ASSOCIATES

800 Troy-Schenecady Road, Suite 103

Latham, NY, 12110

(518) 452-3470 www.hymanhayes.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

19-181

C U s e rs \z w e b b e r\ D o c u m e n ts

\V A

E D

S tr u c tu ra l_ z w e b b e r2 g m a il.

c o m .r v t

/1

/2

:3

:1

1-SS-202

FIRST FLOOR SLAB DETAILS AT EXISTING &

MASONRY DETAILS

BUILD NEW EMERGENCY

DEPARTMENT

HOLLAND AVENUE, ALBANY, NY

528-809

March 18, 2022 JP ZW

100% FOR BID

20057

SCALE: 3/4" = 1'-0"1-SS-202

2 SECTION AT COLUMN BEARING

SCALE: 3/4" = 1'-0"1-SS-202

3 SECTION

SCALE: 3/4" = 1'-0"1-SS-202

4 SECTION

SCALE: 3/8" = 1'-0"1-SS-202

1 MASONRY AND CONCRETE SHEAR WALL ELEVATION

N.T.S1-SS-202

6 DETAIL AT TOP OF CMU WALL

N.T.S1-SS-202

7 DETAIL AT TOP OF CMU WALL

SCALE: 1 1/2" = 1'-0"1-SS-202

8 LINTEL SECTION

SCALE: 3/4" = 1'-0"1-SS-202

5 SECTION AT MASONRY SHEAR WALLN.T.S1-SS-202

9 BOND BEAM PLAN DETAIL

N.T.S1-SS-202

10 PLAN DETAIL- REINFORCING IN CMU CORES

0' 2' 4' 8'

3/4" = 1'-0"

CROSS TIES

TIES

(8) #6 VERT

90° HOOK

135° HOOK

P1

PIER NOTES:

1. TIES AND CROSS TIES ARE #4, TYPICAL UNLESS NOTED OTHERWISE. STAGGER 135°

HOOK LOCATION ON TIES. STAGGER 90° HOOK LOCATION ON CROSS TIES.

2. SEE 5/1-SS-201 FOR TIE/CROSS TIES SPACING AND SECTION AT PIERS.

3. CONTINUE WALL REINFORCING THROUGH PIERS.

4. SEE 1/1-SS-205 AND 2/1-SS-205 FOR BASE PLATE DETAILS AND ANCHOR ROD

INFORMATION. ALSO SEE BASE PLATE SCHEDULE ON THIS SHEET.

P2 P4

P3

(16) #6 VERT

1'-0" 1'-0"

WALL HORIZONTAL

REINFORCING W/ 90°

HOOK AT FACE OF PIER.

(8) #6 VERT

P5

P6

P7

P8

P9

/4

/4

3'-6 1/2"

7" 2'-11 1/2"

3'-1 1/2"

7" 2'-11 1/2"

P10

(16) #6 VERTICAL

PLAN

SEE 10"

S E

E P

L A

N

(8) #5 VERTICAL

S E E P

LA

N10"

(8) #5 VERTICAL 1

(8) #5 VERTICAL

EXISTING

CONCRETE WALL

ALIGN PIER FACE

W/ FACE OF WALL

EXISTING

CONCRETE WALL

SHELF

BRICK

P11

SEE PLAN 1'-0"

(14) #6 VERT

WALL HORIZONTAL

REINFORCING W/ 90°

HOOK AT FACE OF PIER.

P12

(12) #6 VERT

1'-4" 1'-4"

P13

1'-0" SEE PLAN 1'-0"

WALL HORIZ REINF

W/ 90° HOOK AT

FACE OF PIER.

(12) #6 VERT

P2A / P2B

PLAN

SEE

P2A

10"

(8) #5 VERT

HSS6x3

P14

SEE PLAN 1'-0"

(24) #6 VERT

HSS6x3

HSS8x8

P L A

N

S E

E S

E E

P L A

N

HSS8x8

P L A

N

S E

E

HSS6x3

SEE PLAN 1'-0"

P15

(12) #6 VERT

P2B

0"

(14) #6 VERT

HSS6x3

P16

P17

TIES. STAGGER

LAPS 180° ON

ALTERNATE TIES

(6) #6

C L A

S S

A

L

A P

1'-0" 1'-0"

S E

E P

L A

N

10"

PLAN

SEE 1'-0"

7" SEE PLAN 1'-0"

S E

E P

L A

N

P20

1'-0" 1'-0" 1'-0"

P19

S E

E P

L A

N

SEE PLAN

P21

P L A

N

S E

E

EXISTING

CONCRETE WALL

10"

PLAN

SEE 10"

S E

E P

L A

N

P L A

N

S E

E ø 2'-0"

HSS6x3

SEE PLAN 1'-0"

P18

(24) #6 VERT

P L A

N

S E

E

P22

1'-0" 1'-0"

EXISTING

CONCRETE WALL

P23

1'-0" SEE PLAN 1'-0"

(12) #5 VERT

S E

E P

L A

N

WALL HORIZONTAL

REINFORCING W/ 90°

HOOK AT FACE OF PIER.

90° HOOKED DOWEL.

SEE 1-SS-201 FOR

VERTICAL SPACING

P24

(DEDUCT

ALTERNATE)

(8) #6 VERT

1'-0" 1'-0"

2" SEISMIC JOINT/

RIGID INSULATION

EQ 2" EQ

(30) #6 VERT

(19) #6 VERT

WALL HORIZONTAL

REINFORCING W/ 90°

HOOK AT FACE OF PIER.

(11) #6 VERT

(7) #5 VERT

WALL HORIZONTAL

REINFORCING W/ 90°

HOOK AT FACE OF PIER.

(11) #6 VERT

3"

1'-3 1/2" 1'-3" 10"

(12) #6 VERT

SEE PLAN 2'-5"

S E

E P

L A

N

3"

/2

2'-5" 10"

S E

E P

L A

N S

E E

P L A

N

S E

E P

L A

N

3" 1'-3" 2'-5"

SHELF

BRICK

CONTINUE WALL REINF

THROUGH PIER

CORNER BAR

CORNER BAR (12) #6 VERTICALSEE PLAN

SEE PLAN

5 1/2"7 1/2"

/2

8"

3 1/2"

HYMAN

HAYES

ASSOCIATES

800 Troy-Schenecady Road, Suite 103

Latham, NY, 12110

(518) 452-3470 www.hymanhayes.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

19-181

C U s e rs \z w e b b e r\ D o c u m e n ts

\V A

E D

S tr u c tu ra l_ z w e b b e r2 g m a il.

c o m .r v t

/1

/2

:3

:1

1-SS-203

PIER DETAILS BUILD NEW EMERGENCY

DEPARTMENT

HOLLAND AVENUE, ALBANY, NY

528-809

March 18, 2022 JP ZW

100% FOR BID

20057

SCALE: 3/4" = 1'-0"1-SS-203

1 PIER DETAILS

0' 2' 4' 8'

PIER NOTES:

1. TIES AND CROSS TIES ARE #4, TYPICAL UNLESS NOTED OTHERWISE. STAGGER 135°

HOOK LOCATION ON TIES. STAGGER 90° HOOK LOCATION ON CROSS TIES.

2. SEE 5/1-SS-201 FOR TIE/CROSS TIES SPACING AND SECTION AT PIERS.

3. CONTINUE WALL REINFORCING THROUGH PIERS.

4. SEE 1/1-SS-205 AND 2/1-SS-205 FOR BASE PLATE DETAILS AND ANCHOR ROD

INFORMATION. ALSO SEE BASE PLATE SCHEDULE ON THIS SHEET.

P28

S E

E P

L A

N S

E E

P L A

N

S E

E P

L A

N

3"

1'-3" 10" 1'-7"

SHELF

BRICK

CONTINUE WALL REINF

THROUGH PIER

CORNER BAR

CORNER BAR

(18) #6 VERTICAL

SEE PLAN

SEE PLAN 2'-5"

CONTINUE WALL REINF

THROUGH PIER

(12) #6 VERT

P29

S E

E P

L A

N

2'-5" 10"

P27

1'-0" 10" SEE PLAN

(15) #6 VERT

P26

1'-0"SEE PLAN1'-0"

WALL HORIZ REINF

W/ 90° HOOK AT

FACE OF PIER.

P L A

N

S E

E

EXISTING

CONCRETE WALL

2" SEISMIC JOINT/

RIGID INSULATION

EQ 2" EQ

P25

(8) #6 VERT 4"

S E

E P

L A

N

SEE PLAN1'-0"

(8) #6 VERT

SEE PLAN 10"

P30

3"

HYMAN

HAYES

ASSOCIATES

800 Troy-Schenecady Road, Suite 103

Latham, NY, 12110

(518) 452-3470 www.hymanhayes.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

A/E:

19-181

C U s e rs \z w e b b e r\ D o c u m e n ts

\V A

E D

S tr u c tu ra l_ z w e b b e r2 g m a il.

c o m .r v t

/1

/2

:3

:1

1-SS-204

PIER DETAILS BUILD NEW EMERGENCY

DEPARTMENT

HOLLAND AVENUE, ALBANY, NY

528-809

March 18, 2022 JP ZW

100% FOR BID

20057

SCALE: 3/4" = 1'-0"1-SS-204

1 PIER DETAILS

0' 2' 4' 8'

B

W

2"2"

E Q

E Q

EQ EQ

ANCHOR RODS

SEE 3/1-SS-2031/4

TYP

W

B

THIS PLATE EDGE

TOWARD WALL

TYPE 1 TYPE 2 TYPE 3

EQ EQ

W

B

BASE PLATE NOTES

1. COORDINATE WITH FOUNDATION PLAN, FRAMING PLANS, AND PIER DETAILS FOR BASIC PLATE LOCATIONS AND ELEVATIONS

2. INSTALL BASE PLATES OVER 1/4" LEVELING PLATE (SAME SIZE AS BASE PLATE) AND +/- 3/4" NON SHRINK GROUT PAD SEE 2/1-SS-205

3. COAT BELOW SLAB BASE PLATES, ANCHOR RODS AND COLUMNS WITH COIL TAR EPOXY

THIS EDGE

TOWARD WALL

1 1/2" 2"

/2

/2

2"2"

P L A

T E

/4

"L E

V E

L

IN

G

3/16

AT BRACED

FRAMES

ONLY

PLATE WASHER WITH

STANDARD SIZE HOLE AS

INDICATED IN SCHEDULE

AT BRACED FRAMES ONLY

BASE PLATE HOLE AS

INDICATED IN

SCHEDULE

/4

"G R

O U

T

T/PIER OR FOOTING

EMBED DEPTH.

SEE ANCHOR

ROD SCHEDULE

HEAVY HEX NUT

BEARING PLATE SCHEDULE

MARK PLATE

THICKNESS

PLATE

LENGTH (L)

PLATE

WIDTH (W)

ANCHOR ROD

3/4" 11" 414"

BRGP-1

BRGP-2

3/4" 10" 414"

A

SEE NOTE 4

EMBED PLATE WITH HEADED

ANCHOR STUDS PER SCHEDULE (2)3/4"ø ERECTION

BOLTS HORIZ LONG

SLOTTED HOLES

WALL EMBED PLATE SCHEDULE

MAX END

REACTION

BEAM

DEPTH

WT6X25

LENGTH

EMBED PLATE

DIMENSIONS

T W H

HEADED ANCHOR

STUDS

DIA N1 N2

WELD A

21 K W12

W14

W18

22 K

35 K

0'-6"

0'-8"

0'-10"

3/4"

3/4"

3/4"

14"

14"

14"

0'-10"

0'-11"

1'-4"

3/4"

3/4"

3/4"

1/4"

1/4"

1/4"

NOTES:

1. SELECT EMBED PLATE CONNECTION BASED ON BEAM DEPTH.

2. HEAD ANCHOR STUD LENGTH = 3/4"ø x 0'-6".

3. EMBED PLATE SETTING TOLERANCE = ±2". SEE SPECIFICATIONS FOR ADDITIONAL

TOLERANCES.

4. PROVIDE 1"ø BLEED HOLES IN EMBED PLATE ON VERTICAL CENTERLINE AT 14"OC (MAX) FOR

H >1'-0". LOCATE HOLES 2" (MIN) FROM CLOSEST STUD.

5. WELD 'A' TO BE FULL LENGTH OF TEE WITH RETURN OF 2x'A' TOP AND BOTTOM. DO NOT WELD

ACROSS TOP OF TEE.

6. PROVIDE SHIMS BETWEEN TEE AND EMBED PLATE ONLY ON PRIOR…