1 2 3

20'-83/8 23'-6
V.I.F V.I.F

15'-1
V.I.F
B

17'-35/8
V.I.F
C

REF#E2302

18'-4
V.I.F

D
18'-7
V.I.F

E
14'-0
V.I.F

REF#E2303
22'-1
V.I.F

G
16'-0
V.I.F

H
13'-0
V.I.F

REV. DATE DESCRIPTION BY CHK

B 06/01/2023 ISSUED FOR RE APPROVAL RMK SKG
A 04/26/2023 ISSUED FOR APPROVAL RMK SKG
I PROJECT:

ASPCA QUEENS CVC

36-02 14TH STREET QUEENS, NY 11106
CONTRACTOR: DESIGNER/OWNER:

- -
FABRICATOR: MAT. SPEC.: HOLES:
N.A. N.A.
H&L IRON WORKS PAINT: WELDING:
N.A. N.A.
11-25 BROADWAY ASTORIA
718-204-1298 DRAWN BY: DATE DRWN:
RMK 05/26/2023
PROJECT NORTH OVERALL MEDICAL CEILING COLUMN FRAMING PLAN - PRIOR TO FABRICATION, DRAWINGS SHOULD BE
DESCRIPTION:
OVERALL MEDICAL CEILING COLUMN PLAN
JOB No.

-
CHCKD BY:
SKG
DATE CHKD:
06/02/2023
REF.DWG.NO: 2/S102 APPROVED BY ARCHITECT OR PROFESSIONAL DRG No.
ENGINEER.
- VERIFY ALL DIMENSIONS WITH ARCHITECT OR
SCE DETAILING GROUP INC.
PROFESSIONAL ENGINEER. 2165 5th Avenue Ronkonkoma, NY 11779 E2301
SCE JOB NO.: - TEL.#(718)-502-9461 FAX#(718)-502-9462
 1 2 3
20'-83/8 23'-6
V.I.F V.I.F
2
7'-55/8 7'-55/8 7'-55/8 7'-55/8 7'-55/8 7'-55/8 7'-31/8

E2306

E
1 B2307 W8X18

4'-0
BR2306 L3X3X 1/4

BR2304 L3X3X 1/4

B2305 W8X18
D C2304 HSS4X4X 3/8
E D
E2306 E2306 E2306
EX.BEAM

EX.BEAM

EX.BEAM

EX.BEAM

EX.BEAM
5'-41/2

EX.BEAM
5'-15/8 2'-4

D
4'-91/2

E
B2304 W8X18

BR2303 L3X3X 1/4

4'-0

E2306 SIM.
D D
B2303 W8X18
18'-7
V.I.F

BR2305 L3X3X 1/4

C2303 HSS4X4X 3/8

1
1'-45/16 6'-11/4
EX.BEAM

EX.BEAM

EX.BEAM

EX.BEAM
EX.BEAM
EX.BEAM

E
E2306 SIM.

EX.BEAM
E
MATCH LINE

SEE E2303
PROJECT NORTH ENLARGED MEDICAL CEILING COLUMN FRAMING PLAN
REF.DWG.# 2/S102

REV. DATE DESCRIPTION BY CHK

B 06/01/2023 ISSUED FOR RE APPROVAL RMK SKG
APPROVER NOTE: A 04/26/2023 ISSUED FOR APPROVAL RMK SKG

1 PLEASE VERIFY AND CONFIRM THE CLOUDED MEDICAL COLUMN LOCATING PROJECT:

DIMENSION THAT WE FOLLOWED IS ACCEPTABLE.

ASPCA QUEENS CVC
2 PLEASE VERIFY THE CLOUDED EXISTING BEAM LOCATING DIMENSION . VIF 36-02 14TH STREET QUEENS, NY 11106
CONTRACTOR: DESIGNER/OWNER:

- -
FABRICATOR: MAT. SPEC.: HOLES:
N.A. N.A.
H&L IRON WORKS PAINT: WELDING:
N.A. N.A.
11-25 BROADWAY ASTORIA
DRAWN BY: DATE DRWN:
718-204-1298 RMK 05/26/2023
DESCRIPTION: JOB No.
CHCKD BY: DATE CHKD:
- PRIOR TO FABRICATION, DRAWINGS SHOULD BE ENLARGED MEDICAL CEILING COLUMN PLAN - SKG 06/02/2023
APPROVED BY ARCHITECT OR PROFESSIONAL DRG No.
ENGINEER.
- VERIFY ALL DIMENSIONS WITH ARCHITECT OR
SCE DETAILING GROUP INC.
PROFESSIONAL ENGINEER. 2165 5th Avenue Ronkonkoma, NY 11779 E2302
SCE JOB NO.: - TEL.#(718)-502-9461 FAX#(718)-502-9462
 1 2 3

SEE E2302
20'-83/8 23'-6
V.I.F V.I.F
2
7'-55/8 7'-55/8 7'-55/8 7'-55/8 7'-55/8 7'-55/8 7'-31/8

MATCH LINE

F
EX.BEAM

5'-55/8 2'-0

EX.BEAM
4'-13/8
E2304 (TYP.)
B2302 W8X18
B 1 1
BR2301 L3X3X 1/4 1'-45/16
C2302 HSS4X4X 3/8
22'-1
V.I.F

1
E2304 (TYP)

P2303 PL1/2"X11 B
A A C2306 HSS4X4X 3/8
4'-6

E2304 E2304 B2306 W8X18

BR2305 L3X3X 1/4

C C
BR2307 L3X3X 1/4

4'-7
E2306 E2306
B2302 W8X18 C2301 HSS4X4X 3/8 1
BR2307 L3X3X 1/4
P2303 PL1/2"X11 B B2306 W8X18
5'-85/8

E2304
EX.BEAM
EX.BEAM

EX.BEAM

EX.BEAM
EX.BEAM
2'-107/8
A A BR2305 L3X3X 1/4
E2304 E2304
C C
E2306 C2305 HSS4X4X 3/8 E2306

G
B
E2304 (TYP)
5'-71/2

BR2301 L3X3X 1/4

6'-111/8
P2303 PL1/2"X11

B2302 W8X18 C2302 HSS4X4X 3/8

C2306 HSS4X4X 3/8

B2306 W8X18
A A
BR2307 L3X3X1/4
16'-0

4'-6
V.I.F

E2304 E2304 C BR2305 L3X3X 1/4 C 3

BR2301 L3X3X 1/4 E2306 E2306

4'-7
C2301 HSS4X4X 3/8
BR2307 L3X3X 1/4

B2306 W8X18
A B2302 W8X18 A
E2304 E2304
P2303 PL1/2"X11 BR2305 L3X3X 1/4
C C
4'-57/8
EX.BEAM

EX.BEAM
EX.BEAM
EX.BEAM

EX.BEAM

E2306 C2305 HSS4X4X 3/8 E2306 EX.BEAM

1 APPROVER NOTE:
P2303 PL1/2"X11
H B2306 W8X18 1 1 PLEASE VERIFY AND CONFIRM THE CLOUDED MEDICAL COLUMN LOCATING
2'-75/8

B2302 W8X18
DIMENSION THAT WE FOLLOWED IS ACCEPTABLE.
3'-91/8

C2306 HSS4X4X 3/8

C2302 HSS4X4X 3/8 2 PLEASE VERIFY THE CLOUDED EXISTING BEAM LOCATING DIMENSION . VIF
BR2301 L3X3X 1/4
BR2307 L3X3X1/4

BR2302 L3X3X 1/4

BR2305 L3X3X 1/4
3 MEDICAL CEILING BEAM WILL CLASH ON NEW RTU FRAMING,PLEASE CONFIRM MOVING W8X18
C C GOING SOUTH TO AVOID CLASHING IS CORRECT, OTHERWISE PLEASE FURNISH DIMENSION FOR NEW
BEAM/POST BELOW.
4'-7

E2306 E2306
A A BR2307 L3X3X 1/4
BR2302 L3X3X 1/4
4'-6

E2304 E2304
13'-0
V.I.F

B2306 W8X18
C2301 HSS4X4X 3/8
BR2305 L3X3X 1/4
C C
BR2301 L3X3X 1/4 C2305 HSS4X4X 3/8
E2306 E2306
A A
EX.BEAM
EX.BEAM

EX.BEAM
EX.BEAM
EX.BEAM

B2302 W8X18
EX.BEAM

E2304 E2304
REV. DATE DESCRIPTION BY CHK
P2303 PL1/2"X11 B 06/01/2023 ISSUED FOR RE APPROVAL RMK SKG
A 04/26/2023 ISSUED FOR APPROVAL RMK SKG

I PROJECT:

ASPCA QUEENS CVC

36-02 14TH STREET QUEENS, NY 11106
CONTRACTOR: DESIGNER/OWNER:

- -
FABRICATOR: MAT. SPEC.: HOLES:

H&L IRON WORKS

N.A. N.A.
PROJECT NORTH ENLARGED MEDICALCEILING COLUMN FRAMING PLAN PAINT:
N.A.
WELDING:
N.A.
11-25 BROADWAY ASTORIA
718-204-1298 DRAWN BY: DATE DRWN:
RMK 05/26/2023
DESCRIPTION: JOB No.
CHCKD BY: DATE CHKD:
- PRIOR TO FABRICATION, DRAWINGS SHOULD BE ENLARGED MEDICAL CEILING COLUMN PLAN - SKG 06/02/2023
APPROVED BY ARCHITECT OR PROFESSIONAL DRG No.
ENGINEER.
- VERIFY ALL DIMENSIONS WITH ARCHITECT OR
SCE DETAILING GROUP INC.
PROFESSIONAL ENGINEER. 2165 5th Avenue Ronkonkoma, NY 11779 E2303
SCE JOB NO.: - TEL.#(718)-502-9461 FAX#(718)-502-9462
 SEE PLAN

DET. 2
4
1'-0 WALL PLATE PL1/2"X11 X 0'-11
EX.BEAM
PLATE PL3/8"X4 X 0'-6
WP BEAM ANGLE L4X3-1/2X3/8
W8X18
BEAM W8X18
BEAM W8X18

1/2

2
DET. 1 4
TYP 4
1/4

TYP PLATE PL1/4"X4 X 0'-10 1/2 1/2

6
3/16
W(1) 1/2Ø A307 1'-4 Shop weld
ERECTION BOLT
(TYP.) (U.N.O.) 2
WP WP 11/2 61/2 61/2 11/2
2

11/2
3/
1 4

BR
4

COLUMN HSS4X4X 3/8

AC
4
1 3/

EA
3 /4 4

NG
1

61/2
TYP

LE
1 1/4

L3

1'-4
VIF
X3
2'-3 2'-3

8'-01/8
12

X
1 /4

7'-9

61/2
613/16 VIF
1-1/2"Ø A325N_BOLT

8'-01/8
1
Post and plate only -
everything else by

BR
COLUMN HSS4X4X 3/8

/4
X1
others

11/2
AC
X3

COLUMN HSS4X4X 3/8

E
L3

AN
E
GL

GL
SECTION 3a -3a

AN

E
4

L3
E
Cloud elevation with PLATE PL1/4"X4 X 0'-10

AC

X3
note that approver W(1) 1/2Ø A307

X
BR

12

1 /4
1/2

12
EX.CMU WALL MUST confirm BO ERECTION BOLT
Plate elevation (TYP.) (U.N.O.) NUT 3/4_HEAVY_HEX_NUT
711/16 4 (TYP) COLUMN HSS4X4X 3/8
WP Cloud elevation with note 711/16
4 that approver MUST confirm WASHER 3/4_WASHER
BO Plate elevation
EL.+10'-77/8 1/2 WP TYP
(TYP)
B.O.P 3/16
6

3a 3a
WP
EL.+10'-77/8 BASE_PLATE
9

1/2
BASE_PLATE PL3/4"X16 X 1'-4 4 PL3/4"X16 X 1'-4
B.O.P

6
BASE_PLATE
PL3/4"X16 X 1'-4

9
4 BASE_PLATE
THREADED_ROD

9
PL3/4"X16 X 1'-4 4
RB3/4
DET. 3

CEILING V.I.F
CEILING V.I.F SECTION B - B
SECTION A - A E2303
E2303

CEILING V.I.F
DETAIL 3
VIF 2a (TYP.)BASEPLATE CONNECTION SET-UP

1/2 GAP 11
GAP 1/2
21/2 11/2 4 4 11/2
BEAM W8X18
1

21/2

11/2

APPROVER NOTE:
31/2

1 PLEASE CONFIM THE CLOUDED DIMENSION.

3

PLATE 2 PLEASE CONFIRM THE NUMBER OF HOLES AND BOLT SPACING DIMENSION.
11

EX.CMU WALL
8

3/8" shear
tab per RFI PL3/8"X4 X 0'-6
W(2) 3/4Ø A325 BOLTS 3 PLEASE CONFIRM USING ANGLE IN LIEU OF SHEAR TAB CONNECTION IS ACCEPTABLE
3 BEAM W8X18 WALL PLATE 4 PLEASE CONFIRM BRACE WORKING POINT DIMENSION IS CORRECT OTHERWISE PLEASE ADVISE
PLATE PL1/2"X11 X 0'-11
11/2

ANGLE L4X3- 1/2X3/8 W(4) 3/4"Ø HAS-E RODS

PL3/8"X4 X 0'-6
W(2) 3/4Ø A325N BOLTS EX.BEAM W(2) 3/4Ø A325 BOLTS 6 3/4" EMBEDMENT WIH HY270

WALL PLATE BEAM W8X18

3 SIDES TYP
1/4 PL1/2"X11 X 0'-11
1/4 W(4) 3/4"Ø HAS-E RODS
6 3/4" EMBEDMENT WIH HY270 SECTION 2a - 2a
DETAIL 1 DETAIL 2
(TYP.)NEW BEAM TO EXIST BEAM CONNECTION (TYP.)NEW BEAM TO EXIST WALL CONNECTION

2a REV. DATE DESCRIPTION BY CHK

B 06/01/2023 ISSUED FOR RE APPROVAL RMK SKG
A 04/26/2023 ISSUED FOR APPROVAL RMK SKG
Field verified as
existing C7x9.8. Refer PROJECT:
to RFI 06 and
response sketch
SKS-009 for revised
ASPCA QUEENS CVC
36-02 14TH STREET QUEENS, NY 11106
connection CONTRACTOR: DESIGNER/OWNER:

- -
FABRICATOR: MAT. SPEC.: HOLES:

H&L IRON WORKS

N.A. N.A.
PAINT: WELDING:
N.A. N.A.
11-25 BROADWAY ASTORIA
718-204-1298 DRAWN BY: DATE DRWN:
RMK 05/26/2023
DESCRIPTION: JOB No.
CHCKD BY: DATE CHKD:
- PRIOR TO FABRICATION, DRAWINGS SHOULD BE SECTIONS - SKG 06/02/2023
APPROVED BY ARCHITECT OR PROFESSIONAL DRG No.
ENGINEER.
- VERIFY ALL DIMENSIONS WITH ARCHITECT OR
SCE DETAILING GROUP INC.
PROFESSIONAL ENGINEER. 2165 5th Avenue Ronkonkoma, NY 11779 E2304
SCE JOB NO.: - TEL.#(718)-502-9461 FAX#(718)-502-9462
 SEE PLAN

SEE PLAN ANGLE L4X3-1/2X3/8 SEE PLAN

1'-0 4'-0
1'-4
EX.BEAM EX.BEAM ANGLE L4X3-1/2X3/8 EX.BEAM
1'-45/16 1'-0 3
EX.BEAM WP
ANGLE L4X3-1/2X3/8 BEAM W8X18 BEAM W8X18 BEAM W8X18
WP 3
BEAM W8X18

WP

1/2
ANGLE L4X3- 1/2X3/8

1/2

1/2
2

2
2
PLATE PL1/4"X4 X 0'-10 TYP.
TYP 2 1/4 TYP. 2
1/4 TYP. W(1) 1/2Ø A307 1/4
PLATE PL1/4"X4 X 0'-10 3/16 PLATE PL1/4"X4 X 0'-10
ERRECTION BOLTS
W(1) 1/2Ø A307 W(1) 1/2Ø A307
ERRECTION BOLTS ERECTION BOLTS
13/4
TYP TYP.
3/16
3/16

1 3/
COLUMN HSS4X4X 3/8
4

BR

/4
3X 1
AC
/4
X1

EA
X3

X
L3
L3

NG

E
1

LE
VIF

GL
LE
12
G

12
AN
AN
VIF

L3
VIF

8'-01/8
COLUMN HSS4X4X 3/8

E
X3
CE

COLUMN HSS4X4X 3/8

713/16

8'-01/8
7'-9
8'-01/8

AC
1

X
63/8
A

1 /4

BR
7'-9

BR

12
1 1 3/
4
65/16

4 Cloud elevation
Cloud elevation with 2 4 with note that
4 approver MUST
Cloud elevation with note that approver 2 confirm BO Plate
note that approver MUST confirm BO PLATE PL1/4"X4 X 0'-10 elevation
MUST confirm BO 2 Plate elevation W(1) 1/2Ø A307 PLATE PL1/4"X4 X 0'-10
Plate elevation PLATE PL1/4"X4 X 0'-10 ERECTION BOLTS W(1) 1/2Ø A307
W(1) 1/2Ø A307 WP 3 ERECTION BOLTS
ERECTION BOLTS
3 WP

1'-2
3 WP EL.+10'-77/8 1/2

1'-2
EL.+10'-77/8
1'-0

B.O.P

6
EL.+10'-77/8 1/2 1/2
B.O.P
6

6
B.O.P

9
DET. 3 BASE_PLATE
9

9
PL3/4"X16 X 1'-4 BASE_PLATE
E2304
PL3/4"X16 X 1'-4
DET. 3
BASE_PLATE E2304
PL3/4"X16 X 1'-4 DET. 3
CEILING V.I.F E2304
CEILING V.I.F
SECTION C - C SECTION D - D CEILING V.I.F
E2303 E2302
SECTION E-E
E2302

APPROVER NOTE:

1 PLEASE CONFIRM THE CLOUDED DIMENSION.

2 PLEASE CONFIRM PLATE SIZE IS CORRECT OTHERWISE PLEASE ADVISE

3 PLEASE COMFIRM BRACE WORKING POINT DIMENSION IS CORRECT,

OTHERWISE PLEASE ADVISE

REV. DATE DESCRIPTION BY CHK

A 06/01/2023 ISSUED FOR APPROVAL RMK SKG

PROJECT:

ASPCA QUEENS CVC

36-02 14TH STREET QUEENS, NY 11106
CONTRACTOR: DESIGNER/OWNER:

- -
FABRICATOR: MAT. SPEC.: HOLES:

H&L IRON WORKS

N.A. N.A.
PAINT: WELDING:
N.A. N.A.
11-25 BROADWAY ASTORIA
718-204-1298 DRAWN BY: DATE DRWN:
RMK 05/26/2023
DESCRIPTION: JOB No.
CHCKD BY: DATE CHKD:
- PRIOR TO FABRICATION, DRAWINGS SHOULD BE SECTIONS - SKG 06/02/2023
APPROVED BY ARCHITECT OR PROFESSIONAL DRG No.
ENGINEER.
- VERIFY ALL DIMENSIONS WITH ARCHITECT OR
SCE DETAILING GROUP INC.
PROFESSIONAL ENGINEER. 2165 5th Avenue Ronkonkoma, NY 11779 E2306
SCE JOB NO.: - TEL.#(718)-502-9461 FAX#(718)-502-9462