President & CEO

M L K J I H G F E D.9 D C B A Lorraine Grillo

Board of Trustees
17' - 6" 15' - 8" 11' - 4" 27' - 0" 11' - 4" 15' - 8" 2' - 3 1/4" 24' - 8 3/4" 17' - 6" Chancellor Richard A. Carranza, Chairman
Curtis A. Harris
Emily A. Youssouf

F 21
FO204 Architecture & Engineering
E. Bruce Barrett, R.A. LEED A.P., Vice President
Elan R. Abneri, P.E., Senior Director, Design Consultant Management
Stanley Dahir, R.A., Director, Quality Control & Construction Support
María A. Gómez, P.E., LEED A.P., Senior Director, A&E In-House Design
George D. Roussey, P.E., LEED A.P., Director, Technical Standards
Stacey Spann-Thom, Director, Operations Support
F 20
FO203
Consultants:
F 19
0' - 11" 10' - 8" GRAVES-MMA JV ARCHITECTS, PLLC
FO203
3297-Studio B Route 66, Neptune, NJ 07753
F 22 T: 732.918.2300
F 16 F 16A F 17 F 18 F 19 FO204
FO203 FO203 FO203 FO203 FO203 YSRAEL A. SEINUK, PC
228 East 45th St., New York, NY 10017
T: 212.687.2233

F 3
LORING CONSULTING ENGINEERS, INC.
21 Pennsylvania Plaza, New York, NY 10001
S101
T: 212.563.7400

F 20
LANGAN ENG. & ENVIRON. SERVICES
FO203
25' - 2 1/4" 21 Pennsylvania Plaza, New York, NY 10001
1'-8"
T: 212.479.5400
1' - 4" RETAINING WALL
F 12
WALL
FO202 S 15
LONGMAN LINDSEY ACOUSTIC CONSULTANTS
F 2 S203 200 West 41st Street, Suite 1100 New York, NY 10036
F 11 F 11 F 19 T: 212.370.1776
S101
BRICK F 8 FO202 FO202 FO203

WALL
1' - 4"
SHELF
ROMANO GATLAND
0' - 4"

FO202
F 13 99 West Hoffman Avenue, Lindenhurst, NY 11757
SIM. #4@8" O.C. FO202 T: 631.226.7700
F 1A
F 1A UP DN X12'-0" F 10 6"x12" CORBEL FROM NOTES:
F 9 FO201 F 1A
FO201 1' - 0" FO201 FO202
RETAINING WALL 1 VERTICAL SYSTEMS ANALYSIS, INC.
FO202 WALL 1. TOP OF SLAB SHALL BE EL.= 0'-0" (53.45') U.O.N. SLAB SHALL BE 3 1/4" LT WT CONCRETE OVER 3"-18 GAGE GALVANIZED METAL DECK
W10X15 BP 307 West 36th Street, New York, NY 10018
W16X26 <11> W16X26 <11> (INTP) POST REINFORCED WITH 6x6-W2.9xW2.9 WWF. THE PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH THE PROPERTIES OF CMC-USDECK T: 212.989.5525
P1 30k W18X35 <15> 30k 55k W27X84 <25> 55k 26k W18X35 <17> 26k FY= 40KSI, MAXIMUM UNSHORED 2 SPAN CONDITION = 13.78 FEET FOR A 6.25” LIGHTWEIGHT (115PCF) COMPOSITE SLAB.
1 1 BP BP BP BP 20k 20k 1A. SLAB CONSTRUCTION SHALL CONSIST OF 4" TOPPING SLAB REINFORCED WITH 4x4-W2.9xW2.9WWF OVER INSULATION OVER
STAIR A VJ ASSOCIATES
3' - 9"

STAIR B

35k
35k
40k
WATERPROOFING OVER 4 1/2" LW CONCRETE SLAB REINFORCED WITH 4x4-W2.9xW2.9WWF OVER 3"-18 GAGE GALVANIZED METAL
72k

63k
56k

35k

45k
(INTP)

74k
20k W16X26 20k W12X19 S 4 P1 W16X26 <11> HSS12X6X3/8 DECK.
W16X26 <11>
35k

35k
100 Duffy Avenue, Suite 301, Hicksville, NY 11801

40k

46k

48k
W12X19
35k
10' - 0"

1.1
35k

W10X15 <11>
S201 P1 2. FOR SLAB REINFORCEMENT SEE TYPICAL DETAILS ON S400 SERIES. ALL OPENINGS NOTED SHALL HAVE 2-#5 T&B ALL T: 516.932.1010
P1 ADDITIONAL
20k

2" -0' - 2"

-2' - 1" 4-#4@6" O.C. 2" HSS12x6x1/2 AROUND AS SHOWN ON TYPICAL DETAIL AS WELL AS ADDITIONAL REINFORCEMENT SHOWN ON PLAN. METAL DECK FOR OPENINGS
#10/#9 BARS
5' - 7"

W12X19 T/STL C4X5.4 INDICATED IS NOT TO BE CUT BUT TO BE BLOCKED OUT FOR COMPLETE POUR DECK TO BE CUT IN MIN OF 7 DAYS AFTER POUR.
X10'-0" 8' - 0" AT CORBEL W12X19 <9> (INTP)
2'-1"

EL.= -2' 7 1/4" (INTP) 3. FOR SUPERSTRUCTURE SECTIONS SEE 200 SERIES DRAWINGS.
SEE SECTION 1
T/STL EL.= -0'-8 1/4" 1 4. FOR SUPERSTRUCTURE TYPICAL DETAILS SEE 400 SERIES DRAWINGS.
1.3 1 W12X19 <18>

(INTP)
5. FOR GENERAL NOTES AND LEGEND SEE DRAWINGS S001 & S002.

W12x22 <17>
2'-1"
20k 20k W10X15 6. FOR COLUMN SCHEDULE AND TRUSS DETAILS SEE 300 SERIES DRAWINGS.

HSS18X6X1/2 (INTP)
S 4 1 1
7. FOR EXTENT AND DEPTH OF DEPRESSION SEE ARCH. DRAWINGS.
W12x22 <17>

W21X57
2"
CONTRACT DOCUMENTS

T/STL EL.= -0'-8 1/4"

(INTP)
W21X68 [1 1/4"]
8. U.O.N. ON PLAN R-15k FOR W10x15, W12x16, & W12x19 BEAMS.

W12x22 <17>
S201 S 4

(INTP)
9. CANT. INDICATES CANTILEVERS SIZE IS THE SAME SIZE AS THE BACK SPAN.
W18X35 <38> [1 1/2"]

S201
W18X35 <60> [1 1/2"]

W18X60 <79> [1 1/4"]

W18X40 <76> [1 1/4"]

W18X40 <76> [1 1/4"]

W18X40 <76> [1 1/4"]
W18X35 <55> [1 1/4"]
W18X55 <72> [3/4"]
T/STL EL.= -0'-8 1/4"
W18X35 <38> [1 1/4"]

W18X35 <38> [1 1/2"]

10. ALL BEAMS UNDER CONCRETE AND METAL DECK ARE COMPOSITE AND RECEIVE ONE 3/4" STUD @ 1'-0" O.C. U.O.N. ON PLAN THUS <...>.

TRUSS #2
W18X35 <38> [1 1/4"]

F 1A NOTE 2 F 2
HSS12X4X5/16 11. FOR SLAB EDGE AND OPENINGS LOCATION SEE DRAWINGS A100-A106. ALL BEAMS ARE LOCATED 1/2 FLANGE + 2" BACK FROM SLAB EDGE
19' - 2"

FO201 20k W12X19 <18> 20k FO201

2'-0"

U.O.N. ON PLAN.

T/STL EL.= -0'-8 1/4"

NOTE: Drawing may be printed at reduced scale

20k
W24X68 <38>
20k

20k 20k 20k 20k 12. U.O.N. ALL BEAMS ARE EQUALLY SPACED IN A BAY.

TRUSS #3
W12X26 <11> 13. PROVIDE LT. WT. CONCRETE FILL TO ACHIEVE RAISED FLOOR SHOWN ON ARCHITECTURAL DRAWINGS.
W8x31 <11> 20k W8x31 <11> 20k 14. PROVIDE 3/8" FULL DEPTH BEAM STIFFENERS (B.S.) WHERE STRINGER ATTACHES OR BEARS ON BEAM.
IT IS A VIOLATION OF THE STATE EDUCATION LAW SECTION 7209 (2) FOR ANY PERSON TO
ALTER AN ITEM IN ANY WAY UNLESS SUCH PERSON IS ACTING UNDER THE DIRECTION OF A
S 37 S 4 LICENSED PROFESSIONAL ENGINEER, AND THE ENGINEER STAMPS SUCH CHANGES

W12x22
S205 S201 15. PROVIDE P1 HSS6x4x3/8.
9' - 8 3/8"

42k

50k
W12X19 <9> 16. ALL EXPOSED STEEL BEAMS, COLUMNS AND ALL ASSOCIATED COMPONENTS ARE TO BE GALVANIZED, PRIMED AND PAINTED. ALL STEEL
W12X19 <10> 20k W12X19 <18> 20k W12X19 <11>
2 T/STL EL.= -0'-8 1/4" SHALL BE SHOP PRIMED AND PAINTED WITH SAME SHOP/SPECIFIED PIGMENT. NO EXCEPTIONS.
45k W18X46 <62> [1"]

W12X19 <12> 17. CONTRACTOR TO COORDINATE BEAM OPENINGS LOCATIONS AND QUANTITIES AS REQUIRED PER FULL BUILDING SYSTEMS

18k
S 4 COORDINATION. GC & CONTRACTOR ARE RESPONSIBLE TO PLACE OPENINGS TO ALLOW SYSTEMS DESIGNED TO FALL WITHIN THE LIMITS OF

W16X26 <10>
T/SLAB

W12X19
WALLS, CEILINGS, FLOORS, ETC.
EL.= 0'-0"

W10X15
F 2
10' - 0"

S201

45k
40k

40k
40k
F 1A 2" 18. GC TO PROVIDE ADDITIONAL HSS12x4X5/16 4'-0' BELOW TOP OF SLAB ON EACH FLOOR IF REQUIRED BY ELEVATOR MANUFACTURER.THIS
2" FO201
W10X22 W10X22 HSS TO CONNECT/BEAR ON CMU WALL. COORDINATE ACCORDINGLY.
FO201
TRUSS #5 19. FOR WALL REINFORCEMENT SEE SHEET S408.
39k

S 23
48k
S 23
TRUSS #4
43k

62k
P P
60k

39k
39k

39k

18k

40k
S203 S203 20. ALL STAIRS TO BE SUPPORTED BY BEAMS PROVIDED. ANY SLAB EXTENDING INTO THE STAIR OPENING BEYOND THE BEAM FLANGE IS TO
92k W18x97 <46> 92k 76k W18X76 76k 77k W18X71 <84> 77k W18X50 <40> [3/4"] 46k W18X71 52k BE SUPPORTED AND DETAILED BY THE STAIR MANUFACTURER AS PART OF THE STAIRS. ANY ADDITIONAL STEEL NOT SHOWN ON THE
3 T/STL EL.= -0'-8 1/4" 55k W18X40 <27> [1"] 56k DRAWINGS TO CREATE A FULLY FUNCTIONAL STAIRS IS TO BE PROVIDED BY STAIR MANUFACTURER AT NO ADDITIONAL COST TO THE
W10X15

55k 56k

30k
48k
50k

21k

21k
48k

21k
48k

21k
48k

40k

OWNER. STAIR MANUFACTURER TO COORDINATE WITH ARCHITECTURAL DRAWINGS AS WELL AS STRUCTURAL STEEL FABRICATOR.
32k
32k

7' - 8"

21k
40k

21k
21k
P INDICATES HSS 6x4x3/8 POST DOWN TO CELLAR FLOOR. 1 01/30/2019 ADDENDUM

W18X40 <45> [3/4"]

21.
T/STL EL.= -0'-8 1/4"

W12X19
TRUSS #1

F 1A - 09/14/2018 ISSUED FOR BID

W16X26 <28> [3/4"]

W12X19 <9>
W16X26 <28> [3/4"]
W16X26 <28> [3/4"]
T/STL EL.= -0'-8 1/4"
W16x36 <44> [3/4"]

T/STL EL.= -0'-8 1/4"

FO201 22. (INTP) INDICATES INTUMESCENT PAINT. No. Date Description

23. U.O.N. DESIGN THE CONNECTIONS FOR ALL HSS FOR 30K VERTICAL AND 30K HORIZONTAL (SERVICE LOADS)
19' - 2"

1'-3 1/8"

W16x36 <41> [3/4"]

W12X19 <9> S 6
W12X26 (H) 4. P5 INDICATES HSS4x4x1/2. N

W16X26 <28> [3/4"]

W16x36 <28> [3/4"]
W16X26 <28> [3/4"]

W16X26 <28> [3/4"]

S201 Key Plan:
W16X26 <28> [3/4"]

W16X26 <28> [3/4"]

W16X26 <28> [3/4"]
W16X31 <28> [3/4"]

W16X26 <28> [3/4"]

W16X26 <28> [3/4"]

W16X26 <28> [3/4"]

W16X26 <28> [3/4"]

W10X33 (L) EL.= -3'-2 3/4"
4' - 10" W10X15
4' - 10" 20k 20k
P5 P5 4TH AVE
W12X26

0"

3'-6"
F 26
W12X16 <10>
W12X26
2' - 8"

2' - 8"

FO204 F 3
1'-3 1/8"
3.8 W12X19 <9> 2" 2"
FO201
W12X16 <10>
10' - 9" 10' - 9"
9' - 4"

32k
32k

32k W18X35 <25> PROPERTY LINE

32k

30k
F 1A S 5
S 36 3'-6"
T/STL EL.= -0'-8 1/4"
70k

S201
48k

21k
21k
3' - 0"

70k

FO201 S205 S 5A
50k

48k

21k
48k
48k

21k
21k
21k

21k
10 P5
4

36TH ST

34TH ST
P5 "
" 10 S201
10"

BP BP BP BP BP BP BP BP BP BP
1' - 6 1/4"

NOTE 1A 4' - 10"

4' - 10" W12x26

F 1 F 26 F 24 F 1 F 26 F 1 F 26
F 25 P.S. 671
F 26 FO204
FO201 FO204 FO204 FO201 FO204 FO201 FO204
FO204 F 1 F 1
FO201 FO201
5TH AVE

S 1 FIRST FLOOR FRAMING PLAN Block #693 Lot # 39

S101
SCALE: 1/8" = 1'-0" SCA Design Manager: SELIM OZALP, R.A.
0 4 16 FT
1/8" = 1'-0" I H G.7 G Project Architect/Engineer: SUSAN BACAS, PE

Discipline Lead: SUSAN BACAS, PE

Designer: REINALDO ROJAS

Drawn by: YOGESH TAILOR

25' - 2 1/4" 1'-8"
RETAINING WALL Checked by: SUSAN BACAS, PE
11' - 4" 27' - 0"
LLW No.: Facility Code: Date:
F 12
1' - 4"
WALL
0' - 8" FO202
106889 K671 09/14/2018
WALL ABOVE
WALL
1' - 0"
0' - 4" 0' - 4" Project:
BRICK SHELF SHELF
K J P.S. 671, BROOKLYN
F 11
NEW BUILDING
17' - 6"
WALL BELOW

WALL BELOW

FO202
Address:
SHELF
1' - 4"

1' - 4"
0' - 4"

840 5TH AVE

0' - 4" 0' - 8" T.O. WALL EL.= 55.14' (*)
F 8 F 13 BROOKLYN, NY 11232
FOUNDATION WALL

BRICK SHELF WALL ABOVE FO202 FO202

Drawing Title:
13' - 6"

SIM.
0' - 4"

1' - 4"

#4@8" O.C. FIRST FLOOR FRAMING PLAN

WALL ABOVE

SHELF

F E UP F 10
0' - 4"

DN 2'-0"x2'-0"
CORBEL

12'-0"
0' - 8"

2' - 0"

F 1A FO404 FO202
F 1A DEEP CORBEL 6"x12" CORBEL FROM
8' - 2 1/4"

FO201 F 9 F 1A
FO201 RETAINING WALL
52.12' FO202 FO201 1' - 0"
6"x12" DEEP FACE OF WALL
6' - 6"

WALL
CORBEL BELOW
3' - 10"

BP
1 1
1' - 4"

BP BP 27' - 0" BP
0' - 6"
4-#4 ADD'L.

2-#4 ADD'L.
2-#4 ADD'L.
10'-0" MIN.

10'-0" MIN.
10'-0" MIN.

0' - 8"
4-#4 ADD'L.

2'-0" 6' - 0" ADDITIONAL 2-#10 + 2-#9 CONT. AT

#10/ #9 CONT. BARS AT WALL BELOW CORBEL
CORBEL SECTION
Drawing No.:

2/4/2019 8:38:22 AM
F 2 PART PLAN 1/4" = 1'-0"
0 2 8 FT
F 3 PART PLAN - RAMP/STAIRS 0 2 8 FT
S101.00
S101
SCALE: 1/4" = 1'-0" S101
1/4" = 1'-0" Sheets in Contract Set:
SCALE: 1/4" = 1'-0" 269 of 421

Sheets in DOB Set:

249 of 332