President & CEO

Lorraine Grillo

Board of Trustees
Chancellor Richard A. Carranza, Chairman
Curtis A. Harris
Emily A. Youssouf

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

Consultants:

GRAVES-MMA JV ARCHITECTS, PLLC

3297-Studio B Route 66, Neptune, NJ 07753
T: 732.918.2300
M L K J I H G F E D.9 D C B A
YSRAEL A. SEINUK, PC
228 East 45th St., New York, NY 10017
T: 212.687.2233

0' - 11" 10' - 8" 17' - 6" 15' - 8" 11' - 4" 27' - 0" 11' - 4" 15' - 8" 2' - 3 1/4" 24' - 8 3/4" 17' - 6" 10' - 8" 0' - 11" LORING CONSULTING ENGINEERS, INC.
21 Pennsylvania Plaza, New York, NY 10001
T: 212.563.7400

LANGAN ENG. & ENVIRON. SERVICES

21 Pennsylvania Plaza, New York, NY 10001
T: 212.479.5400

LONGMAN LINDSEY ACOUSTIC CONSULTANTS

200 West 41st Street, Suite 1100 New York, NY 10036
T: 212.370.1776

S 25
S 3 ROMANO GATLAND
S204
S201 99 West Hoffman Avenue, Lindenhurst, NY 11757
S 3 T: 631.226.7700
S 3 S 39 S201
S201 S205 7' - 3" 7' - 3" 1' - 11" (INTP) VERTICAL SYSTEMS ANALYSIS, INC.

0' - 11"
HSS8X6X1/2

0' - 11"
1 SEE TRUSS #2 SEE TRUSS #3
0' - 11"

S 1 307 West 36th Street, New York, NY 10018

(INTP) S305
1 T/STL EL.= 9'-8" S305 1
0' - 1"

(INTP) S201 1 T: 212.989.5525

HSS12X6X1/2 (INTP) HSS12X6X1/2 (INTP) HSS12X6X1/2
23k 32k 50k 50k 58k 58k 49k 49k 30k 30k
1 T/STL EL.= 9'-8" T/STL EL.= 9'-8" VJ ASSOCIATES

HSS8X6X1/2
NOTE 23
W18X35 <18> W24X68 <26> W24X76 <39> W18X35 <15> W24X68 <26> W18X35 <17>

(INTP)
3' - 9"

3' - 9"
W10X15 <10>
32k

32k
32k

38k

50k

29k

29k
29k
4' - 0"
STAIR B

54k
100 Duffy Avenue, Suite 301, Hicksville, NY 11801
79k

32k

29k
32k

29k

27k
78k

47k

W10X15 <11>
(INTP) P1 HSS8X6X1/2 HSS8X6X1/2 T: 516.932.1010
W18X35 W18X35
1.1 HSS8X6X1/2 P1
H1 T/STL EL.= 9'-0 3/4" P1
P1
T/STL EL.= 9'-0 3/4"
1 S 4
37k

37k
T/STL EL.= 8'-5 5/8" HSS6x4x1/2"
5' - 7"

W12X19 <9> C4X5.4

BOT. OF STEEL S201 STAIR B STAIR A
STAIR C EL.= 10'-8 3/8"
(INTP)

W12X16
1.3 S 19

W27X84 [1"]
S 4

HSS18X6X1/2 [3/4"]
(INTP)
S203

TRUSS #3
W12X19 <9>
S201 W10X15
W10X15
1
(INTP)
NOTE 2 CONTRACT DOCUMENTS
HSS18X6X1/2 [1/2"]

S 4

NOTE 23
W12X16

(INTP)
S 19 W12X16 S201 S 4
S 38

W18X35 <38> [1 1/2"]

W18X40 <38> [1 1/2"]

W18X35 <38> [1 1/4"]

W18X35 <38> [1 1/2"]

W18X35 <38> [1 1/2"]

W18X35 <38> [1 1/2"]

W18X35 <38> [1 1/2"]

W18X35 <38> [1 1/2"]

W18X35 <38> [1 1/2"]

W18X35 <38> [1 1/2"]

W18X35 <38> [1 1/4"]

W18X35 <38> [1 1/4"]

TRUSS #2
S203

W18X55 <48> [3/4"]

S205 S201

W10X15

(INTP)
W24X68 <76>

NOTE: Drawing may be printed at reduced scale

19' - 2"

HSS12X4X5/16 W12X26 <11>

W12X26 <11> W12X16 W12X26 <11> 20k 20k IT IS A VIOLATION OF THE STATE EDUCATION LAW SECTION 7209 (2) FOR ANY PERSON TO
W12X16 ALTER AN ITEM IN ANY WAY UNLESS SUCH PERSON IS ACTING UNDER THE DIRECTION OF A
S 19A LICENSED PROFESSIONAL ENGINEER, AND THE ENGINEER STAMPS SUCH CHANGES
S 22 S 4
S 22 S 22 S203
W10x19

W10x19
DETAIL S203 S201

W10x19
S203
37k

S203
K/S401 DETAIL

40k

41k

37k
W12X19 <9> K/S401
2 W14X22

20k
W12X19 <12> W14X22
20k

S 4
W16X26 <10>

EQ EQ

W16X26 <10>
W12X19 <10>
T/SLAB S201 0' - 6"
10' - 0"

NOTE 23
W10X15
S 1
EL.= 14'-0"
S 1 S201
20k

60k

34k

S201

32k
40k

57k
34k
34k

32k

32k
0' - 6" TRUSS #4
34k

34k

37k

32k

42k
32k

20k
65k W18X60 <36> [3/4"] 68k 51k W18X76 <25> 51k 46k W18X40 <27> [3/4"] 46k 44k W18X35 <42> [1"] 44k 52k W18X46 <38> [1"] 52k TRUSS #5
3 49k 49k
W10X15

W10X15
W12X16
21k

21k

21k

21k

21k

21k

21k

21k

21k

21k
W10X15

21k
21k

35k
31k
21k
34k

31k

1 01/30/2019 ADDENDUM
EQ

W12X16 - 09/14/2018 ISSUED FOR BID

W12X16 NOTE 2
W12X16 No. Date Description
20k W16X26 <27> 20k W10X15
19' - 2"

W12X19 <9> W12X19 <9> Key Plan: N

W16X26 <28> [3/4"]

W16X26 <28> [3/4"]

W16X26 <28> [3/4"]

W16X26 <28> [3/4"]

W16X26 <28> [3/4"]

W16X26 <28> [3/4"]

W16X26 <28> [3/4"]

W16X26 <28> [3/4"]

W16X26 <28> [3/4"]

W16X26 <28> [3/4"]

W16X26 <28> [3/4"]

W16X26 <28> [3/4"]

W16X26 <28> [3/4"]

S 2
W16x36 <27> [1"]
W16x36 <27> [1"]

W24X68 <28>
EQ
TRUSS #1

S201

NOTE 23
4TH AVE
S 2 30k W16x36 <27> 30k
S201
P5 H H H H H P5
3.8 W12X19 <9>
HSS6X4X1/2

HSS6X4X1/2
HSS6X4X1/2

HSS6X4X1/2

HSS6X4X1/2

W12X19 <9>
12' - 2"

PROPERTY LINE
9' - 4"

P5 P5
31k
34k

21k

35k
21k

31k

21k
MC8X20
21k

21k

21k

21k

21k

21k

21k

21k

21k

25k

36TH ST

34TH ST
44k W24X62 <26> 44k 44k W24X55 <32> 44k 70k W16x100 <54> 70k W24X55 <35> W24X55 <30> W24X62 <28>
4 H H H H H 43k 43k 43k 43k 43k 43k
/2

HS
X1

S6
X4

X4
S6

S 1
X1
HS

P.S. 671
/2

S201 S 7
5' - 2" 3' - 4" 5' - 0" 3' - 4" 5' - 2"
S201

HSS6X12X1/2 S 26 5TH AVE

S204

Block #693 Lot # 39

S 1 SECOND FLOOR FRAMING PLAN 0 4 16 FT
S102 1/8" = 1'-0" SCA Design Manager: SELIM OZALP, R.A.
SCALE: 1/8" = 1'-0"
Project Architect/Engineer: SUSAN BACAS, PE

Discipline Lead: SUSAN BACAS, PE

NOTES:
H G.7 G
Designer: REINALDO ROJAS
1. TOP OF SLAB SHALL BE EL.= 14'-0" (67.45') U.O.N. SLAB SHALL BE 3 1/4" LT WT CONCRETE OVER 3"-18 GAGE GALVANIZED METAL DECK
REINFORCED WITH 6x6-W2.9xW2.9 WWF. THE PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH THE PROPERTIES OF CMC-USDECK FY= Drawn by: YOGESH TAILOR
40KSI, MAXIMUM UNSHORED 2 SPAN CONDITION = 13.78 FEET FOR A 6.25” LIGHTWEIGHT (115PCF) COMPOSITE SLAB.
2. FOR REINFORCEMENT, SEE TYPICAL DETAILS ON S400 SERIES. ALL OPENINGS NOTED SHALL HAVE 2-#5 T&B ALL 27' - 0" Checked by: SUSAN BACAS, PE
AROUND AS SHOWN ON TYPICAL DETAIL AS WELL AS ADDITIONAL REINFORCEMENT SHOWN ON PLAN. METAL DECK FOR OPENINGS
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. LLW No.: Facility Code: Date:
3. FOR SUPERSTRUCTURE SECTIONS SEE 200 SERIES DRAWINGS.
4. FOR SUPERSTRUCTURE TYPICAL DETAILS SEE 400 SERIES DRAWINGS. 106889 K671 09/14/2018
5. FOR GENERAL NOTES AND LEGEND SEE DRAWINGS S001 & S002.
6. FOR COLUMN SCHEDULE AND TRUSS DETAILS SEE 300 SERIES DRAWINGS. HSS8X4X3/8
7. FOR EXTENT AND DEPTH OF DEPRESSION SEE ARCH. DRAWINGS. Project:
8. U.O.N. ON PLAN R-15k FOR W10x15, W12x16, & W12x19 BEAMS. H H H H H
9. CANT. INDICATES CANTILEVERS SIZE IS THE SAME SIZE AS THE BACK SPAN.
P5 P5
P.S. 671, BROOKLYN

W16x36 <27> [1"]

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 <...>.
11. FOR SLAB EDGE AND OPENINGS LOCATION SEE DRAWINGS A100-A106. ALL BEAMS ARE LOCATED 1/2 FLANGE + 2"BACK FROM SLAB EDGE 3.8 NEW BUILDING
U.O.N. ON PLAN. HSS6X4X1/2

HSS6X4X1/2

HSS6X4X1/2

HSS6X4X1/2

HSS6X4X1/2
12. U.O.N. ALL BEAMS ARE EQUALLY SPACED IN A BAY.
Address:

12' - 2"
13. PROVIDE LT. WT. CONCRETE FILL TO ACHIEVE RAISED FLOOR SHOWN ON ARCHITECTURAL DRAWINGS.
14. PROVIDE 3/8" FULL DEPTH BEAM STIFFENERS (B.S.) WHERE STRINGER ATTACHES OR BEARS ON BEAM. 840 5TH AVE
TO P5 POST
4' - 10"
9' - 4"

4' - 10" BROOKLYN, NY 11232

1' - 6 1/4"

15. PROVIDE P1 HSS6x4x3/8. P5 P5 Drawing Title:

HSS8X4X3/8
16. ALL EXPOSED STEEL BEAMS, COLUMNS AND ALL ASSOCIATED COMPONENTS ARE TO BE GALVANIZED, PRIMED AND PAINTED. ALL STEEL
SHALL BE SHOP PRIMED AND PAINTED WITH SAME SHOP/SPEC'D PIGMENT. NO EXCEPTIONS. W16x100 <54>
SECOND FLOOR FRAMING
17. CONTRACTOR TO COORDINATE BEAM OPENINGS LOCATIONS AND QUANTITIES AS REQUIRED PER FULL BUILDING SYSTEMS
COORDINATION. GC & CONTRACTOR RESPONSIBLE TO PLACE OPENINGS TO ALLOW SYSTEMS DESIGNED TO FALL WITHIN THE LIMITS OF
4 H H H H H PLAN
WALLS, CEILINGS, FLOORS, ETC.
/2

HS
18. GC TO PROVIDE ADDITIONAL HSS12x4X5/16 4'-0' BELOW TOP OF SLAB ON EACH FLOOR IF REQUIRED BY ELEVATOR MANUFACTURER. THIS
X1

S6
X4

HSS TO CONNECT/BEAR ON CMU WALL. COORDINATE ACCORDINGLY.

X4
S6

X1
19. FOR WALL REINFORCEMENT SEE SHEET S408.
HS

/2
20. ALL STAIRS TO BE SUPPORTED BY BEAMS PROVIDED. ANY SLAB EXTENDING INTO THE STAIR OPENING BEYOND THE BEAM FLANGE IS TO
BE SUPPORTED AND DETAILED BY THE STAIR MANUFACTURER AS PART OF THE STAIRS. ANY ADDITIONAL STEEL NOT SHOWN ON THE
DRAWINGS TO CREATE A FULLY FUNCTIONAL STAIRS IS TO BE PROVIDED BY STAIR MANUFACTURER AT NO ADDITIONAL COST TO THE 5' - 2" 3' - 4" 5' - 0" 3' - 4" 5' - 2"
OWNER. STAIR MANUFACTURER TO COORDINATE WITH A DRAWINGS AS WELL AS STRUCTURAL STEEL FABRICATOR.

21. PROVIDE H HSS6x4x3/8. HSS6X12X1/2

22. ALL LINTELS, WEATHER BRICK OR PRE-CAST MUST BE COORDINATED WITH ARCHITECTURAL DRAWINGS PRIOR TO SUBMITTING SHOP S 26
DRAWINGS. ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE AOR AND EOR. S204
23. PROVIDE FULLY GROUTED 6" CMU TO ACHIEVE 3 HR FIRE-RATING.
24. (INTP) INDICATES INTUMESCENT PAINT. Drawing No.:

2/4/2019 8:38:28 AM
25. U.O.N. PROVIDE 30K HORIZONTAL AND 30K VERTICAL FOR ALL HSS CONNECTIONS.

26. P5 INDICATES HSS4x4x1/2. S 3 CANOPY PART PLAN S102.00

S102
SCALE: 3/16" = 1'-0" Sheets in Contract Set:

0 4 16 FT 270 of 421
3/16" = 1'-0"
Sheets in DOB Set:
250 of 332