ADDENDUM NO.: 1 IFB or RFP NO.: Bid No. 616 Project: NYCCT ...

ADDENDUM NO.: 1 IFB or RFP NO.: Bid No. 616 Description: Furnish, Deliver and Install Bleachers Project: NYCCT Bid Opening Date: October 4, 2018

Specifics of the Addendum: Questions and Answers with attachments as part of the RFI process and a due date extension. QUESTION: The shop drawings that were provided with the bid documents do not show a wall attachment detail for

Bank A. Will Bank A be getting attached to the wall at all or is this bank intended to be a freestanding unit that gets attached to the floor only? Please provide Bleachers as per see A-101, A-641, RFI-711r1 and Specification Section 12 66 00. Copies are attached.

QUESTION: The shop drawings that were issued with the bid documents call out the wheelchair spaces as

permanent truncations. The specs call the wheelchair spaces out as retractable meaning that these spaces could be used as standard seating when a wheelchair space is not required. Can you please confirm if the wheelchair spaces should be permanent cut-outs or retractable truncations? The retractable truncations would provide the facility with more flexibility.

See response to Item No. 1 QUESTION: Can you provide an approximate timeframe for when you would like the bleachers installed?

Can you provide an approximate timeframe for when you would like the bleachers installed? QUESTION: The shop drawings show end panels and bank A. However, the end panel material is not called out on

the either the shop drawings nor the in the specs. Can you please confirm if end panel material should be plywood or panelam? The shop drawings show end panels and bank A. However, the end panel material is not called out on the either the shop drawings nor the in the specs. Can you please confirm if end panel material should be plywood or panelam?

EXTENSION: The bid due date has been extended from October 4, 2018 to October 11, 2018

All other terms and conditions of the original Invitation for Bids or Request for Proposals shall remain the same.

RFI Transmittal

Perkins Eastman | 115 FIFTH AVENUE NEW YORK NY 10003 United States

Page 1 of 1

PROJECT: CUNY New Academic BuildingCUN-901

DATE SENT: 12/4/2015

SUBJECT: RFI 711R1 - Basketball Goals & Stands

RFI ID: 711R1

TYPE: RFI TRANSMITTAL ID: 05711

ACTION: Answered VIA: Info Exchange

FROM

NAME COMPANY EMAIL PHONE

Lara Guerra Perkins Eastman [email protected] (646) 225-6217

TO

NAME COMPANY EMAIL PHONE

Luis Medina Sciame Construction, LLC [email protected] 212-232-2200

RFI Transmittal

Sciame Construction | 14 Wall Street 2nd Floor New York NY 10005 United States

Page 1 of 2

PROJECT: DATE SENT: 11/11/2015CUNY New Academic BuildingCUN-901

RETURN BY: 11/18/2015

SUBJECT: RFI 711R1 - Basketball Goals & Stands

RFI ID: 711R1

TYPE: RFI TRANSMITTAL ID: 10460

PURPOSE: To Answer VIA: Info Exchange

QUESTION: As per the response to RFI 711 there is 1 fixed and 1 telescoping stand. Please confirm on which side the fixed stand and the telescoping stand should be installed as well as the drawings confirming said locations. A-641 shows a retractable bleacher on the south side of the Gymnasium, please reference drawings indicating fixed stands and their location.

SUGGESTION:

FROM

NAME COMPANY EMAIL PHONE

Luis Medina Sciame Construction [email protected] 212-232-2200

TO

NAME COMPANY EMAIL PHONE

Jennifer Hiraldo Perkins Eastman [email protected]

Lara Guerra Perkins Eastman [email protected] (646) 225-6217

Mindy No Perkins Eastman [email protected] (212) 353-7366

Paul Cheevers Perkins Eastman [email protected]

Richard Rapoport Perkins Eastman [email protected] (646) 225-6275

DESCRIPTION OF CONTENTS

QTY DATED TITLE NUMBER

1 11/11/2015 RFI 711 - Basketball Goals & Stands.pdf

RFI TransmittalDATE: 11/11/2015

ID: 10460

Page 2 of 2

COPIES:

Meghan Mulgrew (CUNY) Paul Cipriani (CUNY) Pravin Patel (CUNY) Vincent Demaio (The City University of New York) Anthony Primiani (Sciame Construction) Darrin McIntyre (Sciame Construction) Frank Kelley (Sciame Construction) Melissa Steeves (Sciame Construction) Snigdha Mittal-Pullara (Sciame Construction)

RFI Transmittal

Page 1 of 1

The RFI was closed without being responded to.

PROJECT NAME: CUNY New Academic BuildingPROJECT NUMBER: CUN-901CLOSED BY: Luis MedinaDATE: 11/11/2015ACTION: ClosedID: 711QUESTION: Please advice if fixed stands are required, they are included in the

specs but the drawings only show telescoping stands. Please also confirm the number of Basketball Goals required.

SUGGESTION:DESCRIPTION/REMARKS:

Pending response (Answered) from: Lara Guerra (Perkins Eastman)Remarks:

PROVIDE 1 FIXED AND 1 TELESCOPING.CONTRACT DOCUMENTS SHOW 2 BASKETBALL GOALS; PROVIDE NUMBER SHOWN ON CONTRACT DOCUMENTS.

Response (Answered) from: Lara Guerra (Perkins Eastman)Remarks:

SCALE:

SEAL

PROJECT TITLE:

DRAWING TITLE:

DOB No: 320375839

PAGE: OF -

DOB BSCAN STICKER

BROOKLYN, NY 11201

PROJECT TITLE:

PROJECT No: 32130.00

CITY TECH

BUILDING

ACADEMIC

285 JAY STREET

KEY PLAN

NO. REVISIONDATE

CONSTRUCTION DOCUMENTS

21 Penn, Plaza, 360 31st Street, 8th Floor

BALMORI ASSOCIATES833 Washington St, 2nd FloorNew York, NY 10014 Tel: 212 431 8616

New York, NY 10001 Tel: 212 479 5400

WSP CANTOR SEINUK

JAROS BAUM & BOLLES

New York, NY 10017 Tel: 212 687 9888228 East 45th Street, 3rd Floor

New York, NY 10005 Tel: 212 530 930080 Pine Street

MEP and FP Engineers:

Landscape Designer:

Structural:

CUNY THE CITY UNIVERSITY OF NEW YORK555 West 57th Street

LANGAN

New York, NY 10019 Tel: 212 541 0468

Civil / Site:

Owner:

47 Water StreetS. Norwalk, CT 06854 Tel: 203 299 0830

Cline Bettridge Berstein

New York, NY 10010 Tel: 212 741 328030 West 22nd Street, 4th Floor

Lighting Design:

Van Deusen & Associates7 Penn Plaza, Suite 404

Shen, Milson & Wilke

Theatre Projects Consultants

New York, NY 10016 Tel: 212 725 6800417 Fifth Avenue

New York, NY 10001 Tel: 212 868 9090

Theater Consultant:

IT and Acoustical Consultant :

Vertical Transporation:

ALT Cladding Limited

141 Thomson Road, Wanchai, Hong Kong Suite 2203-2204 Tai Yip Building

Façade Consultant:

Cerami & Associates, Inc.

New York, NY 10018 Tel: 212 370 1776404 Fifth Avenue

Audiovisual Consultants:

Acoustic Dimensions

New Rochelle, NY 10801 Tel: 914 712 1300145 Huguenot Street, Suite 406

Entek Engineering, LLC

Hackensack, NJ 07601 Tel: 201 820 2801166 Ames Street

Façade Maintenance:

HM WHITE SITE ARCHITECTS107 Grand Street, 6th FloorNew York, NY 10013 Tel: 212 868 9411

Landscape Architect:

Kroll Security Group

New York, NY 10016 Tel: 212 593 1000600 Third Avenue

Security Consultant:

GYMNASIUM

DETAILS

AS NOTED

A-641.00XX

LOW WALL SECTION DETAIL - BASE

1

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

LOW WALL PLAN DETAIL

3

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

LOW WALL SECTION DETAIL - HEAD

2

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

SECTION THRU SOFFIT - GYMNASIUM

4

SCALE : 1/4" = 1'-0"

CUSHIONED WALL PAD DING

11

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

BASKETBALL BACKSTOP - FRONT FOLD, BACK BRACED

7

SCALE : 1/4" = 1'-0" FRONT ELEVATION

BASKETBALL BACKSTOP - FRONT FOLD, BACK BRACED

8

SCALE : 1/4" = 1'-0" SIDE ELEVATION

BASKETBALL BACKSTOP - FRONT FOLD, BACK BRACED

9

SCALE : 1/4" = 1'-0" FRONT ELEVATION

BASKETBALL BACKSTOP - FRONT FOLD, BACK BRACED

10

SCALE : 1/4" = 1'-0" SIDE ELEVATION

ACOUSTICAL WALL PANEL MOUNTING ELEVATION

5

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

ACOUSTICAL WALL MOUNTING DETAIL

6

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

ACOUSTICAL CEILING PANEL DETAILS

12

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

ENLARGED DETAILS

12A

SCALE : NTS

ENLARGED DETAILS

12B

SCALE : NTS

01/24/2013

1BLTN. NO. 63

07/07/2016

07/07/2016 BULLETIN NO. 631

NOTE: 1/8" X 1" ASPHALT PAINTED FLAT STRAP HANGER - NOT TO EXCEED 4-6" O.C.

RUN SCREW UNTIL FLANGE COMES IN CONTACT WITH THE FIBERGLASS OR SPACER TOUCHES PLATE

1 j' CARRYING CHANNEL 0 4-6" O.C. —

© © © 10-2" f 1 r~

7^ <j>^ <j>^ CEILING GRID L- METAL FURRING CHANNEL CLIP • 9

,641 SCREWS 7T - +

4 j " © _ J

^p 10-0" K) 'Vh. W36X800 W36X135 W44X230 W44X335 7^ 7^ 1" THICK ACOUSTICAL WALL

PANEL - SEE DETAILS AND ELEVATIONS

To

ACOUSTICAL CEILING PNAEL 2-0" WIDE ( 6-0" LONG) 21-3" SEE STRUCTURAL

DWGS FOR STEEL 7^ 6-6" 6

7^ /K SIZE FACE OF CONC. 7 7 o WALL 9 5/8" THICK CMU OR

CONCRETE WALL- SEE STRUCTURAL DRAWING FOR RE-BAR INFO - PAINTED EXPOSED AREA

3 y2" O.D. PIPE OR AS REQ'D - TOP OF PIPE IS 6" BELOW FINISHED CEILING

<o STL SUPPORT - SEE STRUCT ^

=C ACOUTICAL METAL CEILING —

2 y2" X 1 RECTANGULAR SWAY BRACING

o J CO LU "1 r-

TOP OF PADDING TO ALIGN WITH TOP OF DOOR FRAME - TYPICAL

L_

•?© LU

ADJUSTABLE HANGER FOR PRECISELY PLUMBING BACKSTOP

i" GALVANIZED AIRCRAFT CABLE FOR HOISTING UNIT IN FOLD POSITION

1 < 11-0" "S^-cr CL ^ 7^ 7^ 9-4"

7^ 7* J

V 10-7" TO FIN WALL 10-1" / /

7^ 7^ / COORDINATE PIPE LENGTH

/ / 6 %" O.D. STEM / PANEL GRID / WITH / Perkins Eastman £ / ACOUSTICAL PANEL

ON CONCRETE WALL - SEE ELEVATION -

DUCTWORK LOCATION

o Ul / CD SCREWS & / o V) Q. / CL 115 FIFTH AVENUE NEW YORK, NY 10003 T. 212.353.7200 F. 212.353.76 76

/ t I O / F= Q O / 1 g" O.D. TELESCOPING BACKBRACE ASSEMBLY -

A < / 3 LU S EE o BACKBOARD SAFETY PADDING

=i LU cd z 7 o < Cd / Q_ / Q / Q / A LU 2 / o 7

Q. O 2" THICK CUSHIONED

WALL PADDING ALL 11 11 2" THICK CUSHIONED

WALL PADDING, TYP. -SEE SPECS

8 ACOUSTICAL CEILING PNAEL

a * 7" ,641 ,641 CO Q SIDES i i "i r-

•V CO m L_

CM O o c :z: ^2 CO LU CL

£ =C IO o

To ui § Q.

<2 o WALL OUTLET zsz <

LU

O co

PANEL WIDTH In to z VENTED BASE -SEE TR-01/A811.DWG

WOOD FINISH FLOOR -SEE SPEC; ANCHORED SYSTEM

7^ => o

0 CO o v> t s

A4" O 4 4- 4 A 4 < <* 4 a-

A

<7" .

4 j O 13.3 13 J is . 4 <h 4

Cd a. Ul a

1 © © in 7 7-3" TV 7^ 7^ ,641 4 M 4 A-4</ £ 4 < A

•jsassbs SEE STRUCTURAL DWGS FOR STEEL

HVAC DUCTWORK - SEE MECH DRAWING FOR

INF0MATI0N 4 W44 CONCRETE SLAB -SEE STRUCTURAL DRAWINGS

SEE STRUCTURAL DRAWINGS FOR W-TYPE

SIZE T~~> 6'-6" 1 '-0" / •

^ / 3-6" 1 j" DIA. STEEL POST

AT EVERY 48" O.C., H0RZ. RAILING AT 2 EQUAL SPACING SECURED TO STEEL BASE PLATE - PAINTED

i To 7

3 y2 O.D. PIPE OR AS REQ'D - TOP OF PIPE IS 6" BELOW FINISHED CEILING

T

BOTTOM OF STEEL BEAM BEYOND - SEE STRUCTURAL DRAWINGS

t

5 JS'L co i • o t I lo HtT^-i nj ro CO I I ACOUTICAL

METAL CEILING -

16x36 io II FOLDED STORAGE POSITION

ACOUSTICAL METAL PANEL CEILING SYSTEM - SEE SPECS

o ;|!i^ : 4> 2 y2 x 1 i"

RECTANGULAR SWAY BRACING

GALVANIZED AIRCRAF CABLE FOR HOISTING UNIT IN FOLD POSITION

5 A O 11-0" < Q- 10-1" 9-4"

.,ui;ii'-« — CORNER BEAD . PTDQVBCEIIINO

00 ©©C7 7* 7^ c

Z) o -J V FACE OF ACOUSTICAL

PANEL ON MASONRY LU 0 STEEL BASE PLATE

WELDED TO POST • GWB TO GWB STEP / ^7 I DUCTWORK ENCLOSURE

FACE LAYER: §" ABUSE RESISTANT GWB

I" FURRING CHANNELS @ 16" O.C. WITH 1

COLD ROLLED CHANNELS @ 4-6"

O.C. SYSTEM.

/ CM / WALL / 8 in • <'A /

y4" GALVANIZED \ AIRCRAF \ CABLE FOR HOISTING UNIT IN FOLDED POSITION

/ o CELLAR 01 U- 6 %" O.D. STEM F= / C0NT. STEEL CHANNEL CAP SECURED TO TUBE POST - PAINTED -

o i / EL. -18'-0" / -«j LU

: o / Q LU Ul WOOD BLOCKING

AS REQUIRED / ACOUSTICAL PANEL

ON CONCRETE WALL - SEE ELEVATION

& & =i £ / ui Q. / Od o Ul / Q o o u u / ES CM 7-0" o o /

: / SQ 7^ LU LU 1 7/8" O.D. REAR

BRACED WITH ADJUSTABLE HINGED SLEEVE

A O TOP OF STEEL iz =i ll6'-4" CLEAR CORRIDOR 7.

a / i\, p

<

co / <n / / o / o o o CM 4 4" In p p 4

2" THICK CUSHIONED WALL PADDING ALL

— CUSHIONED PADS -SEE ELEVATION

11 11 © CM o BLEACHER SIDE ONE LAYER OF 5/8" GYPSUM WALL BOARD -ABUSE RESISTANT TYPE - PAINTED

ft ft 7" ,641 ,641 C0RRD0R SIDE

TWO LAYERS OF 5/8" GYPSUM WALL BOARD WITH BOTH LAYERS ABUSE RESISTANT TYPE - PAINTED

ro ft SIDES DOOR BEYOND -SEE PLAN FOR LOCATION

1 i" DIA. STEEL RAILING - PAINTED T-\ SEE SPEC FOR

BACKBOARD AND GOAL TYPE

7^ CM CM lo

% RETRACTABLE BLEACHER - SEE SPECS FOR MORE INFORMATION

<o KJ Q. MEi o S2

i Q 4 CEILING SUSPENDED, FORWARD FOLD TO 28' ATTACHMENT

o

\mhT Q CO 4 3 ft 1 In cn

F ZD FINISH FLOOR - SEE SPECS FOR MORE INFORMATION

HEIGHT, REAR -BRACED UNIT MODEL 90917-000 BY PORTER

m o 2 CO 1 1 t 1 ao

I CELLAR 02 • A - ^5 ^5 EL. - 35-0" 7T Z

"A 4 J A 4- • 4 £4 -

11'-10%" BLEACHER - FULLY OPEN POSITION =C

^2 LU =C

_l

< Cd

BLEACHER CORRIDOR LU > o SIDE SIDE co

I oo

L 5" X 5" TUBE STEEL WITH 1/2 BASE PLATE BOLTED TO CONCRETE o 5» ,©i"

7^7^"

LU 1 ACOUSTICAL PANEL - SEE ELEVATIONS FOR PANEL SIZES

6" 8 SLAB 7^ FACE OF CMU OR CONCRETE WALL -SEE PLAN FOR LAYOUT 1 THICK ACOUSTICAL PANEL

^^ o oo 5" '0ST 4-5/8" DIA. HILTI KWIK BOLT II,

EMBEDMENT IS 4" LINE OF CEILING 7^

d

CORRIDOR FACE OF CMU OR CONCRETE WALL -SEE PLAN FOR LAYOUT FACTORY MOUNTED "Z" CLIP

WALL MOUNTED "Z" CLIP WITH SCREWS

=! LU Z O LU SIDE HSS 5" X 5" POST

@ 4-0" O.C.

=C © '4 FACTORY MOUNTED "Z" CLIP

WALL MOUNTED "Z" CLIP -

z 1=1 FACTORY MOUNTED "Z" CLIP

C0RRD0R SIDE TWO LAYERS OF 5/8" GYPSUM WALL BOARD WITH BOTH LAYERS ABUSE RESISTANT TYPE

A C0RRD0R SIDE TWO LAYERS OF 5/8" GYPSUM WALL BOARD WITH BOTH LAYERS ABUSE RESISTANT TYPE

* A A O

A A A A, LU

Ki Cd O LU Z A A <c 1 Cd LU A VENTED BASE -SEE

TR-01/A811.DWG-FINISHED MATERIAL RETURN I

O ,641 ADHESIVE APPLIED BEFORE INSERTING INTO PANEL

o LU V--Z FACE OF CMU OR CONCRETE WALL -

SEE PLAN FOR LAYOUT < VENTED BASE -SEE

TR-01/A811.DWG

WOOD FINISH FLOOR -SEE SPECS FOR MORE INFORMATION

r ~ PANEL BACK r ~i \4 CL

4-5/8" DIA. HILTI KWIK BOLT II, EMBEDMENT IS 4"

-VlVrV^-mw MEEl IF CLIP COMES LOOSE DURING SHIPPING APPLY CONSTRUCTION ADHESIVE AND REINSERT BASE CLIP

MEi I=I A A A A

O

A A ON PANELS 36" AND UNDER IN EITHER DIRECTION THE Z-CLIPS WILL BE LOCATED 3" FROM THE EDGE.

© A A

*—ICN C\l

LOCATE "Z" CLIPS ON WALL AND SECURE AS REQUIRED FOR WALL SUBSTRATE

I I

NQJEl A A /j PANELS OVER 5-0" OR WIDE REQUIRE SIX (6) "Z" CLIPS. SMALLER PANELS REQUIRE FOUR (4) "Z" CLIPS

* _ L _

1 f&W? > z zz SLIDE ACOUSTICAL PANEL DOWN ONTO CLIPS UNTIL FIRMLY SEATED

BLEACHER SIDE ONE LAYER OF 5/8" ABUSE RESISTANT GYPSUM WALL BOARD ON 6" 18GA. METAL STUDS AT 16" O.C.

INSTALLED PANEL <7 1=1 o ON PANELS SMALLER THAN 3-0" IN

EITHER DIRECTION THE "Z" CLIPS WILL BE LOCATED 3" FROM THE EDGE

CD

3 Z A A A A O

A A BLEACHER o oo o 4 A A </• A SIDE © c O CD Q_

<7 J 4-0" c

7^ 7^ AS REQUIRE BY MFRS, PLACE AND SECURE L-BRACKET TO SUPPORT PANEL WHEN RESTING ON Z-CLIPS

£

x 6" y 1 TYPICAL! PANEL MOUNTED ON "Z" PLACEMENT

<A-312/^ 1 3 2 1

A-306 A-312 A-312 A-308

C.3 ) B.7) E ) A B B.5 B.6 C C.1 C.2 D F G H H.1 J /6\ 11/02/2016 BULLETIN NO. 68

7s\ 07/07/2016 BULLETIN NO. 63

/A 07/03/2014 BULLETIN NO. 25

/ j\ 05/16/2014 REVISION NO. 23 04/11/2014 REVISION NO. 21 30'-0" 03/12/2014 REVISION NO. 20 EASEMENT 1 221'-4" -><-

NO. DATE REVISION

1'-8' 3'-6"-z 36-0" 13-0" •7 =— 4'-6" —''— 4'-6" — 11'-0" v 3'-0" ^ 18'-0" •7 —4'-0"— 14'-0" 16-7" 21-6" 19-1" 19-8" 12'-7" 21-9" 7^ 7 ~

7 T

KEY PLAN

2 2 6

Perkins Eastman 1-707, i-708, .-708,

115 FIFTH AVENUE NEW YORK, NY 10003 T. 212.353.7200 F. 212.353.7676

L-0- t ~ — * r =-= | y T T T T T !o 4 9'-0^ 10-2?" _ i

9'6" 14 s b A 13.9 3= 3- s: 3-I X. £22 i,-

|-^5A> r ? © 1 © Owner:

CUNY THE CITY UNIVERSITY OF NEW YORK 555 West 57th Street New York, NY 10019 Tel: 212 541 0468

col CO STAIR K -|LL2 St.KI 5

/ STAIR J ILL2 ST.J |

* \ \ b <LHJB> LO 1 UP UP A-311 r-o" / % \ \ I © 2^r-i|oir i6'-97" 21'4' 4'-ll" .4 i 26'-0 \ l3© STAIR H

|LL2 ST.H

LO I I 6'-4" 10-4" 13'-10" 8 8 SC_ bo

& ! © T.O. CONC. FOOTING T.O. CONC. FOOTING CO —I -V O <1oi0 co|oo .Cmoj) _ i

B ©0 LEVEL C2 6Q I STORAGE ^ • I LL214A | ©A

Jr 3- t A# EL.-26-1 1/8" EL. -26-1 1/8" 1ECTRICAL ROOM

ILL214.011

cc STORAGE | LL214B |

5-1 J" 8 12'-0" AV/IT/SEC ^ | LL214C | A •u r~ 9V6' 5-0" 15-EL. -35-0" b I © A "<0> R-

<3^ 7% © A -><-b I CO Civil/Site:

LANGAN 21 Penn, Plaza, 360 31st Street, 8th Floor New York, NY 10001 Tel: 212 479 5400

Structural: WSP CANTOR SEINUK 228 East 45th Street, 3rd Floor New York, NY 10017 Tel: 212 687 9888

MEP and FP Engineers: JAROS BAUM & BOLLES 80 Pine Street New York, NY 10005 Tel: 212 530 9300

Landscape Designer: BALMORI ASSOCIATES 833 Washington St, 2nd Floor New York, NY 10014 Tel: 212 431 8616

Landscape Architect: HM WHITE SITE ARCHITECTS 107 Grand Street, 6th Floor New York, NY 10013 Tel: 212 868 9411

Vertical Transporation: Van Deusen & Associates 7 Penn Plaza, Suite 404 New York, NY 10001 Tel: 212 868 9090

IT and Acoustical Consultant: Shen, Milson & Wilke 417 Fifth Avenue

New York, NY 10016 Tel: 212 725 6800

Theater Consultant:

UP bo r-6" 11 4 40'-9" U"5lC0 OS. 135 1 LL214C, - +C I b

y if 7 ~

(CL214A) !

3'-4" v

:ioc; 4" CONC. PAD. SEE STRUCT. DWGs. FOR DETAILS

CD — J CtL214|>/ | . . J OK ,L2 ST/: i |jjj= L2 S' CO

CNJ X a 13.3 =g. u i V -b •>p g ELEV. MACHINE

ROOM — riL2 i3A~!

a _ i 3-10" 3-10" 3c 30 3'-4" 8DM ~ ' <Qmo3>' © M.O. M.O. 2T-3§" iy i 2 M.O. 31'-6j" Z :10c :ioc; I T.O. CONC. FOOTIN^ HFD 30C M.O. M.O. 24'-6" 10-10" © © 4* b JZ 4 I I A I .-634 7^ +n'— M'-6"

7^ ^ CjC4"

7^ 7^ 7^ 7 ~ I t 5 '10B> 3- 88'-6"

^ I • ^ EL. -27'-3 5/8" J.C. b CLL213> 8&K 8 I 4 3 OS 7 I <^> CO :e 5'-6" \ .L213.01 / 11'-2" N \ 7 ~ 7" b

eo^z

So -TH-FEC-01 E co|co £ 4_ro t I CO 13 13 "" 7 WASTE/

RECYCL. (NIC) LO I \ \ / m 8C -I7JX

^ ^ELEVATOR Ct1 s FEC-01

<K)B> \ i :IIB; v 3'-4" CNJ '15- ZN 3C '13K '11K (-668, M.O. 40'-7" :i,i 7L 7 s" -><-b

21 •L21S.0: VESTIBULE ILL200.06I

CNJ b 2'X2'X2' SUMP PIT W/ GRATING & DRAIN 2 1 b CO <L20O0B>

CNJ

I ,-8§" 8 nrs .21H :i5c J5u t <L2izO0 |S L212.0 oo lz>J Lvz s

\ 12 \ / \ -c? 11.9 FECl)1 PROVIDE 2 HR. RATED 2'x4' PAINTED MTL. ACCESS PANEL. EXACT LOCATION TO BE COORDINATED IN FIELD.

C 5 $6 .L242.0: © •A-641 ^LliVEL C2 .4B,

(3?

4 ©4 © ©

TOILET [Z L21Z02©

3D / o )

.. -35-0" -L-=! 30C LOBBY

LL200.04I sFC 6B ©r <

CZ 5 ©> r LLJ LU

c TH BLTN. NO. 63 07/07/2016 T N 3D r •C^ICNJ UNOCCIlJPIfD

SPA^EI MECH.

I LL213 | 2 V TOILET

ILL212.011

a-II STAIR L

ILL2 ST.LI

I dF

b •535 a E TOILET LL212.03I

CD CNJ

h> < -<=> CO

FEC-01 11 CO L / 4

\A805/^ .-709, I till-

II II -C-tzzJl IP © L Z Z 11

(( \ ) Theatre Projects Consultants 47 Water Street

/ 1 1 ZD b 1 ©> .TN. NO, 63 I7/0' 720' 6

5C .-535, APPLY CUSTOM GRAPHIC IMAGE IN MULTIPLE COLORS. ARTWORK TO BE PROVIDED BY OWNER.

S. Norwalk, CT 06854 Tel: 203 299 0830

11.2 Lighting Design: Cline Bettridge Berstein 30 West 22nd Street, 4th Floor New York, NY 10010 Tel: 212 741 3280

Fagade Consultant: ALT Cladding Limited Suite 2203-2204 Tai Yip Building 141 Thomson Road, Wanchai, Hong Kong

Fagade Maintenance: Entek Engineering, LLC 166 Ames Street Hackensack, NJ 07601 Tel: 201 820 2801

Audiovisual Consultants: Cerami & Associates, Inc. 404 Fifth Avenue New York, NY 10018 Tel: 212 370 1776 Acoustic Dimensions 145 Huguenot Street, Suite 406 New Rochelle, NY 10801 Tel: 914 712 1300

Security Consultant: Kroll Security Group 600 Third Avenue New York, NY 10016 Tel: 212 593 1000

ft I Cp 7©

© 11.It© • V • 31-11^" >-jflzooZo5> 37'-6" © 4

•^Ico © \ E CURVED AUDITORIUM SHELL (OUTLINE OF SHELL ABOVE IN DASHED LINE). SEE Af 16, A-617& A-618 FOR MORE INFORMATION, TYP. .F©

UP ' 11.1 GYM m b 1 ENI 2*" 1 5,6 N VESTIBULE .• ILL200.05I 52

B 11 1" DIAJ STAINLESS STEEI I GUARD RAIL AT 27" A.F.F, . ANCHOR TO SLAB WITH 1 v. POSlT EVERY 4'-0" O.C

Jr I c b I I .-644 I i-<F> -KCDQBB— J I GYMNASIUM

(770 SEATS) I LL214 |

L 6 \ • I i 3B _1

N LL211 '15-1 _ J_ ZYP, _i

•4,-f • —» <10© A 4 5 - 10.7 © 8D Ft I 1 I I I _1

620 y\. SL ZL ZL ZL FEC-02

©i I ! 12 A \ .L211.0: iFD r \r Nr xr Nr xr Nr xr Nr xr Nr <r _1

5 r- ©? [ ] / \' © b b _i

CD oo r©

oo I y \<3E N3E. 8'-ll" o (© 8 10-3" 2 _) LXL^LZL^L^L^L^L'/LZL^L-/L^ •IP

/I

-7<- b> =d /N \^64y

sFD 4A < _ i

LEVEL C2 en II; FD- TEAM LOCKERS

.« CMD / !.© \ y UJ

•^1" LU Nf |—

EL. -35-0" '15- 8D \l

/.

EQUIPMENT STORAGE #1

[EI 21402]

r\rxrxrxrxrxrxrxrx : TOILET/SHOWEa I LL211A | i

(7) 4 v CO

© CO LLJ X© 5 IB '3 \ D Z Q 1 Q -4 Vi-865© BLTN. NO. 63

07/07/2016 CNJ PROJECT TITLE: \ 4 Y SIM co v r > N|" (4 Q ® I [ E \ .-644 LU 4 10 10 CITY TECH

ACADEMIC BUILDING

•V

L r\rNrNrNrNrNrNrNrNrNrNrNrNrNrN EQ7O2 8D \ nr 0 0 |LL2TTOTI w^rrrv --SHOWERS

I LL210B | CD » N

<1A> c/, II) 0 CD • \\ \ © a > -R ) i-y 9.7 zo

• LJJ • _/ \ TOILET/SHOWER I LL209A |—

\ -r FE-m C) rm / • ——i

\ " ) 1A / \ 9.2 8'-6§" 1A 10'-8§" 285 JAY STREET \ b

© E> / TEAM LOCKERS I LL209 |

AV. IT/SEC. S8

ILL209.011

/ 1 WOMEN'S

<© \ W-(SHER/

[RYER [LL209Z021

BROOKLYN, NY 11201 =D © / 3E I / \ y

/ b TOILET I LL21QA 10n

© 81 y ;i5-oo I \ [ LL21 PROJECT No: 32130.00 y

/ a • i 1D 9.1 \ y V :

.2! • y .L209.0 TT /VV1/W W1/1/V1"— / \ DOB No: 320375839 • y > ©k0J©J0kJ©4© = "TC 4©Z / I 3 \ b 3r y P

CNJ

\ ©t OILET/SHOWEF

I LL208A | 3-0" /

y

3'-0" I JIASTE/ CYCL. (NIC)

\ 6F DRAWING TITLE: © y t jY jY jY jY jV j\ jY jY jY jY j ] 7'-2|" / © © J \ 10B. RE —REFE REE LOCKERS

«§C™Q r-8" FEC-02 y

\ [ LEVEL C2 ENLARGED FLOOR PLAN NORTH

/ 2 / y^ 3B \ f 3C . 10, (02080 m \ S \ = ==r, I CORRIDOR .

^ 1 ILL200.03I I I Q.1 \ / — x MENS^

LOCKERS ULLlor]

9 0t Jr 7" I V © LL206' V (020)

3D I l\ m 3B b TOILET^ I LL206A | <00-1 ~co I / \ 3E

-r I T [=3

SCALE: 1/8" = T-0" PAGE: X OF / \ I Q I b I I 8D I 19'-6" 2'-3", \ FD ] / [ © I A-101.00 LO 5o i / \ o

V/V307/

FITNESS CENTER FAN ROOM I LL207 |

I / / \ J J / 14 SHOWERS <^D> | LL206B |

I I L \ © I I I \ HI 8.3 \ t Jr -r -KL-KL.KL ^-t^L ^L-KL-KL.KL./ 1 t

© FF / \ I [ ] <0> ' LO I / \ i &> CO © - \IL\r N.r Nr Nr Nr Nr Nr Nr Nr N I / csi \ i K0OOO2> | © / \ iFD i MATCHLINE A I CD DOB BSCAN STICKER ! 0. T f ! r \ y 18'-10s" 3-5|" MATCHLINE B r-T|co 2'-1,1" 8 / H I I I 0 / [ ]

•\ I t E FD® / FEC-02^ I 8 \|\i'\i"\r \T\r \rNi'\rNi'\ Jr T (© \ II a I " L i \ y i I I (LL2STg) I / / I LO|CO 0J \ JOB; 0 I I £ / CO 5..3Z« |/L/L/L/L/L/L/L/L/L/ iFD, STAIR E |LL2 ST.Ej

5-9" b 8 31 I t b I to I [ ] CNJ (0 I -4—J

! \ 10XJ© a b 6F /' UP v " \r Nr xr xr xr xr xr Nr N 10BX11B> j \ \

! i "zT 4\ /' I \ I \ E gy <x! v - M-

\ / N J a i | i 7

— -'Zj- ^

& II

\ (020) • I 3B

\ / I \ / _ i

^0^ I \ / SEAL I M \ /

CONSTRUCTION DOCUMENTS 01/24/2013

City Tech Academic Building TELESCOPING STANDS

Brooklyn, New York 12 66 00 - 1

PE Project 32130.00 June 12, 2012

SECTION 12 66 00

TELESCOPING STANDS

PART 1 - GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY

A. This Section includes the following:

1. Floor-attached telescoping stands.

2. Floor-attached fixed stands.

1.03 SUBMITTALS

A. Product Data: Include construction details, material descriptions, dimensions of

individual components and profiles, and finishes for telescoping stands.

B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other

work.

1. Include structural analysis data signed and sealed by the qualified professional

engineer responsible for their preparation.

2. Include wiring diagrams for electrically-operated units.

3. Indicate field measurements on Shop Drawings.

C. Samples: For each exposed finish.

D. LEED Submittals:

1. Certificates for Credit MR 7: Chain-of-custody certificates certifying that wood

and wood-based materials comply with forest certification requirements. Include

evidence that manufacturer is certified for chain of custody by an FSC-accredited

certification body.

a. Include statement indicating costs for each certified wood product.

E. Installer qualification data.

F. Operation and maintenance data.

1.04 QUALITY ASSURANCE

A. Installer Qualifications: Manufacturer's authorized representative who is trained and

approved for installation of units required for this Project.

B. Manufacturer's Engineering Responsibility: Preparation of data for telescoping stands,

including Shop Drawings, and comprehensive engineering analysis by a qualified

professional engineer.

C. Safety Standard: Provide telescoping stands that comply with requirements in ICC 300.

City Tech Academic Building TELESCOPING STANDS

Brooklyn, New York 12 66 00 - 2

PE Project 32130.00 June 12, 2012

D. Electrical Components, Devices, and Accessories: Listed and labeled as defined in

NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction,

and marked for intended use.

E. Accessibility Requirements: Provide telescoping stands that comply with requirements

in the U.S. Architectural & Transportation Barriers Compliance Board's "Americans

with Disabilities Act (ADA), Accessibility Guidelines for Buildings and Facilities

(ADAAG)".

F. Fire-Test-Response Characteristics of Upholstered Chairs:

G. Forest Certification: Fabricate products with wood components produced from wood

obtained from forests certified by an FSC-accredited certification body to comply with

FSC STD-01-001, "FSC Principles and Criteria for Forest Stewardship."

H. Pre-installation Conference: Conduct conference at Project site.

PART 2 - PRODUCTS

2.01 MANUFACTURERS

A. Basis-of-Design Product: The design for telescoping stands is based on products of

Irwin Telescopic Seating Company. Subject to compliance with requirements, provide

the named product or a comparable product by one of the following:

1. Hussey Seating Company.

2. Interkal LLC.

2.02 TELESCOPING STANDS

A. Floor-Attached Telescoping Stands: Rear of understructure permanently attaches to

wall construction.

1. Basis-of-Design Product: Irwin model 4500.

2. Operation: Automatic, friction-type integral power unit.

a. Limit Switches: Automatically stop integral power system when

telescoping stands reach fully opened or closed positions.

b. Motion Monitor: Flashing light with self-contained warning horn, rated at

85 decibels (dB) at 10 feet (3 m), mounted under telescoping seating for

audio and visual warning during integral power operation.

c. Transformer: As required to coordinate current characteristics of motor

and control station with building electrical system.

B. Bench Seats and Skirts:

1. 5/4-Inch Nominal Lumber: Seats shall be 1-inch thick, 11-inches actual depth

finger-jointed, solid or edge glued Southern Pine Grade “B and better.” Riser

boards shall be an actual dimension of 8-inches wide by 3/4-inch thick, finger-

jointed or edge glued solid Southern Pine Grade “B and better” in conformity

with SPIB Grading Rules.

a. Provide wood seats and riser boards to be machine and hand sanded and

finished with a moisture repellent sealer coat on all surfaces. Finish to be

UV cured, water based polyurethane with a high gloss clear coat.

C. Wheelchair-Accessible Seating: Locate retractable truncated benches to provide

wheelchair-accessible seating at locations indicated on Drawings.

City Tech Academic Building TELESCOPING STANDS

Brooklyn, New York 12 66 00 - 3

PE Project 32130.00 June 12, 2012

1. Equip tiers adjacent to wheelchair-accessible seating with front rails as required

by referenced safety standard.

D. Deck: Plywood, APA grade trademarked, DOC PS 1.

1. Finish: Manufacturer's standard finish.

2. Color: As selected by Architect from manufacturer's standard colors.

E. Risers: Steel sheet with manufacturer's standard rust-inhibiting coating or hot-dip

galvanized finish.

F. Rails: Structural steel, finished with manufacturer's standard powder coat system.

1. Color: Black.

G. Understructure: Structural steel.

1. Finish: Manufacturer's standard rust-inhibiting finish.

2. Color: Manufacturer's standard.

H. Support Column Wheels: Non-marring, soft, rubber-face wheel assembly under each

support column.

1. Include wheels of size, number, and design required to support stands and

operate smoothly without damaging the flooring surface, but not less than four

(4) per column, or less than 3-1/2 inches (88.9 mm) in diameter and 1 inch (25.4

mm) wide.

I. Aisle Closures: Manufacturer's standard that produce flush vertical face at aisles when

system is stored.

J. Fasteners: Vibration proof, in manufacturer's standard size and material.

K. Accessories:

1. Slip-resistant, abrasive tread surfaces at vertical aisles.

2. Intermediate aisle steps, fully enclosed, at each vertical aisle.

3. Removable front steps, fully enclosed, at each vertical aisle, that engage with

front row to prevent accidental separation or movement and are equipped with a

minimum of four skid-resistant feet.

4. Portable access-stair units equipped with handrails, with not less than four full-

swiveling, non-marring wheels and a locking mechanism to prevent movement

during use.

5. Folding, non-removable mid-aisle handrails located at centerline of each vertical

aisle with seating on both sides.

6. End rails (guards) that are telescoping and self-storing.

7. Rear fillers including supports for closing openings between top row and rear

wall of adjoining construction.

8. Gap fillers for closing openings between stand units or between stand units and

adjoining construction.

9. End panels covering exposed ends of stands in stored position.

2.03 FIXED STANDS

A. Floor-Attached Fixed Stands: Understructure permanently attaches to floor

construction.

1. Basis-of-Design Product: Irwin model 4500.

B. Bench Seats and Skirts:

City Tech Academic Building TELESCOPING STANDS

Brooklyn, New York 12 66 00 - 4

PE Project 32130.00 June 12, 2012

1. 5/4-Inch Nominal Lumber: Seats shall be 1-inch thick, 11-inches actual depth

finger-jointed, solid or edge glued Southern Pine Grade “B and better.” Riser

boards shall be an actual dimension of 8-inches wide by 3/4-inch thick, finger-

jointed or edge glued solid Southern Pine Grade “B and better” in conformity

with SPIB Grading Rules.

a. Provide wood seats and riser boards to be machine and hand sanded and

finished with a moisture repellent sealer coat on all surfaces. Finish to be

UV cured, water based polyurethane with a high gloss clear coat.

C. Wheelchair-Accessible Seating: Locate retractable truncated benches to provide

wheelchair-accessible seating at locations indicated on Drawings.

1. Equip tiers adjacent to wheelchair-accessible seating with front rails as required

by referenced safety standard.

D. Deck: Plywood, APA grade trademarked, DOC PS 1.

1. Finish: Manufacturer's standard finish.

2. Color: As selected by Architect from manufacturer's standard colors.

E. Risers: Steel sheet with manufacturer's standard rust-inhibiting coating or hot-dip

galvanized finish.

F. Understructure: Structural steel.

1. Finish: Manufacturer's standard rust-inhibiting finish.

2. Color: Manufacturer's standard.

G. Fasteners: Manufacturer's standard size and material.

H. Accessories:

1. Slip-resistant, abrasive tread surfaces at vertical aisles.

2. Intermediate aisle steps, fully enclosed, at each vertical aisle.

3. Front steps, fully enclosed, at each vertical aisle equipped with a minimum of

four skid-resistant feet.

4. Access-stair units.

5. Mid-aisle handrails located at centerline of each vertical aisle with seating on

both sides.

6. End rails (guards).

7. Rear fillers including supports for closing openings between top row and rear

wall of adjoining construction.

8. Gap fillers for closing openings between stand units or between stand units and

adjoining construction.

9. End panels covering exposed ends of stands in stored position.

PART 3 - EXECUTION

3.01 INSTALLATION

A. Install telescoping stands to comply with referenced safety standard and manufacturer's

written instructions.

B. Perform the following tasks on completion of installation:

1. Lubricate, test, and adjust each telescoping stand unit so that it operates

according to manufacturer's written operating instructions.

City Tech Academic Building TELESCOPING STANDS

Brooklyn, New York 12 66 00 - 5

PE Project 32130.00 June 12, 2012

2. Clean installed telescoping stands on exposed and semi-exposed surfaces. Touch

up shop-applied finishes or replace components as required to restore damaged or

soiled areas.

3.02 DEMONSTRATION

A. Engage a factory-authorized service representative to train Owner's maintenance

personnel to adjust, operate, and maintain telescoping stands. Refer to Division 01

Section "Demonstration and Training".

END OF SECTION 12 66 00