HomeMy WebLinkAbout27229-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-29141 Date: 12/20/02
THIS CERTIFIES that the building HEALTH CENTER
Location of Property: 1500 BRECKNOCK RD. GREENPORT
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No. 473889 Section 35 Block 1 Lot 25
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated MARCH 28, 2001 pursuant to which
Building Permit No_ 27229-Z dated APRIL 12, 2001
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is HEALTH CARE CENTER AT PECONIC LANDING, INC.
The certificate is issued to PECONIC LANDING AT SOUTHOLD, INC.
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10097-11 06/21/02
ELECTRICAL CERTIFICATE NO. 1045851 09/22/02
PLUMBERS CERTIFICATION DATED 06/17/02 HARTCORN PLUMB.&HEAT.INC.
Auth6fized Signat6re
Rev. 1/81
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 27229 Z Date APRIL 12 , 2001
Permission is hereby granted to :
LANDING AT PECONIC
PO BOX 430
SOUTHOLD,NY 11971
for
CONSTRUCTION OF THE HEALTH CENTER AS APPLIED FOR MAINTAINING
PROPER SETBACK TO WETLANDS
at premises located at 1205 MAIN RD GREENPORT
County Tax Map No. 473889 Section 035 Block 0001 Lot No. 025
pursuant to application dated MARCH 28, 2001 and approved by the
Building Inspector.
Fee $ 0 . 00
Author ze Signature
COPY
Rev. 2/19/98
S16 F04
0
ti x
Town Hall,53095 Main Road 0 ' Fax(631) 765-1823
P.O. Box 1179 .fi `, Telephone(631)765-180:
Southold,New York 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date:June 17, 2002
Building Permit No. 29 22q z PLA)4h CTR,
Owner: pecoatc. LLL
(please Tint)
Plumber: Hartcorn Plmg. & Htg. Inc
(please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
- 4
(Plumbers Signature)
Sworn to before me this
day ofvne- 20 Os,
�w
VIRGINIA M.GOCINSKI
Notary Public,State of New York
No.4873!741
Notary Public, County Qualified in Suffolk Gou
Term expires October 20
EI sLrrr���rsL3n�ns�2�2,111 ssss��n�s1sr C 1 n:n�ss����nss��n�s�n�nsrr�l�rs�s�nn�ns�nrn�� �o
5 BY THIS CERTIFICATE OF COMPLIANCE THE 5
5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
5BUREAU OF ELECTRICITY S
f5j 40 FULTON STREET - NEW YORK, NY 10038 r5j
7c CERTIFIES THAT 5
'555 Upon the application of upon premises owned by 5
5 GORDON L. SEAMAN , INC. PECONIC LANDING (a) SOUTHOLD IN C5
5 5 630 Johnson Avenue, Ste.#201 MAIN ROAD-RT 25 e5
Bohemia, NEW YORK 11716-2618, SOUTHOLD, NY 11971 5
Located at MAIN ROAD-RT.25 SOUTHOLD, NY 11971 C5
5 Application Number: 1045851 Certificate Number: 1045851 5
5 Section: Block: Lot: Building Permit: BDC: NS11 555
5 Described as a Commercial occupancy,wherein the premises electrical system consisting of S
5 electrical devices and wiring, described below, located in/on the premises at: CC5
First Floor, Second Floor,Outside,
5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was 5
rj found to be in compliance therewith on the 22n Day of September, 2002. 5
5 5 Name 4TY Rate Rating Circuit Type
— 1 100 9 5
555 1 60 8 5
5 2 100 12 5
5 1 60 5 5
5 1 100 28 5
5 1 60 7
5 1 100 34 5
5 1 225 19 C5
5 1 125 22 t
5 1 100 19 5
1 10000 40 f�
5 1 150 35 5
5 1 125 4 5
5 1 80 4 5
5 1 100 31
5 Transformers Seat 5
1 112 �5
Continued on Next Page 2 of 3
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
DrPrPrP�JrPrPrPrPcn�l�l�l�lrJ�rE�lrJ��P�Pr��l�l1l�lrJ�CJC.nrnLrL3JPLPQrd3'L3IJEPRIME)3-PRIVrPRIVE53PRnrn0MNJ0-00 0 110RM1103 PM Q0
DrJ'rJEMU0rJ�rJ�rJrJrJrJ�rJ�rJrJ[JtJr PrlcPrJrlrlrJcJrJ�frJ�rJrJrJ�Pr P�PrJrJ r PrJrJrJr1rJrJrJ� r PcPrJ rJrJ�rJ� r�rJcP�f� o
5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5
NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 BUREAU OF ELECTRICITY c5
5 40 FULTON STREET — NEW YORK, NY 10038 55
5 CERTIFIES THAT 5
Upon the application of upon premises owned by
GORDON L. SEAMAN , INC. PECONIC 5
630 Johnson Avenue, SOUTHOLD IN
St#201 MAIN ROAD-RT
(off 5
�5 Bohemia, NEW YORK 11716-2618, SOUTHOLD, NY 11971 ..CCCc5
Located at MAIN ROAD-RT.25 SOUTHOLD, NY 11971
5 Application Number: 1045851 Certificate Number: 1045851 5
5 Section: Block: Lot: Building Permit: BDC: NS11 5
Described as a Commercial occupancy, wherein the premises electrical system consisting of
5 electrical devices and wiring, described below, located in/on the premises at: 5
First Floor, Second Floor, Outside,
5 5
5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below,was 5
fj found to be in compliance therewith on the 22n Day of September, 2002. 55
5 Name OTTY Rate Rating Circuit Type
530 5
5 5 Wiring and Devices 5
Fixture 367 0 Fluorescent 5
5 Fixture 310 0 Incandescent 5
Receptacle 674 0 General Purpose �5
5 Receptacle 119 0 GFCI 5
rj Switch 520 0 General Purpose 5
f5'D Dimmers 34 0 5
5 Receptacle 2 0 30 amp Appliance 5
5 Service c5
5 3 Phase 4W Service Rating 800 Amperes e,�l.
5 Service Disconnect 1 800 cb 5
IN IN
NJ rsj
S I
5 seal 5
5 3 of 3 5
IN
55 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5
5
O rJ�rJ'arJ'rJ'rJ"arJ'rJ'rJ'rJ'r�rJ�rJ�r.PrJ'arSrJ�rJ'arJ'arJ'a rSrJ�rJ'rJ'�rJ'arJ�rJ�rJ'a r.Pr.!'arJ"r�rJ'rJ'rJ'rJ'atJ'ar.Pr�rJrJ'r�rJ'r�rJ'arJ'a rJ'r�rJ'tJ'a[PrJ'cPrJ�rJ'arJ'rJ�rJ� O
Co ���n�n�ns������n�s�rnrnrn�n�nss�����nsrn��rnrn��n�nrs�nrnr�r��n�nrn�n�ns�n�nrnr�srnrr o
BY THIS CERTIFICATE OF COMPLIANCE THE 5
5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 BUREAU OF ELECTRICITY 5
e5 40 FULTON STREET — NEW YORK, NY 10038 �5
CERTIFIES THAT 5
5 5 Upon the application of upon premises owned by 5 5
5 5 GORDON L. SEAMAN , INC. PECONIC LANDING (a) SOUTHOLD IN 5
630 Johnson Avenue, Ste.#201 MAIN ROAD-RT 25 5
5 Bohemia, NEW YORK 11716-2618, SOUTHOLD, NY 11971 5
Located at MAIN ROAD-RT.25 SOUTHOLD, NY 11971 e�
5 Application Number: 1045851 Certificate Number: 1045851
Section: Block: Lot: Building Permit: BDC: NS11 5
c1 Described as a Commercial occupancy,wherein the premises electrical system consisting of
5 electrical devices and wiring, described below, located in/on the premises at: 5
5 First Floor, Second Floor, Outside, 5
5 5
5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was 5
5 found to be in compliance therewith on the 22n Day of September,2002. 5
5 Name OTY Rate Rift Circuit Tvoe
5 Additional Charges 5
5 102-"F"heat pumps 5
5 1-5 KW booster heater 5
5 26-1 KW heat/vent/light units 5
5 Alarm and Emergency Equipment 5
Exit Light 45 0 5
5 Emergency Light 5 0 5
5 5 Sensor 52 0 Smoke 5
Appliances and Accessories 5
Cj Elevator 1 0 25 H.P.
5 Elevator 1 0 30 H.P. 5
5 Electric Heater Unit 6 0 1.5 KW
5 Dish Washer 1 0 2 H.P. 5
5 Exhaust Fan 14 0 F.H.P. 5
5 Panels
5 1 125 22 5
5 1 100 5 seal
5 1 150 11 5
5 Continued on Next Page 1 of 3 5�
5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5
5 5
OrJ arJ arJ�rJ�rJ arJrJ'iJc PrJrJrJrJocJ�r��P�PcPrJ�rPrJr JcPrJrJrJr�cPrJ'arJ'arJ'ar.J"r-PrJ'rJ'rJ'orJo'rJ'rJ'arJrJm'rJ'rJ'rJmrJ'rJffLT'r3r—L3 J3ULYrL3—L3—pLrrJrJ'r3—pL—r3r O
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. . Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy
is denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
L Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00,
Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Photocopy of Certificate of Occupancy-$ 0.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy- Residential$15.00, Commercial $15.00
Date.
HEALTH CENTER
New Construction: ✓ Old or Pre-existing Building: (check one)
Location of Property:_ 1500 BRECRNOCK RD. C-bct.t
House No. I Street c Hamlet
Owner or Owners of Property: �rrut� �pllOr�1C �,� SGycL-1) 1 ✓e;
Suffolk County Tax Map No 1000, Section 3 S Block Lot ZJ�
Subdivision Filed Map._ _Lot:
Permit No. 27229—Z Date of Permit. 4/12101 Applicant: PECONIC LANDING
Health Dept. Approval: _7 ' (o ' Z o G Underwriters Approval:
Planning Board Approval: Z 4 - Z a Qo
Request for: Temporary Certificate_ Final Certificate: (h000g' (check one)
Fee Submitted: $ f0:00 L=_U4A, 'I ' V�✓`�
Wl •
Applicant Signature
(7ennis M.Wilhelm
Co -L,21/q/
/16/2002 16:05 FAX 610 930 2808 BARTON & ASSOCIATES lao01
Routine Variance Request 7 2002 f
New York State Department of State
Uniform Fire Prevention and Building Code _
Long Island Regional Office
560 Broad Hollow Road, (Suite 110)
Melville, NY 11747
o Albany (518)474.4073 0 Courtney W.Nation P.E.(631)755.1095
0 Richard A.Smith R.A. (631)755-1093 0 G.Ruiz deZarte C.C.S. (631)755-1091
Routine Variance Petition Number�UDaS.
-- �// (For once use only)
Instructions
■ Answer all questions. Please type or print legibly.
■ Enclose a check, money order or voucher(government agencies only)for$50(Filing Fee for Routine Variance
Review Process) made payable to NYS Department of State.
■ Send this form, supporting documents such as copy of survey, site plan, architectural drawings, photographs, cost
estimates, etc. and the fee payment to NYS Department of State, Codes Bureau -Long Island Regional Office,
560 Broad Hollow Road, Suite 110, Melville, NY 11747.
■ Petition fee is non-refundable and variance cannot be processed until fee is received at the above address.
■ For information regarding the status of this variance petition or need other helps, please call the regional office
representative at the number indicated above. Please have your petition number available.
APPLICANT FOR VARIANCE
Name:Frank P. Lauehlin. RA, V.P. Barton & Ass oc.Telephone: ( 610 ) 9311-2ROn F.xr_221
Address: 700 East Main Street, Norristown, PA 19401
Relationship to Property in Question: o Owner N Owner's Representative ❑Other
Property Location: 1205 Mein Road (street address)
City X Town ❑ Village Southold County Suffolk
Building Use: C6.2 Institutional, 134 Assisted AU V6are footage of building: 57,688 Sq.Ft..
Code Enforcement Official
Name: Michael J. Verity Telephone: (631 ) 765- 1802
Code Sections in Question:
9NYCRR part 762, Space (old code), Section 1207 Interior Space Dim. (new code)
NOTE: PETITION FEES ARE NON-REFUNDABLE
I have enclosed a petitio 'ling f e or the bove referenced property in the amount of$ 50.00
Signature: 6 r Date: December 16, 2002
12/16/2002 16:06 FAX 610 930 2808 BARTON & ASSOCIATES 002
New York State Department of State
Uniform Fire Prevention and Building Code
Codes Bureau
Review Summary for Routine Variance
Applicant
Name: Frank P. Laughlin, RA, Barton & Assoc. Phone: 610.930.2800, Ext. 221
Address: 7110 EastIn Street
City: orristown, State/Zip PA, 19401
Relationship to Property in Question:
❑Ownerl Owner's Representative In Other
Owner's Name: nathoi d INC Phone:
Address: reoceaAd
State/Zip
Property in Question
Property Location 1205 Main Road Building Gross Arna 57,688 S ft
❑ City C�FTOWn ❑Village of ou o County of Suf fo t<ZIP �rs4�
Is this a Handicap Case? ❑ Yes )b No
Affected Parties
Aggrieved Name Peconic Landing @ 6outhold, hone:
Party Address: 7500 Rrprknnek RnAd, Town of Southold
Code Name: Michael J. Verity Phone: 631.765.1802
Enforcement Address: 53095 Main Road, Southold, NY 11971
Fire Name: Phone:
Prevention Address:
Architect/ Name: Barton @ Associates Phone: 610.930.2800
Engineer Address: 7n0 ReRt Main Strppt Norristown. PA 19401
Others Name: Phone:
w/Interest Address:
Representative at Site: Al Broszeit, E & F Walsh, Gen. Contractor 631.477.4101
I Conversions I I Additions I
Subject New Old New Building New Existing Alteration Code
Use Use
Occupancy C6.2r
Class B4 lst Fl. Part
701
Construction Part
Class 2a 704
Height of Pan
Building 2 stories 705
In stories
Sprinkler System 705.5
Installed yes
No Sides open 705.5(b)
W/Hydrant
gest Fire 11,350 SF
606.3(a)
AreaAllowable Part
Fire Area 12,000 SF1 705
i
BARTON &ASSOCIATES _
c 700 E.MAIN STREET,3RD FLOOR GheCk �
Date: 1v18/2002 _
Amount
$50.00 =
Payee: NYS DeptMState
- :.Invoice# Ptgect ID Arhoynt Notes -
moo
0
42
BARYON 4 ASSOCIATES PNO 9A*fk '
706 E:IIMIN S'1`TEET,3RD FLOOR
NQfi$il$TQWN,PA;j9g07J102 PHl ,AOFIPRIA�.RA 020
o THE SI M
bl#bF&DOLLARS 001100 ONLY _
PAY12/16/2002 550==t1& yz
o 'F*THE NYS Dept of State
w
VOID
� t 1 OA �
rs
o - A
r
5'001+ 2".211" 1:031000053": B£, 232Q, 14
f0
'V
H
12/1'6/2002 16:07 FAX 610 930 2808 BARTON & ASSOCIATES 004
UPS Internet Shipping: Shipment Receipt Page I of 2
UPS Internet Shipping: Shipment Receipt
(Keep this for your records.)
Transaction Date 16 Dec 2002
ADDRESS INFORMATION
Ship To Shipper Ship From
Richard Smith,AIA BARTON&ASSOCIATES Norristown,PA 19401
631.755.1093 Batton&Associates,L.P.
560Bioad Hollow Road, Suite 110 610-930-2800
MELVILLE,NY 11747 Third Floor
700 East Main Street
Norristown,PA 19401
SHIPMENT DETAILS
Service: UPS Next Day Air
Guaranteed By*: 10:30 A.M.,Tues, 17 Dec. 2002
Payment Method : Bill Sender: 3092E2
Shipping: **12.91
PACKAGE DETAILS
Package 1 of 1
Tracking Number IZ3092E20192905630
Reference# 1 : 98110
Package Type UPS Letter
Actual Weight Letter
Billable Weight : Letter
All currencies in USD Total: **12.91
Note:The displayed rate is for reference purposes and does not include applicable taxes.
*For delivery and guarantee information,see the UPS Service Guide. To speak to a customer service
representative,call 1-800-PICK-UPS.
**Rate includes a fuel surcharge.
Responsibility for Loss or Damage
Unless a greater value is recorded in the insured value field as appropriate for the UPS shipping system used,
the shipper agrees that the released value of each package covered by this receipt is no greater than$100,which
is a reasonable value under the circumstances surrounding the transportation.UPS does not accept for
transportation and shipper's requesting service through the Internet are prohibited from shipping packages with
a value of more than$50,000. The maximum liability per package assumed by UPS shall not exceed$100,
regardless of the purchase of insurance for protection in excess of$100. The maximum liability per package
assumed by the applicable insurance company shall not exceed$50,000(less$100). Claims not made within
nine months after delivery of the package(six months for international shipments),or in the case of failure to
make delivery,nine months after a reasonable time for delivery has elapsed(six months for international
shipments), shall be deemed waived. The entry of a C.O.D. amount is not a declaration of value for insurance
purposes. All checks or other negotiable instruments tendered in payment of C.O.D.'s will be accepted by UPS
at shipper's risk. UPS shall not be liable for any special,incidental,or consequential damages.
All shipments are subject to the terms and conditions contained in the UPS Tariff and the UPS Terms and
Conditions of Service,which can be found at www.ul)s.com.
■ /20/2002 11:35 FAX 610 930 2808 BARTON & ASSOCIATES 001
BARTON&ASSOCIATES
A RC H I E C "1' S 0 P 1, A N N E IZS
71
r
K92
December 20, 2002
Mr. Michael J. Verity
Code Enforcement Officer
Southold Town Hall
53095 Main Road
P.O.Box 1179
Southold,NY t1971-1179
RE: PECONIC LANDING PROJECTS,
Re: Health Center Code Issues to be Resolved.
Dear Mike:
In reference to the above mentioned project we,Barton&Associates, (Architects of Record for
said project),hereby certify that to the best of our knowledge,information and belief, the code
issues listed below,has been competed in compliance with all applicable laws, codes and
ordinances. Included are the Ceiling Height Issues where a Variance was granted.
Areas of Concern:
Toilet Rooms: These rooms have been reconstructed to meet the applicable code requirements.
On the Ground Floor:BI-05,Bl-06.
On the First Floor:B2-58,B2-68.
Area above Reception Desk B1-03:Ceiling Height of 7'-4"has been changed to a height of 7'-6",
which meets code requirements.
Nursing Director's Office Bl-04: Ceiling Height of 7'-7"has been changed to a height of 8'-011
,
which meets code requirements.
Areas Granted a Variance by:
NYS DOS CODE DIVISION
LONG ISLAND REGIONAL OFFICE
MELVILLE,NY
Dining Room Bl-60:Ceiling height of 7'-10"was approved by variance.
Activity Room B2-02: Ceiling height of 7'-7"was approved by variance.
Lounge Area B2-01B: Ceiling height of 7'-8"was approved by variance-
Very truly your;
BARTON& ASSOCIATES,LP
Fhom s C Batio(71Aon,n's.IN(.
L\ q110+4
1 /
Thomas C.]Barton, flL.�A]A ��Y_/,`QUA
700 E.Main street,3rd Floor Frank P. Laughlin,RA
Nonisto%n,PA 19401-4102 Senior Vice President
It 610.930.2800
f 610.930.2808 cc: Dennis M. Wilhelm,RLS
w ..bartonpartnersxnrrt Emil Canaan,E&F Walsh
Al Broszeit,E&F Walsh
Bob Ellis,GIN
IL IIIftihIW1Y�E#WIA WILMINGTON DOVLESTOWN PRINCETON WEST PALM BEACH
111 Soul, Imlependenee M:dl Eaal / Suite 9:50 1 Philadelphia. PA 19106-2524
N. 215. 925. 3788 F:u. 515. fit-_ 1051 Email. into@O-N.corn kv
(u i,'h O'DONNELL & NACCARATO
L_ _ -..i J
November 1, 2002b' '-
Town of Southold
Building Code Enforcement
53095 Main Road
P.O. Box 1179
Southold, NY 11971-1179
ATTN: Mr. Michael J. Verity
RE: Peconic Landing Health Center
Structural Certification
File No. 1909.002
1 hereby certify that I am a licensed engineer in the State of New York. To the best of
my knowledge, information and belief, based on the attached letter from E&F Walsh
Building Co., dated August 6,2002, steel and concrete testing reports submitted by
Testwell Laboratories, Inc., and monthly site inspections performed by Robert Ellis, the
Health Center, as noted on the Construction Documents, is constructed in conformance
with the Structural plans and specifications, and is in compliance with applicable laws,
codes and ordinances.
O'DONNELL & NA
�pMA. .Rq�
C.) �Fy09�
Steven T. Krume Qt r Y r
Enclosures
cc: Mr. Al Broszeit, E&FWalsh
Mr. Denny Wilhelm, Retirement Living Services
S:WROJECTS\1909\1909002\De gn PhamAmrreapondence\Strvc.Can:Health Centecdoc
" BARTON&ASSOCIATES
A R C 11 I T E C T S U P 1, A N N I I2 S
� 7
December 20,2002
Mr. Michael J. Verity
Code Enforcement Officer
Southold Town Hall
53095 Main Road
P.O. Box 1179
Southold,NY 11971-1179
RE: PECONIC LANDING PROJECTS.
Re: Health Center Code Issues to be Resolved.
Dear blike:
In reference to the above mentioned project we,Barton&Associates, (Architects of Record for
said project),hereby certify that to the best of our knowledge, information and belief, the code
issues listed below, has been competed in compliance with all applicable laws,codes and
ordinances. Included are the Ceiling Height Issues where a Variance was granted.
Areas of Concern:
Toilet Rooms: These rooms have been reconstructed to meet the applicable code requirements.
On the Ground Floor:B1-05,B1-06.
On the First Floor:132-58,132-68.
Area above Reception Desk B1-03:Ceiling Height of 7'-4"has been changed to a height of 7'-6",
which meets code requirements.
Nursing Director's Office Bl-04: Ceiling Height of 7'-7"has been changed to a height of 8'-0",
which meets code requirements.
Areas Granted a Variance by:
NYS DOS CODE DIVISION
LONG ISLAND REGIONAL OFFICE
MELVILLE, NY
Dining Room BI-60: Ceiling height of 7'-10"was approved by variance.
Activity Room 132-02: Ceiling height of 7'-7'was approved by variance.
Lounge Area 132-0113: Ceiling height of 7'-8"was approved by variance.
Very truly your;
BARTON&ASSOCIATES, LP ll\lzlo
,i
� asaoc�nn_1,l�
ThunnC **A4Thms C.Barkai, III,AA LA
700 E.Main SUCec 31d Floor Frank P. Laughlin, RA
Norristown,Ps 19401-4102 Senior Vice President
P 610-930.2800
16]0.930.2808 cc: Dennis M. Wilhelm,RLS
,w .na t,np.,n nr.cotn Emil Canaan,E&F Walsh
Al Broszeit,E&F Walsh
Bob Ellis,O/N
J65 [ICvalor Company ����
North American Operations i
95 Seaview Boulevard A United Technologies Company
Suite 103
Port Washington. New Yotk 11050
516-625-5950
Fax 516-625-5767
June 5, 2002
Town of Southold
Office of the Building Inspector
Town Hall
Southold, NY 11971
ATTN: Anton Dulce
RE: Peconic Landing
1205 route 25
Greenport, NY 11944
Otis Machines: 429829—834 (6 units)
Building Inspector,
This is to inform you that the elevator equipment for the elevator located at the project
referenced above has been installed in accordance with all ANSI/ASME A17.1 codes.
Also be advised that the elevator was installed according to plans and specifications and
are operating in accordance with all applicable codes.
Should you require any further information, please do not hesitate to contact me. Please
feel free to forward this letter to any applicable code authorities.
Very Truly Yours,
OTIS ELEVATOR COMPANY I confirm the above statement,
J stin Tomasino ter„
ranch Manager
S w 889 South 2nd Street 41
H Ronkonkoma, New York 11779 NFPX
FI NC. 631-981-8000 MMBER
01-02
August 12, 2002 Fr��
E&F Walsh Building Company, LLC
1375 Kings Highway East t7g
Fairfield, CT 06430 IN i4w
�RE: Peconic Landing , , fU
1205 Rt. 25
Greenport,NY 11944
Dear Emil-
Please be advised that as of today, STAT Fire Suppression, Inc., has hydrostatically tested the Health
Center for 200lbs at two hours at the above referenced project as requested by E&F Walsh Building Company,
LLC. STAT Fire Suppression,Inc. has designed and installed the Fire Sprinkler System in accordance with
NFPA#13 and local authorities codes.
At this time STAT Fire Suppression, Inc., has found the system to be in satisfactory condition and free of
leaks. STAT Fire Suppression, Inc.,will not be held responsible for any damage done in these areas. Any
questions please do not hesitate to contact my office at the above referenced number.
Respectfully,
1
Gregory f ttE 0q cep
Project rP' JACpes 'F
>� F2
n Jaco Pk(Jft NA
Professional
CC: File
SEP-11-02 02 :28 PM JIM FIREMASTERS P. 01
FIREMASTERS
255 40TH STREET lT&` fr
BROOKLYN, N.Y, 11232
718-499-6078
X yi
FAX-718-499-441
THIS LETTER IS TO CERTIFY THAT THE KIDDE FIRE
SUPPRESSION SYSTEM INSTALLED AT:
PECONIC LANDING
1205 RT 25
SOUTHIIOLD, NY 11971
BLDG PERMIT #271312
HAS BEEN INSTALLED TO ALL CURRENT CODES, AND HAS BEEN
TESTED FOR FULL OPERATION,
IF ANY OTHER INFORMATION IS NEEDED, PLEASE DO NOT
HESITATE TO CALL,
VERY TRULY YOURS,
IM MFYER M. HAHN
FIREMASTERS HAHN ENGINEERING, P.C.
NeW
b
'OR�Es i
EMIDIO WOODWORKING &SONS, INC.
ARCHITECTURAL WOODWORKING
COMMERCIAL . RESIDENTIAL . STORE FIXTURES
September 25, 2002
E&F Walsh Building Company
1375 Kings Highway East
Suite 210
Fairfield, CT 06430
RE: Peconic Landing
1205 Route 25
Greenport, NY 11944
Dear Emil,
We declare that all material in the Health Center area of the above
mentioned project is fire retardant.
Sincerely,
Anna Zavarella
Emidio Woodworking & Sons
SEP 2 7 2002
E&F/WALSH BLlii.:
105 DAY STREET • NEWINGTON, CONNECTICUT 06111 • (860) 953-1099 FAX f (860) 953-5193
07-01-02 14: 02 HARTCORN ID=516580109 P02/03
WG1/zyjllL 11;30 IOLlYiL47Ji vULu�9u rtilc�,nrvivK "1
Volumetric: Techniques, LTO .
----...------._.._-------------..------_.--_-__ --___ --__----___--_---_.,
?17 Bernice Drive Raypurt , New York 11705 ( 631 ) 472-4848
Tv - HartCUTri Plumbing & Heatin9 Time Of Login 1Oc43=58
850 South 2nd . St , Date:
Runkvrikoma Craig/Mike NY 11779 Collected:06/24/02
( 631 ) 580-2300 Received :0 124/02
Completed:0 /02
Sample Taken By Reported By:
Laboi, atory
N .Y .S. Lab X .O . 058
-_--_---__-------__-..--------- -----_--- - -----------
Sample 1205 Routi. 25/PeCOr7i.c Lafiding Sample Number 060206
Hospital & Community Center
Gra& '1purt NY
Analysis Total Colifofffo Analysis
__._._----------------..__ _--__---____..-____-_-•.._-_ _- ---
Pal a111rte, s Results Par&meLey s Results
cfu cfu
--------------------------------------------------------------------------------
Total Coliform <iCFU/1o0ML
---------------------------------------------------------------------------------
Commtbnts
Te5L Results Are Within The Limits Set By NY5 Health Dept .
CONSULTING CHEMISTS COMPLETE LABORATORY TESTING
Sander R . Sternig Director of Laboratories
pECEIVED
Hartcorn plmg & Htg, Inc.
JUL - 12002
07-01-02 13:48 TO:MARTOORN FROM: 15314724991 P02
" BARTON&ASSOCIATES
RECEIVED
October 18, 2002
Mr. Michael J. Verity
Code Enforcement Officer
Southold Town Hall
53095 Main Road
P.O. Box 1179
Southold,NY 11971-1179
RE: PECONIC LANDING PROJECTS.
Re: Health Center Building Code Certification.
Dear Mike:
In reference to the above mentioned project we, Barton&Associates, (Architects of Record for
said project),along with the prime Consultants, O'Donnell&Naccarato, Structural Engineers and
Becker Morgan Group,Mechanical and Electrical Engineers,hereby certify that to the best of our
knowledge, information and belief that the Health Center Building have been constructed in
compliance with all applicable laws,codes and ordinances.
Attached are confirnring certifications from Prime Consultants and from required parties,
including General Contractor and Prime Subcontractors.
Very truly your;
BARTON&ASSOCIATES,LP
q11114P
Frank P. Laugh 'n RA
Senior Vice President
cc: Dermis M. Wilhelm, RLS
Ernil Canaan,E&F Walsh
Al Broszeit,E&F Walsh
Bob Ellis,OIN
....... Gary Taylor,Becker Morgan Group
700 F_stain Snout,3rr1 I9nnr
N,)mmuwn, CA 19401-4102
p 610.930.2800
f 1110.930.2808
wmw.banonparLuc�scom
S 889 South 2nd Street n
Ronkonkoma, New York 11779 NFPW
I.-
631-981-8000 aaeM
01-02
August 12,2002
E&F Walsh Building Company,LLC
1375 Kings Highway East
Fairfield, CT 06430
RE: Peconic Landing
1205 Rt. 25
Greenport,NY 11944
Dear Emil,
Please be advised that as of today, STAT Fire Suppression,Inc.,has hydrostatically tested the Health
Center for 200lbs at two hours at the above referenced project as requested by E&F Walsh Building Company,
LLC. STAT Fire Suppression,Inc. has designed and installed the Fire Sprinkler System in accordance with
NFPA#13 and local authorities codes.
At this time STAT Fire Suppression,Inc.,has found the system to be in satisfactory condition and free of
leaks, STAT Fire Suppression,Inc.,will not be held responsible for any damage done in these areas. Any
questions please do not hesitate to contact my office at the above referenced number,
Respectfully,
OQ1r
Gre yo 1
Cp R'F
o�� F
[, V
Jo
CC: File
09- 11 -02 11 58 HARTCORN ID=516580109 P02/02
HARTCORN PLUMBING & HEATING INC.
JOBBING*ALTERATION* RESIDENTIAL*COMMERCIAL*INDUSTRIAL
850 SOUTH 2ND STREET,RONKONKOMA, N.Y. 11779
PHONE 631.580-2300*FAX 631-580.1090
EST. 1963
09/11/02D} LTi
E & F Walshj
1375 Kings Hwy East h t
Fairfield, CT 06430
Attn: Emil
Re: Peconic Landing Health Center
1205 Route 25
Greenport,N.Y.
To Whom It May Concern:
Please be advised that Hartcom Plumbing&Heating,Inc was the licensed
plumber for the above referenced project, Suffolk County Consumer Affairs License
#3203-P. All work in the Health Center was tested and inspected for leakage, pressure at
outlets, and cross connection in accordance with all state and local codes. In addition all
equipment has been tested and is functioning as per the manufacturer's specifications.
If you have any questions regarding this matter please don't hesitate to contact our office
(631) 580-2300.
Sincerely,
Nicholas R. Hartcom
President
�/—
Hartcorn Plumbing&Heating, Inc,
" BARTON&ASSOCIATES
A R C II I T t: C T S a P I- A N N f, R S
i
November 27, 2002
Mr. Michael J. Verity
Code Enforcement Officer
Southold Town Hall
53095 Main Road
P.O. Box 1179
Southold,NY 11971-1179
RE: PECONIC LANDING PROJECTS.
Re:Fire Extinguisher Certification.
Dear Mike:
In reference to the above mentioned project we,Barton&Associates, (Architects of Record for
said project), hereby certify that to the best of our knowledge, information and belief, the fire
extinguishers have been installed as required in compliance with all applicable laws,codes and
ordinances.
Very truly your;
BARYON&ASSOCI#TEy4
Frank P. Laughlin, RA
Senior Vice President
cc: Dennis M. Wilhelm, RLS
Al Broszeit,E&F Walsh
Bob Ellis,O/N
6vazn &A>soc�rrrs. INC.
Thomas C. Bat Ion,III,AIA
700 E. Main So eet,3rd Floor
Notrwo.n,PA 19401-4102
p 610.930.28110
1 610,930.2508
www.battonpannerx.com
b p
n�Y.waw »rt6 v,(u-
14
a NAVVALI- "R
a�
� 42"GB
s = _
op
��NILI.ANDlN1►
BARTON&ASSOCIATES BARTON&Associates,LY.
BARYON&Associates,Inc.
LLJJ ARC H I T E C T S ■ PLA N NERS Thomas C.Barton M AIA
700 E.Main Street,3rd Floor Norristown,PA 19401-4120
Tel klnngn' .o . T__cin nnn wnnn
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDINO DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Building Permit N ' s Board of Health
SOUTHOLD, NY 11971 27209!'r & 2 7 0 4 0 Z 3 sets of Building Plans
TEL: 765-1802 2- Survey
PERMIT NO. i1 -7-7�5' LZ Check
Septic Form
N.Y.S.D.E.C.
Trustees U 5- ,20 0 Z" Contact:
Approved 20 O Z Mailto: CM Exnedi ti ng Service
Disapproved a/c 176 Malts Ave, W. Islip, NY
Phone:-5 8 7-5 3 71 11795
Buildin ect i
JAN 2 5 2002
APPLICATION FOR BUILDING PERMIT
Date --= .- - ' 20 -
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupancy
is issued by the Building Inspector.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations,and to admit
authorized ins_ premises and in building for necessary inspections.
/� (Signature of applicant or name,if a corporation)
C,� o,LQ �...e��.K .�/�� Expediting Services, Inc
sr G �iat �q�i2)/ yV 4stt�& 4%we�/o Otis Elevator 176 Malts Avenue
(Mailing address of applicant)
West Islip, NY 11795
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or.builder
Agent for contrcator Otis Elevator Company 95 Seaview Blvd, Port Washington, NY
Name of owner of premises Peconic Landing - US Retirement Commu
(as on the tax roll or latest d
If applicant is a corporation, signature of duly authorized officer FEE'��io•w�
NOTIFY BUILDING DEPAR NT AT
(Name and title of corporate officer) 765-1802 9 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
t FOUNDATION . TWO REQUIRED
Builders License No. FO.^.POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
Plumbers License No. 3. INSULATION
4. FINAL • CONSTRUCTION MUST
Electricians License No. BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET
Other Trade's License No. THE REQUIREMENTS OF fHE N.Y.
STATE CONSTRUCTION &.ENERGIE
1. Location of land on which proposed work will be done: CODES. NOT RE3FONSIBLE F DESIGN OR CONSTNUCTION ERRORS'
1205 Main Road Greenport NY 11944 Southold
House Number Street Hamlet
County Tax Map No. 1000 Section 035 Block 0001 Lot 025
Subdivision Peconic Landing Filed Map No. 473889 Lot 025
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Apartments and health center
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work 6 new elevators
(Description)
4. Estimated Cost 342. 000 00 Fee 200. 00
(to be paid on filing this application)
5. If dwelling, number of dwelling units n/a Number of dwelling units on each floor n/a
If garage, number of cars n/a
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. n
7. Dimensions of existing structures, if any: Front n/a Rear n/a Depth n/a
Height n/a Number of Stories n/a On File
Dimensions of same structure with alterations or additions: Front n/a Rear on File
Depth n/a Height n/a Number of Stories n/a
8. Dimensions of entire new construction: Front n/a Rear n/a Depth n/a
Height n/a Number of Stories n/a on file
9. Size of lot: Front n/a Rear n/a Depth n/a On file
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated Southold
12. Does proposed construction violate any zoning law, ordinance or regulation: NO
13. Will lot be re-graded n/a Will excess fill be removed from premises: YES NO
14. Names of Owner of premises RLS Address Phone No. 860-525-6688
NameofArchitect Barton Assoc Address 1375 King Hwy Phone No 203-696-1270
Name of Contractor Otis Elevator Address 95 Seaview Blvdhone No516-625-5945
15. Is this property within 100 feet of a tidal wetland? *YES NO X
• IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED
16. Provide survey,to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
-_OUNTY OFSLt���IIU
'ehri-srtlnh Montesarito being duly swom, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
;S)Heisthe CM Expediting Services Inc_ c/o Otis Rlpyatnr company
(Contractor, Agent, Corporate Officer, etc.)
3f said owner cr owners, and is duly authorized to perform or have performed the said work and to make and file this application;
:hat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
)erformed in the manner set forth in the application filed therewith.
Sworn to before me thi
day of �
r...-, - 200(
C
NotagPublic \ Signature of Applicant
CHARD ROMARTIE
NOTARY PUBLIC. Stta a Of New y04
No. OICR5056862
Qualified in Suffolk County
Term Expires 3-,rf__ LTJ
ERTIFICATE IMBER
y1� !AI��♦ 1 01-00122983a-02
+: ♦AWF{1g4iM'11 �11�V. » ET�11+''� "' !" �B1�7� "
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
MARSH IDSA INC. NO RIGHTS UPON THE CERTIFICATE HOLDER OTHER THAN THOSE PROVIDED IN THE
ONE STATE STREET,19TH FLOOR POLICY.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE
HARTFORD,CT 06103 AFFORDED BY THE POLICIES DESCRIBED HEREIN.
COMPANIES AFFORDING COVERAGE
COMPANY
75450-.. A HARTFORD FIRE INSURANCE CO
INSURED COMPANY
OTIS ELEVATOR COMPANY B INSURANCE CO STATE OF PA
ONE FARM SPRINGS ROAD
FARMINGTON,CT 06032 COMPANY
C AMERICAN HOME ASSURANCE CO
COMPANY
D NATIONAL UNION FIRE INS.CO.
CGITHIG1Biryl�No�YMBWtlSURED NAM .
THIS 5 TO CERTIFY THAT POLICES OF INSURANCE DESCRIBED HEREIN HAVE BEEN ISSUED TO THE INSURED NAMED HEREIN FOR THE POLICY PERIOD INDICATED.
NOTW ITHSTAIK NG ANY REW REMENT.TERM OR CONDRDN OF ANY CONTRACTOR OTHER DOCUMENT W ml RESPECT TO W HGH THE CERTIFICATE MAYBE ISSUED OR MAY
PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.CONDITIONS AND EXCLUSIONS OF SUCH POLICES.LIMITS SHOWN
MAY HAVE BEEN REDUCED BY PAD CLAMS.
CO POLICYEFFECTIVE POLICYMPIRATION
LTR TYPE OF INSURANCE POLICY NUMBER DATE(MM/DOM/) DATE(MWOOM!) LIMITS
A GENERAL LIABILITY 02CSET10004E 01/01/00 01/01/03 GENERAL AGGREGATE $ 5,000,000
X COMMERCALGENERA /ABILITY PRODUCTS-CONIPIOPAGG $ WCL.ABOVE
CLAMS MADE lFYI
OCCUR PERSONAL S ADV INJURY $ 5.000.000
OWNERS ACONTMCTORS PILOT EACHOCCURRENCE $ 5,000,000
FIRE DAMAGE ORB IRS $ 100.000
MED EXP(AN one IBoD $ 5,000
A AUTOMOBILE LABILITY 02CSETID000E(AD) 01/01100 01/01/03
X1 ANY AUTO 02CSET10003E(M 01/01/00 01/01/03 COMBINED SINGLE LIMIT $ 5.000.000
�ALL OWNED AUTOS HARTFORD CASUALTY INS.CO. BODILY INJURY $
SCHEDULED AUTO$ 02CSET10002E(MA) 101101/00 01/07/03 (Per PN+OR)
HIRED AUTOS HARTFORD ACC&IND INS CO BODILY INJURY $
NON-OWNEDAUMS 02CSET10019E(HI) 01/01/00 01/01/03 (Per wckklM)
HARTFORD UNDERWRITERS INS PROPERTY DAMAGE $
SAMOS LIABILITY (AUTO ONLY-EA ACCIDENT $
ANY AUTO OTHER THAN AUTO ONLY
EACHACCDENT $
AGGREGATE $
LEXCESSLIABILITYIABILITY EACH OCCURRENCE $ELLA FORM AGGREGATE $
THAN UMBRELLA FORM $
CPEMBATI ANp WC STATU- OS'LIANLITY WC3569311•(AQ) 04/01/00 04/01/03 X TORY LMRSER IWC3569375•(CA) 04/01/00 04/01/03 EL EACH ACCIDENT $ 1,000,000
ETOW X _.NCL WC3569353•(FL NJ NV NV OR) 04/01100 04/01/03 EL DISEASE-POLICY LMR _ $ 1,000,000
PARTRE, vrvEWCEX356931(r CTEXCESS 04/01/00 04/01/03ARE: EXCL ( ) EL DISEASEFACH EMPLOYEE $ 1.000,000
I
i'
*AND SUBSEQUENT POLICY NUMBERS
ASSIGNED WITHIN THIS TERM.
DESCRIPTION OF OPEMTIONSILOCATIONONEMICLESISPECIAL ITEMS(LIMITS MAY BE SUBJECT TO DEDUCTIBLES OR RETENTIONS)
CONTRACT NO:429829-834 PROJECT/LOCATION OF WORK:PECONIC LANDING,1205 ROUTE 25,GREENPORT,NY 11944
':'t401.OBR ' '. ,,, z°''" 1CIIMCK4i,JYtfii�F.
SHOULD ANY OF THE POLICES DESCRIBED HEREN BE f NCELLED BEFORE THE EXPIRATION DATE THEREOF,
THE INSURER AFFORDING COVERAGE WILL ENDEAVOR TO MAI ___X DAYS WRITTEN NOTICE TO THE
TOWN OF SOUTHOLD CERTIFICATE HOLDER NAMED HEREIN.BUT FAILURE TO MAL SUCH NOTICE SHALL NPOSE NO OBLIGATION OR
53095 MAIN RD.
SOUTHOLD,NY 11971 LNBLRY OF ANY KIND UPON THE INSURER AFFORDING COVERAGE,DS AGENTS OR REPRESENTATMES,
MARSH USA INC.
r: James T.Haggerty
PETER 6. PAPPAS, PE P.O. Box 201
Consulting Engineer Bedford Hills, N.Y. 10507
Tel/Fax� (914) 277-3973
CeIINoi Mail: (917) 842-9216
November 21, 2001
Town of Southold
53095 Main Road
Southold, NY 11971
RE: Peconic Landing
1205 Main Road
Greenport, NY 11944
Six New Hydraulic Elevators
Otis Contract Vs 429829, 429830,429831,429832, 42963M&429834
Dear Sir/Madam:
I, Peter G. Pappas, certify that the referenced elevators will be designed and installed in
accordance to design prints and will conform -to-NYStJraifor�n ire Prevention and NYS
Building Code, Part 1062, Cabo-ANSI A117.1 - 1992, NYS Ele ator Law A17.1 - 1996.
If you require any additional it fofmation,please do not hesitate to(contact my office.
Very tru rs,
Peter G. Flappas, PE
OTIS-200 (12/95) OM REVISIONS
20'-0"
NOTE HOTINUO FASCIA IS NOT SELF-SUPPORTING FOR
LONG CONTINUOUS RUNS V010 OF ENTRANCES ADEQUATE
SUPPORT FOR THE FASCIA MUST BE PROVIDED BY OTHERS. IF — — NTRACT DATA (PER CAR)
�_ TANN F 7525 S
NOTE B' o II /1
RAIL BRACKET SUPPORT REQ'D 4- — — //// MOTOR HP 25
STEEL SAFETY BEAM FORA MINIMUM L 'Q= ,-�,f' B3
WITHIN 6° OF THIS DIMENSION. corvmOLLER SHUT-OFF VALVE TANK CAPACITY - GAL.
NET LIVE LOAD OF 5000# (2268KG)
4 (NOT BY OTIS), CONTROLLER
211
4._0.. n PLATFORM - PE ACA24UUUN
o m (X+-� C E - TYPE ACA2h000N
STACKED MAINLINES WITH LIGHT SW CLR. 'v 4. 0„ j RAILS - SZ - WT FT.
(NOT BY OTIS) — BUFFERS - TYPE 1 - SPRING
CLR �,,,..(/�/�/ . -G.�' ' BUFFER STROKE
2.75
Of;
rP - 1/" y - TOTAL c 's 110
U NV
AUTOSAFE m TAN"
/� ����On
DO j " ER Q ((X 111'IWWWllllp11111 '(�Jl pIUUUI(
O- Taw( /Y
o2 T o
m LET
-
4 OP
m
m� T-11 3/8" ESTIMATED WEIGHTS (LBS. PER CAR
- SI-UT-OFF VALVE 1174
z 3 TOTAL ENCLOSURE
w 8" TOTAL CAR 2327
2500
CONTRACT 429830
PLUNGER WEIGHT 150
TAND DIMENSIONS
laJ WHENEVER POSSIBLE MAINTAIN A 4" MINIMUM WIDTH DEPTH HEIGHT GROSS LOAD 4977
x o¢ z CLEARANCE BETWEEN TANK AND MACHINE ROOM WALLS. 42 25" 19.12" 40 50"
x MACHINE ROOM PLAN CONTROLLER DIMENSIONS
oCU U, a o MACHINE ROOM LOCATED ® 1 FLOOR WITH A CLEAR POWER: 480 V 3 PH 4 W. 60 HZ LIGHT 120 V.
ko " o o m CEILING HEIGHT OF NOT LESS THAN 7' 6" & A WIDTH DEPTH HEIGHT u
OTIS-200 (12/95) DM
NOTE, HOISTWAY FASCIA IS NOT SELF—SUPPORTING FOR CONTRACT 429829 REVISIONS
LONG CONTINUOUS RUNS VOID OF ENTRANCES ADEQUATE TANK DIMENSIONS
SUPPORT FOR THE FASCIA MUST BE PROVIDED BY OTHERS. NOTE A WIDTH DEPTH HEIGHT
42 25" 19.12" 40 50" CONTRACT DATA (PER CAR)
NOTE B CONTROLLER DIMENSIONS MACHINE 7530 S
RAIL BRACKET SUPPORT REQ'D. FIN. FL TD 0 OR HP. 30
WITHIN 6' OF THIS DIMENSION STEEL SAFETY BEAM FOR A MINIMUM WIDTH DEPTH HEIGHT u/s of- TO
NET LIVE LOAD OF 5000# (2268KG) TANK CAPACITY - GAL 83
/ ,(NOT BY OTIS) -•- 6'-5 3/8" SHUT-OFF VALVE 37.2" 11.5" 36 0" 4.5' CONTROLLER 211 2H
�- { PLATFORM - TYPE AAA24220E
CAR R - TYPE ACA24000N
® RAILS - SIZE - T #1-112 @ 12
H TANK BUFFERBUFFERSSTROKE E 1 775RING
r�ol WHENEVER POSSIBLE MAINTAIN A 4" MINIMUM o OIL - TOTAL GATS RE 110
Y qa CLEARANCE BETWEEN TANK AND MACHINE ROOM WALLS.
a f M
w MACHINE ROOM PLAN °°"�°�R
MACHINE ROOM LOCATED O 1 _ FLOOR WITH A CLEAR
CEILING HEIGHT OF NOT LESS THAN T 6" & A 3'-6" _
VENT PROVIDED FOR A HEAT RELEASE OF 11455 BTU/HR. CLR i,
wo ESTIMATED AM��1,NT OF TO & FROM OIL PIPING r.3 ®"
REQUIRED _ OF PIPE & 6 ELBOWS
OF
z a SHUT-OFF VALVE MAINLINE & LIGHT SW AIITOSAFE ESTIMATED WEIGHTS LBS PER CAR
TOTAL ENCLOSURE 1391
w (NOT BY OTIS) TOTAL CAR 2703
DUTY 4500
p i 3
1-50
PLUNGER
z
DO 8 GROSS LOADEIGHT 7353
o x d a p z
0 o p z w
a p
T-11 3/8"
k - o p 15 o POWER 460 V 3 PH. 4 W 60 HZ LIGHT 120 V.
m `f° DATA REQUIRED BY ANSI/ASME A17 1
i4 LO `r° o o U WORKING PRESSURE = 621 P.S FULL LOAD UP
ITEM NOMINAL SIZE OUTER DIAMETER WALL THICKNESS
r iv w id 2' 9" ___
- REFUGE PLUNGER 2 840 0.483
�' S `� d. LL CYLINDER -- 4.500 0.237
FL2 1 2 N N a m� �,� T&F PIPE 2" 2375 0.154
® F
HYDRAULIC PIPE TO CONFORM TO ASTM A53, TYPE E. GRADE B.
DETAIL"A" m DIMENSIONAL DATA ON LAYOUT COMPLIES WITH ANSI/AMSE A171
N CL OPEC, z AND/OR LOCAL CODE, SEISMIC ZONE = ZONE1
IMPORTANT NOTES, GENERAL REQUIREMENTS BY OTHERS
1 PROPERLY FRAMED & ENCLOSED LEGAL HOISTWAY INCLUDING VESTING AS
REQUIRED BY THE GOVERNING CODE, AND SAFETY BUM AS SHOWN
UI sH J TAPE READER LIMIT 2. ADEQUATE SUPPORT FOR GUIDE RAIL FASTENINGS FROM PIT FLOOR TO TOP OF
C �/T T T T 4 HSTWY. WITHIN THE MI VERT SPACING SHOWN ON THESE OWNS SEPARATOR
K PINNACE I/VI V \E �V IDV DETAIL T o m L1 L2 BEAM WHERE REQUIRED.
z — — 3 PROVISIONS FOR GUARDING & PROTECTING RIE HOISTWAY DURING CONSTRucnaN
o FL ALL CUTOUTS' 3-7/8" X 5-3/4" U N 01 S a ? L3 L4 TO BE ERECTED, MAINTAINED, & REMOVED BY INNERS
p O HALL FIXTURE ® ALL FLOORS, sl N E_ U yl — 4. ALL CUTTING OR PATCHING TO ACCOMMODATE ELEVATOR INSTALLATION.
N 5 HOISTWAY WALLS ARE TO BE DESIGNED & CONSTRUCTED IN ACCORDANCE WITH
b1 a DHE REQUIRED FIRE HATING INCLUDING WHERE PENETRATED BY ELEVATOR
O
SEE PHASE KEY SW. O FLOOR " 1" ONLY. �� nFIXTURE BOXES.AND TO INCLUDE ADEQUATE FASTENINGS TO HOISTWAY
_ Tp A-SEMBLIE_ HDP'I SIIPo@8 (HNTFLI 4OCT PE PROVIDED 12"
O3 HALL LANTERNS ® FLOORS "1 " W a+ ABOVE THE CLUB OPENING AT EACH LANDING TO SUPPORT DHE DOOR
FRAME ASSEMBLY THE ENTRANCE WALL & ME FINISHED BOOR MUST NOT BE
m CONSTRUCTED UNTIL THE FRAMES AND SILLS ARE SET
Y Do O, AH�T
6 FOR PRECAST OR POURED CONCRETE WALLS, PROVIDE THE MINIMUM ROUGH
OPENING FOR HOISIWAY AS SHOWN ON THESE DWGS, AND ANY GROUTING AROUND
ENTRANCE FRAME IF REQUIRED.mFL 1 hJ SUITABLE MACHINE ROOM WITH LEGAE ACCESS & MINIMUM HEIGHT OF 60FLADTO BE 01' BEE MACHINE ROOM TETO "CERE 95% N N- BETWEEN 6PFAND DOPE REUTIVE HUMIDITY NOT TO EXCEED 95S NON-CONDENSING FOR
PI - HEATING, BOVE BOER ANO AIR CONDITIONING REQUIREMENTS OTHER TIMI THOSE
SHOWN ABOVE fl6Efl i0 OTIS CONFIRMATION OF POWER SUPPLY FORM
L_ SILL ASSEMBLY (8Y OTS) 8 SUITABLE LIGHT & CONVENIENCE OUTLETS, WITH GFCI, IN THE MACHINE
a Uo d GROUTING F REQUIRED ROOM WITH THE UGIT SWITCH LOCATED ADJACENT i0 THE LOCI( JAMB SIDE
Ei ��z - BY OTHERS - _ _ - OF
THE MACHRIE ROOM DDDR
9 FOR EACH QUIPME T ATHENS PHASE ELECTRICAL FEEDER SYSTEM WITH A
U n w y FIN. FLOOR i� m m - FRONT SEPARATE EQUIPMENT GROUNDING CONDUCTOR PND A SINGLE PHASE 120 VOLT
OPNG ® EL'S LIGHTING SUPPLY EACH WITH A LASED DISCONNECT SWITCH OR CIRCUR
o U n BREAKER, WIRED TO EACH CONTROLLER
m m a 1 2 10 IN THE PIT, A SEPARATE BRANCH CIRCUIT FOR, CONVENIENCE GF.C.I. OUTLET,
HALL & UGHT FIXTURE WITH UGHT SWITCH ADJACENT TO THE PIT LADDER
w o - OFFS FIXTURE 11 ALL ELECTRIC POWER FOR TOOLS, LIGHT, HOIST, ETC, DURING ERECTION AS
LL GROUT STOP a p 9-1 2" WELL AS ELECTRIC CURRENT FOR STARTING AND ADJUSTED THE ELEVATOR
12 DRY PIT REINFORCED TO SUSTAIN VERTICAL FORCES SHOWN�((ALL LOADS SHOWN ON
m SILL LINE DOOR SPACE N z THESE DWGS, INCLUDE ALLOWANCE FOR IMPACT. EXCEPT AS NOTED)
SEE PLAN VIEW 3 9-1 2 D.B G. THE ACCUMUunoN OF WATER MUST BE PREVENTED
`r FRONT WALL LINE z13 AWNED VERTICAL STEEL UDDER TO PIT EXTENDING 3'6" ABOVE THE SILL
n 2' 7" 4' CL ON 1' OF THE B070M ENTRANCE AS LOCATED IN THE PLAN NEW. LADDER WIDTH
ERECTOR NOTE. DETAIL
rT A I I' A 11 - AND PROJECTED FROM WALL PER LOCAL CODE,
L. Y1 L h1 14 PR FLOOR BENEATH CYLINDERS AND BUFFERS TO BE RAT AND LEVEL WITHIN
DIMENSION TO TOP OF CYLINDER BASE PLATE _ 1' 9" 5' 8" R. 0. 2" 1/B" FULL WIDTH of HOISTWAY CUTOUTS AND PATCHING of FLOOR NOT BY OTIS
F UNABLE TO MAINTAIN THIS DIMENSION, "' ADEQUATE SUPPORT AT ALL FASTENING POINTS OF ENTRANCE 15 ELEVATOR CAN FLOORING MUST NOT EXCEED A THICKNESS of 5/16•
REFER TO DATA ON DRAWING #AAA22502A. ASSEMBLY REQUIRED. MUST WITHSTAND A HORIZONTAL PULL—OUT �1' ' 2-3/8" 1 5' 8" CAR INSIDE 1 2-3/8" 16. ONE I DEDICATED OUTSIDE TELEPHONE ONE TO THE ELEVATOR MACHINE
FORCE OF 140 LBS O EA FASTENING POINT (8 @ EA. ENTRANCE) ROO UST BE FURNISHED TELEPHONE CONNECTION To BCH CONTROLLER.
INCLUDING SUPPORT FOR, CENTER SILL SUPPORT BRACKET, /^\ 9-1/8" 6' —3/4" PLATFORM 9-1/8" TELEPHONE INSTRUMENT BY OTHERS.
PLUNGER LENGTH = 173.DOO" (NOT BY OTIS) I 1 1 17 ALL 125 VOLT. 15 OR 20 AMP, SINGLE PHASE RECEPTACLES INSTALLED IN
CYLINDER LENGTH = 169.750" '� i 3-1 2" 6' 4" D B.G. 3-1 2" PITS, MACHINE ROOMS OR MACHINERY SPACES, SIAL HAVE GROUND-FAULT-
NOTE. IF ENTRANCE WALLS ARE NOT LOAD BEARING THEN THEY CIRCUIT-INTERRUPTER IF F.c.l) PROTECTION
P/C BOTTOM CLEARANCE = 0.625" ", 10 SMOKE DETECTORS, LOCATED AS REQUIRED, WITH WIRING FROM THE SENSING
MUST NOT BE CONSTRUCTED UNTIL AFTER THE FRAMES & SILLS 1 w 4" 4" DEVICES TO A CONTROLLER DESIGNATED BY OTIS
ARE INSTALLED. IF ENTRANCE WALLS ARE LOAD BEARING THEN FOR EACH GROUP OF ELEVATORS, PROVIDE A NORMALLY CLOSED CONTACT
,�,I COORDINATE WITH OTS CONSTRUCTION SUPERINTENDENT , g-1 2" G B" TO PLUNGERS 5-1 T DING
FORREACHRGROUPEOFMEEVATORS. PROVIDE AE NORMALLY ECLOSEDRCONNTA T REPRESENTING
ELEVATION \VIEW VV ALL SMOKE DETECTORS LOCATED IN LOBBIES, HOISTWAYS, OR MACHINE ROOMS,
V ENTRANCE ARRANGEMENT FL2 BUT NOT THE SMOKE DETECTOR AT THE DESIGNATED RETURN IANOING (SEE ABOVE)
T 7" CL HOISTWAY & PIT OR RIE SMOKE DETECTORS AS DESCRIBED IN A & B BELOW,
CONTRACT NO 429629 FLOOR ARRGMT. WALL DEPTH \ '/ Al IFA TWO
CALL LAA IS LOCATED IN DHE WIRED TO AT IV BELOW THF LOWER
F / R F / R F / R '�i-�((h OF THE 1W0 RECALL TACTAS, E SHALL BE WIRED TO ACTIVATE THE SAME
NORMALLY CLOSED CONTACT AS THE SMOKE DETECTOR LOCATED IN THE LOBBY AT
1 / --- D2 / -- 9 000 / 0.000 THE LOWER OF THE TWO E LOC TEDUANDINGS
R 1 B) IF MACHINE ROOMS ARE LOCATED ar TIDE DESIGNATED PETERS
UNDINc,
2 / --- D2 / — 9 000 / 0.000 P LAN VI HAI DHE ALLY CLOSED
0 LOCATED THEREIN SHALL BE WIRED TO ACTIVATE THE SAME
FL2 L VV NORMALLv aosEo CONTACT AS THE RANKS DETECTOR AT THE DESIGNATED BIDDING.
FOR A SINGLE UNIT, OR GROUP OF EILVATORS HAVING ONE COMMON MACHINE
SUMP OR DRAIN F REQUIRED N PIT (NOT BY OTS) ROOM AND ONE COMMON HOISTWAY, PROVIDE ONE ADDITIONAL NORMALLY CLOSED
RAIL F�R'.E DET-Al LOCATION TO BE COORDINATED WITH OTIS TO LVM 4500 E GO PAC REPRESENTING ALL MACHINE ROOM AND HOISTWAY SMOKE DEIECTORs
AVOID ELEVATOR COMPONENTS AND ACCESS AREA. F THE GROUP CONTAINS MORE RAN ONE HOISTWAY, AND HOISTWAY SMOKE
NATE 20: DETECTORS ARE INSTALLED, OR IF THE GROUP HAS MORE MAN ONE MACHINE
EMERGENCY EXIT IN CAR TOP NOT LESS THAN 400 Sq *THIS FORCE INCLUDES IMPACT ROOM. PROVIDE ONE ADDmaNAL NORMALLY CLOSED CONTACT FOR EACH
UNITED ELEVATOR. THE CONTACT IS TO REPRESENT THE SMOKE DETECTOR IN TILE
INCHES IN AREA NO SIDE LESS 16' WITH GUARD SEE NOTES 2 & 12 TECHNOLOGIES GREATER NEW YORK MACH INE ROOM FOR THAT PARncUUR REVATOR, AND AND SMOKE DETECTORS
RAILING . EXIT TO BE KEPT CLEAR OF CAR EQUIPMENT. Ri = 280 OTIS ELEVATOR AREA IN THE HOISMAY CONTAINING THAT PARncuUR ELEVATOR
CAR: 19 IF SPRINKLERS ARE INSTALLED IN THE HOISIWAY, MACHINE ROOM. OR
NOTE 21: R2 - 218k TYPE LONTRACT NO 429829 MACHINERY SPACES, A MEANS TO AUTOMATICALLY DISCONNECT THE MAIN UNE
ELEV
ELEVATOR INCLUDING BUTTONS, SIGNALS, ETC. SHALL COMPLY ONE (1) PASSENGER POWER SUPPLY OF THE MFEC70 ELEVATOR PRIOR TO THE APPULATON OF
WATER SMOKE UDOCTORS SHALL NOT BE USED TO AGNATE SPRINKLERS IN
WITH ALL REQUIREMENTS OF THE CABWANSI AT 17 1-1992, TYPE LVM MODEL BUILDING RODERIC IANOINc HOISTWAYS, MACHINE ROOMS OR MACHINERY SPACES OR TO DISCONNECT THE MAN
SECTIONS 4.10.1.1 TO AND INCLUDING 4.1 O 1 14 MACH LINE POWER SUPPLY.
LOcnnoN 1205 ROUTE 25 GREENPORN BY 11544 NOTE A. TWO (2) 6"%6" CUTOUTS LOCATED 0 29 " AND 7' 0" ABOVE MACHINE ROOM
NOTE 22 *EACH BUFF. IMPACT LOAD = 19459# RATED LOAD: 4500 # CONT WITH. E&F/WALSH BUILDING COMPANY FLOOR (DIMENSIONS FROM FINISHED FLOOR TO B070M OF CUTOUTS)
INSTALLATION IS IN CONFORMANCE WITH BOCA-1996, *EACH CYL. IMPACT LOAD = 410 OWNER US RETIREMENT COMMUNITIES
NEC-1999 AND A17.1-1993-1995 PAYED SPEED 125 F.P.M.
MAXIMUM BRACKET SPACING ARc"r BARYON & ASSOCIATES
CAR = 14 D ' OPERATING SPEED IN 125 F P.M
DOWN
THE DOWN DIRECTIONDRAFTER GRANT WARD a^hD09-24-01
NOTE - DD NOT SCALE THIS DRAWING REFER TO DWGS. NO INSTALLATION DWG . N O • 429829 - PN
OTIS-200 (12/95) DM I IF?
NOTE 2AREVISIONS
A STEEL SEPARATOR BEAM TO BE PROVIDED NOT BY OTIS)
AT EACH FLOOR AND AT THE TOP OF THE HO STWAY.
DISTANCE BETWEEN SEPARATOR BEAMS NOT TO EXCEED THE
MAXIMUM RAIL BRACKET SPACING SHOWN ON DRAWING CONTRACT DATA (PER CAR)
MACHINE 15040 S
MOTOR HP, 40
TANK 2EAC17Y - GAL. 145
.CONTROLLER 211 3H
PLATFORM - TYPE AAA24220E
CARFRAME - TYPE ADA24000M
RAILS - SIZE - AT EIFT, 1-1 2 0 12
BU FERS - TYPE 2 - SPRING
BUFFER SRO 4 25
OIL - TOTAL GCS. REQ 205
PLUNGER — PIECES REO'D 3
MAX. FVC ASSEMBLY DIA 11.63"
2' 9„
a REFUGE
N � �
ELEV. A ))429831 ELEV. B $429832
z
_ NZ
ESTIMATED WEIGHTS LBS. PER CAR
m TOTAL ENCLOSURE 1423
TOTAL CAR 2583
DUTY 3500
d w ? PLUNGR W ,
'a 3 CE g � SEE NOTE 1 GROSSE 0 DEIGHT 6809
0 o z m
a < TAPER M SW. APE R M SW
a L1
DO L3 L4 L3 L4 POWER' 208 V. 3 PH. 4 W 60 HZ LIGHT 120 V
U 10
DATA REQUIRED BY ANSI/ASME A17 1
n N
RD
TO TO WORKING PRESSURE = 301 P.S FULL LOAD UP
ITEM NOMINAL SIZE OUTER DIAMETER WALL THICKNESS
PLUNGER --- 5.500 0 344
CYLINDER --- 8.625 0.322
T&F PIPE 2" 2375 0154
it PVC. --- 10 750 0.370
w ED io FRONT FRONT HYDRAULIC PIPE TO CONFORM TO ASTM A53, TYPE E, GRADE &
v v o OPEC. O FCS OPNG. FL'S. DIMENSIONAL DATA ON LAYOUT COMPLIES WITH ANSI/AMSE A17.1
N a n P 1 2 3 P 1 2 3 AND/OR LOCAL CODE, SEISMIC ZONE - ZONE1
o M OPNG. FIXTURE NO.
IMPORTANT NOTES, GENERAL REQUIREMENTS BY OTHERS
o O 1. PROPERLY FRAMED & ENCLOSED LEGAL HOISTWAY INCLUDING VENTING AS
z REQUIRED BY THE GOVERNING CODE, AND SAFETY BEAM AS SHOWN
z ¢• 4-1 2" 4' 4-1 2" 2 ADEQUATE SUPPORT FOR GUIDE MIL FASTENINGS FROM PIT FLOOR TO TOP OF
z D.B G D.B.G. NO WY WITHIN THE MAX, VERT SPACING SHOWN ON THESE RAPID. SEPARATOR
BEAM WHERE REQUIRED.
2' 7-1/2" 3' 6" CLOP. 5' 7" 3' 6" CL OP 1 2' 7-1 2" 3 PROVISIONS FOR GUARDING & PR07CENG THE HOISTWAY DURING CONSTRUCTION
a TO BE ERECTED, MAINTAINED, & REMOVED BY OTHERS
9-1/2" S 2" R. O. 1 h. ALL CUTTING OR PATCHING TO ACCOMMODATE ELEVATOR INSTALLATION
• 5. HOISTWAY WALLS ARE TO BE DESIGNED & CONSTRUCTED IN ACCORDANCE WITH
2-3Z8" 6' 8" CAR INSIDE 2-3/83' DIMENSIONS FOR THIS CAR THE REQUIRED FIRE RATING INCLUDING WHERE PENETRATED BY ELEVATOR11 _
SAME AS FOR CAR A FIXTURE ASSEMBLIES AND TONINGTAL UDE ADEQUATE
@L�ENINGS TO NG°IREWA12'
10-1/8" T -7Z4" PLATFORM _ 10-118, MOVE WE
CLEAR OPENING AT EACH LANORT �IN., T� FUPPORT ME DOOR
FRAME ASSEMBLY. THE ENTRANCE WALL & THE FINISHED FLOOR MUST NOT BE
CONSTRUCTED UNTIL THE FRAMES AND SILLS ARE SET,
3-1 2" T 3-1 4" D.B.G. 3-1 2" 6 FOR PRECAST OR POURED CONCRETE WALLS, PROVIDE THE MINIMUM ROUGH
OPENING FOR HOISTWAY AS SHOWN ON THESE DWGS, AND ANY GROUTING MOUND
5-3/8" ENTRANCE FRAME IF REQUIRED
7 SUITABLE MACHINE ROOM WITH LEGAL ACCESS & MINIMUM HEIGHT OF 7'6"
TO BE PROVIDED, MACHINE ROOM TEMPERATURE MAINTAINED BETWEEN 6D'F
AND 109F RELATIVE HUMIDITY NOT 70 EXCEED GO.. NON-CONDENSING FOR
HEATING, VENTIUTON, AND AIR CONDITIONING REQUIREMEN75 OTHER THAN THOSE
13 8' 9" CL. HOISTWAY & PIT $' 9" CL HOISTWAY & PIT SHOWN ABOVE REFER TO OTIS CONFIRMATION OF POWER SUPPLY FORM110 ,
B. SUITABLE LIGHT & CONVENIENCE OUTLETS, WITH OF C.I. IN THE MACHINE
O ROOM WITH THE LIGHT SWITCH LOCATED ADJACENT i0 THE LOCK JAMB SIDE
} 4" NDTE 2A OF THE MACHINE ROOM DOOR
BID 9 FOREACH ELEVATOR. A THREE PHASE ELECTRICAL FEEDER SYSTEM WITH A
F- 17' 10" TOTAL HDSTWAY & PIT SEPAMTE EQUIPMENT GROUNDING CONDUCTOR AND A SINGLE PHASE 120 VOLT
O LJGHTING SUPPLY EACH WITH A FUSED DISCONNECT SWITCH OR CIRCUIT
BREAKER, WIRED TO EACH CONTROLLER.
10. IN THE PIT. A SEPARATE BRANCH CIRCUIT FOR, CONVENIENCE G F C I. OUTLET,
3 M & UGHT FIXTURE WITH LIGHT SWITCH ADJACENT TO THE PIT HARDER.
11 ALL ELECTRIC POWER FOR TOOLS. EIGHT. HOIST. ETC, DURING ERECTION AS
2 WELL AS ELECTRIC CURRENT FOR STARTING AND ADJUSTING THE ELEVATOR.
O 12 DRY PIT REINFORCED TO SUSTAIN VERTICAL FORCES SHOWN(ALL LOADS SHOWN ON
THESE BAGS INCLUDE ALLOWANCE FOR IMPACT, EXCEPT A NOTED)
THE ACCUMULATION OF WATER MUST BE PREVENTED
O 13 A FIXED VERTICAL STEEL LADDER To PR EXTENDING 3'6" ABOVE THE SILL
OF THE BOTTOM ENTRANCE AS LOCATED IN THE PUN NEW LARGER WIDTH
G,
AND PROJECTION FROM WALL PER LOCAL CODE.
g ih. IF PIT FLOOR IS TO BE POURED BEFORE WELL HOLE OR CASING N INSTALLED
A ]FLOOR CUTOUT O Pli FLOOR SHALL BE LE IS NO CUTOUT AND PATCHING
OF FLOOR NOT RI OTS WHEN THE WELL HOLE IS NOT THE RESPONSIBILITY
CA ORIS, THE DRIWNG CONTRACTOR SHALL DRILL I WELL AND INSTALL
CASING TO SPCCIORDAN E WHICH SHOULD BE OBTAINED FROM OPS ELEVATOR
COMPANY; IN ACCORDANCE WITH GOVERNING CODES ALFAS HOLE TO BE MOF
B
SHOWN IA DEPTH AND DIAMETER FOR ORIS TO INSTALL MAX, PVC ASSEMBLY DA
SHOWN ABOVE, PERFECTLY PLUMB AT THE LOCATION INDICATED ON THIS TWO
15 ELEVATOR CAB FLOORING MUST NOT EXCEED A THICKNESS OF 5/16" UNLESS
N07ED OTHERWISE,
16. ONE (1 DEDICATED OUTSIDE TELEPHONE UNE TO THE ELEVATOR MACHINE
ROOM TRUST BE FURNISHED. TELEPHONE CONNECTION TO EACH CONTROLLER
TELEPHONE INSTRUMENT BY OTHERS.
NOTE. IF ENTRANCE WALLS ARE NOT LOAD BEARING THEN THEY 17. ALL 125 VOLT 15 OR 20 AMP, SINGLE PHASE RECEPTACLES INSTALLED IN
MUST NOT BE CONSTRUCTED UNTIL AFTER THE FRAMES & SILLS PITS, MACHINE ROOMS OR MACHINERY SPACES, SHALL LAVE GROUND-FAULT-
ARE INSTALLED IF ENTRANCE WALLS ARE LOAD BEARING THEN NOTE 2T R2 CIRCUIT-INTERRUPTER (GFC.L) PROTECTION
COORDINATE WITH OTIS CONSTRUCTION SUPERINTENDENT. EMERGENCY EXIT IN CAR TOP NOT LESS THAN 400 SQ. *R2
16 SMOKE DETECTORS, LOCATED AS REQUIRED, WITH WIRING FROM mL SENSING
INCHES IN AREA NO SIDE LESS 16" WITH GUARD DEVICES TO A CONTROLLER DESIGNATED BY OTIS.
FOR EACH GROUP OF ELEVATORS, PROVIDE A NORMALLY CLOSED CONTACT
ENTRANCE ARRANGEMENT RAILING . EXIT TO BE KEPT CLEAR OF CAR EQUIPMENT. REPRFSENTING THE SMOKE DETECTOR AT THE DESIGNATED RETURN LANDING
R1 FOR EACH GROUP OF ELEVATORS. PROVIDE A NORMALLY CLOSED CONTACT REPRESENTING
NOTE 221 nnn \/Ir1),/ ALL SM01(E DETECTORS LOCgTEO IN LOBBIES, HOISIWATS, OR MACHINE(ROOMS, 1FLOOR ARRGMT. WALL DEPTHF LH V V L VV BUT NOT THE SMOKE DETECTOR AT THE DESIGNATED RETURN LANDING SEE ABOVE
F / R F / R F / R ELEVATOR INCLUDING BUTTONS, SIGNALS, ETC SHALL COMPLY nR TWE1 A SM RE "FECT a IASLOGSEIBED Tile &B BEv a OR BELOW THE LOWER
WITH ALL REQUIREMENTS OF THE CA60/ANSI A117 1-1992, SUMP OR DRAIN IF REQUIRED IN PIT (NOT BY ORIS) � d A7 THE Two gScgLE ANDwcs IT srvuL BE WIRED To ACTIVATE THE SAME
P / --- D2 / --- 9 000 / 0 000 SECTIONS 4.10.1.1 TO AND INCLUDING 4 10 1 14. RAIL_ FARCE DETAIL- LOCATION TO BE COORDINATED WITH ORIS TO LVM 35 0 NORLALLr CLOSED cDNrncr LOCATED
SMOKE DETECTOR LOCATED IN INE LOBBY AT
D2 / --- 9 000 / 0.000 AVOID ELEVATOR COMPONENTS AND ACCESS AREA THE LOWER of THE TWO RECALL LANDINGS
B
NOTE 2 / --- D2 IF MACHINE ROOMS ARE LOCATED AT THE DESIGNATED RETURN LANDING,
UNITED E SMOKE DETECTOR LOCATEDS THEREIN SHALL BE WIRED TO ACTIVATE THE SAME
/ -- 9 000 0 000 INSTALLATION IS IN CONFORMANCE WITH. BOCA-1996, *THIS SEE NOTES L2 INCLUDES IMPACT ®TECHNOLOGIES NORMALLY CLOSED CONTACT As THE SMOKE DETECTOR AT THE DESIGNATED LANDING
3 / --- D2 -- 9.000 0 000 NEC-1999 AND A17.1-1993-1995. OTIS ELEVATOR GREATER NEW YORK FOR A SINGLE UNIT OR GROUP OF ELEVATORS HAVING ONE COMMON MACHINE
Rl = 272# AREA ROOM AND ONE COMMON HOISTWAY, PROVIDE ONE ADDITIONAL NORMALLY CLOSED
CAR: R2 = 126
# CONTACT REPRESENTING ALL MACHINE ROOM AND HOISTWAY SMOKE DEFECTORS.
IF THE GROUP CONTAINS MORE TNN ONE HOISTWAY. AND HGISTWAY SMOKE
TYPE CONTRACT N0. DEFECTORS ARE INSTALLED, OR IF THE GROUP HAS MORE THAN ONE MACHINE
ELEV TWO (2) PASSENGER 429831-832 EFE
ROOM, PROVIDE ONE ADDITIONAL NORMALLY CLOSED CONTACT FOR EACH
TYPE BUILDING PECONIC LANDING ELEVATOR. THE CONTACT IS TO REPRESENT WE SMOKE DETECTOR IN THE
_VM MODEL MACHINE ROOM FOR THAT PARTICULAR ELEVATOR, AND ANY SMOKE DETECTORS
MACH IN THE HOISTWAY CONTAINING THAT PARTICULAR ELEVATOR
LOCATION 1205 ROUTE 25 GREENPORT, HY 11944
19. IF SPRINKLERS ARE INSTALLED IN THE HOICALLY, MACHINE ROOM, OR
AI
NOTE INTERFACE OF THE WALL WITH ORIS FRAME BY THE *EACH BUFF. IMPACT LOAD = 7725 RATS) LDaD, 3500 /) CONT WITH E&F/WALSH BUILDING COMPANY POWER SUPPLY SPACES,
AFFECTED EMLEVVATOR PRIOR ITOQME APaucaTION ONE
DRYWALL CONTRACTOR MUST BE PER OTIS DRAWING A6920EV *EACH CYL IMPACT LOAD = 17793# DWNEN US RETIREMENT COMMUNITIES WATER SMOKE DETECTORS SHALL NOT BE USED TO ACTNATE SPRINKLERS IN
TO MAINTAIN THE FIRE RATING OF THE ENTRANCE ASSEMBLY. RATED SPEED. 125 FPM. HOIST THA MACHINE ROOMS OR MACHINERY SPACES OR TO DISCONNECT THE MAIN
ONLY THE EXACT ARRANGEMENT SHOWN ON THIS DRAWING MAXIMUM BRACKET SPACING ARCHE BARTON & ASSOCIATES UNE PDWL'R SUPPLY
BASED ON ARRANGEMENT BEING FURNISHED CAN BE PROVIDED. CAR = 14' C" OPI:RATNG SPEED IN 125 F P M.
THE DawN DIRECTION DRAFTER MIKE BERRY DATED.
T� A /� h DWG .
NOTE — DO NOT SCALE THIS DRAWING REFER TO DWG'S. NO 429831 — MR I N Cj/1I /\TION D1/1/1 I\ O . A_298JI — I'll
ons-200 (11/92)
NOTE HOISTWAY FASCIA IS NOT SELF-SUPPDRTING FOR
LONG CONTINUOUS RUNS VOID OF ENTRANCES ADEQUATE
SUPPORT FOR THE FASCIA MUST BE PROVIDED BY OTHERS
3
NOTE B'
RAIL BRACKET SUPPORT REOb. STEEL SAFETY BEAM FOR A MINIMUM
WITHIN 6" OF THIS DIMENSION NET LIVE LOAD OF 5000# (2268KG)
T3' 7-3 8" (NOT BY OTIS) ❑ ❑
ELEV. A X429831 ILEV B x'429832
0
ON
QU NJN � H
W J
1 2
n f�0 m o EQ. EQ.
CL. DENG. CL QPNG.
¢ I I
FINHALL FIXTURE CUTOUT DETAIL
BE FL ALL CUTOUTS. 3-7/8" X 5-3/4" U N.O.
mx ¢ So "
0 a O HALL FIXTURE @ ALL FLOORS.
Z V ED U U O
O2 SES PHASE I KEY SW O FLOOR " 1 " ONLY.
ED o
HALL LANTERNS IS FLOORS
on ° DO o
m
- AUTOSAFE NOTE 20'
CONST SUPER. TO COORDINATE WITH GEN CONT. ON ROUTE
ED
1 11 IFL.31OF TO & FROM PIPING, WIRING AND LOCATION(S) OF 8X10" (MIN )
14'-0" CUTOUT(S) (NOT BY OTIS) BETWEEN HOISTWAY AND MACH. RM
o DETAIL"A"
v
.1 MAINLINE & LIGHT SW r SILL ASSEMBLY (BY OTIS)
(NOT BY OTIS) / GROUTING IF REQUIRED
FL.2 3-6" io /l/// BY OTHERS
('�LR o o z - FIN FLOOR
3-6" .� w � � o
o
OUR
oHE
QO aourRDUER CONTROUR GROUT STOP
= SILL LINE DOOR SPACE
o TArvI: lam '� SEE PLAN VIEW
FLA o ih� FRONT WALL LINE
DETAIL "A"
ADEQUATE SUPPORT AT ALL FASTENING POINTS OF ENTRANCE
o, ASSEMBLY
REQUIRED.
SHUT—OFF VALVES FORCEOF 140BUWITHSTAND
® EA. FASTENINN
POINT (8 ®LPULL-OUT
EA.
ENTRANCE)
LE o INCLUDING SUPPORT FOR, CENTER SILL SUPPORT BRACKET,
a (NOT BY OTIS)
o-
BE NOTE A
FLP
N 1 w w
V) r l R• l
H
� a
BE
o:
L' ELEV A #429831 ELEV B (429832
< DO
d x m
Q U
W ¢�
r
2 Y]
Z Q
(~J 2
U Z Z VI
w' WHENEVER POSSIBLE MAINTAIN A 4" MINIMUM /
a CLEARANCE BETWEEN TANK AND MACHINE ROOM WALLS,,/
I MACHINE ROOM PLAN ' II"
w PLUNGER MACHINE ROOM LOCATED ® P FLOOR WITH A CLEAR
zlz CEILING HEIGHT OF NOT LESS THAN 7'6" & A VENT }p
E CYLINDER PROVIVDED FOR A HEAT RELEASE OF 30540 BTU/HR.
v a ESTIMATED AMOUNT OF TO & FROM OIL PIPING REQUIRED;
z : y PVC PROTECTION CONTRACT No. 429831 20' OF PIPE & 4_ ELBOWS,
E CONTRACT No 429831 - 20' OF PIPE & 0ELBOWS -
M CASING _
(IF REQ'D LVM 3500
)
io
M
REVISIONS UNITED
TEHN
®OTIS ELEVAEOR GREATER NEW YORK AREA
CONTRACT 429831-832 PE TWO (2) PASSENGER DON1RACr NO: 429831-832
TANK DIMENSIONS E.
WIDTH DEPTH HEIGHT PE LVM MODEL BUILDING PECONIC LANDING
46.00 29.N5' 40.50 LOCATION 1205 ROUTE 25 GREENPORT, W 11914
CONTROLLER DIMENSIONS RATE LOAD3500 SENT WITH E&F/WALSH BUILDING COMPANY
ELEVATION VIEW WIDTH DEPTH HEIGHT UFI OF TO OWNER RATED SPEED! 125 F.P.M. US RETIREMENT COMMUNITIES
CONTRACT No 429831-832 37 2" 11 5" 36 0" 1 4.5ARSHT BARTON & ASSOCIATES
THDOWN OPERATINGSPEED IN 12S F.P M
THE Dowty DleecnoN oanTteR: MIKE BERRY DereO: 09-24-01
NOTE - DO NOT SCALE THIS DRAWING REFER TO DWG'S. N0. 429831 - PN I N CTALLAT 0 N DWG . NO . 429831 - MR
OTIS-200 (12/95) DM _
NOTE 2A REVISIONS
A STEEL SEPARATOR BEAM TC BE PROVIDED (NOT BY OTIS)
AT EACH FLOOR AND AT THE -LOP OF THE HO BTWAY.
DISTANCE BETWEEN SEPARATOP BEAMS NOT TO EXCEED THE
MAXIMUM RAIL BRACKET SPACED SHOWN ON DRAWING. CONTRACT DATA (PER CAR)
MACHINE 9430 S
MOTOR30
TANK CAPACITY - GAL 83
CONTROLLER 211 3H
PLATFORM - TYPE AAA24220E
CARFRA E - TYPE ABA24000M
RAILS 5IZE - WF/FT. #1-1/2 0 12
BUFFERS - TYPE 2 - SPRING
BUFFER STROKE 4.25'
OIL — TOTAL GI REQ, 110
PLUNGER — PIECES REED. 3
MAX. P.V C. ASSEMBLY DIA 9.38"
2' 9"
ESTIMATED WEIGHTS LBS. PER CAR
N 'y REFUGE
_ �o � TOTAL ENCLOSURE 1325
,y IIN ELEV A 429833 N ELEV B J/429834 TOTAL CAR 2404
v1 of DUN 2500
PLUNGER WEIGHT 445
vI'`Ii GROSS LOAD 5414
3 w SEE NOTE 1
� N
Q O O z Z N
¢ TAPE R M SW. E4TAPEE M SW. POWER: 208 V 3 PH 4 W 60 HZ LIGHT 120 V.
L1 LST LST DATA REQUIRED BY ANSI/ASME A17.1
y to L31 71 WORKING PRESSURE = 368 P.S.I. FULL LOAD UP
vTC TC ITEM NOMINAL SIZE OUTER DIAMETER WALL THICKNESS
U,
ir PLUNGER -- 4 438 0 306
CYLINDER -- 6 625 0.280
T&F PIPE 2" 2.375 0.154
_ It— P.V C - 8 630 1 0.320
FRONT FRONT HYDRAULIC PIPE TO CONFORM TO ASTM A53, TYPE E, GRADE B.
v n m m o DENG. ® FL'S. DENG. @ FCS. DIMENSIONAL DATA ON LAYOUT COMPLIES WITH ANSI/AMSE A17.1
N n P T 2 3 P 1 2 3 AND/OR LOCAL CODE, SEISMIC ZONE = ZONE1
HALL IMPORTANT NOTES; GENERAL REQUIREMENTS BY OTHERS
DENG. FIXTURE OPNG
o U 1. PROPERLY FRAMED & ENCLOSED LEGAL HOISIWAY INCLUDING MINING AS
REQUIRED BY E GOVERNING CODE, AND SAFETY BEAM AS SHOWN.
N z2 ADEQUATE SUPPORT FOR GUIDE RAIL FASTENINGS FROM PIT BOOR TO TOP OF
z 4' 4-1 2" 4' 4-1 /9" HS1WY. WITHIN THE MAX. VERT, SPACING SHOWN ON THESE OWGS. SEPARATOR
D.ET.G D.H G. BEAM WHERE REQUIRED
2' 7-119" 3' 6" CLOP 5' 7" 3' 6" CLOP. 2' 7-1/2" 3 PROEI
BE NS FO D,GUARDIAINED, PROTECTING D BYE HOISWAY DURING CONSTRUCTION
4 All CU71NO OR PATCHING r0 ACCOMMODATE ELEVATOR INSTALLATON
1 9 1 2 5 2 R 0 7 9 1 2 5, HOISIWAY WALLS ARE TO BE DESIGNED &tLICONSTRUCTED IN ACCORDANCE WHO
FIXTURE BOXES AND Go INCLUDE ADEQUATE FASTENINGS TO
10-1/8"3�J 7 3/4" PLATFORM 2 1 3 10-1/8" DIMENSIONS
SAME AS FOR CAR AGAR \ ASSEMBLIES A NSM MECIBURTOENING AT ACHLLNNuEi�IEsn SUPPORTME DOOR MUK BE PROVIDED DE
UCTED
IL
SEE
3-1 2" — T 3-1 4" D.B.G. 3-1/2 6 OPENINGPRECAST
FOR HOISIWAYPOURED ASCONCRETE SHOWN ON ESEPEWOSEANDE AV GROUTING AROUND
5-3 8" 5-3/8 ENTRANCE FRAME IF REQUIRED,
7 SUITABLE MACHINE ROOM WITH LEGAL ACCESS & MINIMUM HEIGHT OF 7'6"
TO BE PROVIDED MACHINE ROOM TEMPERATURE MAINTAINED BETWEEN 69F
AND 1OVF. RELATIVE HUMIDITY NOT 70 EXCEED 952 NON-CONDENSING FOR
HEATING, VENTIUION, AND AIR CONDITIONING REQUIREMENTS OTHER WAN INOSE
N 8' 9" CL HOSTWAY & PIT 8 9" CL. HOSTWAY & PIT SHOWN ABOVE REFER TO ons CONFIRMATION OF POWER SUPPLY FORM,
O B ROOM SUITABLE
UGIT SW17CHNLOCATESMJACEWITH
NT TO THE 'L IN THE
MACHINE
> 4" NOTE 2A OF THE MACHINE ROOM 0009.
GO 9 FOR EACH ELEVATOR, A THREE PHASE ELECTRICAL FEEDER SYSTEM WITH A
rSEPARATE EQUIPMENT GROUNDING CONDUCTOR AND A SINGLE PHASE 120 VOLT
O 17' 10" TOTAL HOSTWAY & PIT LIGHTINGSUPPLY EACH WHO A LASED DISCONNECT SWITCH OR CIRCUIT
Z BREAKER, WIRED TO EACH CONTROLLER.
ID. IN THE PE, A SEPARATE BRANCH CIRCUIT FOR, CONVENIENCE G EC I. OUTLET,
n & UGHT FIXTURE WITH LIGHT SWITCH ADJACENT TO THE PIT (ADDER
6, f 11. ALL ELECTRIC POWER FOR TOOLS, LIGHT, HOIST, ETC, DURING ERECTION AS
F y WELL AS ELECTRIC CURRENT FOR STARING AND ADJUSTING THE ELEVATOR
0 12, DRY PIT REINFORCED TO SUSTAIN VERTICAL FORCES SHOWNlALL LOADS SHOWN ON
ESE DINGS INCLUDE ALLOWANCE FOR IMPACT, EXCEPT hhSS NOTED).
w THE ACCUMULATON OF WATER MUST BE PREVENTED
OB 13, A FIXED VERTICAL STEEL LADDER TO PIT EXTENDING 3'6" ABOVE THE SILL
OF ME I
O
AND PRORJECPLOCATED
FROM WALL PERLOCI
AL CE CODE NEW. TEACHER WIDTH
p
" 14. IF PIT FLOOR 15 TO BE POURED BEFORE WELL HOLE OR CASING IS INSTALLED
g
OFFLOORNOTOUT BY OTS PIT
TWHENOR SHALL ME WELL HOLE SDED NOTQMEOUT AND RESPONSIBILITY
_ I OF OTS WE DRIWNG CONTRACTOR SHALL DRILL A WELL AND INSTALL
CASING HO SPECIFICATIONS WHICH SHOULD BE OBTAINED FROM OTS ELEVATOR
COMPANY, IN ACCORDANCE WITH GOVERNING CODES CLEAR HOE 70 BE OF
ADEQUATE DEPTH AND DIAMETER FUR OT15 TO INSTALL MAX PVC ASSEMBLY DIA.
SHOWN ABOVE, PERFECTLY PLUMB AT E LOCATION INDICATED ON LUIS DWG
I ' 15, ELEVATOR CAB FLOORING MUST NOT EXCEED A THICKNESS OF 5/16' UNLESS
A NOTED OTHERWISE
16 ONE (1 DEDICATED OUTSIDE TELEPHONE LINE TO E ELEVATOR MACHINE
P, ROOM OUTSIDETI
OST BE FURNISHED. TELEPHONE CONNECTION TO EACH CONTROLLER
TELEPHONE INSTRUMENT BY OTHERS
NOTE' IF ENTRANCE WALLS ARE NOT LOAD BEARING THEN THEY 17 ALL 125 VOLT, 15 OR 20 AMP, SINGLE PHASE RECEPTACLES INSTALLED IN
W6, MACHINE ROOMS OR MACHIN¢[RY SPACES, SHALL NAVE GROUND-FAULT-
MUST NOT BE CONSTRUCTED UNTIL AFTER THE FRAMES & SILLS NOTE 20 R2 P+ T CIRCUIT—INTERRUPTER (c Fcl) PROTECTION
ARE INSTALLED. IF ENTRANCE WALLS ARE LOAD BEARING THEN EMERGENCY EXIT IN CAR TOP NOT LESS THAN 400 SQ. 1e. SMOKE DErecroas LOCATED AS REQUIRED, W17H WIRING FROM THE SENSING
COORDINATE WITH OTOS CONSTRUCTION SUPERINTENDENT. DEVICES TO A GO MOLTER DESIGNATED BY OTS
INCHES IN AREA. NO SIDE LESS 16" WITH GUARD FOR EACH GROUP OF GLEAMED, PROVIDE A NORMALLY CLOSED CONTACT
RAILING . EXIT TO BE KEPT CLEAR OF CAR EQUIPMENT. REPRESENTING THE SMOKE DETECTOR AT E DESIGNATED RETURN LANDING
FOR EACH GROUP OF ELEVATORS, PROVIDE A NORMALLY CLOSED CONTACT REPRESENTING
ENTRANCE ARRANGEMENT R7 ALL SMOKE DLTECTORS LOCATED IN LOBBIES, HOISTWAYS, OR MACHINE ROOMS
NOTE 21 PLAN V EW BUT NOT WE SMOKE DETECTOR AT TSE DESIGNATED RETURN UNDING (SEE A36VE)
FLOOR ARRGMT WALL DEPTH R2 OR E SMOKE DETECTORS AS DESCRIBED IN A & B BELOW
ELEVATOR INCLUDING BUTTONS, SIGNALS, ETC SHALL COMPLY A) IF A SMOKE DETECTOR 15 LOCATED IN THE HOISTWAY AT OR BELOW THE LOWER
F / R F / R F / R WITH ALL REQUIREMENTS OF THE CABG ANSI A117.1-1992, SUMP OR DRAIN IF REQUIRED IN PIT NOT BY OTOS
/ ( ) \ / OF THE TWO RECALL TACT A S, IT SHALL D WIRED L ACTIVATE E CAME
LOCP / -- D2 / --- 9.000 0 000 SECTIONS 4 10 1.1 TO AND INCLUDING 4.10.1 14. RAIL_ FORCE DETAIL AVOID AELEVATOR TION TO BCOMPONENTS T AND ED WACCESS ITH S AREA LV M 2500 MENORLOWER OF M CONTACT R As E SMOKE DLTEcraR LOCATED IN E LDe9v AT
1 --- D2 - 9.000 0 OLIO E LOWER OE THE S RECALL LANDINGS.
B) IF MACHINE ROOMS ARE ORS THEREIN
EI THE DESIGNATED flTO AG LANDING,
NO SMOKE DETECTOR TACAINII EREIN SHALL BE WIRED i0 ACTNATE THE SAME
2 — D2 — 9.000 0.000 NOTE 22. *THIS FORCE INCLUDES IMPACT CANTED NORMALLY cmUN CONTACT AS THE OVATO DETECTOR AT THE MON DESIGNATED uxpwc.
/ -- / — / INSTALLATION IS 17 CONFORMANCE WITH: BCCA-1996, SEE NOTES 2 & 12 OTIS ELEGIES GREATER NEW YORK FORA SINGLE CO OR GROUP OF FPROVIDE MANGONE
ONE COMMON MACHINE
3 --- D2 - 9.000 0000 NEG-1999 AND A1Z1-1993-1995. OTOS ELEVATOR AREA ROOM AND ONE COMMON ALL
MACAY PROVIDE ONE OISTRONAL NORMALLY CLOSED
/ Rl = 1944# IF MECi R UP CONTAIN PLL MACHINE ROOM PND HOISND SMOKE DETECTORS.
CAR'_ R2 = 73° CONTRACT NO DETECTORS THE GROUP CONTAINS MORE IFLW ONE HOISNAAY, AND H0151WAV SMOKE
TYPEEEEG TVJD 2 PASSENGER 429833-834 ROOM, PARE INSTALLEDAMF OR IF OR GROUP HAS MORE THIN ONE MACHINE
ELEV. ( ) ROOM, PROVIDE ONE ATISTO NORMALLY CLOSE CONTACT FOR EACH
DRILLING: PECONIC WJDING ELEVATOR THE CONTACT IS TO REPRESENT THE SMOKE Y SMOKE D THE
TYPE LVM MODEL MACHINE ROOM FOR WT PING THAT ELEVATOR, AND ANY SMOKE DETECTORS
MACH LOCATION 1205 ROUTE 25 GREENPORT, W 11944 IN THE FOISTSPRINKLERS
AR CONTAINING THAT PABISTWAR ELEVATOR
19 IF SPRINKLERS ARE INSTALLED IN E HOISIWAY, MACHINE ROOM, I
*EACH BUFF. IMPACT LOAD = 6213)( RnTFD LOAD 2500 CONT. wnH E&F/WALSH BUILDING COMPANY MACHINERY SPACES, a AFFECTED
TO AUTOMATICALLY DISCONNECT TIE MAN CANE
NOTE: INTERFACE OF THE WALL WITH OTOS FRAME BY THE POWER SUPPLY OF THE AFFECTED ELEVATOR PRIOR TO DV APPLICATION OF
WATER SMOKE DETECTORS SHALL NOT BE USED TO ACTIVATE SPRINKLERS IN
DRYWALL CONTRACTOR MUST BE PER OTOS DRAWING A6920EV *EACH CYE. IMPACT LOAD = 13910 125 F.P.M. OWNER US RETIREMENT COMMUNITIES HOISTWArs, MACHINE ROOMS OR MACHINERY SPICES DR ro DISCONNECT THE MAIN
TO MAINTAIN THE FIRE RATING OF THE ENTRANCE ASSEMBLY. MAXIMUM BRACKET SPACING RATE. SPEED. nRCHT CANE POWER SUPPLY
ONLY THE EXACT ARRANGEMENT SHOWN ON THIS DRAWING BARTON & ASSOCIATES
CAR = 14' 0" OPERATING SPEED IN 125 F.P M.
BASED ON ARRANGEMENT BEING FURNISHED CAN BE PROVIDED THE DOWN DIRECTION DRMFER. MIKE BERRY RATED 10-09-01
NOTE — DO NOT SCALE THIS DRAWING REFER TO DWG'S. NO. 429833 — MR - INSTALLATION DWG . NO . 429833 — PN
OTIS-200 (11/92)
NOTE. HOISTNAY FASCIA IS NOT SELF-SUPPORTING FOR
LONG CONTINUOUS RUNS VOID OF ENTRANCES, ADEQUATE 3
SUPPORT FOR THE FASCIA MUST BE PROVIDED BY OTHERS.
NOTE B.
RAIL BRACKET SUPPORT REQ'D. STEEL SAFETY BEAM FOR A MINIMUM 0
WITHIN 6' OF THIS DIMENSION. NET LIVE LOAD OF 5000# (2268KG) ELEV. A #429833 ELEV, B #429834
3' -3 8" (NOT BY OTIS).
z
,o w
� w z
> ® x
7 M
0 E E
CL OPNG CL. OFNG.
o LL� m
Iww I I
o <
FINHALL FIXTURE CUTOUT DETAIL
ALL CUTOUTS 3-7/81' H 5-3/4" U N 0
� O1 HALL FIXTURE @ ALL FLOORS.
x
SES PHASE I KEY SW. ® FLOOR P' 1 'p ONLY.
0
o m U o O3 HALL LANTERNS FLOORS 'p1
U �
I e ` m o a J AUTOSAFE
M
NOTE 20,
CONST. SUPER. TO COORDINATE WITH GEN, CONT ON ROUTE
ui m OFROM
UTOUT(S) (NOT PIPING,OTIS)WIRING
BETWEENAND
HOSATVWAY LOCATION(S)
MACH.OF MIN.)
RM(
FL.3
0
DETAIL"A" MAINLINE & LIGHT SW.
(NOT BY OTIS)
c 3'-6SILL ASSEMBLY (BY OTIS)
o CLR - - - GROUTING IF REQUIRED
BY OTHERS.
FL2 3,-6. o < U n FIN FLOOR
L� CLR.
� cON1RDLLER cONrRou.ER
�
TANK
GROUT STOP
Tnae SILL LINE DOOR SPACE
FRONT WALL LINE SEE PLAN VIEW
FL I ED0
DETAIL- "A"
SHUT-OFF VALVES ADEQUATE SUPPORT AT ALL FASTENING POINTS OF ENTRANCE
} ASSEMBLY REQUIRED. MUST WITHSTAND A HORIZONTAL PULL-OUT
NOTE A FORCE OF 140 LBS ® EA. FASTENING POINT (8 0 EA. ENTRANCE)
INCLUDING SUPPORT FOR, CENTER SILL SUPPORT BRACKET,
t, (NOT BY OTIS)
Y _
m FL.P
F
� - a
Y n V
Q
ED - ELEV. A #429833 ELEV B #429834
ILL w
z L
a PE
x
Z a °' WHENEVER POSSIBLE MAINTAIN A 4" MINIMUM
Z CLEARANCE BETWEEN TANK AND MACHINE ROOM WALLS. `
0 o x
m MACHINE ROOM PLAN
oz-i x MACHINE ROOM LOCATED NO 0 P FLOOR WITH A CLEAR
w w 7
v a a CEILING HEIGHT OF NOT LESS THAN 706' & A VENT
m a a PROVIVDED FOR A HEAT RELEASE OF 30540 BTU/HR.
v p
oz ESTIMATED AMOUNT OF TO & FROM OIL PIPING REQUIRED; "'U}__;,q�:'LTp✓
w w PLUNGER CONTRACT No. 429833 _ 20' OF PIPE & 4 ELBOWS _____ .y; � � •
YLINDER CONTRACT No. 429834 _ 20' OF PIPE & _ 6 ELBOWS
o
z ED PVC PROTECTION
nENc
LVM 2500
M (IF EMU )
n REVISIONS TECHNOLOGIES
UNITED
®OTIS ELEVATOR GREATER NEW YORK AREA
CONTRACT 429833-634 EPE TWO (2) PASSENGER coNlI NO 429833-834
TANK DIMENSIONS TYPE BUILDING PECONIC LANDING
WIDTH DEPTH HEIGHT mncH LVM MODEL LOCATION 1205 ROCK 25 GREENPORT, Nr 11944
42 25•' 19 12" 40 50"
CONTROLLER DIMENSIONS RATED LOAD 2500# CONT WITH E&F/WALSH BUILDING COMPANY
1^/ vw L TD OWNER' US RETIREMENT COMMUNITIES
ELEVATION VIEW WIDTH DEPTH HEIGHT us DF CONIR. RATED SPEED! 125 FP.M.
� ARcer. BARYON & ASSOCIATES
CONTRACT No. 429833-834 37.2' 1 L5' 36 0" 4.5" (�T THEOPE pOWN SPEED IN 125 F.P.M. (�Q Z Z pDRnr1ER MIKE BERRY arm 10-09-01
NOTE - DO NOT SCALE THIS DRAWING REFER TO DWG'S. NO 429833 - PN N \TALL ION DWG . N 0 . 42JUJJ - MR
Young & Young
L— 400 Ostrander Avenue, Riverhead New York 11901 I _
631-727-2303
Etnunt - -"
7 �" Howard W. Young, Land Sumeyor
Alden W. Young, P.E. & L.S. (1908-094)
I\L tT ti❑q Q Thomas C. WolToert, Profeasional Engineer
Robert C TGNI Architect
NEW FRAME GAZEBO
Cf �
u Pd59'49'20'E
G � � � 438 - 6" WATER MAIN �\ O 21 Fi,89
Jo
115]"50. I d• F
/ t _ 257 79 o
„ c
15" 1 _ r' - HOOSE , g
CONNECTION IIS
21" E 163 50' ry 162 \ �5iA6' t1 5� 5 •V
6g N 6"6613' E _ �
'n g•E _ 08 _
n s4 ry finoo' _
w 1 °oa�
Ij E > SO n baa 1� 1 11 II - 411
1 r
� _ \ A 1
r4 EXISTING POND I. e, 1 �" IK I 37�f
�C 8" WATER MAIN
NEW FRAME GAZEBO
iW �kyRv�a �P' r HOUSE
CONNECTION
` a 6 8" SANITARY SEWER w R�° /41 ^ / r%V h N x __ IL_�_ - n - o -,
w," P -
�� I } • III - _iATER
YN�'�p
O yy e .__ R .d1II11SERVICE
_ a
he"n 1 ` r 1" tee-•./ / /U
E 8" WATER MAIN
63 " �. , �r HOUSE /o
559'31
W7a 's \ , nr X41` • CONNECTION � 10555�/, O IN
N 5J'IT - •e/ i�h ��i .4 to l 11 Bp �9 i Iv
1 I6 _ ..-0)
scSEE: tiic Ee. � � EtiT 1
WATER SERVICE � 1 '1
.N / II S82' v
N' , ,
,C,cS 2829
2 1 ',
6 B•
41-
�� PHASE 1i g6. W 6" WATER MAIN
"�,,
'' 41642 ACRES
/�� r :/ fix.. A2A���� WETLANDS DS ` 72���y� B" SANITARY SEWER .,� _� +. �1 bNA T 3E
a^ m 1 19.
v v
7
e" 4 r, \ 558'20 , 1 / _
of 1 ary
PHASE 6 ACRE ,L \ �''v/i/ \ 8F° , 108 97 1164
il NOTE / ,5 \', \ -1a;� tlL_ . � .,.ra::_::
�.: n "WATER SERVICE _NE_ xrn.nxo .�� M of a -��
d ^ eauxo.wx ns succes ev / 7-j p/ v h wy¢�^N p. ('
�v;;. a rarer s¢uul ar eanxru / ' O ^] o o d4 1�
_ 6" WATER MAIN p a ^j HHUROGHw.AL We o r C 1(� Y r :e'--
�' /F�d / r O c_ sr Nrsosc ON
- i 00
WATER SERVICE �e r� v 5� '�ti N W-TENN IJIPT 1 - - HOUSE
d I � RE'MGH ul0oul1 II i SAO AD _ j�_O _N_,_vH y Y \. 1 CONN08n
NEW FRAME 27 '+ � .Q: .: n �. ) V /
V
GAZEBO s" v» 18 i� - a \-1 I # \ / X94 i��' i
�. A �'. ! 73 d e" WATER MAIN
6 11 v k'
^ \\ l um „�Bm S1 =i,ya \ '/ P� ,�// �-.\ / /_" •-�, `V/ 11 / a,pe / / / / �Cr�.. a:
'> O ti 1 .�: I
H.
,6phe . >".i\\ c \ ��i'•-` Wit.\` I,Sp\1 �1 �i/,SB`j2g �4 ,° p(p ^M
Al
rod. �� •%i /r v .� �.-3 =�,, Yatik _ _ / / / ,J 72'F 0 I'—' mm�u"nmL.T�M°x<�v�NGmA`�
jEA NO.4 ASPA ,
•
gv"H. y e
II
ZEi - /I 10 i/ ��. HOUSE / ________ .n EriT SINE O h♦ 7� 6..� / / n \
V O NI 11 CONNECTION / I _- EASE I �� N�88 l l
\ v V � I d _ / \ • cenlic ♦ �'i N WATER SERVICE
N W
Ii,
Po
I
1
�� ss °4 PHASE B z.
/ 019 � '� 37.1884 ACRES �'a:
I S \. O 7 2 h r
MA4( STORY 3 . b9 / �8' SANITARY SEWER
coruinEonoN O �:,, CENT o °G J 3 S9' /` NEW TRASH
9•� / \ ` / E Q' PICK- AREA ��
/ __ 2 / a � -- \\ .". / % k
6" WATER MAIN /�` WATER MAIN ��\ " %�// �� 0
1 •t1 I N ' 9 _
ILL-- �..
NE�AS HA6FPA'IiKING Aft No.3 O� �� \ /'O °A N I
OxaII
zfl
p O 'A
Pe* vxw�..nsl / 8 F u ( �.I '.._� ".
GREASE TRAP <<_ I !\I ( G �' \
�p _
°I r rye,, ..
Q "Ertel' tfarm�
I r t t�', Al - \" NEWIASPHAL'T�PA KING AR �i o.2 Q /� "�
LPI 1 �� 'gym P i\� �L, ,d iw�..�..G .�f _I Q _y. c_
0
l - '
FEE UNE ` 1 8" SAN17�RY SE'R'ER a O P _-- ♦ . L nes • �/:
N Fs
I
4� ' .
II '1, I ',l � � \> d En +A9 -
117
�C. 143. j N w, i/ � / ' n`•- . / � �C°!d <
.alp 1 ".I i S, ethic y N ��:.,..
w _✓ ��� - 1. 1 11 :�� tee,\x:^ V \y;, 8" SANITARY SEWER Y � FEE LINE QI
15 '
i/A,-
J - /�/ ori o
+"_~__ hi Yr / ,\y _ �_ � n 01 - // Iy a -
�E
1 i' �A� l \1.n' /1. rE .. : u.,Aw I /-
41 WATER SERVICE --,
4 _a WATER SERNCE J A j1t iTIZA'�� I 1 s
I 1 . W IQ I
6" WRIER MAIN � � i' A. y 55 J ' WATER SERWOE
o HOUSE 1 ... </: �I I .P O. _ 132. a HOUSE
3 CONNECTION . I I`w p EXISTING POND ,Il % \J,1_ �l +. . n f� COINNECTION
•< a,. _ �g,+w 10 I I i J II /I "'I"
4 6' WATER MAIN
� ; WATER SEE
wcE' �q%/ y r
f--fN
11 EXISTING r.— . / / L+ an fl4nn'9 `'•e _ / / l _ _
- _ = "a-- -+, ,WETLANDS I / °'_ "'� l / i /l l I -_
.��T �
� s •; � 11'1 i �1 ` i i /l /:i-� �'L jL r\ _555'�� i � '•.may f'�y,� '!� � ryi`, n6SaN^n' l �l t..l n �r 1
•� e e 1 1 I / l 1 1 I 50 a i \ 10 / / / /; r
.. / / i� / Mnq r
rnesrwnrer vovno I I ..� •'u e t'1; -�� 1 / / /// ¢boa 3
o vs'1' wr - 1::� ?'' E,.°URI MEHT v+�oi A..ru� i Com \ / ^ ./ ' / � / .ry r CS =
111 pp /.� A / /
�( I / \ .\\ `+� "' ,� 11 ,1 °fwvAon e�Ntisoic Aaxuo I III
HOUSE I i
5,�, II I` N+ 556'Ot'1�„� t� I --'-__� I _ i ` 1 L � 2 `° / �ij' / yl`a✓'//„\ aoNNEcnoN 5�
I � CI
"d O EPSI”"
— NOTE:
e" sANIT
Ae - `� 't ��•.�__ R
"o• 5" �T); WATER SE CE i_ / / J
WATER SER NCE / 1 / WATER SERVICE LOCATION OF UNDERGROUND UTILITIES ARE FROM INFORMATION
_ d ° SUPPLIED BY OTHERS.
fi" WATER MAIN e i
o
8" WAI,MAIN 1 .. :/ p/m �_' h• i �i r-- �
of l l� I , Y ey e
A_y a.ti 3
1
I °1Btl I = FUTURE UNITS (46,47,53,65,66,67,118)
//%• / \•\.`\ T/
/"\
% . . \
\. \ ,\ nl ll 1 '1r- % ,�.im �/' %i/ � fmc " / •_c'_'_]
i�l . C,l 6" SANITARY SEWER euT 'T !�Y � •�.H.� SITE DATA:
HOUSE
CONNECTION I i n
4- AREA OF SITE 144 7708 ACRES
AREA OF PHASE A 22.3776 ACRES
376 GO'
8" WATER MAIN��
/vv' 19 Vv : /-/ ,J / AREA OF PHASE B 371664 ACRES
\V Il 8" WATER MAINS / � d� / -
.V 41642 ACRES
NEW STORM WATER DETENTION v. " �4. AREA of PHASE c
\ Exlsnrvc Pueuc vv A, ',Tn 'A- c`�. %4'"
POND/WETLAND 8c BIOFILTRATION SYSTEM p. WATER SUPPLY FACILITY ` a c, \'a / o ,
Ira:.no c_G.ne,or.uvrs) vI 1 v I li A v,n.� _r"r/ .# o- '
cv tq
V 1 / A A r p a /
I 1
1 / / b /
n ' - - ' PECONIC !ANDING OWNER:
�V 'O - 1' 1 9 i1��6 HOUSE // / / ' / ' '_ PECONIC LANDING AT SOUTHOLD, INC
11 � v s o" W A� SOU' H OLD , / , coo RETIREMENT LIVING SERVICES
j 1 - `N� CONNECTION q , , 100 ALLYN STREET
\ �' ^� HARTFORD, CT 06103
t s c E ti
w��a�• }« _�� �v �I vvN- ��5.« . R-80 / HD APPLICANT:
�0`W A `. HALT CENSII
PECONIC LANDING AT SOUTHOLD,OLO, INC
9E EIIIAI LOU DI R-80
1�0 ALLYN S�REET NT VING SERVICES _
Fc-uBI➢AL LTA FEET' 10
CT 05103
I
LIFE CARE COMMUNITY
N PUMP STATION SANTPARI
8" WATER MAI
A', - -
111 4' SANITARY SEWER -- --- `� / , 1 $8 R-80
1
FORCE MAIN -'--- -fl®' -- - -/- li 22 29' \
u�, WATER�SER> HCE 247 /2, W �V REZENTIAL DO UNary.� ,"
- m G OLD
_�-- =
° _____-___-- s—€^-— - t-`- --__-__--__- s 65s710 w 1 I\ - ` At GREENPORT
___________ _ 21337
Eti SSM EHr utiE - �- r= li `� -� ..,� ��'•1
l I _ IFR-4_011 � Town of. SOUTHOLD
o
-JB f� ��,=�, �'� ��l � Suffolk County, New York
F X—InAI Len HITTI r.,,
i
Il w o" I - -
= --
FR-80
nocxxAals "ESEGIA,<NcwACE. NR�HNNSE. ec�oemarwl oEri 'l j {KCUUNTY Re3PM£�SfOFHEAII�A WiViC�r$ Suff. Co Tax Map" �sl:�_. �uL�
,Ixv mE w+cc w000 mule fi�wn xla ss xE.uneo In _ 1000 35 1 25
ACOURD asacs nvnnory 0f1a or c•wxs, xancnnon a o -_ O II \ 1 �T\ `
LI 3 Gf 'iitefE'FP."1>>l WOI'ICi EI_c L"I
NI Jl1� 2 � No. CI 1
- - - - - 'I` Titin Rewag®�isyGP�1 acaratersu�3flyrr�
�O ILLPI o � ii CGIFEII by thta OupaAmant or Othar aonz tT.�a
` atthtslmtknheavahalnlnspoiI nakr FINAL SURLY FOR HEALTH CENTER,
4• SANITARY SEWER o "°` COMMUNITY CENTER EC APARTMENT BUILDING
1�11I'T1f111 �- .T�
FORCE MAIN itl 1 - - c° __ 1 m IIF found to h32�"a1�018Ct1`lryx
/ o II '` _J
NE
IS
10 B�iaa�& ,,y'�tC'7&San@�o7lma d �n0 W �r p
P/ I • r II,T IW m 3 v
m
e
=I'Ir v
Tla E
/ FPNPGRT FlRE CI6TRIGT LOCAO � ip�
TIN M A P I
o
/ 1 �j � Q _ SCALE: 1" - 60C I'A(•FI nT•r,o;a-C �� 1 - 13 S �. h mss.,; . '/'r��
4 _ u o T �� y /�
LEI a' 07 -o' -
I
/ I IIr;
T
-•a_-_� 1 I NEW METER VAULT-�L III
�" NEW METER VAULT-, h •11 - /A --
SO
I
—
" C! DAT FIA', 30. 2002 002
SCALE N - -_ JOB JD 97-0290----- 970290. 6 ID _r2
os bull[3
_ _
—_