7-Boiler Replacement at Sidney Pollock House - Issued 1-15-2026.pdf
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- Solicitation number
- Not on record
- Issued by
- Montgomery County, Polk Borough, Pennsylvania
About this file
Boiler and Thermostat Replacement Project Solicitation
This is a formal invitation for bids issued by the Montgomery County Housing Authority (MCHA) for mechanical, electrical, and plumbing construction services to replace boiler and thermostat systems and install domestic hot water heaters at Sidney Pollock House, a 9-story, 102-unit residential property located at 450 East High Street, Pottstown, Pennsylvania. The project scope includes installation of two new condensing boilers (AERCO BMK-1000 units), replacement of control valves and air vents in all 102 apartment units, installation of two hot water heating pumps, one hot water return pump, new domestic water heater units (AERCO INN 1350N instantaneous heaters), and associated piping, electrical, and control modifications. A non-mandatory pre-bid meeting and site visit is scheduled for 10:00 A.M. on Tuesday, January 20, 2026, at the project site. Sealed bids will be accepted electronically through the PennBid platform until 2:00 P.M. on Thursday, January 29, 2026, at which time bids will be publicly opened at Robert P. Smith Towers, 501 East High Street, Pottstown, PA 19464. The contract is structured as three separate prime contracts for mechanical, electrical, and plumbing work, with each bid submitted independently. The contractor must complete all work within 210 calendar days from Notice to Proceed through final acceptance. Bidders' conference documents, plans, and specifications are available on the PennBid platform beginning January 15, 2026.
A bid bond equal to five percent of the bid amount must be submitted electronically; the successful bidder must provide performance and payment bonds in addition to a payment labor and materialmen's bond. The project is subject to Davis-Bacon prevailing wage requirements, with the current wage rates specified in General Decision Number PA20260099. Section 3 of the Housing and Urban Development Act of 1968 requirements apply, mandating that training, employment, and economic opportunities be directed to low- and very low-income persons. Contractors must comply with Public Works Employment Verification requirements, with payrolls submitted weekly through the LCP Tracker system. Liquidated damages are assessed at $500 per day for failure to meet the contract completion deadline. The project utilizes HUD financing and is subject to Build America, Buy America Act requirements, meaning all iron, steel, manufactured products, and construction materials must be produced in the United States. All contractors, subcontractors, employees, and consultants must submit satisfactory criminal background reports within 10 days of contract execution. Health and safety protocols, subject to change, must be followed at the site.
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Text version
Section I-1
Bid Documents Boiler/Thermostat Replacement & Domestic Hot Water Heater
Installation
Sidney Pollock House, 450 East High Street, Pottstown, PA 19464
Montgomery County Housing Authority Modernization Department
Robert P. Smith Towers 501 East High Street Pottstown, PA 19464
610-326-7332 PA Voice Relay 800-654-5988
JANUARY 15, 2026
Section I-2
Table of Contents
Section I: Invitation for Bids .................................................................................................... I-3
A. Formal Invitation .......................................................................................................... I-3
B. Building Location, Structure, Composition and Notice .................................................. I-3
C. Bid Structure ................................................................................................................ I-3
Section II: Bid Documents ...................................................................................................... II-5
A. Bid Documents ............................................................................................................ II-5
B. Pre-Bid Meeting and Site Visit ..................................................................................... II-5
C. Bid Package ................................................................................................................. II-5
D. Security Requirements ................................................................................................ II-6
E. Submission Deadline.................................................................................................... II-6
F. Explanations and Interpretations ................................................................................. II-6
G. General Conditions for Construction ............................................................................ II-6
H. Representation of Personnel ....................................................................................... II-6
I. Health and Safety Protocols ......................................................................................... II-7
J. Timeline Summary ....................................................................................................... II-7
K. Warranty of Construction ............................................................................................ II-7
L. Labor Standards – Davis Bacon and Related Acts ......................................................... II-7
M. Liquidated Damages .................................................................................................... II-8
N. Additional Conditions of the Owner ............................................................................. II-8
O. Build America, Buy America Requirements .................................................................. II-9
P. Contract Forms ............................................................................................................ II-9
Appendix A: Plans and Specifications ........................................................................................ A Appendix B: Bid Package .......................................................................................................... B Appendix C: General Conditions for Construction Contracts (HUD-5370) and Supplemental
General Conditions ............................................................................................................. C Appendix D: Davis Bacon Prevailing Wage Rates...................................................................... D Appendix E: Contract Forms ...................................................................................................... E
Appendix F: Treasury Listing of Approved Sureties .................................................................. F
Section I-3
Section I: Invitation for Bids
A. Formal Invitation
Contractors are to review the formal Invitation for Bids included under Appendix B.
B. Building Location, Structure, Composition and Notice
Sidney Pollock House (Pollock House), located at 450 East High Street Pottstown, PA 19464 is a 9 story, 102 unit property built in 1983. The building is comprised of efficiencies and one bedrooms and predominately serves the elderly and disabled.
Notice is hereby given that The Montgomery County Housing Authority (MCHA) will receive sealed bids electronically via the PennBid Program (https://PennBid.net) for Mechanical, Electrical and Plumbing Construction for Boiler/Thermostat Replacement & Domestic Hot Water Heaters Installation at Sidney Pollock House, 450 East High Street, Pottstown, PA 19464 for the scope of work which is include under Appendix A and any addenda(s).
C. Bid Structure
The Bid is structured as follows:
Mechanical Construction - One (1) base bid for entire scope of work included under Appendix A and any addenda(s).
Electrical Construction - One (1) base bid for entire scope of work included under Appendix A and any addenda(s).
Plumbing Construction - One (1) base bid for entire scope of work included under Appendix A and any addenda(s).
The MCHA reserves the right to accept or reject any bid if the MCHA determines that it is in its best interest to do so.
If a bidder submits bids for multiple primes (Mechanical, Electrical and Plumbing), then the bidder must submit a separate and complete sealed bid and Bid Bond with Certificate of Corporate Principal via the PennBid Program for each prime. After award, a Signature Form, Performance Bond, Payment Labor and Materialmen’s Bond and Agreement must be submitted for each prime.
If the same bidder successfully bid for more than one prime, the bidder will be required to submit separate executed forms (payment and performance bonds on the required forms, properly executed Public Works Employee Verification Forms, agreement and insurance certificates http://www.pennbid.net/
Section I-4 reflecting the required coverages and limits) for each prime awarded within two (2) business days of notification of the MCHA’s award for each prime.
Any questions or concerns should be submitted to the MCHA in accordance with the Instructions to Bidders, as modified by the Supplementary Instructions to Bidders.
Section II-5
Section II: Bid Documents
A. Bid Documents
Bid Documents, including plans and specifications may only be viewed on PennBid Program (https://PennBid.net) on or after Thursday, January 15, 2026.
B. Pre-Bid Meeting and Site Visit
A Non-Mandatory Pre-Bid Meeting is scheduled for 10:00 A.M. prevailing time on Tuesday, January 20, 2026 at Sidney Pollock House, 450 East High Street, Pottstown, PA 19464. A site visit will immediately follow.
C. Bid Package
Contractors bidding on this project are to submit forms listed below and under Appendix B. If a bidder plans to submit bids for multiple primes (Mechanical, Electrical and Plumbing), then the bidder must submit the forms below for each prime. Sealed Bids must be submitted electronically via the PennBid Program (https://PennBid.net). MCHA will only accept Bids submitted electronically via the PennBid Program.
1. Required forms that MUST BE UPLOADED on PennBid with bid for your bid to be responsive:
Bid Bond with Certificate as To Corporate Principal (3 pgs.)
Non-Collusion Affidavit of Prime Bidder (1 pg.)
Representations, Certifications, and Other Statements (HUD-5369-A) (4 pgs.)
Bid Cost Breakdown Form (1 pg. for each prime.)*
2. Upon request from MCHA, the following forms MUST BE completed within two days:
Transmittal Letter (1 pg.)
Invitation for Bids (1 pg.)
Instructions to Bidders for Contracts (HUD-5369) (5 pgs.)
Supplementary Instructions to Bidders (5 pgs.)
Statement of Bidders Qualifications for Prime Contractor (2 pgs.)
Form of Certificate of Insurance (2 pgs.)
Certification of Section 3 Business Concern (2 pg.)
Statement of Information Required by HUD Form NO. 674 (1 pg.)
* The Bid Cost Breakdown is provided as information to the MCHA. The Bid Cost Breakdown shall in no way alter the Bidder’s bid price, nor shall it serve to limit the scope of work required by Contract Documents.
All Bids submitted shall be subject to all requirements of the Bid Documents and scope of work.
Section II-6
All forms in the Bid Package must be signed and notarized where required. Any Bids not conforming to these instructions may be rejected at the sole discretion of the MCHA. Upon request, bidders shall submit additional documents within two (2) business days.
Statement of Bidders Qualifications for Prime Contractor must be submitted.
Bidders are advised that general conditions, profit and overhead limited to 20% of all other line items except bond premium.
D. Security Requirements
A Certified Check or Bank Draft, payable to the order of "The Montgomery County Housing Authority", U.S. Government Bonds, or a satisfactory Bid Bond, executed by the bidder and acceptable sureties in an amount equal to five percent (5%) of the bid shall be submitted electronically via the PennBid Program (https://PennBid.net). For Treasury Listing of Approved Sureties see https://www.fiscal.treasury.gov/surety-bonds/list-certified-companies.html and/or Appendix F.
E. Submission Deadline
Bid packages will be submitted electronically via the PennBid Program (https://PennBid.net) until 2:00 P.M. prevailing time, Thursday, January 29, 2026, at which time, the Bids will be publicly opened at Robert P. Smith Towers, 501 East High Street, Pottstown, PA 19464.
MCHA will only accept Bids submitted electronically via the PennBid Program.
F. Explanations and Interpretations
All explanations and interpretations to prospective bidders shall be in accordance with Instructions to Bidders for Contracts, 2. Explanations and Interpretations to Prospective Bidders and the Supplement Instructions to Bidders, page 2 and 3 of 5 under Appendix B.
G. General Conditions for Construction
Contractors are to review the General Conditions for Construction Contracts (HUD-5370) and Supplemental General Conditions under Appendix C.
H. Representation of Personnel
In submitting their Bids respondents are representing that their personnel shall be available to perform the services described for the duration of the contract, barring illness, accident or other unforeseeable events of a similar nature in which cases the respondent must be able to provide a qualified replacement. Such representation shall be valid for a minimum of 120 calendar days after the bid due date and time. Furthermore, all personnel shall be considered to be, at all times, http://www.pennbid.net/ https://www.fiscal.treasury.gov/surety-bonds/list-certified-companies.html
Section II-7 the sole employees of the respondent under its sole direction and not employees or agents of the
MCHA.
The MCHA requires that contractors, their employees, subcontractors, consultants and employees of subcontractors and consultants provide the MCHA with a satisfactory State Criminal History Report from the state that contractors, their employees, subcontractors, consultants and employees of subcontractors and consultants reside in from the State Police (if Pennsylvania use https://epatch.state.pa.us/Home.jsp) and nationwide criminal history report from a reputable criminal background search firm for each individual who will be on site performing work for the MCHA. Such reports shall be dated no earlier than six months prior to the date of submission to the MCHA. The reports must be submitted within 10 days of contract execution.
The MCHA will review the reports and may disqualify an individual based upon the content of the report if the MCHA determines that the information in the report reveals a history of conduct that would adversely affect the health, safety, welfare, right to peaceful enjoyment or personal security of the MCHA’s employees or residents. The MCHA will notify the Contractor in writing if (a) the MCHA determines that any individual is disqualified, (b) the MCHA determines that the reports provided are inadequate and further reports are necessary or (c) if the MCHA determines that further information is necessary to evaluate the report. The Contractor shall bear all costs associated with providing the MCHA with satisfactory reports and other related information.
I. Health and Safety Protocols
Contractors shall be required to comply with MCHA health and safety protocols, which are subject to change and may include, among other things, masking, social distancing, gloves, and sanitizing stations.
J. Timeline Summary
The contractor shall complete all work required under the contract within 210 calendar days from Notice to Proceed until final acceptance. See General Conditions for Construction Contracts (HUD-5370), Administrative Requirements, 25. Contract Period, Appendix C.
K. Warranty of Construction
The contractor must provide the warranties as described in the Technical Specifications and the warranty form included with these Bidding Documents in Appendix E.
L. Labor Standards – Davis Bacon and Related Acts
The project is subject to Labor Standard Requirements as outlined in the General Conditions for Construction Contracts (HUD-5370), 46. Labor Standards – Davis Bacon and Related Acts, Appendix C.
Section II-8
The prevailing wage rates in effect for this project are:
Building, General Decision Number: PA20260099, Modification Number 0, Publication Date 1/2/2026, Appendix D.
This project is subject to the Public Works Employment Verification Act. As a precondition of the Contract, the successful bidder shall submit a properly executed Public Works Employment Verification Form to MCHA along with its payment and performance bonds and insurance certificates.
MCHA uses LCP Tracker payroll system. All payrolls are to be submitted weekly through the LCP Tracker payroll system for all contractors and subcontractors.
M. Liquidated Damages
If the contractor fails to complete the work within the time specified in the contract, or any extension, as specified in the clause entitled Default of this contract, the Contractor shall pay to the MCHA as liquidated damages, the sum of $500.00 for each day of delay. See Supplemental General Conditions, Appendix C.
N. Additional Conditions of the Owner
The contract is subject to the requirements of Section 3 of Housing and Urban Development Act of 1968 as amended. These provisions impose certain requirements on contractors and subcontractors on projects receiving HUD financial assistance to enhance economic opportunities for low and very low income persons, as well as certain record keeping and reporting requirements.
Attention is called to the fact the Contractor must ensure that employees and applicants for employees are not discriminated against because of their race, color, religion, sex or national origin.
All Contractors are to review General Conditions and Certification of Section 3 Business Concern under Appendix C.
The MCHA reserves the right to reject any or all Bids or to waive any informalities or irregularities in the bidding when, in the opinion of the MCHA, such rejections or waivers shall be to its interest or advantage.
Prior to awarding this contract, Bids may be held by the MCHA for a period not to exceed sixty
(60) calendar days from the date of Bid Opening for the purpose of reviewing the Bids and investigating the qualifications of Bidders. If award is delayed pending the approval of another government agency or the award of a grant, then the Bid may be held for up to 120 days.
Section II-9
O. Build America, Buy America Requirements
This project is subject to the Build America, Buy America Act; therefore, all iron, steel, manufactured products, and construction materials incorporated in the Project must be produced in the United States. For further information on these requirements and the Contractor’s obligations, please see the Supplemental General Conditions.
P. Contract Forms
All contractors are to review the contract forms included under Appendix E. The successful bidder will be responsible to complete these contract forms in their entirety following bid award.
Signature Form (1 pg.)
Previous Participation Certification HUD-2530 (4 pgs.)
Public Works Employee Verifications Form (1 pg.)
Performance Bond (3 pgs.)
Payment\Labor and Materialmen’s Bond (2 pgs.)
Agreement (2 pgs.)
Stipulation Against Liens (1 pg.)
Contractor’s Certification (2 pgs.)
Sub-Contractor’s Certification (2 pgs.)
MCHA Section 3 Forms:
Section 3 New Requirements (2 pgs.)
Is My Business a Section 3? (1 pg.)
Am I a Section 3 Worker? (1 pg.)
Certification of Section 3 Employee Status (1 pg.)
Hours Worked Reporting Form (1 pg.)
Warranty of Construction (3 pgs.)
A
Appendix A: Plans and Specifications
JOB:
1091224.002
COPYRIGHT 2025
DRAWN:
SCALE:
DATE:
01/15/2026
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MC
SIDNEY POLLOCK HOUSE BOILER REPLACEMENT
450 EAST HIGH STREET
POTTSTOWN, PA 19464
SITE MAP
Montgomery County Housing Authority 501 East High Street Pottstown, PA 19464
KEY MAP
Barry Isett & Associates, Inc.
5420 Crackersport Rd
Allentown, PA 18104 610-398-0904
Contact: Matthew Carpenter
APPLICABLE CODES GENERAL NOTES
1. THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS UNLESS NOTED OTHERWISE TO COMPLETE THE WORK.
2. ALL WORK WILL BE SUBJECT TO THE APPROVAL OF THE BUILDING OWNER AND PRIME DESIGN PROFESSIONAL.
3. ALL WORK IS TO BE COORDINATED WITH THE BUILDING OWNER, INCLUDING WORKING HOURS, DUMPSTER LOCATIONS, LOADING AREAS, ETC.
4. ALL WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE "2018 INTERNATIONAL BUILDING CODE"
5. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES AND ORDINANCES.
6. MECHANICAL AND ELECTRICAL SYSTEMS SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES AND ORDINANCES.
7. CONTRACTOR SHALL BE COMPLETELY FAMILIARIZED WITH ALL CONTRACT DOCUMENTS. BY SUBMITTING A COST PROPOSAL TO COMPLETE THE WORK, THE CONTRACTOR REPRESENTS THAT THEY HAVE VISITED THE SITE AND ARE FAMILIAR WITH THE
CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED.
8. WORK NOT INDICATED ON A PART OF THE DRAWINGS BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT CORRESPONDING PLACES SHALL BE REPEATED.
9. JOBSITE SAFETY AND CONSTRUCTION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REVIEW OF THE CONSTRUCTION BY THE DESIGN PROFESSIONAL IS FOR GENERAL CONFORMANCE WITH DESIGN ASPECTS ONLY, NOT TO REVIEW THE CONTRACTOR'S PROVISIONS FOR JOBSITE SAFETY. LACK OF COMMENT ON THE PART OF THE DESIGN PROFESSIONAL WITH REGARD TO JOBSITE SAFETY IS NOT TO BE INTERPRETED AS APPROVAL OF JOBSITE SAFETY PRACTICES.
10. THE CONTRACTOR SHALL COORDINATE OPENINGS, SLEEVES, CONCRETE HOUSEKEEPING PADS, INSERTS, AND DEPRESSIONS SHOWN ON THE PRIME PROFESSIONAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.
11. ALL COSTS OF INVESTIGATION AND/OR REDESIGN DUE TO CONTRACTOR IMPROPER INSTALLATION OF ELEMENTS OR OTHER ITEMS NOT IN CONFORMANCE WITH THE CONTRACT DOCUMENTS SHALL BE AT THE CONTRACTOR'S EXPENSE.
12. ALL DRAWINGS SHALL BE USED IN CONJUNCTION WITH EACH OTHER. IF THERE IS A DISCREPANCY BETWEEN DRAWINGS AND SPECIFICATIONS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PRIME PROFESSIONAL PRIOR TO PERFORMING THE WORK.
IN THE CASE OF A CONFLICT, THE MORE STRINGENT IN COST OR QUALITY SHALL APPLY.
13. THE CONTRACTOR SHALL VERIFY ALL EXISTING BUILDING INFORMATION SHOWN (DIMENSIONS, EXISTING CONDITIONS, ELEVATIONS, ETC.) AND NOTIFY THE PRIME PROFESSIONAL OF ANY DISCREPANCIES PRIOR TO FABRICATION OR INSTALLATION OF ANY COMPONENTS. FAILURE TO NOTIFY PRIME PROFESSIONAL OF UNSATISFACTORY CONDITIONS CONSTITUTES ACCEPTANCE OF UNSATISFACTORY CONDITIONS.
14. IF THE EXISTING FIELD CONDITIONS DO NOT PERMIT THE INSTALLATION OF THE WORK IN ACCORDANCE WITH THE DETAILS SHOWN, THE CONTRACTOR SHALL NOTIFY THE PRIME PROFESSIONAL IMMEDIATELY AND PROVIDE A SKETCH OF THE CONDITION WITH THE PROPOSED MODIFICATION OF THE DETAILS SHOWN ON THE CONTRACT DOCUMENTS. DO NOT COMMENCE WORK UNTIL CONDITION IS RESOLVED AND MODIFICATION IS APPROVED BY THE PRIME PROFESSIONAL.
15. SHOP DRAWINGS FOR ALL MATERIALS ARE TO BE SUBMITTED TO THE PRIME DESIGN PROFESSIONAL FOR REVIEW PRIOR TO THE START OF FABRICATION OR COMMENCEMENT OF WORK. REVIEW PERIOD SHALL BE A MINIMUM OF TWO (2) WEEKS.
16. REPRODUCTION OF ANY PORTION OF THE CONTRACT DRAWINGS FOR RESUBMITTAL AS SHOP DRAWINGS IS PROHIBITED. SHOP DRAWINGS PRODUCED IN SUCH A MANNER WILL BE REJECTED AND RETURNED.
17. SHOP DRAWINGS SUBMITTED FOR REVIEW SHALL CONSIST OF THREE (3) SETS OF PRINTS. ONLY ONE (1) MARKED UP SET WITH THE COMMENTS WILL BE RETURNED TO THE CONTRACTOR.
18. SHOP DRAWINGS SHALL BEAR THE CONTRACTOR'S STAMP OF APPROVAL WHICH SHALL CONSTITUTE CERTIFICATION THAT THE CONTRACTOR HAS VERIFIED ALL CONSTRUCTION CRITERIA, MATERIALS, AND SIMILAR DATA AND HAS CHECKED EACH DRAWING FOR
COMPLETENESS, COORDINATION, AND COMPLIANCE WITH THE CONTRACT DOCUMENTS.
19. THE DRAWINGS HAVE BEEN PRODUCED ENTIRELY ON A CAD SYSTEM. ANY OTHER LETTERING, LINES OR SYMBOLS, OTHER THAN PROFESSIONAL STAMPS AND SIGNATURES, HAVE BEEN MADE WITHOUT THE AUTHORIZATION OF BIA AND ARE NOT VALID.
20. ALL MATERIALS SHALL BE STORED TO PROTECT THEM FROM EXPOSURE TO THE ELEMENTS, IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS.
21. DEBRIS, WASTE OR OTHER UNUSED CONSTRUCTION MATERIALS SHALL NOT BE PERMITTED TO ACCUMULATE. EACH TRADE IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF THEIR RESPECTIVE DEBRIS. LOCATION OF DUMPSTERS IS TO BE APPROVED BY
THE BUILDING OWNER.
22. UPON COMPLETION OF THE WORK, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR LEAVING THE SITE IN "BROOM-CLEAN" CONDITION.
23. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL FINISHES TO REMAIN, INCLUDING COMMON CORRIDORS, LOBBIES, STAIRS, LANDSCAPING, ELEVATOR CABS, ETC.
24. GENERAL CONTRACTOR SHALL PROVIDE AN ESTIMATED CONSTRUCTION WORK SCHEDULE. SCHEDULE SHALL BE UPDATED AS REQUIRED DUE TO CHANGES IN THE PROGRESS OF WORK AND UPON THE REQUEST OF THE BUILDING OWNER AND/OR PRIME DESIGN
PROFESSIONAL.
25. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THE FOLLOWING SANITARY FACILITIES: TEMPORARY TOILETS, WASH FACILITIES, AND DRINKING WATER FOR USE OF CONSTRUCTION PERSONNEL. COMPLY WITH AUTHORITIES HAVING JURISDICTION FOR TYPE, NUMBER, LOCATION, OPERATION, AND MAINTENANCE OF FIXTURES AND FACILITIES.
26. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PERMITS REQUIRED BY AUTHORITIES HAVING JURISDICTION.
THIS PROJECT IS DESIGNED AND SHALL BE BUILT TO COMPLY WITH
THE FOLLOWING CODES LISTED BELOW:
INTERNATIONAL BUILDING CODE 2018
INTERNATIONAL EXISTING BUILDING CODE 2018
INTERNATIONAL MECHANICAL CODE 2018
INTERNATIONAL PLUMBING CODE 2018
NATIONAL FIRE PREVENTION CODE 2016/2017/2018
NATIONAL ELECTRIC CODE 2017
ICC / ANSI A 117.1-7 2017
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH
ALL APPLICABLE CODES OF THE AUTHORITY HAVING JURISDICTION
AND MUST NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES
INDICATED BY THESE DOCUMENTS FOUND PRIOR TO OR DURING
CONSTRUCTION. NOTIFICATION MUST BE GIVEN TO THE ENGINEER
PRIOR TO PROCEEDING WITH CONSTRUCTION.
A.F.F. Above Finish Floor BCX Bottom Chord Extension B.O.F. Bottom of Footing B.S. Brick Shelf Elevation (plans) B.S. Both Sides (sections) CANT. Cantilever CJ Control Joints CL Center Line CMU Concrete Masonry Units CONT. Continuous DIA. Diameter DBA Deformed Bar Anchor E.E. Each End E.F. Each Face E.S. Each Side E.W. Each Way EXIST Existing F.F. Finish Floor F.S. Flat Strap GA Gage GALV Galvanized HORIZ Horizontal HSS Hollow Structural Section L Angle
ABBREVIATION LIST
LG Long LLH Long Leg Horizontal LLV Long Leg Vertical LSH Long Side Horizontal LSV Long Side Vertical N.T.S. Not To Scale o.c. On Center PL Plate REINF. Reinforcing REM. To Remain S.F. Step Footing STIFF PL Stiffener Plate T.B.R. To Be Removed T&B Top and Bottom T.F. Top of Footing T.O.S. Top of Steel T.O.W. Top of Wall T.P. Top of Pier TYP Typical U.N.O. Unless Noted Otherwise VERT. Vertical V.I.F. Verify In Field WWF Welded Wire Fabric XE Extended End - Type R
SHEET SHEET TITLE
CS COVER SHEET
M0.0 MECHANICAL INFORMATION SHEET
M1.0 FIRST FLOOR PLAN - MECHANICAL
M2.0 2ND THRU 9TH FLOOR PLAN - MECHANICAL
M3.0 MECHANICAL DETAILS & DIAGRAMS
MD1.0 FIRST FLOOR PLAN - DEMOLITION - MECHANICAL
P0.0 PLUMBING INFORMATION SHEET
P1.0 FIRST FLOOR PLAN - DOMESTIC WATER
P2.0 PLUMBING DETAILS & DIAGRAMS
PD1.0 FIRST FLOOR PLAN - DEMOLITION - DOMESTIC WATER
E0.0 ELECTRICAL INFORMATION SHEET
E1.0 FIRST FLOOR PLAN - POWER
E2.0 2ND THRU 9TH FLOOR PLANS - POWER
ED1.0 FIRST FLOOR PLAN - DEMOLITION - ELECTRICAL
AREA OF WORK
LIST OF DRAWINGS
AutoCAD SHX Text FILENAME: C:\Users\jmantz\DC\ACCDocs\Barry Isett and Associates\1091224.002_Sidney_Pollock_House_Boiler_Replacement\Project Files\MEP-CAD\M_1091224.002_Sidney_Pollock_House_Boiler_Replacement.dwg - January 7, 2026 2:51 PM
AutoCAD SHX Text CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS FOR THE ENTIRE PROJECT BEFORE PROCEEDING WITH THE WORK.
NOTE:
NOT ALL ABBREVIATIONS AND SYMBOLS INDICATED MAY
APPEAR ON THESE CONTRACT DRAWINGS. THIS IS FOR
REFERENCE ONLY.
PRESSURE REDUCING VALVE
ABBREVIATIONS
ENTERING AIR TEMPERATURE
EXTERNAL STATIC PRESSURE
ENTERING WATER TEMPERATURE
FLOAT & THERMOSTATIC
EER
BBD BOILER BLOW DOWN
BRITISH THERMAL UNIT
CO
COL
CL
CAP.
CLEANOUT
COLUMN
CAST IRON
CENTER LINE
BOT
BP
BSMT
CI
C TO C
BTU
BF
BHP
BOD
BOP
BOTTOM
BACK PRESSURE
CENTER TO CENTER
COMPRESSED AIR
BASEMENT
BOILER FEED
BOTTOM OF DUCT
BOTTOM OF PIPE
FDW
FLA
EXT
FC
F&T
EXST
FEED WATER
FULL LOAD AMPS
EXTERNAL
EXISTING
ELEC
ENT
ESP
EXH
EXP
EWT
EVAP
EJ
EFF
ELB
EL
ELECTRICAL
ENTERING
EXPANSION
EXHAUST
EVAPORATOR
EFFICIENCY
ELEVATION
EXPANSION JOINT
ELBOW
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
ATC
AUX
AVG
AUTO.
AL
AMB
AMP
AP
ARR
APROX
AUTOMATIC
AUXILIARY
AVERAGE
ACCESS PANEL
ARRANGEMENT
APPROXIMATE
ALUMINUM
AMPERE
AMBIENT
A/C
AFF
AFG
AIR CONDITIONING
EA
EDR
EAT
DWG
DEG
DN
DIA,Ø
DISC.
DET
DRAWING
EACH
DIAMETER
DISCONNECT
DEGREE
DOWN
DETAIL
D
DB
DDC
DRY BULB
DRAIN OR DEEP
REFRIGERANT LIQUID
NOT APPLICABLE
NORMALLY OPEN
NOT TO SCALE
OPEN END DUCT
OUTSIDE AIR
NORMALLY CLOSED
NOT IN CONTRACT
PRESSURE DROP
PRESSURE GAUGE
OUTLET VELOCITY
HMD HUMIDITY
OV
LOCKED ROTOR AMPS
LEAVING AIR TEMPERATURE
MAN.
MAX
LVL
LVR
LWT
MAXIMUM
MANUAL
LOUVER
LEVEL
HORIZ
INSUL
INTL
LRA
LAT
LIN
LP
LBS
Hz
HP
INTERNAL
LOW PRESSURE
POUNDS
LINEAL
HERTZ
HORSEPOWER
HORIZONTAL
INSULATION
RL
ROOMRM
RECOVERY
REQUIRED
REFERENCE
REVISION
QUANTITY
REF
REV
QTY
RECOV
REQD
PLATEPL
PRESSURE
PNEUMATIC
PROPELLERPROP.
PSIG
PRESS.
PNEU
PD
PG
PCR
GALLONS PER SECOND
GALLONS PER MINUTE
GALLONS PER HOUR
FOOT (FEET) PER MINUTE
FOOT (FEET) PER SECOND
GALV
HGT
HG
HTD
HD
HTR
GPM
GPS
GR
GND
GPH
HEATER
HEATED
HEIGHT
HOT GAS
HEAD
GRAIN
GROUND
GALVANIZED
FPM
FPS
FT
FS
GAL
GA
FLR
FO
FOOT (FEET)
FLOW SWITCH
GALLONS
GAUGE
FLOOR
FUEL OIL
OVERFLOW
OED
OFCI
OF
OA
NEGATIVE
NTS
NIC
NO
NC
NEG
NA
MOUNTED
MOUNTING
MODEL
MINIMUM
MAKEUP
MTD
MOD.
MOUNT.
MIN
MU
MBH
TD
THERMOMETER
VACUUM BREAKER
VENT OR VOLT
VIBRATION
WET BULB
VENT THRU ROOF
TOTAL STATIC PRESSURE
VARIABLE SPEED DRIVE
WATT, WIDTH OR WIDE
VARIABLE AIR VOLUME
TEMPERATURE
WB
VTR
VSD
VOL
VIB
W
VOLUME
VEL
VB
VAV
VAC
V
VERT
VELOCITY
VACUUM
VERTICAL
TSP
THK
TH
TEMP
THICK
REFRIGERANT SUCTION
SCHEDULE
SEQUENCE
SEPARATE
SENSIBLE
STAINLESS STEEL
STATIC PRESSURE
SOLENOID
SECONDARY,SECONDS
STL
SS
SP
SPLY
SUCT
STEEL
SUPPLY
SUCTION
SER
SEQ
SEP
SOL
SHT
SERV
SERIES
SERVICE
SHEET
SEC
SD
S
SENS
SCH
SWITCH
RTN
RS
RETURN
THERMAL EXPANSION VALVE
AUTOMATIC AIR VENT
ORIFICE PLATE
PIPE GUIDE
EXPANSION JOINT
THERMOMETER
PIPE ANCHOR
PRESSURE GAUGE W/COCK
FLEXIBLE CONNECTOR
UNION
SIGHT GLASS
FLOW SENSOR
BUTTERFLY VALVE
2-WAY CONTROL VALVE
3-WAY CONTROL VALVE
BACK PRESSURE VALVE
CHECK VALVE
FLOW SETTER
SOLENOID VALVE
ANGLE GATE VALVE
RELIEF OR SAFETY VALVE
GLOBE VALVE
SHUT-OFF VALVE
SYMBOL DESCRIPTION
CONDENSER WATER SUPPLY
END OF MAIN DRIP
BUCKET TRAP
CONCENTRIC REDUCER
ECCENTRIC REDUCER
PIPE DOWN
PIPE THROUGH
TOP TAKE-OFF
PIPE UP
VENT LINE
EMD
MEDIUM PRESSURE CONDENSATE RETURN
REFRIGERANT SUCTION
MEDIUM PRESSURE STEAM SUPPLY
PUMPED CONDENSATE RETURN
MAKE UP WATER
REFRIGERANT LIQUID
CONDENSATE DRAIN OR DRAIN
FUEL OIL TANK VENT
HIGH PRESSURE CONDENSATE RETURN
HIGH PRESSURE STEAM SUPPLY
HEATING RETURN
HEATING SUPPLY
LOW PRESSURE CLEAN STEAM
LOW PRESSURE CONDENSATE RETURN
LOW PRESSURE STEAM SUPPLY
FUEL OIL RETURN
FUEL OIL SUPPLY
HOT GAS
EXISTING TO BE REMOVED
CONDENSER WATER RETURN
CHILLED WATER RETURN
BOILER BLOWDOWN - CONTINUOUS
CHILLED WATER SUPPLY
DIRECTION OF FLOW
BOILER FEED WATER
COMPRESSED AIR
CHEMICAL FEED
DIRECTION OF SLOPE
NEW WORK
EXISTING TO REMAIN
CAPACITY CHEMICAL
FEED CUBIC FOOT (FEET)
PER MINUTE
CA
STRAINER W/BLOW-OFF & CAP
FLOAT AND THERMOSTATIC
TRAP
PIPING SYMBOLS
CENTER
CONTINUATION
CONN
CONC
CTR
CF
CONT
CUBIC FOOT (FEET)
CONNECT OR CONNECTION
CONCRETE OR CONCENTRIC
A
MANUAL AIR VENT
M
(CFM) (CFM)
36x14Ø"
UP DN
24x36
DOUBLE LINE
ROUND DUCT UP
DUCT HUMIDITY SENSOR
DUCT WITH INTERNAL LINING
45°ELBOW (NO VANES)
DIRECTION OF FLOW
ROUND DUCT DOWN
36x14Ø"
UP DN
24x36
H
H
SINGLE LINE
NEW WORK
SUPPLY AIR DOWN
SUPPLY AIR UP
EXISTING TO BE REMOVED
EXISTING TO REMAIN
DESCRIPTION
(CFM)
(CFM)
4-WAY DIFFUSER (D)
EXHAUST OR RETURN GRILLE (G)
FLAT OVAL DUCT SIZE (FIRST
FIGURE-SIDE SHOWN)
DUCT INCLINED RISE OR DROP IN
DIRECTION OF FLOW
90° ELBOW WITH TURNING
VANES
SUPPLY OR RETURN BRANCH CONNECTION
SUPPLY BRANCH WITH SPIN COLLAR
CONNECTION
LATERAL CONNECTION ROUND
DUCTWORK
CONICAL TEE ROUND
DUCTWORK
EXHAUST OR RETURN AIR UP
EXHAUST OR RETURN AIR DOWN
DUCTWORK SYMBOLS
(CFM)
(CFM)
POUNDS PER SQUARE INCH
GAUGE
PUMPED CONDENSATE
RETURN
OWNER FURNISHED
CONTRACTOR INSTALLED
THOUSAND BRITISH
THERMAL UNITS PER HOUR
SMOKE DAMPER WITH
ACCESS DOOR
TEMPERATURE
DIFFERENTIAL
LEAVING WATER
TEMPERATURE
DIRECT DIGITAL
CONTROL
EQUIVALENT DIRECT
RADIATION
ENERGY EFFICIENCY
RATIO
FLEXIBLE CONNECTOR /
FLEXIBLE CONNECTION
BOILER HORSEPOWER OR
BRAKE HORSEPOWER
AUTOMATIC TEMPERATURE
CONTROL
3-WAY, 2-WAY, OR 1-WAY GRILLE (G)
GENERAL NOTES
RECTANGULAR DUCT SIZE SHOWN IN INCHES
(FIRST FIGURE-SIDE SHOWN)
UNLESS OTHERWISE NOTEDUON
WIRE MESH SCREENWMS
DUCT SMOKE DETECTOR
SDT
T
SDT
T
MOTORIZED DAMPER
BACK DRAFT DAMPER
VOLUME DAMPER
MD
FLEXIBLE DUCTWORK DUCT PRESSURE
CLASS
SMOKE DAMPER WITH ACCESS
DOOR
FIRE DAMPER WITH ACCESS DOOR
COMBINATION FIRE & SMOKE
DAMPER WITH ACCESS DOOR
DUCT TEMPERATURE SENSOR
MD
BDD
BDD
BYPASS DAMPER
BD
BD
STATIC PRESSURE SENSOR
SP
SP
POINT OF CONNECTION-NEW TO EXISTING
H HUMIDISTAT
# DRAWING NOTE SYMBOL
# REVISION SYMBOL
# SECTION NUMBER
# DETAIL OR SECTION NUMBER
DIRECTION OF VIEW
MISCELLANEOUS SYMBOLS
T THERMOSTAT
DRAWING FROM WHICH SECTION OR
DETAIL IS TAKEN
DRAWING ON WHICH SECTION OR
DETAIL IS SHOWN
DESIGNATES SUPPLY DIFFUSER TYPE IN AREAS*
DESIGNATES RETURN DIFFUSER TYPE IN AREAR*
DESIGNATES EXHAUST GRILLE TYPE IN AREAE*
S SWITCH
POINT OF DEMOLITION CONCLUSION
CS
V
LPR
LPS
LPCS
PCR
MU
MPS
RS
RL
MPR
FOR
FOS
HG
FOV
HPR
HPS
HR
HS
D
BBD
CHS
CA
CF
BF
CHR
CR
TYPICALTYP.
T
VFD (VARIABLE FREQUENCY DRIVE)
1. MECHANICAL CONTRACTOR IS THE PROJECT COORDINATOR &
RESPONSIBLE FOR ALL 'M' DRAWINGS, DIV. 23 SPECIFICATIONS, AND ANY
SPECIFIC MECHANICAL NOTES ON OTHER DRAWINGS. MECHANICAL
CONTRACTOR IS RESPONSIBLE FOR THEIR OWN CUTTING, PATCHING,
AND TEMPORARY FACILITIES INCLUDING ANY ADDITIONAL
LARGER/GENERAL TEMPORARY FACILITIES FOR THE OVERALL PROJECT.
2. CONTRACT DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE
RELATION OF PIPING, DUCTWORK, CONNECTIONS, AND EQUIPMENT. THE
DRAWINGS DO NOT INDICATE ALL OFFSETS, ELBOWS, AND FITTINGS
THAT MAY BE REQUIRED. THEREFORE, THE CONTRACTOR SHALL
CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISH CONDITIONS
AFFECTING THE WORK AND ACTUAL EQUIPMENT PROVIDED. THE
CONTRACTOR SHALL FURNISH ALL OFFSETS, ELBOWS, FITTINGS,
HANGERS, AND ACCESSORIES AS MAY BE REQUIRED TO MEET THESE
CONDITIONS AT NO ADDITIONAL COST TO THE OWNER.
3. INSTALL ALL EQUIPMENT AND MATERIALS IN STRICT ACCORDANCE WITH
THE CURRENTLY ADOPTED INTERNATIONAL MECHANICAL CODE, ALL
PERTINENT CODES, LAWS, ORDINANCES, REGULATIONS, AND
RESPECTIVE MANUFACTURER'S WRITTEN INSTRUCTIONS.
4. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN STRICT
ACCORDANCE WITH SMACNA AND ASHRAE STANDARDS.
5. COORDINATE HVAC WORK WITH THE WORK OF ALL OTHER
CONTRACTORS AND OWNER.
6. THE HVAC CONTRACTOR SHALL ARRANGE THE PROGRESS OF HIS WORK
SO AS TO CONFORM TO THE PROGRESS OF THE TRADES AND SHALL
COMPLETE THE ENTIRE INSTALLATION AS SOON AS THE CONDITION OF
THE PROJECT WILL PERMIT.
7. ALL ITEMS OF LABOR, MATERIAL, AND EQUIPMENT NOT SPECIFICALLY
DESCRIBED HEREIN NOR DETAILED ON THE DRAWINGS BUT INCIDENTAL
TO OR NECESSARY FOR THE COMPLETION OF THE WORK, SHALL BE
CONSIDERED AS INCLUDED WITHOUT EXTRA COST.
8. CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE IN WRITING ALL
MATERIALS, EQUIPMENT, AND WORKMANSHIP FOR A PERIOD OF THREE
YEARS FROM DATE OF ACCEPTANCE BY OWNER.
9. MOUNT ALL THERMOSTATS AT 48" AFF, TO THE TOP OF THE
THERMOSTAT BOX. COORDINATE ALL LOCATIONS WITH BUILDING
OWNER PRIOR TO ROUGH-IN AND INSTALLATION.
10. PROVIDE PROTECTION FOR ALL PENETRATIONS OF FIRE RESISTANCE
RATED ASSEMBLIES IN ACCORDANCE WITH THE REQUIREMENTS OF THE
CURRENTLY ADOPTED INTERNATIONAL BUILDING CODE.
S*
SUPPLY/RETURN DIFFUSER TYPE
NECK SIZE
CFM
M0.0: MECHANICAL INFORMATION SHEET
M1.0: FIRST FLOOR PLAN - MECHANICAL
M2.0: 2ND THRU 9TH FLOOR PLANS - MECHANICAL
M3.0: MECHANICAL DETAILS & DIAGRAMS
MD1.0: FLOOR PLAN - DEMOLITION - MECHANICAL
DRAWING LIST
JOB:
1091224.002
COPYRIGHT 2025
DRAWN:
SCALE:
DATE:
01/15/2026
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M0.0
JMM SA
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MWZ
MC
FILENAME: C:\Users\jmantz\DC\ACCDocs\Barry Isett and Associates\1091224.002_Sidney_Pollock_House_Boiler_Replacement\Project Files\MEP-CAD\M_1091224.002_Sidney_Pollock_House_Boiler_Replacement.dwg - January 7, 2026 2:51 PM
B-1
3" HWR
HWP-1
HWP-2
B-2
3" HWS
(E)EXPANSION
TANK TO REMAIN
(E )3
" H W
S (E
)3 " H
W R
1- 1/
2"
(E)3/4" HWR
(E)3/4" HWS
(E)EQUIPMENT
PAD TO REMAIN
(E)EQUIPMENT
PAD TO REMAIN
FIRST FLOOR PLAN - MECHANICAL
SCALE: 1/4"=1'-0"
JOB:
1091224.002
COPYRIGHT 2025
DRAWN:
SCALE:
DATE:
01/15/2026
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M1.0
JMM SA
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MWZ
MC
BOILER SCHEDULE
TAG NO. MNUFACTURER MODEL NO. TYPE
COMBUSTION
AIR INLET SIZE
(IN.)
FLUE OUTLET
SIZE (IN.) EFFICIENCY
HOT WATER DATA FUEL-GAS BURNER DATA
TURNDOWN
RATIO V/PH/HZ MCA MOCP
WEIGHT
(LBS.) REMARKSMIN. FLOW
(GPM)
MAX. FLOW
(GPM)
PRESS. DROP
@ 100 GPM
(PSIG)
TEMP. °F GAS
TYPE
INPUT
(MBH)
OUTPUT
(MBH)
GAS INLET PRESS.
(IN.W.G.)ENT. LVG.
B-1 AERCO BMK-1000 CONDENSING 6" 6" 86.5 12 175 3 160 180 NAT. 1000 960 4-14 20:1 120/1/60 13 20 700 1-14
B-2 AERCO BMK-1000 CONDENSING 6" 6" 86.5 12 175 3 160 180 NAT. 1000 960 4-14 20:1 120/1/60 13 20 700 1-14
REMARKS:
1. PROVIDE WITH VENTLESS GAS TRAIN.
2. MINIMUM TURNDOWN: 15:1.
3. BOILER SHALL BE CAPABLE OF UTILIZING NON-METALLIC VENT.
4. ON-BOARD CONTROLLER TO PROVIDE OPTIMIZED BOILER SEQUENCING. PROVIDE WITH HW RESET BASE ON OUTDOOR AIR TEMPERATURE.
5. CONTROLLER SHALL DISPLAY AN ALERT WHEN O2 LEVEL IS ABOVE OR BELOW CRITICAL VALUES.
6. COMBUSTION O2 LEVELS SHALL NOT EXCEED 7% THROUGHOUT ENTIRE FIRING RANGE. COMBUSTION SYSTEM SHALL BE CAPABLE OF O2 TRIM IN ORDER TO SELF-CALIBRATE COMBUSTION SETTINGS TO COMPENSATE FOR CHANGING CONDITIONS WHICH CAN IMPACT EFFICIENCY, MAINTENANCE, AND SAFETY FACTOR.
7. BOILER MANUFACTURER TO PROVIDE AND CONTROL, FIELD INSTALLED, MODULATING MOTORIZED VALVES ON EACH BOILER.
8. PROVIDE CHECK VALVE FOR EACH INLET CONNECTION.
9. BOILER MANUFACTURER TO PROVIDE ONBOARD TOUCH SCREEN CONTROLLER.
10. BOILER MANUFACTURER TO PROVIDE LETTER OF GUARANTEE FOR AS BUILT FLUE AND COMBUSTION AIR INSTALLATION.
11. PROVIDE CONDENSATE NEUTRALIZER FOR EACH BOILER AND FLUE DRAIN.
12. THE BOILERS SHALL HAVE AN O2 TRIM SYSTEM WITH ACTIVE DEW-POINT CONTROL FACTORY INSTALLED.
13. BOILER MANUFACTURE TO PROVIDE INTEGRATED FLOW BALANCING BETWEEN BOILERS INSTALLED IN THE BOILER PLANT.
14. BOILER MANUFACTURE TO PROVIDE INTEGRATED O2 SENSOR AND LOGIC TO AUTOMATICALLY CALIBRATE COMBUSTION POINTS IN CONTROLLER WITH START-UP TECHNICIAN APPROVAL.
PUMP SCHEDULE
SYMBOL TYPE MANUFACTURER MODEL NO. MOUNTING/
SUPPORT
INLET/OUTLET
CONNECTIONS
GPM FT. HD. MOTOR
HP. SPEED FLA LRA ELECTRIC NOTES
IN OUT
HWP-1 HOT WATER HEATING
PUMP GRUNDFOS NK 015-070-40 BASE MOUNTED 2.5" 1.5" 130 45 3 1760 - - 208/3/60 1,2
HWP-2 HOT WATER HEATING
PUMP GRUNDFOS NK 015-070-40 BASE MOUNTED 2.5" 1.5" 130 45 3 1760 - - 208/3/60 1,2
NOTES:
1. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS.
2. PROVIDE VFD WITH INTREGRAL DISCONNECT.
1. CONTRACTOR TO VERIFY ALL CONDITIONS IN FIELD PRIOR TO PERFORMING ANY WORK.
2. REFER TO DETAILS AND DIAGRAMS FOR COMPLETE INSTALLATION REQUIREMENTS.
3. CONDENSATE FROM EQUIPMENT TO BE DRAINED TO NEAREST FLOOR DRAIN.
4. EXISTING MECHANICAL ROOM ROOF IS UNDER WARRANTY. ALL MODIFICATIONS TO THE
ROOF SHALL BE DONE BY U.S. ROOFING TO MAINTAIN WARRANTY.
GENERAL NOTES:
NOTES BY SYMBOL:
(THIS DRAWING ONLY)
CONNECT TO EXISTING 3" HWS/R MAINS AND EXTEND AS SHOWN.
EXISTING EXPANSION TANK TO BE DRAINED AND CLEANED. PROVIDE NEW RELIEF VALVE.
PROVIDE 3" TANGENTIAL AIR SEPARATOR.
PROVIDE 5 GALLON BYPASS CHEMICAL FEEDER. REFER TO DIAGRAMS FOR PIPING
CONFIGURATION.
PROVIDE 6"Ø FLUE UP THRU ROOF. EXTERIOR FLUE PIPING TO BE PAINTED CUSTOM COLOR
SELECTED BY BUILDING OWNER.
PROVIDE 6"Ø COMBUSTION AIR INLET UP THRU ROOF AND TERMINATE WITH GOOSENECK.
EXTERIOR INTAKE PIPING TO BE PAINTED CUSTOM COLOR SELECTED BY BUILDING OWNER.
CONNECT TO EXISTING 1-1/2" BOILER FILL ASSEMBLY.
EXTEND EXISTING 3/4" HWS/R AND CONNECT TO NEW MAINS.
EXISTING ELECTRICAL SWITCHGEAR.
AutoCAD SHX Text
MECH RM
AutoCAD SHX Text
MAINT RM
AutoCAD SHX Text
MAIL RM
AutoCAD SHX Text
OFFICE
FILENAME: C:\Users\jmantz\DC\ACCDocs\Barry Isett and Associates\1091224.002_Sidney_Pollock_House_Boiler_Replacement\Project Files\MEP-CAD\M_1091224.002_Sidney_Pollock_House_Boiler_Replacement.dwg - January 7, 2026 2:51 PM
T T T T T
T
T
T
T T T
T
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1 1 1
JOB:
1091224.002
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2ND THRU 9TH FLOOR PLANS - MECHANICAL
SCALE: 1/8"=1'-0"
2N D
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1. CONTRACTOR TO VERIFY ALL CONDITIONS IN FIELD PRIOR TO PERFORMING ANY WORK.
2. PROVIDE NEW THERMOSTATS AND CONTROL VALVES FOR BASEBOARD RADIATORS IN
ALL 102 APARTMENTS. COORDINATE FINAL THERMOSTAT LOCATIONS WITH BUILDING
OWNER. MC TO RUN 24V WIRING FROM THERMOSTAT TO VALVE ACTUATOR.
3. NEW THERMOSTATS SHALL BE HONEYWELL MODEL TH1010D2000, OR APPROVED
EQUAL.
4. REPLACE AIR VENTS ON BASEBOARD RADIATORS IN ALL APARTMENTS. DRAIN, FLUSH,
AND BLEED AIR FROM HEATING SYSTEM ONCE WORK IS COMPLETED.
GENERAL NOTES:
NOTES BY SYMBOL:
(THIS DRAWING ONLY)
REMOVE EXISTING CONTROL VALVE AND AIR VENT FOR BASEBOARD RADIATOR. PROVIDE
NEW AIR VENT AND 3/4" ON/OFF CONTROL VALVE WITH 24V ELECTRIC ACTUATOR.
PROVIDE COVER FOR HOLE LEFT AFTER REMOVAL OF EXISTING CONTROL VALVE.
AutoCAD SHX Text B
FILENAME: C:\Users\jmantz\DC\ACCDocs\Barry Isett and Associates\1091224.002_Sidney_Pollock_House_Boiler_Replacement\Project Files\MEP-CAD\M_1091224.002_Sidney_Pollock_House_Boiler_Replacement.dwg - January 7, 2026 2:51 PM
COPYRIGHT 2025
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JMM SA
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FLUE THRU ROOF DETAIL
NO SCALE
NOTE: CLEARANCES AROUND FLUE PER THE INTERNATIONAL MECHANICAL CODE
EXTEND AND CONNECT
TO UNIT FLUE OUTLET
VENTILATED ROOF THIMBLE
ROOF THIMBLE, STORM
COLLAR SECURED TO VENT
PIPE AND UNDERSIDE OF DECK
ROOF DECK
CUT OPENING THRU EXISTING
CONCRETE OR METAL DECK
FLASHING OF ROOF CURBS
AND PENETRATIONS SHALL
BE BY THE M.C.
STORM COLLAR
SEAL PER MANUFACTURER'S
RECOMMENDATIONS
STORM CAP
MIN. 36"
ABOVE ANY
WALL
WITHIN
10'-0"
DIAMETER ROOF
OPENING FLUE O.D. PLUS 2"
DOUBLE WALL VENT
(SEE FLOOR PLAN FOR SIZE)
EXISTING EQUIPMENT PAD
INCREASER
MECHANICAL ROOM FLOOR
PIPE SUPPORT
SUCTION DIFFUSER WITH
BUILT IN STRAINER
PETE'S PLUGS ON SUCTION
AND DISCHARGE OF PUMP
BASE MOUNTED PUMP AS
SCHEDULED
O-50 PSI GAGE WITH VALVE
AND DAMPENER
METRAFLEX FLEXIBLE PUMP
CONNECTOR
SILENT SPRING LOADED GLOBE
CHECK VALVE
BALANCING VALVE WITH TEST
PORTS
BALL VALVE
GROOVED PIPING SYSTEM
VIBRATION HANGERS
BASE MOUNTED PUMP DETAIL
NO SCALE
METHOD OF SUPPORTING PIPES
CLEVIS ROLLER HANGER CLEVIS HANGER
INSULATION
TRAPEZE HANGER
ANGLE IRON
HANGER RODINSULATION
PIPE
CLEVIS HANGER
PIPE
HANGER ROD
SEMI- CYLINDRICAL GALVANIZED
IRON SHIELD. FOR HOT PIPES 2" &
OVER, USE PROTECTIVE SADDLE
VIBRATION ELIMINATORS
WHERE REQUIRED (SEE
SPECIFICATIONS)
VIBRATION ELIMINATORS
WHERE REQUIRED (SEE
SPECIFICATIONS)
VIBRATION ELIMINATORS
WHERE REQUIRED (SEE
SPECIFICATIONS)SEMI- CYLINDRICAL
GALVANIZED IRON SHIELD. FOR
HOT PIPES 2" & OVER, USE
PROTECTIVE SADDLE SEMI- CYLINDRICAL GALVANIZED
IRON SHIELD. FOR HOT PIPES 2" &
OVER, USE PROTECTIVE SADDLE
LOAD BEARING
CALCIUMSILICATE
INSULATION AT ALL
HANGER POINTS
LOAD BEARING CALCIUM
SILICATE INSULATION AT
ALL HANGER POINTS
LOAD BEARING CALCIUM
SILICATE INSULATION AT
ALL HANGER POINTS
NO SCALE
SUCTION HEADER
DISCHARGE HEADER
3/4"
FILL CAP
NEPTUNE MODEL FTF-5HP
5-GALLON FEEDER FILTER
WITH STAINLESS STEEL
BASKET, LEGS AND SOCK
FILTER. PROVIDE 20 MICRON
FILTER AT SYSTEM START-UP
AND SPARE 5 MICRON FILTER
FOR OWNER.
FLOOR
1/2" SAMPLE OUTLET
PRESSURE GAUGE
3/4" BALL VALVE
UNION(TYP)
DRAIN VALVE
CONCRETE PAD
NO SCALE
CHEMICAL FEEDER DETAIL
UNION (TYPICAL)
W/ LOCK SHIELD (TYPICAL)
SHUT-OFF VALVE (TYPICAL)
TO PUMPS
VALVE W/ HOSE END
FULL SIZE DRAIN
T&P RELIEF VALVE (TYPICAL)
TO DOMESTIC CW SYSTEM
EXISTING SYSTEM FILL ASSEMBLY
PIPE DRAIN TO
FLOOR DRAIN
(E)EXPANSION TANK
NO SCALE
SEPARATOR AND EXPANSION TANK DETAIL
HOT WATER SYSTEM AIR
TANGENTIAL AIR SEPARATOR
AUTO AIR VENT W/ 1/2"
DRAIN LINE TO FLOOR DRAIN
HWS
BOILERS TO BE INSTALLED TO MEET PA DEPARTMENT OF LABOR AND
INDUSTRY BOILER DIVISION. CONTRACTOR TO SUBMIT APPLICATION AND
COORDINATE INSPECTION:
1. PROVIDE NEW RELIEF VALVE ON EXPANSION TANK SIZED TO MEET
REQUIREMENTS.
2. PROVIDE LOW WATER CUTOUT FOR BOILER.
3. PROVIDE TWO HIGH LIMIT OPERATING CONTROLS FOR BOILER.
4. PROVIDE MINIMUM 30" CLEARANCE AROUND BOILERS AND 80"
OVERHEAD CLEARANCE.
HWS
AIR SEPARATOR
TO FD
AUTOMATIC AIR VENT
TO FD
TO FD
DV
C H
F
3/4"
C H
F C
H F
C H
F C
H F
BYPASS
CHEMICAL
FEEDER
FC FC
HWS
MIN BOILER FLOW
12 GPM
3"
3" 3"
DV
(E) EXPANSION
TANK
B-1
HOUSEKEEPING PAD (TYP.)
TO FD
6"
3" 3"
CHF CHF
HWR
H W
R
HWR HWR
3" 3"
3"
3"
HWP-1
FC FC
PROVIDE SUCTION
DIFFUSER (TYP. 2)
HWS
3"
3"
1-1/2"
3"
HEATING WATER FLOW DIAGRAM
NO SCALE
TO FD
HWP-2B-2
TO FD
3" 3"
CONTROL VALVE PROVIDED
BY BOILER MANUFACTURER
AND WIRED TO BOILER (TYP.)
T
T
SUPPLY HEADER
TEMPERATURE SENSOR
WIRED TO BOILER CONTROLS
RETURN HEADER
TEMPERATURE SENSOR
WIRED TO BOILER CONTROLS
T
OUTDOOR AIR TEMPERATURE SENSOR
WIRED TO BOILER CONTROLS FOR
OUTDOOR AIR RESET
DPT
DIFFERENTIAL PRESSURE
TRANSMITTER FOR
CONTROL OF PUMP VFDS
FILENAME: C:\Users\jmantz\DC\ACCDocs\Barry Isett and Associates\1091224.002_Sidney_Pollock_House_Boiler_Replacement\Project Files\MEP-CAD\M_1091224.002_Sidney_Pollock_House_Boiler_Replacement.dwg - January 7, 2026 2:51 PM
(E )3
" H W
S (E
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W R
(E)3/4" HWR
(E)3/4" HWS
JOB:
1091224.002
COPYRIGHT 2025
DRAWN:
SCALE:
DATE:
01/15/2026
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APPRD:
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FLOOR PLAN - DEMOLITION - MECHANICAL
SCALE: 1/4"=1'-0"
1. CONTRACTOR TO VERIFY ALL CONDITIONS IN FIELD PRIOR TO PERFORMING ANY WORK.
2. IF ANY SUSPECT MATERIAL IS FOUND ON THE INTERIOR OF THE BOILERS THAT MAY BE
ASBESTOS, STOP WORK UNTIL MATERIAL IS PROPERLY SAMPLED.
GENERAL NOTES:
NOTES BY SYMBOL:
(THIS DRAWING ONLY)
REMOVE EXISTING BOILER PIPING AND ASSOCIATED APPURTENANCES BACK TO
INDICATED POINT AND PREPARE FOR RECONNECTION.
DISCONNECT EXISTING 3/4" HWS/R PIPING AND PREPARE FOR RECONNECTION.
REMOVE (3) HEATING HOT WATER BOILERS AND ASSOCIATED PIPING AND
APPURTENANCES BACK TO INDICATED POINT.
REMOVE BRANCH PIPING TO EXPANSION TANK. EXPANSION TANK TO REMAIN.
DISCONNECT SYSTEM FILL ASSEMBLY AND PREPARE FOR RECONNECTION TO NEW
SYSTEM.
REMOVE EXISTING PUMPS AND ASSOCIATED APPURTENANCES.
REMOVE EXISTING FLUE BACK TO INDICATED POINT. CAP EXISTING CHIMNEY IN
MECHANICAL ROOM AND AT TERMINATION ABOVE ROOF.
EXISTING ELECTRICAL SWITCHGEAR.
AutoCAD SHX Text
MECH RM
AutoCAD SHX Text
MAINT RM
AutoCAD SHX Text
MAIL RM
AutoCAD SHX Text
OFFICE
FILENAME: C:\Users\jmantz\DC\ACCDocs\Barry Isett and Associates\1091224.002_Sidney_Pollock_House_Boiler_Replacement\Project Files\MEP-CAD\M_1091224.002_Sidney_Pollock_House_Boiler_Replacement.dwg - January 7, 2026 2:51 PM
NOTE:
NOT ALL ABBREVIATIONS AND SYMBOLS
INDICATED MAY APPEAR ON THESE
CONTRACT DRAWINGS. THIS IS FOR
REFERENCE ONLY.
AC AQUATICS CONTRACTOR
AD AREA DRAIN
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AMP AMPERE
AP ACCESS PANEL
APPROX APPROXIMATE
AVG AVERAGE
BFP REDUCED PRESSURE BACKFLOW
PREVENTER
BOT BOTTOM
BP BACK PRESSURE
BSMT BASEMENT
BWV BACK WATER VALVE
CI CAST IRON
CL CENTER LINE
CO CLEANOUT
COL COLUMN
CONC CONCRETE OR CONCENTRIC
DF DRINKING FOUNTAIN
DIA, Ø DIAMETER
DIP DUCTILE IRON PIPE
DN DOWN
DN DOWNSPOUT NOZZLE
DW DISHWASHER
EC ELECTRICAL CONTRACTOR
ECO EXTERIOR CLEANOUT
ERD EMERGENCY OVERFLOW ROOF
DRAIN
EL ELEVATION
ESP ELEVATOR SUMP PUMP
(E), EXIST EXISTING
EW EMERGENCY EYE WASH
FCO FLOOR CLEANOUT
ABBREVIATIONS
FD FLOOR DRAIN
FFD FUNNELED FLOOR DRAIN
FF ELEV FINISHED FLOOR ELEVATION
FSC FOOD SERVICE CONTRACTOR
FS1 FLOOR SINK
FLA FULL LOAD AMPS
FLR FLOOR
FPM FOOT/FEET PER MINUTE
FPS FOOT/FEET PER SECOND
FT FOOT/FEET
GAL GALLONS
GD GARBAGE DISPOSAL
GC GENERAL CONTRACTOR
GND GROUND
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
GPR GAS PRESSURE REGULATOR
GPS GALLONS PER SECOND
GF GLASS FILLER
GSV GAS SOLENOID VALVE
GT GREASE TRAP
HB HOSE BIBB
HC HVAC CONTRACTOR
HEWC HANDICAP ELECTRIC WATER
COOLER
HGT HEIGHT
HP HORSE POWER
HLAV HANDICAP LAVATORY
HS HAND SINK
HSH HANDICAP SHOWER
HUR HANDICAP URINAL
HWC HANDICAP WATER CLOSET
IB ICE MAKER BOX
INV INVERT OF PIPE
KD KITCHEN DRAIN
KS KITCHEN SINK
LAV LAVATORY
LS LAB SINK
MAX MAXIMUM
MIN MINIMUM
MS MOP SINK
MTD MOUNTED
NA, N/A NOT APPLICABLE
NC NORMALLY CLOSED
NIC NOT IN CONTRACT
NO NORMALLY OPEN
NTS NOT TO SCALE
PC PLUMBING CONTRACTOR
PT PLASTER TRAP
RD ROOF DRAIN
SE SEWAGE EJECTOR
SH SHOWER
SI SEDIMENT INTERCEPTOR
SK SINK
SS SERVICE SINK
TEMP TEMPERATURE
TP TRAP PRIMER
TUB TUB/SHOWER
UR URINAL
WB WASHER BOX
WC WATER CLOSET
WCO WALL CLEAN OUT
WF WASHFOUNTAIN
WHA WATER HAMMER ARRESTER
WH WALL HYDRANT
WPV WHIRLPOOL VALVE
WS WASHSTATION
WSV WATER SOLENOID VALVE
VTR VENT THROUGH ROOF
MISCELLANEOUS SYMBOLS
DIRECTION OF VIEW
OR DETAIL IS SHOWN
OR DETAIL IS TAKEN
DRAWING FROM WHICH SECTION
DETAIL OR SECTION NUMBERX
X
SECTION NUMBER
DRAWING ON WHICH SECTION
X X
REVISION SYMBOLX
DRAWING NOTE SYMBOLX
POINT OF CONNECTION-NEW TO EXISTING
POINT OF DEMOLITION CONCLUSION
1. PLUMBING CONTRACTOR IS RESPONSIBLE FOR ALL 'P' DRAWINGS, DIV. 22 SPECIFICATIONS, AND SPECIFIC PLUMBING NOTES ON OTHER DRAWINGS. PLUMBING CONTRACTOR IS RESPONSIBLE FOR THEIR OWN CUTTING, PATCHING, AND TEMPORARY FACILITIES
2. CONTRACTOR SHALL PROVIDE A COMPLETE AND WORKING SYSTEM WITH ALL NECESSARY PERMITS AND
APPROVALS FROM AUTHORITIES HAVING JURISDICTION.
3. INSTALL ALL EQUIPMENT AND MATERIALS IN STRICT ACCORDANCE WITH CURRENT ADOPTED I.P.C. ALL PERTINENT CODES, LAWS, ORDINANCES, REGULATIONS, AND RESPECTIVE MANUFACTURER'S WRITTEN INSTRUCTIONS.
4. COORDINATE PLUMBING WORK WITH THE WORK OF ALL OTHER CONTRACTORS AND OWNER.
5. PLUMBING DRAWINGS ARE DIAGRAMMATIC IN NATURE. THE DRAWINGS MUST BE FOLLOWED AS CLOSELY AS CIRCUMSTANCES PERMIT AND ACTUAL LINE LOCATIONS SHALL BE DETERMINED BY THE P.C. IN THE FIELD.
HOWEVER, THE PLUMBING CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE PROPER INSTALLATION OF ALL MATERIALS AND EQUIPMENT REQUIRED FOR A COMPLETE INSTALLATION WITHIN THE INTENT AND MEANING OF
THE CONTRACT DOCUMENTS.
6. THE PLUMBING CONTRACTOR SHALL ARRANGE THE PROGRESS OF HIS WORK SO AS TO CONFORM TO THE PROGRESS OF THE TRADES AND SHALL COMPLETE THE ENTIRE INSTALLATION AS SOON AS THE CONDITION OF
THE PROJECT WILL PERMIT.
7. ALL ITEMS OF LABOR, MATERIAL, AND EQUIPMENT NOT SPECIFICALLY DESCRIBED HEREIN NOR DETAILED ON THE DRAWINGS BUT INCIDENTAL TO OR NECESSARY FOR THE COMPLETION OF THE WORK, SHALL BE CONSIDERED AS
INCLUDED WITHOUT EXTRA COST.
8. PROVIDE NECESSARY SUPPORTS, HANGERS, AND HARDWARE TO PROPERLY SECURE PIPING AND EQUIPMENT TO
BUILDING STRUCTURE.
9. LABEL ALL DOMESTIC COLD WATER, AND DOMESTIC HOT WATER PIPING WITH COLORED, WATERPROOF, ALL TEMPERATURE, SELF-ADHERING LABELS AND DIRECTIONAL ARROWS AS MANUFACTURED BY SETON OR EQUAL.
10. FURNISH AND INSTALL ACCESS PANELS WHERE REQUIRED FOR ACCESS TO ALL CONCEALED VALVES, TRAPS, OR EQUIPMENT WHERE NO OTHER MEANS IS PROVIDED. COORDINATE ACCESS LOCATIONS WITH ARCHITECT AND GC.
11. DO NOT INSTALL PIPING OR ANY OTHER PLUMBING EQUIPMENT OVER ELECTRICAL PANELS. MAINTAIN A MINIMUM
OF 36" CLEAR IN FRONT OF ELECTRICAL PANELS.
12. THE PLUMBING CONTRACTOR SHALL PROVIDE INSTRUCTIONS TO THE OWNER FOR EACH SYSTEM INSTALLED AND
THE OPERATION OF ALL EQUIPMENT IN HIS CONTRACT.
13. CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE. FAILURE TO VISIT AND INSPECT THE EXISTING CONDITIONS SHALL NOT BE VALID REASON FOR AUTHORIZATION OF A CHANGE ORDER.
14. CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE IN WRITING ALL MATERIALS, EQUIPMENT, AND
WORKMANSHIP FOR A PERIOD OF THREE YEARS FROM DATE OF ACCEPTANCE BY OWNER.
15. PROVIDE SHOCK ABSORBING DEVICES WHICH WILL PROTECT WATER SUPPLY PIPING FROM WATER HAMMER.
REFER TO PLUMBING EQUIPMENT SCHEDULE FOR TYPES. LOCATE AT THE ENDS OF ALL BRANCH PIPING RUNS.
16. THE PLUMBING CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ENGINEER AS-BUILT DRAWINGS AND OPERATION AND MAINTENANCE MANUALS INCLUDING ALL NAME PLATE DATA, WIRING DIAGRAMS, MAINTENANCE
INSTRUCTIONS, AND PARTS LIST UPON PROJECT COMPLETION.
17. THE CONTRACTOR SHALL MAINTAIN A CLEAN AND SAFE WORK AREA AT ALL TIMES. ALL SAFETY PROCEDURES AND ENFORCEMENT IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL CONFORM TO ALL OSHA
STANDARDS.
18. BACK FLOW PREVENTERS AND/OR VACUUM BREAKERS SHALL BE INSTALLED WHERE REQUIRED TO PREVENT
CONTAMINATION OF POTABLE WATER SYSTEM.
19. CONTRACTOR SHALL PAY FOR AND OBTAIN ALL FEES, PERMITS, AND INSPECTIONS. ALL CHARGES BY UTILITY
COMPANIES SHALL BE PAID BY THIS CONTRACTOR.
20. EXCEPT WHERE OTHERWISE INDICATED, ALL CUTTING, EXCAVATION, FILL, AND PATCHING REQUIRED FOR THE PLUMBING WORK SHALL BE BY…
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