S06-Solicitation Amendment -A00005- 08-15-2022-COMBINED-DSG.pdf

5. PROJECT NUMBER (if applicable)

CODE 7. ADMINISTERED BY

2. AMENDMENT/MODIFICATION NUMBER

CODE

6. ISSUED BY

8. NAME AND ADDRESS OF CONTRACTOR

4. REQUISITION/PURCHASE REQ. NUMBER 3. EFFECTIVE DATE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED

PAGE OF PAGES

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED

BPA NO. 1. CONTRACT ID CODE

FACILITY CODE CODE

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

E. IMPORTANT:

is extended,

(a) By completing Items 8 and 15, and returning __________ copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR

ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY is not extended.

12. ACCOUNTING AND APPROPRIATION DATA

(REV. 11/2016)

is required to sign this document and return ___________ copies to the issuing office. is not, A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRAC T ORDER NO. IN ITEM 10A.

15C. DATE SIGNED

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES

SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this am endment, and is received prior to the opening hour and date specified.

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER

Contractor

16C. DATE SIGNED

14. DESCRIPTION OF AMENDMENT/MODIFICATION

16B. UNITED STATES OF AMERICA

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, rema ins unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER 16A. NAME AND TITLE OF CONTRACTING OFFICER

15B. CONTRACTOR/OFFEROR

STANDARD FORM 30 PREVIOUS EDITION NOT USABLE

Prescribed by GSA - FAR (48 CFR) 53.243

(Type or print) (Type or print)

(Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

(Number, street, county, State and ZIP Code)

(If other than Item 6)

(Specify type of modification and authority)

(such as changes in paying office, appropriation date, etc.)

(If required)

(SEE ITEM 11)

(SEE ITEM 13)

(X)

CHECK

ONE

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

(Signature of person authorized to sign) (Signature of Contracting Officer)

1 2

A00005

08/15/2022 664-22-1-5156-0001

644-19-304

003C4E

Department of Veterans Affairs

Office of Construction and Facilities Management

400 Mare Island Way Suite #100 Vallejo CA 94590

To all Offerors/Bidders

36C10F22B0001

06-24-2022

X

1 x

Solicitation Amendment A00005 on 36C10F22B0001, Project Number: 664-19-304 Upgrade Domestic Hot And Cold Water Systems at the VA San Diego Healthcare System, 3350 La Jolla Village Dr, San Diego, CA 92161.

1. The purpose of this solicitation amendment is to provide a response to the following RFI#63 submitted.

The government hereby removes Deduct Alternate #3 from the solicitation.

2. See the attached drawings and specifications updated. The Bid Due remains unchanged.

3. All other terms and conditions remains the same and are enforceable. See additional information on the continuation page of block#14 of SF30.

Dominik Gammon

Contracting Officer

Continuation Page of Block 14 SF-30

AMENDMENT OF SOLICITATION (continued)

Project Description: Upgrade Domestic Hot And Cold Water Systems

Project Location: VA San Diego Healthcare System Project No. 664-19-304

Solicitation No. 36C10F22B0001 Amendment A00005.

Continuation page of Block #14 SF30

See Attachment Documents

1. See attached document: 664-19-304 Upgrade Domestic H_C Water Systems.Addendum1.20220815.

2. See attached document: 664-19-304.B2.DWG.ADD_1.20220815.

End of Document

CVE Verified Service-Disabled Veteran-Owned Small Business

TRIPLE C – THE A&E GROUP

OUR REASONABLE SERVICE - TO PROVIDE YOU WITH EXEMPLARY SERVICE

410 Grand Avenue, Suite 201C � Laramie, Wyoming 82070 � Telephone: (307) 460-2054 � Fax: (307) 460-2053

Addendum

Project: 664-19-304/Upgrade Domestic H&C Water Systems

Subject: Addendum No. 1

Date: 08/15/2022

Revisions: Removes language relating to Deductive Alternate No. 3 in the Building 02 drawing package.

Copper-Silver Ionization (CSI) system is removed from the project entirely.

Sheet Number Revision Description of / Reason for Change

2G-001 ADDENDUM #1 Updated Scope of Work statement, removed Deduct Alt No.3.

2PP101 ADDENDUM #1 Removed Deduct Alt. No. 3, CSI system piping plan.

2P501 ADDENDUM #1 Removed Deduct Alt. No. 3, CSI system detail.

End of Addendum

Attachments: 664-19-304.B2.DWG.ADD_1.20220815.pdf

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VICINITY MAP

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PROJECT LOCATION KEY PLAN

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PROJECT REVIEW

DATE: APPROVED: DIRECTOR

DATE: APPROVED: ASSOCIATE DIRECTOR

DATE: APPROVED: ASSISTANT DIRECTOR

DATE: APPROVED: CHIEF OF STAFF

DATE:

APPROVED: CHIEF ENGINEERDATE:

APPROVED: ASSOCIATE DIRECTOR, PATIENT CARE SERVICES

DATE: APPROVED:

DATE: APPROVED:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

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A

B

C

D

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F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

MECHANICAL:

(502) 481-8548(310) 357-7031

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2G-001

COVER & DRAWING INDEX

TRIPLE C The A/E Group

4401 Atlantic Avenue, Suite 200

Long Beach, CA 90807

(562) 452-7175 phone

Mat Perkins

P2S ENGINEERING, INC.

9665 Cheasapeake Drive, Suite 230

San Diego, CA 92123

(619) 618-2347

Mikhail Fuks

Upgrade Domestic H&C Water

Systems

3350 La Jolla Village Dr, San Diego, CA 92161

664-19-304

06/10/2020 M. Perkins G. Weaver

100% CONSTRUCTION

DOCUMENTS

SAN DIEGO VA HEALTH CARE SYSTEM

(SDVAHCS)

Upgrade Domestic H&C Water Systems

BUILDING 2

CLIENT:

VA San Diego Health Care System

3350 La Jolla Village Drive San Diego, CA 92161

100% Construction Documents - Issued for Construction

JUNE 10, 2020

VA PROJECT NO : 664-19-304

THIRD-PARTY INSPECTIONS: COMPREHENSIVE THIRD-PARTY INSPECTIONS, TESTING AND

WRITTEN REPORTS FOR ALL DIVISIONS (PAID BY THE GENERAL CONTRACTOR).

CONTRACTOR SHALL EMPLOY THIRD PARTY INSPECTION CONSULTANTS TO PERFORM ALL

INSPECTIONS REQUIRED BY THIS CONTRACT. THE VA HAS NO INSPECTION CAPABILITY. ANY

REFERENCE TO VA INSPECTIONS SHALL BE BY A THIRD-PARTY INSPECTOR QUALIFIED TO

PERFORM THE WORK. CREDENTIALS SHALL BE SUPPLIED TO THE VA/AE AS REQUIRED BY

THIS CONTRACT. ALL INSPECTIONS, TESTING, CERTIFICATIONS, AND PERMITS (SEE

SPECIFICATION 01 00 00 AND 01 91 00) ARE TO BE PAID FOR BY THE GENERAL CONTRACTOR.

THE VA WILL NOT PAY FOR OR PERFORM ANY REQUIRED INSPECTIONS. VA INSPECTIONS

ARE FOR VA USE ONLY, WHEN PERFORMED, AND DO NOT REDUCE THE INSPECTION BURDEN

ON THE CONTRACTOR.

THIS PROJECT MUST BE “STAND ALONE”. THAT IS, THE PROJECT CANNOT DEPEND ON

ANOTHER PROJECT OR OTHER FUNDING SOURCE TO MAKE THE FINAL RESULT COMPLETE

AND USABLE.

Triple C A&E Group, the A-E of record for the San Diego VA Healthcare System on Project 664-19-304, located in San Diego, California can certify that no Asbestos Containing Building Materials (ACBM) or Lead Based Products were designed/specified in the design.

_________________________ Signature 06/10/2020 Date

Author: Mat Perkins, AIA NCARB, PMP, LEED BD+C Triple C - The A&E Group

SCOPE OF WORK

The contractor shall completely prepare the site for building operations, and shall furnish all labor and materials, and perform all work, for the Legionella Domestic Water Prevention Project in Buildings 2 at the Veterans Administration Health Care System, San Diego CA, as required by the project drawings and specifications.

BASE BID Scope of Work shall include:

The installation of new valves on the domestic hot and cold water piping systems as shown on the project documents.

The installation of the city water monitoring panel in Building 2.

The installation of a new domestic cold water return loop between building 1 and building 2 with recirculation pump.

The installation of a new domestic cold water shell and tube heat exchanger.

The installation of a new dedicated air cooled chiller, pump, chemical pot feeder, expansion tank, buffer tank, piping, valves and supports.

The installation of new Thermostatic Mixing Valves (or recalibrating of existing) for all plumbing fixtures with hot water service for scald protection.

The disconnection and removal of unused or abandoned domestic water piping systems as indicated on the project plans. All removed branch lines shall be capped not more than 1.5 pipe diameters from active supply piping. Abatement of all Asbestos Containing Materials for pipe removed.

DEDUCTIVE ALTERNATE #1 - Unused or abandoned domestic water piping shall remain in place.

DEDUCTIVE ALTERNATE #2 - Omits the installation of the CWR loop between building 1 and building 2, recirculating pump, dedicated air cooled chiller, heat exchanger and associated equipment, piping and valving located in building 2.

Revisions: Date:

SHEET INDEX

Sheet Number Sheet Name 35% SD 65% DD 100% CD

GENERAL

2G-001 COVER & DRAWING INDEX Yes Yes Yes

2G-010 PLUMBING GENERAL NOTES Yes Yes Yes

2G-011 GENERAL INFECTION CONTROL NOTES AND SYMBOLS No Yes Yes

STRUCTURAL

2S-001 GENERAL STRUCTURAL NOTES No No Yes

2S-002 SPECIAL INSPECTIONS No No Yes

2S-102 SECOND FLOOR FRAMING PLAN No No Yes

2S-103 ROOF FRAMING PLAN No No Yes

2S-501 TYPICAL DETAILS No No Yes

2S-701 SEISMIC RESTRAINT GENERAL NOTES No No Yes

2S-702 SEISMIC RESTRAINT SCHEDULES No No Yes

2S-703 SEISMIC RESTRAINT DETAILS No No Yes

2S-704 SEISMIC RESTRAINT DETAILS No No Yes

2S-705 SEISMIC RESTRAINT DETAILS No No Yes

2S-706 SEISMIC RESTRAINT DETAILS No No Yes

PLUMBING

2P-001 PLUMBING LEGEND Yes Yes Yes

2PP101 DOMESTIC WATER PIPING PLAN - FIRST FLOOR Yes Yes Yes

2PP102 DOMESTIC WATER PIPING PLAN - SECOND FLOOR No No Yes

2PP103 DOMESTIC WATER PIPING PLAN - ROOF No No Yes

2P-501 PLUMBING DETAILS Yes Yes Yes

2P-502 PLUMBING DETAILS No No Yes

2P-601 DOMESTIC WATER RISER DIAGRAM No No Yes

2P-701 PLUMBING SCHEDULES No No Yes

2P-801 PLUMBING AND MECHANICAL CONTROLS RISER DIAGRAM No No Yes

ELECTRICAL

2E-001 ELECTRICAL SYMBOL LEGEND AND ABBREVIATIONS No Yes Yes

2EP101 OVERALL POWER PLAN - FIRST FLOOR No Yes Yes

2EP103 POWER PLAN - ROOF No No Yes

2E-601 PARTIAL ONE LINE DIAGRAMS No Yes Yes

Expires 6.30.16Expires: 6/30/1821

6/1 0/2

1.

2.

3.

4.

5.

6.

7.

ADDENDUM #1 08/15/20221

1 HALF-TONED OR LIGHT LINES INDICATE EXISTING CONSTRUCTION TO REMAIN. DASHED BOLD LINES INDICATE EXTENT OF

DEMOLITION.

2. SEE COVER SHEET FOR PROJECT REQUIREMENTS AND ADDITIONAL INFORMATION.

3. THESE DRAWINGS HAVE BEEN PREPARED USING (AS-DESIGNED) DOCUMENTS PROVIDED BY THE OWNER. NEITHER THE OWNER OR THE ARCHITECT WARRANT THESE TO BE (AS-BUILT) DOCUMENTS AND ACTUAL CONDITIONS MAY VARY. THE DRAWINGS

SUPPORT THE INTENT OF THE PHASED REPLACEMENT OF THE MECHANICAL EQUIPMENT.

4. TEMPORARY BRACING OR SHORING OF THE EXISTING MASONRY WALL MAY BE NECESSARY, AND SHALL BE THE RESPONSIBILITY

OF THE CONTRACTOR.

6. CONTRACTOR SHALL COORDINATE DEMOLITION ACTIVITIES TO MEET APPROVAL OF CODE AGENCIES. COORDINATE DEMOLITION WORK WITH ALL DISCIPLINES. CONTRACTOR SHALL DISPOSE OF ALL ITEMS PER SPECIFICATIONS. THE CONTRACTING OFFICER REPRESENTATIVE (COR) RESERVES THE RIGHT TO SELECT SPECIFIC ITEMS FOR SALVAGE. THESE ITEMS SHALL BE IDENTIFIED

DURING THE PRE-CONSTRUCTION WALK THROUGH.

7. CONTRACTOR SHALL PATCH AND REPAIR ALL OPENINGS, VOIDS OR PENETRATIONS LEFT BY THE REMOVAL OF EXISTING CONSTRUCTION, EQUIPMENT, PIPING, DUCTS, ETC. TO MAINTAIN THE INTEGRITY OF THE WALL AND/OR ROOF. REMOVE ALL SUPPORTS THAT ARE NOT TO BE REUSED. PROTECT SURFACES AND EQUIPMENT DESIGNATED AS EXISTING TO REMAIN AND/OR UNDISTURBED. PREPARE PATCHED AREAS TO RECEIVE FINISHES WHERE FINISHES ARE REQUIRED.

8. THE ACCESSIBLE PARKING AREA AND PUBLIC RIGHT-OF-WAY OF THE PROJECT SITE WILL BE IMPACTED BY CONSTRUCTION ACTIVITIES. TEMPORARY BARRICADES PERTAINING TO THE CONTRACTOR'S ACTIVITIES SHALL BE INSTALLED TO PREVENT POSSIBLE INJURY IN AND AROUND DEMOLITION AND CONSTRUCTION AREAS IN ACCORDANCE WITH THE LATEST OSHA REQUIREMENTS. COORDINATE CONTRACTOR STAGING AREA WITH TEMPORARY ACCESSIBLE PARKING AND PUBLIC ACCESS WITH CONTRACTING OFFICER REPRESENTATIVE (COR)PRIOR TO CONSTRUCTION. PROTECT PARKING SIGNAGE WITHIN PROJECT AREA.

9. CONTRACTOR SHALL SAWCUT NEW OPENINGS AND/OR PENETRATIONS. COORDINATE NEW MASONRY OPENINGS WITH THE MASONRY MODULAR. PATCH CAVITIES SMOOTH WHERE CUT PORTIONS OF EXISTING MASONRY WALLS REMAIN. SEE SPECIFICATIONS FOR CUTTING AND PATCHING AND DEMOLITION FOR RELATED DEMOLITION WORK.

10. SEE MECHANICAL DRAWINGS FOR WORK REQUIRED WITHIN OFFICE TOWERS. COORDINATE BUILDING'S SYSTEM SHUTDOWN

WITH CONTRACTING OFFICER REPRESENTATIVE (COR) AND TENANTS.

11. WHEREVER EXISTING EQUIPMENT, FIXTURES, PIPING, DUCTS, ETC. ARE REQUIRED TO BE REMOVED - SUCH REMOVAL SHALL INCLUDE ALL ANCHORS, HANGERS, BASE, SUPPORT, ETC. AFTER REMOVAL, FLOORS, WALLS AND CEILINGS SHALL BE PATCHED

AND MATCH ADJACENT SURFACES MATERIAL, TEXTURE AND COLOR.

1. ALTHOUGH SIGNIFICANT EFFORTS HAVE BEEN MADE TO COORDINATE DIMENSIONS, THERE MAY BE DISCREPANCIES AND/OR OMISSIONS. IF ENCOUNTERED, CONTACT THE CONTRACTING OFFICER REPRESENTATIVE (COR) FOR ADDITIONAL INFORMATION. IF THERE IS A DIMENSIONAL VARIANCE BETWEEN DISCIPLINES OR SIGNIFICANT OMISSION OR CONFLICT WITHIN A DISCIPLINE, CONTRACTING OFFICER REPRESENTATIVE (COR) PRIOR TO BID. IF DISCREPANCIES ARE DISCOVERED AFTER THE BID, CONTRACTOR SHALL CONFIRM DIMENSIONS WITH CONTRACTING

OFFICER REPRESENTATIVE (COR) PRIOR TO CONSTRUCTION OF THE AFFECTED AREA.

2. ACTUAL CONSTRUCTION CONDITIONS AND/OR MATERIAL AND EQUIPMENT SIZES MAY NOT BE THOSE ANTICIPATED BY THE DESIGNERS. THROUGH FIELD INVESTIGATION AND SHOP DRAWINGS CONTRACTOR SHALL VERIFY DIMENSIONS

AND RECOMMEND DIMENSIONAL MODIFICATIONS AS REQUIRED.

3. ARCHITECTURAL DIMENSIONS MAY BE FOUND ON FLOOR PLANS, EXPANDED PLANS, REFLECTED CEILING PLANS, SECTIONS, DETAILS, DOOR SCHEDULES, INTERIOR ELEVATIONS AND EXTERIOR ELEVATIONS.

4. ADDITIONAL DIMENSIONS MAY BE SHOWN ON STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

MECHANICAL AND ELECTRICAL EQUIPMENT SCHEDULES MAY ALSO CONTAIN DIMENSIONAL INFORMATION RELATED

TO EQUIPMENT SIZES AND CLEARANCES.

5. DESIGNATIONS ARE NOTED AS NOMINAL, NOT ACTUAL (2 X 4 STUD); DIMENSIONS ARE SHOWN AS ACTUAL, NOT NOMINAL (1 1/2" X 3 1/2" STUD). DIMENSIONS ARE NOT ROUNDED, BUT UN-ROUNDED DIMENSIONS SHOULD NOT BE VIEWED AS MAXIMUM CONSTRUCTION TOLERANCE. (FOR INSTANCE, MASONRY OPENING DIMENSIONS MAY BE SHOWN IN THE 16THS OF AN INCH, BUT STANDARD MASONRY CONSTRUCTION TOLERANCES MAY BE +/- 1/4").

FLOOR PLAN DIMENSIONS

1. THE LOWEST FLOOR OVERALL BUILDING DIMENSIONS ARE FROM THE OUTSIDE FACE OF THE FOUNDATION WALL TO THE OPPOSITE OUTSIDE FACE OF THE FOUNDATION WALL (OR, FROM OUTSIDE GRIDLINE TO OUTSIDE GRIDLINE) AS

SHOWN.

2. DIMENSIONS FOR NON-LOAD BEARING WALLS ARE TO ONE FACE OF THE STUDS, BOTH FACES OF MASONRY WALLS, OR BOTH FACES OF CONCRETE WALLS, ETC, UNLESS NOTED OTHERWISE.

3. WALL DIMENSIONS ARE ACTUAL, NOT NOMINAL (UNLESS NOTED AS "NOM").

4. DOOR OPENING DIMENSIONS IN FRAME CONSTRUCTION (WOOD OR STEEL STUDS) ARE TYPICALLY SHOWN AT THEIR CENTERLINES. HOWEVER, WHEN THE EDGE OF THE DOOR IS IMPORTANT, OR MAKES THE PLACEMENT CLEARER, THE

DIMENSION MAY BE TO THE ACTUAL FRAME EDGE.

5. DOOR DIMENSIONS IN LOAD-BEARING MASONRY AND CONCRETE WALLS ARE TO "ROUGH" OPENINGS (FACES OF MASONRY OR CONCRETE). TYPICAL DOOR ROUGH OPENING DIMENSIONS ARE THE FRAME WIDTH PLUS 1/2" (1/4"

CLEARANCE EACH SIDE) AND PLUS 1/2" TOTAL FOR THE HEAD/SILL DIMENSIONS.

6. "TYPICAL" DOOR FRAME CLEARANCE DIMENSIONS TO ADJACENT WALLS: BETWEEN FRAME FACES AND FACES OF STUDS, OR FACES OF MASONRY OR CONCRETE, AT NEARBY PERPENDICULAR WALLS ARE TYPICALLY 4", DEPENDING ON HARDWARE CLEARANCES AND FRAME REQUIREMENTS (2.5"-DOOR HANDLE PLUS 1" -WALL STOP PLUS 1/2" GB=4.0")

7. SOME DIMENSIONS REQUIRED TO BE CLEAR, SUCH AS AT REQUIRED EXIT WAYS, APPLIANCE COVES OR PREFABRICATED STAIR ENCLOSURES, ARE NOTE "CLR" AND ARE SHOWN TO THE FACES OF FINISHES.

8. DIMENSIONS DESIGNATED WITH "MIN" INDICATE THE MINIMUM CLEARANCE OR SEPARATION REQUIRED.

ROOF PLAN DIMENSIONS

1. UN-DIMENSIONED LOCATIONS OF ROOFTOP EQUIPMENT AND CONSTRUCTION OFTEN MAY BE DETERMINED BY THE FLOOR PLAN BELOW, SUCH AS ROOF HATCH DETERMINED BY REFERENCE TO A FIXED WALL AND LADDER, OR

MECHANICAL EQUIPMENT DETERMINED BY DUCT PENETRATIONS BETWEEN JOISTS.

2. UN-DIMENSIONED ITEMS SUCH AS EQUIPMENT RAILS, HVAC EQUIPMENT, SCREEN WALLS, ANTENNAS, WALK PADS, LADDERS, SCUPPER LOCATIONS, ETC. MAY BE LOCATED FROM MECHANICAL AND ELECTRICAL DRAWINGS OR LOCATED BY SCALING. CONFIRM ALL ROOF ITEM DIMENSIONS WITH THE CONTRACTING OFFICER REPRESENTATIVE

(COR) PRIOR TO CONSTRUCTION.

VERTICAL DIMENSIONS

1. UNLESS NOTED OTHERWISE, THE FIRST FLOOR REFERENCE ELEVATION IS 100'-0". THIS IS REFERENCED TO A GROUND ELEVATION (ABOVE MSI.) AS SHOWN IN CIVIL OR STRUCTURAL DRAWINGS. ELEVATIONS BELOW 0'-0" ARE "-"

(PREFIXED WITH A MINUS SIGN).

2. BUILDING, FLOOR AND ROOF HEIGHTS SHOWN ON ARCHITECTURAL DRAWINGS ARE TO TOP OF DECKING OR

SHEATING, BUT DO NOT INCLUDE FINISHES OR ROOFING MATERIAL.

3. WALL OPENINGS: DOOR AND LOUVER HEIGHTS ARE TO FINISH HEIGHTS (UNLESS THEY ARE IN LOAD-BEARING MASONRY OR CONCRETE WALLS, WHERE THEY ARE TO ROUGH OPENINGS). HEIGHT REFERENCES SHOULD BE TO THE

NEXT LOWER FINISH FLOOR ELEVATION

4. LIGHTING HEIGHTS ON WALLS ARE TO CENTERLINES OF THE ELECTRICAL BOXES, UNO. EQUIPMENT, VENT, PLUMBING AND FIXTURE ELEVATIONS ARE TO CENTERLINES OF THE WALL PENETRATIONS, UNO.

5. SOME VERTICAL DIMENSIONS ARE SHOWN ON PLANS FOR DEPRESSIONS, RIDGES, CURBS, AND ELEVATION CHANGES. A PLAN ELEVATION CHANGE SYMBOL LOOKS LIKE A STEP OR VERTICAL "Z" AND INDICATES THE + OR -

ELEVATION CHANGE IN INCHES FROM THE FFE NEXT TO IT.

FIRE LIFE SAFETY NOTES

1. IF ENCOUNTERED, FIRE RATED ASSEMBLIES, INCLUDING FIREPROOFING, DAMAGED DURING CONSTRUCTION MUST BE RESTORED TO THEIR ORIGINAL CONDITION.

2. FIRE RESISTIVE ASSEMBLIES, FIRE-RESISTIVE CONSTRUCTION, AND THE MEANS OF EGRESS MUST BE MAINTAINED AT ALL TIMES. WHEN IT IS NOT POSSIBLE TO MAINTAIN FIRE-RESISTIVE ASSEMBLIES, FIRE-RESISTIVE CONSTRUCTION AND/OR MEANS

OF EGRESS, TEMPORARY CONSTRUCTION BARRIERS AND/OR A FIRE WATCH MUST BE PROVIDED.

FIRE SAFETY DURING CONSTRUCTION, ALTERATIONS AND DEMOLITION

1. FIRE DEPARTMENT ACCESS ROADS SHALL BE ESTABLISHED AND MAINTAINED AT ALL TIMES PER LOCAL FIRE DEPARTMENT.

2. FIRE DEPARTMENT WATER MAINS AND FIRE HYDRANTS SHALL BE OPERATIONAL AT ALL TIMES AND SHALL BE IN ACCORDANCE WITH LOCAL FIRE DEPARTMENT.

3. FIRE EXTINGUISHERS SHALL BE PROVIDED FOR BUILDINGS UNDER CONSTRUCTION. THE NUMBER AND TYPE OF EXTINGUISHERS SHALL BE AS REQUIRED BY THE PLANS AND SPECIFICATIONS.

4. COMBUSTIBLE DEBRIS SHALL NOT ACCUMULATE WITHIN BUILDINGS.

5. CUTTING AND WELDING OPERATIONS SHALL BE IN ACCORDANCE WITH LOCAL FIRE CODES.

6. FIRE PROTECTION SYSTEMS SHALL BE MAINTAINED OPERATIONAL AT ALL TIMES PER LOCAL FIRE CODES.

7. REQUIRED MEANS OF EGRESS COMPONENTS SHALL BE MAINTAINED AT ALL TIMES. TEMPORARY EXITING SHALL BE APPROVED BY THE STATE FIRE MARSHAL OR BY THE LOCAL FIRE DEPARTMENT.

8. FIRE-RESISTIVE ASSEMBLIES AND CONSTRUCTION SHALL BE MAINTAINED.

9. PLASTIC FILM (VISQUEEN) WHEN USED FOR DUST PROTECTION, SHALL BE FLAME-RETARDANT.

10. SMOKE DETECTORS SHALL BE COVERED OR REMOVED DURING ALTERATIONS. WHEN REQUIRED BY THE STATE FIRE MARSHAL OR LOCAL FIRE DEPARTMENT, HEAT DETECTORS MAY BE SUBSTITUTED FOR SMOKE DETECTORS DURING ALTERATIONS.

11. ALL FIRE HYDRANTS, WATER SUPPLY TO FIRE HYDRANTS, AND FIRE DEPARTMENT VEHICLE ACCESS ROADWAYS SHALL BE INSTALLED, TESTED AND PLACED IN SERVICE PRIOR TO AND DURING THE TIME OF CONSTRUCTION. INSTALLATION MUST BE

COORDINATED WITH LOCAL FIRE DEPARTMENT IN THE FIELD.

FIRE EXTINGUISHERS

1. TEMPORARY- CONTRACTOR SHALL PROVIDE JOB SITE WITH TEMPORARY PORTABLE FIRE EXTINGUISHERS AND SHALL MAINTAIN THEM DURING THE COURSE OF CONSTRUCTION. EACH EXTINGUISHER SHALL BE 10 lb. CAPACITY, CAPABLE OF EXTINGUISHING CLASS A, B & C FIRES. ALL EXTINGUISHERS SHALL BE U.L. LABELED AND SHALL BE DRY

CHEMICAL TYPE.

FIRE SPRINKLER SYSTEM

1. THE BUILDING IS EQUIPPED WITH A FIRE SPRINKLER SYSTEM.

FIRE & SMOKE DAMPERS

1. THE BUILDING IS EQUIPPED WITH FIRE & SMOKE DAMPERS.

EXIT AND EMERGENCY LIGHTING

1. EXIT SIGNS SHALL CLEARLY INDICATE DIRECTION LEADING TO EXTERIOR WITH MINIMUM 6" HIGH LETTERS AT REQUIRED EXITS, EXIT DISCHARGE AND AT ALL CORRIDOR INTERSECTIONS AND CHANGES OF DIRECTION. EXIT WAY;

CORRIDORS AND STAIRS SHALL BE ILLUMINATED BY A SUITABLE EMERGENCY LIGHTING SYSTEM TO OPERATE WHEN NORMAL POWER IS INTERRUPTED. EMERGENCY LIGHTING SHALL PROVIDE A MINIMUM OF 5 FOOT CANDLE POWER AT FLOOR LEVEL. EXIT DOOR SHALL SWING IN THE DIRECTION OF EXIT OVER A LANDING NOT MORE THAN 1/2"

BELOW THE THRESHOLD.

2. EXIT AND EMERGENCY LIGHTING SHALL CONFORM WITH THE LOCAL AND CURRENT NEC GUIDELINES.

RATED DOOR AND WINDOW ASSEMBLIES

1. THE BUILDING IS EQUIPPED WITH RATED DOOR ASSEMBLIES.

2. EXISTING RATINGS ARE TO BE MAINTAINED. NEW RATED DOORS SHALL CLEARLY LABEL DOOR AND FRAME

RATING, DO NOT PAINT LABELS.

FIRE STOPPING

1. FIRE STOPPING IS REQUIRED.

GENERAL

1. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME-PROOFED IN AN APPROVED MANNER.

2. INSULATION APPLIED TO EXTERIOR SURFACE OF DUCTS LOCATED IN BUILDINGS SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 25 AND SMOKE-DEVELOPED RATING OF NOT MORE THAN 50 WHEN TESTED AS A COMPOSITE INSTALLATION, INCLUDING INSULATION, FACING MATERIALS, TAPES AND ADHESIVES NORMALLY APPLIED.

3. ALL INSULATION MATERIALS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, ROOF CEILING ASSEMBLIES, WALLS SHALL HAVE A FLAME-SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 50 WHEN

TESTED IN ACCORDANCE WITH ASTM E 84.

4. ALL FLOOR, WALL, AND CEILING PENETRATIONS FOR PIPING, DUCTS, CONDUIT, ETC. SHALL BE SEALED WITH A UL

APPROVED METHOD AND MATERIAL APPROVED BY BUILDING.

1. THESE GENERAL NOTES APPLY TO ALL DRAWINGS.

2. COMPLY WITH ALL APPLICABLE CODES, RULES, AND REGULATIONS WHEN REQUIRED BY CODE, ALL WORK MUST BE INSPECTED AND APPROVED

BY LOCAL AUTHORITIES.

3. ALL EXISTING CONDITIONS AND DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR(S) PRIOR TO FABRICATION AND CONSTRUCTION. ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THESE DRAWINGS, WHICH AFFECT THE SCOPE AND INTENT OF THE WORK DESCRIBED IN CONSTRUCTION DOCUMENTS, SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER REPRESENTATIVE (COR) IMMEDIATELY.

4. GENERAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL AND ELECTRICAL DUCT SIZES AND LOCATIONS.

5. ALL EXITS TO BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE.

6. WALL OUTLETS, SWITCHES,THERMOSTATS, ETC. TO BE INSTALLED LEVEL WITH EACH OTHER AND PLUMB.

7. THE WORK INDICATED IN THE NOTES DESCRIBES THE GENERAL SCOPE OF WORK ONLY AND IS NOT INTENDED TO BE INCLUSIVE OF ALL WORK

REQUIRED TO COMPLETE FULL SCOPE OF WORK.

8. DO NOT MEASURE DRAWINGS. ALL DIMENSIONS SHALL BE FIELD VERIFIED. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

CONTRACTING OFFICER REPRESENTATIVE (COR).

9. FIELD VERIFICATION: BEFORE BIDDING AND DURING CONSTRUCTION, CONTRACTOR SHALL VERIFY THAT ACTUAL CONDITIONS ARE THOSE REFLECTED BY THE CONTRACT DOCUMENTS. REPORT DISCREPANCIES TO CONTRACTING OFFICER REPRESENTATIVE (COR) PRIOR TO BIDDING OR PERFORMING WORK RELATED TO ANY DISCREPANCIES. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

10. MOST EXPENSIVE BID: IF THERE ARE SCHEDULES, SYSTEMS, SUBCONTRACT, OR MATERIAL CONFLICTS NOT BROUGHT TO THE CONTRACTING OFFICER REPRESENTATIVE (COR)'S ATTENTION PRIOR TO BIDDING, THE CONTRACTOR WILL BE DEEMED TO HAVE ELECTED THE MORE COSTLY

TIME, METHOD, SYSTEM, PRODUCT, SUBCONTRACT AND/OR MATERIAL.

11. NIC: CONSTRUCTION OF WORK INDICATED ON DRAWINGS AS "NIC" IS NOT IN THE CONTRACT. HOWEVER, THE CONTRACTOR SHALL

COORDINATE ITS WORK, WITH WORK INDICATED AS NIC.

12. SITE COORDINATION: COORDINATE ALL SITE OPERATIONS WITH OWNER, INCLUDING STAGING AREAS, MATERIAL STORAGE, ACCESS TO WORK, TIMING OF WORK, NOISY OPERATIONS, INTERRUPTION OF UTILITIES, ETC. SEE SPECIFICATIONS.

13. TRADE COORDINATION: CONTRACTOR SHALL COORDINATE THE PLACEMENT OF EACH TRADE'S WORK SO THAT THERE ARE NO CONFLICTS AND NO SYSTEM'S OPERATION OR FUNCTION IMPAIRED. IT IS ESPECIALLY IMPORTANT TO COORDINATE PENETRATIONS THROUGH FOUNDATIONS, FLOORS, WALLS AND CEILING SPACES. SEE SPECIFICATIONS.

14. PROVIDE GALVANIC SEPARATION MATERIAL, ACCEPTABLE TO CONTRACTING OFFICER REPRESENTATIVE (COR), BETWEEN DISSIMILAR METALS.

SEE SPECIFICATIONS.

15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE FIRE TREATED. SEE SPECIFICATIONS. ALL SURFACE ATTACHED METAL SHALL BE SEPARATED FROM CONCRETE OR MASONRY BY NON-METALLIC MATERIAL SUCH AS #30 FELT, "PEEL AND STICK" OR OTHER MATERIAL AS

APPROVED BY CONTRACTING OFFICER REPRESENTATIVE (COR).

16. EXTERIOR / INTERIOR ELEVATIONS DO NOT SHOW ALL EQUIPMENT, FIXTURES, DEVICES, MECHANICAL, PLUMBING OR ELECTRICAL ITEMS. SEE ARCHITECTURAL, INTERIOR, MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL ELEVATION COORDINATION.

17. CONTRACTOR TO COORDINATE WITH RECENT ROOF INSTALLATION WARRANTY REQUIREMENTS TO ENSURE NO VIOLATIONS OCCUR.

CONTRACTOR TO EMPLOY A CERTIFIED ROOFING INSPECTOR MEETING THE REQUIREMENTS OF THE INSTALLED ROOF. ALL WARRANTY

VIOLATIONS WILL BE REQUIRED TO BE CORRECTED PRIOR TO CLOSE OUT.

18. ANY CUTTING/WELDING WILL REQUIRE DAILY BURN PERMITS TO BE COORDINATED WITH COR.

19. THESE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY OF COORDINATION WITH VARIOUS TRADES AND INCLUDE TURNS, BENDS, ADDITIONAL LENGTHS OF PIPING AND ELEVATION CHANGES, AND TRANSITIONS WITHOUT ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL ALSO ASSUME FULL RESPONSIBILITY FOR COORDINATION WITH EXISTING CONDITIONS INCLUDING RELOCATIONS, PENETRATIONS, AND OTHERWISE RECONFIGURING EXISTING SYSTEMS TO COORDINATE WITH NEW WORK.

1. STANDARDS: GENERAL PAINTING SPECIFICATIONS FOR THIS PROJECT ARE DEFINED BY THE PROJECT SPECIFICATION 09 91 00 AND ARE BASED ON THE MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL FOR NEW WORK AND THE MPI MAINTENANCE REPAINTING MANUAL FOR RENOVATION OR REPAINTING WORK.

2. PAINTING WORK: INCLUDES TAPING, SURFACE PREPARATION, CLEANING, DE-RUSTING, PRIMING, FIELD PAINTING AND FINISHING AS REQUIRED BY STANDARD PRACTICE, MANUFACTURER OR SPECIFICATION.

REQUIRED COATS OF PAINT OR STAIN ARE IN ADDITION TO SHOP PRIMING, SURFACE TREATMENT AND FINISHING. THE WORK ALSO INCLUDES PAINTING CLEANUP AND REMOVAL OF OVERSPRAY, DRIPS AND SPLATTERS. THE SPECIFICATIONS MAY REQUIRE OTHER TYPES OF PAINTING, INCLUDING, BUT NOT LIMITED TO, FIELD APPLIED SPECIAL COATINGS AND FACTORY PRIMING.

3. PROJECT PAINTING SCOPE: EXCEPT AS NOTED OTHERWISE, CONTRACTOR IS TO FIELD PAINT INTERIOR AND EXTERIOR EXPOSED ITEMS AND BUILDING SURFACES, WHETHER OR NOT PREVIOUSLY PAINTED, AND ALL NEW ITEMS AND SURFACES. THIS INCLUDES, BUT IS NOT LIMITED TO, FACTORY-PRIMED ITEMS, GALVANIZED SHEET METAL AND EXPOSED PIPING AND FITTINGS (INCLUDING IRON AND PVC). EXTERIOR EXPOSED MASONRY AND CONCRETE SHALL BE SEALED, UNLESS NOTED OTHERWISE OR NOT RECOMMENDED BY MANUFACTURER.

PAINTING SCOPE ITEMS MAY BE FOUND IN FINISH SCHEDULES, DRAWINGS, SPECIFICATIONS (09 91 00) AND

PAINTING GENERAL NOTES. THESE SOURCES ARE COMPLEMENTARY, NOT MUTUALLY EXCLUSIVE.

4. MECHANICAL AND ELECTRICAL PAINTING: INCLUDES FIELD PAINTING OF INTERIOR AND EXTERIOR EXPOSED PIPES, DUCTS, HANGERS, EXPOSED STEEL AND IRON WORK AND PRIMED METAL SURFACES OF EQUIPMENT IN EXPOSED AREAS INSTALLED UNDER MECHANICAL AND ELECTRICAL WORK, EXCEPT AS OTHERWISE INDICATED. PAINTING OF ELECTRICAL AND MECHANICAL WORK IN ELECTRICAL AND MECHANICAL ROOMS IS NOT REQUIRED UNLESS NOTED OTHERWISE IN THE PROJECT MANUAL. COLOR-CODING OF PIPING FOR MECHANICAL AND PLUMBING WORK IS COVERED IN THE MECHANICAL OR PLUMBING SPECIFICATIONS.

5. APPLICATION: EACH COAT OF PAINT SHALL TERMINATE AT AN EDGE, CORNER, CHANGE OF MATERIALS OR CHANGE OF PAINT COLOR. COMPLETED PAINTING SHALL NOT IMPEDE THE INTENDED OPERATION OF ANY

ITEM, SUCH AS WINDOWS, DRAWERS, HINGES, DOORS, ETC.

6. TOUCH-UP: SURFACES REQUIRING TOUCH-UP SHALL BE REPAIRED AS REQUIRED. PAINT TEXTURE, GLOSS AND COLOR SHALL MATCH EXISTING. IF TOTAL TOUCH-UP AREA ON ONE SURFACE IS LARGER THAN 1 SQUARE FOOT, OF IF TEXTURE, GLOSS AND COLOR CANNOT BE MATCHED, THE ENTIRE SURFACE SHALL BE REPAINTED

TO ENCLOSING EDGES OR CORNERS.

7. DO NOT PAINT: UNLESS OTHERWISE INDICATED, DO NOT PAINT ITEMS THAT ARE SPECIFIED FACTORY- FINISHED OR INSTALLER-FINISHED. ALSO, UNLESS OTHERWISE INDICATED, DO NOT PAINT SUCH ITEMS AS ACOUSTIC MATERIALS, HARDWARE, PRE-FINISHED FIXTURES AND EQUIPMENT, PRE-FINISHED MECHANICAL AND ELECTRICAL EQUIPMENT, SWITCH AND OUTLET PLATES, THERMOSTATS, LIGHTING FIXTURES, SWITCHGEAR, MOTORS, DISTRIBUTION PANELS AND INTERIOR AND EXTERIOR SIGNAGE. IF THERE IS A QUESTION WHETHER OR NOT TO PAINT AN ITEM OR SURFACE, CONTACT THE CONTRACTING OFFICER

REPRESENTATIVE (COR) FOR INSTRUCTIONS PRIOR TO PAINTING.

8. EXPOSED FINISH METAL SURFACES: UNLESS OTHERWISE INDICATED, DO NOT PAINT METAL SURFACES OF ANODIZED ALUMINUM, STAINLESS STEEL, NICKEL, CHROMIUM PLATE, COPPER, BRASS, BRONZE AND SIMILAR

FINISHED MATERIALS.

9. CONCEALED SURFACES: UNLESS OTHERWISE INDICATED, DO NOT PAINT SURFACES SUCH AS WALLS AND CEILINGS IN CONCEALED AND GENERALLY INACCESSIBLE AREAS, INCLUDING FURRED AREAS, UTILITY TUNNELS, PIPE SPACES, CHASES AND DUCT SHAFTS. WATERPROOF SEAL CONCRETE IN PIPE SPACE.

10. OPERATING PARTS AND SENSING DEVICES: UNLESS OTHERWISE INDICATED, DO NOT PAINT MOVING PARTS OF OPERATING UNITS SUCH AS VALVES, DAMPER OPERATORS, LINKAGES, MOTOR AND FAN SHAFTS, LIGHT

SENSING OR EMITTING DEVICES THAT MIGHT NOT FUNCTION PROPERLY IF PAINTED.

11. CODE-REQUIRED LABELS: DO NOT PAINT OVER CODE-REQUIRED LABELS.

12. ALL FLOORS ARE TO BE CLEANED AND SEALED AT COMPLETION OF WORK. NO EPOXY PAINT.

1. THE PRIMARY OBJECT OF APPLYING SEALANT IS TO FACILITATE WEATHER TIGHTNESS AT THE EXTERIOR BUILDING ENVELOPE AND WATER TIGHTNESS AT INTERIOR WET\DAMP LOCATIONS. PROPER PRIMING MUST BE

USED WITH SEALANTS.

2. THE PRIMARY OBJECT OF APPLYING CAULKING IS TO ENHANCE APPEARANCE AND FINISH AT INTERIOR APPLICATIONS AND IN SOME SITUATIONS TO REDUCE AIRFLOW, SUCH AS AT DUCTS, INTERIOR SIDES OF THE EXTERIOR ENVELOPE AND AT FIREWALL/SMOKE BARRIER PENETRATIONS (FIRE CAULKING) AND TO DECREASE SOUND TRANSMISSION THROUGH WALLS AND CEILINGS. OTHER USES MAY BE NOTED IN THE SPECIFICATIONS AND/OR ON THE DRAWINGS. IF THERE ARE QUESTIONS ABOUT WHERE OR WHAT TYPE OF SEALANT OR

CAULKING SHOULD BE USED, CONTACT THE CONTRACTING OFFICER REPRESENTATIVE (COR).

3. SPECIFIED SEALANT (AND BACKER RODS, AS REQUIRED) SHALL BE USED AT HORIZONTAL AND VERTICAL

CONCRETE JOINTS AND AS NOTED.

4. SPECIFIED SEALANT AND BACKER RODS, OR EXPANSION JOINT MATERIAL, AS REQUIRED, SHALL BE USED AT

MASONRY AND CONCRETE CONTROL JOINTS.

5. APPLY SEALANT TAPE OR TWO CONTINUOUS BEADS OF SEALANT BETWEEN PERIMETER SOLE PLATES AND FOUNDATIONS, SLABS AND FLOOR DECKS. SET EXTERIOR THRESHOLDS IN SEALANT UNLESS NOTED

OTHERWISE.

6. SPECIFIED SEALANT OR CAULK SHALL BE USED ALL AROUND BOTH SIDES OF DOOR FRAMES.

7. SPECIFIED SEALANT OR CAULK SHALL BE USED ALL AROUND INTERIOR WALL MOUNTED EQUIPMENT FRAMES

AND EXPOSED SUPPORTS.

8. SPECIFIED SEALANT OR CAULK SHALL BE USED AT JOINTS BETWEEN DIFFERENT WALL MATERIALS (TILE TO

BRICK, CMU TO GYPSUM BOARD, WOOD TO STONE, METAL PANEL TO P-LAM, ETC).

9. USE SPECIFIED CAULK OR SEALANT AT WALL MATERIAL GAPS OR 1/16TH INCH OR MORE.

10. SEAL ALL AROUND ATTACHMENTS TO, AND PENETRATIONS THROUGH, FLOORS AND WALLS.

11. USE SPECIFIED SEALANT AROUND WALL, FLOOR AND CEILING PIPE PENETRATIONS. WHERE ESCUTCHEONS

ARE SPECIFIED OR PROVIDED, SET THE ESCUTCHEONS IN A BED OF SEALANT.

12. USE SPECIFIED CAULK OR SEALANT AROUND PENETRATIONS IN EXTERIOR WALLS AND SOFFITS, SUCH AS AT HOSE BIBS, FD CONNECTIONS, ELECTRIC SERVICE ENTRIES, GAS PIPE ENTRIES, ELECTRIC OUTLETS, LIGHTING, VENTS, ETC.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

MECHANICAL:

(502) 481-8548(310) 357-7031

B

IM

/6

-1

-3

U p g ra d e D o m e s ti c H

C

W a te r

S y s te m s

/6

-1

-3

-B L

D G

-M E

P .r v t

/1

/2

:1

:5

P

M

2G-010

PLUMBING GENERAL NOTES

TRIPLE C The A/E Group

4401 Atlantic Avenue, Suite 200

Long Beach, CA 90807

(562) 452-7175 phone

Mat Perkins

P2S ENGINEERING, INC.

9665 Cheasapeake Drive, Suite 230

San Diego, CA 92123

(619) 618-2347

Mikhail Fuks

Upgrade Domestic H&C Water

Systems

3350 La Jolla Village Dr, San Diego, CA 92161

664-19-304

06/10/2020 M. Perkins K. Luke

100% CONSTRUCTION

DOCUMENTS

GENERAL NOTES GENERAL FIRE AND LIFE SAFETY NOTESGENERAL DIMENSIONING NOTES GENERAL PAINTING NOTES

GENERAL SEALANT / CAULKING NOTES

GENERAL DEMOLITION AND PHASING NOTES

FIRE AND LIFE SAFETY NOTES DURING CONSTRUCTION

Revisions: Date:

SEISMIC BRACING NOTES

1. CONTRACTOR SHALL PROVIDE SEISMIC ANCHORAGE AND BRACING FOR PLUMBING EQUIPMENT THAT IS DIRECTLY MOUNTED ON THE FLOOR OR ROOF AND PLUMBING EQUIPMENT THAT IS SUSPENDED FROM THE FLOOR, WALL OR SUPPORTED BY VIBRATION ISOLATORS IN COMPLIANCE WITH THE LATEST CALIFORNIA

BUILDING CODE.

2. PROVIDE ANCHORAGE CALCULATIONS AND DETAILS CERTIFIED BY A STRUCTURAL ENGINEER REGISTERED IN

THE STATE OF CALIFORNIA.

3. THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER, VA SAN DIEGO AND

FIRE DEPARTMENTS.

4. WHERE BRACING AND ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS OR IN THE GUIDELINES, THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT, STRUCTURAL ENGINEER, AND

MECHANICAL ENGINEER.

5. REFER TO STRUCTURAL DRAWINGS FOR CONCRETE ANCHOR TYPE AND INSTALLATION REQUIREMENTS.

6. PIPING AND CONDUIT CROSSING BUILDING SEISMIC SEPARATIONS SHALL BE PROVIDED WITH APPROVED

FLEXIBLE CONNECTORS.

7. PROVIDE COMPLETE SEISMIC ANCHORAGE AND BRACING FOR EQUIPMENT UNDER THE PLUMBING SECTION

WEIGHING OVER 400 POUNDS THAT IS DIRECTLY MOUNTED ON THE FLOOR OR ROOF AND PLUMBING EQUIPMENT WEIGHING OVER 20 POUNDS THAT IS SUSPENDED FROM THE FLOOR, ROOF, WALL OR SUPPORTED

BY VIBRATION ISOLATORS AS SHOWN ON THE EQUIPMENT ANCHORAGE DRAWINGS.

8. A COPY OF THE APPROVED BRACING & ANCHORAGE OF EQUIPMENT SHALL BE PROVIDED AND KEPT AT THE JOB

SITE AT ALL TIMES.

Expires 6.30.16Expires: 6/30/1821

6/1 0/2

INFECTION CONTROL / DUST

CONTROL PARTITION /

BARRIER

INFECTION CONTROL/DUST

CONTROL EGRESS DOOR NON-

TRANSFERRING MULTI-

SHEETED ADHESIVE FLOOR

PADS

PATH OF DEMOLITION/TRASH

REMOVAL TRAVEL

CONSTRUCTION LIMIT LINE

NOT IN CONTRACT AREA

STICKY

MAT

WEEKLY CHANGED

OR MORE AS NEEDED

PRE-FILTER

FLEX

DUCT

MONTHLY CHANGED

HEPA FILTER

HEPA

NEGATIVE AIR

UNIT WITH NEW

FILTERS AT

PROJECT

START

PROVIDE STICKY MATS (CHANGED

END OF EVERY SHIFT OR MORE IF

NECESSARY TO MAINTAIN

CLEANLINESS).

DIGITAL MANOMETER WITH

INDICATOR, ALARMS AND DAILY

REPORTS,SHALL BE AT -0.03" W.G. OR

GREATER AT ALL TIMES. IF ALARM

SOUNDS, STOP WORK AND VERIFY ALL

OPENING SUCH AS DOOR ARE

CLOSED AND/OR CHANGE OUR

NEGATIVE AIR PRE-FILTER.

SUPPLY DUCTS

EITHER KEEP

RUNNING OR COVER

WHEN RUNNING TO

KEEP DUST OUT.

A

V

O

TAPE ALL SERVICES TO

PROTECT AGAINST

CONTAMINATION

E

FIRE EXTINGUISHER ON

PORTABLE FLOOR

BRACKET (SHALL REQUIRE

MORE THAN ONE.)

PROVIDE TEMPORARY

ENCLOSURE AT AREAS TO

REMAIN OPERATIONAL, SEE

DETAIL

D7

2G-011

Sim

PREFABRICATED

TEMPORARY

SEPARATION WALL TO BE

IN ACCORDANCE WITH

NFPA 241, SECTIONS 8.6.2

AND 8.7.3. (BASIS OF

DESIGN STARC SYSTEMS

OR APPROVED EQUAL)

FLOOR LINE

EXISTING

CEILING SYSTEM

EXISTING

STRUCTURE

FIRE RATED PLASTIC

TO PREVENT DUST

INSTALL PRIOR TO

CONSTRUCTION

/1

F

IN

IS

H E

D F

L O

O R

T O

U N

D E

R S

ID

E

O F

S T

R U

C T

U R

E

V E

R

IF

Y F

L O

O R

T O

F L O

O R

H E

IG

H

T

EXISTING

SPRINKLER

SYSTEM

SPRINKLER SYSTEM TO BE

FULLY OPERATIONAL DURING

CONSTRUCTION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

MECHANICAL:

(502) 481-8548(310) 357-7031

B

IM

/6

-1

-3

U p g ra d e D o m e s ti c H

C

W a te r

S y s te m s

/6

-1

-3

-B L

D G

-M E

P .r v t

/1

/2

:1

:5

P

M

2G-011

GENERAL INFECTION CONTROL NOTES AND

SYMBOLS

TRIPLE C The A/E Group

4401 Atlantic Avenue, Suite 200

Long Beach, CA 90807

(562) 452-7175 phone

Mat Perkins

P2S ENGINEERING, INC.

9665 Cheasapeake Drive, Suite 230

San Diego, CA 92123

(619) 618-2347

Mikhail Fuks

Upgrade Domestic H&C Water

Systems

3350 La Jolla Village Dr, San Diego, CA 92161

664-19-304

06/10/2020 M. Perkins K. Luke

100% CONSTRUCTION

DOCUMENTS

A. IMPLEMENT INFECTION CONTROL RISK ASSESSMENT

(ICRA) PROCEDURES AS PER THE VA MEDICAL CENTER

ICRA PLAN AND AS DIRECTED BY THE CONTRACTING

OFFICER REPRESENTATIVE (COR).

B. COORDINATE ALL DEMOLITION/ CONSTRUCTION DEBRIS

PATH OF TRAVEL AND INTERIM LIFE SAFETY MEASURES

(ILSM) WITH THE COR. ALL INTERIOR DOORS THAT LEAD

TO THE CONSTRUCTION SITE SHALL BE POSTED AS PER

THE ISLM PLAN.

C. OBTAIN INFECTION CONTROL PERMIT PRIOR TO

BEGINNING WORK.

D. THE ONE HOUR FIRE RATED CONSTRUCTION BARRIERS

SHALL BE CONSTRUCTED PRIOR TO BEGINNING OTHER

WORK.

E. CONSTRUCT ANTEROOM AT ENTRANCES TO

CONSTRUCTION AREAS AND REQUIRE ALL

CONSTRUCTION PERSONNEL TO PASS THROUGH THIS

ROOM TO BE VACUUMED WITH HEPA VACUUM CLEANER

PRIOR TO LEAVING THE SITE.

F. FIRE PROTECTION SYSTEMS SHALL REMAIN FUNCTIONAL

FOR OCCUPIED AREAS ON THE FLOOR.

G. PROVIDE FIRE EXTINGUISHERS IN CONSTRUCTION

AREAS; REVIEW WITH COR AND VA SAFETY GROUP.

H. MAINTAIN EXIT LIGHTS IN CONSTRUCTION AREA.

I. MAINTAIN NEGATIVE AIR PRESSURE IN CONSTRUCTION

AREA AT ALL TIMES (24/7). WHETHER OCCUPIED OR NOT,

THROUGHOUT DURATION OF PROJECT USING HEPA

EQUIPPED AIR FILTRATION UNITS.

J. CONSTRUCTION AREA SHALL REMAIN ISOLATED FROM

THE OTHER AREAS OF THE MEDICAL CENTER; NO

RETURN AIR OR EXHAUST SHALL PASS INTO THE AREAS

OUTSIDE THE CONSTRUCTION AREA. ISOLATE HVAC

SYSTEM WITHIN CONSTRUCTION AREA TO PREVENT

CONTAMINATION OF EXISTING DUCT SYSTEM.

K. REDIRECT ALL MEDICAL CENTER PERSONNEL. PATIENTS

AND VISITORS SO THEY DO NOT EXIT THROUGH THE

CONSTRUCTION AREA. PROVIDE SIGNS ON DOORS INTO

THE CONSTRUCTION AREA THAT READS: "CONSTRUCTION

AREA-DO NOT ENTER".

L. GENERAL CONTRACTOR SHALL MAINTAIN DAILY LOGS

AND KEEP A CURRENT HOT WORK PERMIT ON SITE.

M. TACKY MATS SHALL BE PLACED AT ALL DOORS INTO THE

CONSTRUCTION AREA AND SHALL BE MONITORED TO

MAKE SURE THEY REMAIN EFFECTIVE.

N. MAINTAIN A CLEAN AND ORDERLY CONSTRUCTION AREA.

ALL DEBRIS REMOVAL SHALL BE IN COVERED CARTS

AND/OR CONTAINERS.

O. SEAL ALL HOLES, PUNCTURES, AND PENETRATIONS

FROM PIPES AND CONDUITS APPROPRIATELY AND

IMMEDIATELY TO MAINTAIN DUST PROTECTION AND

NEGATIVE AIR PRESSURE.

P. MAINTAIN STAFFING AND EQUIPMENT INCLUDING DUST

MOPS, WET MOPS, BROOMS, BUCKETS AND CLEAN

WIPING RAGS FOR CLEANING FINE DUST FROM FLOORS

AND ADJACENT OCCUPIED AREAS. ANY DUST TRACKED

OUTSIDE OF CONSTRUCTION AREA SHALL BE CLEANED

IMMEDIATELY.

Q. AFTER COMPLETION OF WORK: VACUUM CONSTRUCTION

AREA WITH HEPA FILTERED VACUUMS, WET MOP WITH

DISINFECTANT, REMOVE CONSTRUCTION BARRIERS

(UPON APPROVAL). PATCH OR REPAIR ANY DAMAGE

FROM CONSTRUCTION BARRIER REMOVAL AND REMOVE

ISOLATION OF VAC SYSTEM.

R. CONSTRUCTION BARRIERS SHALL NOT BE REMOVE UNTIL

PROJECT IS COMPLETED AND INSPECTED BY VA SAFETY

PERSONNEL, INFECTION CONTROL GROUP, AND COR.

ICRA NOTES:

ICRA SYMBOL LEGENDINFECTION CONTROL RISK

ASSESSMENT:

STEP 1: TYPE D

IDENTIFY THE TYPE OF CONSTRUCTION PROJECT

ACTIVITY (TYPE A–D)

TYPE A: INSPECTION AND NONINVASIVE ACTIVITIES.

TYPE B: SMALL-SCALE, SHORT-DURATION ACTIVITIES

THAT CREATE MINIMAL DUST.

TYPE C: WORK THAT GENERATES A MODERATE TO

HIGH LEVEL OF DUST OR REQUIRES DEMOLITION OR

REMOVAL OF ANY FIXED BUILDING COMPONENTS OR

ASSEMBLIES.

TYPE D: MAJOR DEMOLITION AND CONSTRUCTION

PROJECTS.

STEP 2: HIGH RISK

IDENTIFY THE PATIENT RISK GROUPS THAT WILL BE

AFFECTED.

IF MORE THAN ONE RISK GROUP WILL BE AFFECTED,

SELECT THE HIGHER RISK GROUP.

STEP 3: CLASS IV

MATCH THE PATIENT RISK GROUP (LOW, MEDIUM,

HIGH, HIGHEST) WITH THE PLANNED CONSTRUCTION

PROJECT TYPE (A, B, C, D) ON THE FOLLOWING

MATRIX, TO FIND THE CLASS OF PRECAUTIONS (I, II,

III OR IV) OR LEVEL OF INFECTION CONTROL

ACTIVITIES REQUIRED.

STEP 4: IDENTIFY THE AREAS SURROUNDING THE PROJECT

AREA, ASSESSING POTENTIAL IMPACT.

BELOW ABOVE NORTH SOUTH EAST WEST

_______________________RISK GROUP_____________________

LOW LOW N/A HIGH LOW LOW

STEP 5:

IDENTIFY SPECIFIC SITE OF ACTIVITY, FOR EXAMPLE,

PATIENT ROOMS, MEDICATION ROOM, AND SO ON.

STEP 6: IDENTIFY ISSUES RELATED TO: VENTILATION,

PLUMBING, AND ELECTRICAL IN TERMS OF THE

OCCURRENCE OF PROBABLE OUTAGES.

STEP 7. IDENTIFY CONTAINMENT MEASURES, USING PRIOR

ASSESSMENT. WHAT TYPES OF BARRIERS (FOR EXAMPLE,

SOLIDS WALLS)? WILL HEPA FILTRATION BE REQUIRED?

STEP 8. CONSIDER POTENTIAL RISK OF WATER DAMAGE. IS

THERE A RISK DUE TO COMPROMISING STRUCTURAL

INTEGRITY (FOR EXAMPLE, WALL, CEILING, ROOF)?

NOTE: RENOVATION/CONSTRUCTION AREA SHALL BE

ISOLATED FROM THE OCCUPIED AREAS DURING

CONSTRUCTION AND SHALL BE NEGATIVE WITH RESPECT TO

SURROUNDING AREAS.

STEP 9. WORK HOURS: CAN OR WILL THE WORK BE DONE

DURING NON-PATIENT-CARE HOURS?

STEP 10. DO PLANS ALLOW FOR ADEQUATE NUMBER OF

ISOLATION/NEGATIVE AIRFLOW ROOMS?

STEP 11. DO THE PLANS ALLOW FOR THE REQUIRED NUMBER

AND TYPE OF HAND-WASHING SINKS?

STEP 12. DOES THE INFECTION PREVENTION AND CONTROL

STAFF AGREE WITH THE MINIMUM NUMBER OF SINKS FOR

THIS PROJECT? (VERIFY AGAINST FACILITY GUIDELINES

INSTITUTE (FGI) DESIGN AND CONSTRUCTION GUIDELINES

FOR TYPES AND AREA.)

STEP 13. DOES THE INFECTION PREVENTION AND CONTROL

STAFF AGREE WITH THE PLANS RELATIVE TO CLEAN AND

SOILED UTILITY ROOMS?

STEP 14. PLAN TO DISCUSS THE FOLLOWING CONTAINMENT

ISSUES WITH THE PROJECT TEAM, FOR EXAMPLE, TRAFFIC

FLOW, HOUSEKEEPING, DEBRIS REMOVAL (HOW AND WHEN).

1/4" = 1'-0"

B7 INFECTION CONTROL MEASURES, TYPICAL CONSTRUCTION LAYOUT

1/2" = 1'-0"

D7 INFECTION CONTROL MEASURES, TEMPORARY WALL SECTION

1. PROJECT SPECIFIC PLANS ARE REQUIRED FOR THIS PROJECT. CONTRACTOR

TO SUBMIT INFECTIOUS CONTROL PLAN, SAFETY PLAN AND QUALITY CONTROL

PLAN PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL MEET AND

DISCUSS EXTENT OF ABATEMENT WITH ALL PARTIES TO COORDINATE WITH

THE FACILITY INFECTION CONTROL TO CONDUCT AN INFECTION CONTROL

RISK ASSESSMENT PRIOR TO BEGINNING ANY ABATEMENT, REMOVAL, AND / OR

REPAIRS PER MCM 111-40.

2. THE CONTRACTOR SHALL WRITE THE ASBESTOS HAZARD ABATEMENT

PLAN (AHAP) AND DEVELOP A SCHEDULE FOR APPROVAL BY THE VETERANS

PROFESSIONAL INDUSTRIAL HYGIENIST (VPIH).

3. THE CONTRACTOR SHALL PERFORM NEGATIVE EXPOSURE ASSESSMENTS

(NEA) AND MONITORING PER OSHA 1926.1101(f) FOE EACH REMOVAL WORK

OPERATION IN EACH WORK AREA.

4. THE CONTRACTOR SHALL MONITOR AND SAMPLE AIRBORNE ASBESTOS LEVEL

PER OSHA 1926.1101 UTILIZING THE POINT COUNT METHOD (PCM). SITE VISITS

AND INSPECTIONS OF CONTAINMENT BARRIERS, ANTE-ROOMS, HEPA

EQUIPMENT AND CONTROL EQUIPMENT SHALL BE PER THE ASBESTOS HAZARD

ABATEMENT PLAN.

5. THE CONTRACTOR SHALL PERFORM THE ABATEMENT CLOSEOUT AND

CERTIFICATION OF COMPLIANCE AND FINAL AIR CLEARANCE TESTING WITH

VETERANS PROFESIONAL INDUSTRIAL HYGIENIST AS PER SPECIFICATION

SECTION 02 82 11.

6. THE CONTRACTOR SHALL MAINTAIN SAFETY DATA SHEETS.

7. THE CONTRACTOR SHALL STORE, TRANSPORT, REMOVE ANY MATERIAL AND

WASTE, AND CLEAN WORK AREA UPON COMPLETION OF EACH ABATEMENT.

8. THE CONTRACTOR SHALL MAINTAIN INTEGRITY OF ALL FIRE OR SMOKE

RESISTANT PENETRATIONS THAT ARE AFFECTED BY WORK WITHIN AREA.

REMOVE AND REPLACE OR REPAIR ANY UNSATISFACTORY SEALS WITHIN

AREAS OF WORK. REPORT AREAS AND UNSATISFACTORY CONDITIONS THAT

ARE NOT IN SCOPE PROMPTLY TO COR.

9. SAFETY (ILSM) PLAN IS REQUIRED. ICRA REQUIREMENTS MUST BE INCLUDED.

PROVIDE SIGNAGE SUBMITTAL PRIOR TO THE START OF WORK.

10. CONTRACTOR TO ENSURE DOOR IS LOCKED AND CLOSED WHEN NOT IN USE.

CONTRACTOR SHALL KEEP ALL DOORS SECURE IN ALL AREAS AT ALL TIMES.

11. CONTRACTOR TO VERIFY QUANTITIES AND LOCATIONS OF EXISTING

DUCTWORK, PIPING, AND EQUIPMENT THAT REQUIRES ABATEMENT PRIOR TO

COMMENCEMENT OF WORK.

12. CONTRACTOR WILL BE HELD RESPONSIBLE IF ACM IS USED ON THIS PROJECT.

ALL WORK TO REMOVE AND REPLACE ACM WILL BE AT THEIR COST IF ACM IS

USED.

13. CONTRACTOR TO PREPARE AND MAINTAIN A WASTE MANIFEST PER VA ACM

ABATEMENT REQUIREMENTS IN THE SPECIFICATIONS.

GENERAL ABATEMENT NOTES

APPLICABLE STANDARDS:

1. DEPARTMENT OF VETERANS AFFAIRS (VA) EXPERIENCE

A. ASSESSING AND IMPLEMENTING INFECTION CONTROL RISK

ASSESSMENT (ICRA)

2. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) TRAINING

A. OSHA 30-HOUR FOR ALL EMPLOYEES

B. TITLE 29 CFR 1926.1101 - CONSTRUCTION STANDARD FOR

ASBESTOS

C. TITLE 29 CFR 1910.132 - PERSONAL PROTECTIVE EQUIPMENT

D. TITLE 29 CFR 1910.134 - RESPIRATORY PROTECTION

E. TITLE 29 CFR 1926 - CONSTRUCTION INDUSTRY STANDARDS

F. TITLE 29 CFR 1910.20 - ACCESS TO EMPLOYEE EXPOSURE AND

MEDICAL RECORDS

G. TITLE 29 CFR 1910.1200 - HAZARD COMMUNICATION

H. TITLE 29 CFR 1910.151 - MEDICAL AND FIRST AID

I. TITLE 29 CFR 1910.151 – ASBESTOS

3. ENVIRONMENTAL PROTECTION AGENCY (EPA) PERMITS, TRAINING, AND

CERTIFICATIONS

A. 40 CFR 61 SUBPART A AND M (REVISED SUBPART B) - NATIONAL

EMISSION STANDARD FOR HAZARDOUS AIR POLLUTANTS –

ASBESTOS–PERMIT

B. 40 CFR 763.80 - ASBESTOS HAZARD EMERGENCY RESPONSE ACT

(AHERA) TRAINING AND CERTIFICATION

I. AHERA ASBESTOS REMOVAL CONTRACTOR – CLASS I, II, III, AND IV

II. AHERA SUPERVISOR TRAINING FOR THE SUPERVISOR - CLASS I, II,

III,

AND IV

4. DEPARTMENT OF TRANSPORTATION (DOT) PERMITS AND LICENSES

A. TITLE 49 CFR 100 - 185 – TRANSPORTATION

Revisions: Date:

IMPAIRMENT TO THE BUILDING PLUMBING SYSTEM

1. IMPAIRMENT OF EXISTING PLUMBING SYSTEM IN ORDER TO INSTALL NEW PIPING SHALL BE LIMITED TO A MINIMUM AND SHALL BE AUTHORIZED BY THE PROJECT ENGINEER AND VA REPRESENTATIVE. BEFORE AUTHORIZATION IS GIVEN, CONTRACTOR SHALL VERIFY THAT THE FOLLOWING ITEMS ARE ACCOMPLISHED:

A. THE BUILDING WILL REMAIN IN OPERATION AND OCCUPIED OVER THE DURATION OF CONSTRUCTION

PROCESS. ANY DISRUPTIVE WORK/ACTIVITIES SHALL BE PERFORMED DURING OFF HOURS WITH PRIOR

APPROVAL OF V.A REPRESENTATIVE.

B. DETERMINE THE EXACT AREA OR LOCATION OF THE INTENDED IMPAIRMENT AND DURATION.

C. NOTIFY THE PROJECT ENGINEER OF THE AFFECTED AREA OF THE IMPAIRMENT.

2. WHEN ALL IMPAIRED PLUMBING SYSTEM IS RESTORED TO NORMAL WORKING ORDER, PROVIDE VERIFICATION

OF THE FOLLOWING:

A. VERIFY THAT ALL NEW CONNECTIONS TO THE PLUMBING SYSTEM ARE TESTED AND PROVEN TO HAVE

NO LEAKAGE.

B. ADVISE PROJECT ENGINEER THAT THE PIPING SERVICE HAS BEEN FULLY RESTORED.

CONSTRUCTION INFECTION CONTROL PLAN

1. CONTRACTOR SHALL SUBMIT A CONSTRUCTION PHASING PLAN FOR INFECTION CONTROL TO PROJECT ENGINEER FOR APPROVAL PRIOR TO STATING THE PROJECT, PROVIDE FOLLOWING ITEMS AS MINIMUM

REQUIREMENT:

A. TEMPORARY PLUMBING BYPASS CONNECTION.

B. REMOVAL OF EXISTING PIPING, WASTE MATERIAL AND SPILL.

C. NEW AND EXISTING PIPES MUST BE SEALED LIQUID TIGHT.

D. EXISTING SEWER PIPES SHALL BE DISPOSED AS HAZARDOUS WASTE.

E. PROTECTION SURROUNDING AREA AND FLOOR FROM SEWAGE SPILLS.

F. PROVIDE INFECTION CONTROL BARRIERS FOR THE WORKING AREA.

Expires 6.30.16Expires: 6/30/1821

6/1 0/2

GENERAL

THESE GENERAL NOTES SUPPLEMENT THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. IN CASE OF CONFLICT WITH THE SPECIFICATIONS, CONTACT THE OWNER’S REPRESENTATIVE PRIOR TO PROCEEDING

WITH THE WORK.

THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE SITE AND LOCAL CONDITIONS.

CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL BUILDING CODES, CODES OF

APPLICABLE REGULATORY AGENCIES, AND WITH PROJECT SPECIFICATIONS AND DRAWINGS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES AND FOR CHECKING ALL DIMENSIONS. REPORT DISCREPANCIES TO THE OWNER’S REPRESENTATIVE FOR CLARIFICATION PRIOR TO

PROCEEDING WITH THE WORK.

THE CONTRACTOR SHALL COMPLY WITH LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF

ANY PUBLIC AUTHORITY BEARING UPON THE PERFORMANCE OF THE WORK.

SUBJECT TO THE STRUCTURAL ENGINEER'S ACCEPTANCE, UTILIZE DETAILS FOR SIMILAR CONDITIONS WHEN

DETAILS FOR CONSTRUCTION ARE NOT INDICATED FOR A SPECIFIC CONDITION.

DETAILS ON SHEETS TITLED “TYPICAL DETAILS” APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED. TYPICAL DETAILS ARE NOT NOTED AT

EACH LOCATION AT WHICH THEY ARE APPLICABLE.

WHERE NOT INDICATED ON THE STRUCTURAL DRAWINGS, SEE THE ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, AND ANY OTHER DRAWINGS FOR:

ELEVATIONS AND SLOPES,

SIZE, LOCATION AND EXTENT OF CURBS, FLOOR DEPRESSIONS, AND TOPPING SLABS,

SIZE AND LOCATION OF DRAINS, TRENCHES, SLAB OPENINGS, AND WALL OPENINGS,

SIZE, TYPE AND LOCATION OF NON-LOAD BEARING PARTITIONS,

CONCRETE AND STEEL FINISHES,

SIZE AND LOCATION OF SLEEVES AND HANGERS,

ITEMS EMBEDDED IN THE STRUCTURE OR PENETRATING THE STRUCTURE,

CONNECTION OF ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE

PROTECTION OR ANY OTHER ITEMS TO THE STRUCTURE AND CONNECTION OF ITEMS

NOT TYPICALLY DETAILED ON THE STRUCTURAL DRAWINGS,

WATERPROOFING AND DAMP PROOFING,

SITE AND SUBGRADE DRAINAGE SYSTEMS AND DETAILS.

CONNECTIONS OF ALL TRADES TO THE STRUCTURE SHALL BE DESIGNED AND DETAILED BY THE

CONTRACTOR. CONNECTIONS TO STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. RESPONSIBILITY FOR THE PERFORMANCE OF THE SUPPLIED SYSTEM AND ASSOCIATED CONNECTIONS SHALL REMAIN THAT OF THE CONTRACTOR. ALL CONNECTIONS SHALL BE

DESIGNED BY AN ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED.

OPENINGS AND PENETRATIONS THROUGH STRUCTURAL ELEMENTS AND ITEMS EMBEDDED IN…