36C25219B0054-0002008.pdf

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ARCHITECTS + ENGINEERS:

PROJECT LOCATION:

PROJECT TITLE:

UPGRADE AND REPLACE VARIOUS

MOTOR CONTROL CENTERS

BUILDING NUMBERS:

111 AND 113

700 NICHOLAS BLVD. SUITE 300

ELK GROVE VILLAGE, ILLINOIS 60007

847.952.9362 www.bancroft-ae.com

BANCROFT ARCHITECTS + ENGINEERS

IDIQ CONTRACT NO. VA69D-14-D-0109

STATION NO. 695-18-120

BANCROFT-AE PROJECT NO. 14-101

PROJECT NUMBERS:

CLEMENT J. ZABLOCKI VA MEDICAL CENTER

5000 WEST NATIONAL AVENUE

MILWAUKEE, WISCONSIN 53295

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

ARCHITECT + ENGINEERS:

Office of

Construction and Facilities

Management

B

A

C

D

E

F

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Bancroft AE No.

700 Nicholas Blvd. Suite 300

Elk Grove Village, IL 60007

T:847.952.9362 www.bancroft-ae.com

Revisions: Date

KEY PLAN:

14-101

100% CONSTRUCTION DOCUMENTS SUBMITTAL - NOT FOR CONSTRUCTION

35% SCHEMATIC DESIGN SUBMITTAL

10-10-2018

95% CONSTRUCTION DOCUMENTS SUBMITTAL

N

100% CONSTRUCTION DOCUMENTS SUBMITTAL

ENGINEERS + CONSULTANTS:

VA CONTRACT NO. VA69D-14-D-0109

65% DESIGN DEVELOPMENT SUBMITTAL

12-07-2018

02-08-2019

04-19-2019

65% DESIGN DEVELOPMENT RESUBMITTAL

01-18-2019

95% CONSTRUCTION DOCUMENTS RESUBMITTAL 03-15-2019

111, 113

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NTS

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NORTH

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PROJECT AREA CLEMENT J. ZABLOCKI VA MEDICAL CENTER

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NTS

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PARTIAL CAMPUS SITE PLAN

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NTS

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NORTH

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VICINITY MAP

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NTS

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STATE LOCATION PLAN

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NORTH

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MILWAUKEE, WI

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PROJECT AREAS

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AutoCAD SHX Text one and one half inches = one foot

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VA FORM 08-6231

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MILWAUKEE, WISCONSIN

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CLEMENT J. ZABLOCKI VAMC

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UPGRADE AND REPLACE

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VARIOUS MOTOR CONTROL CENTERS

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COVER SHEET

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CZ

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JD

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Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

ARCHITECT + ENGINEERS:

Office of

Construction and Facilities

Management

B

A

C

D

E

F

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Bancroft AE No.

700 Nicholas Blvd. Suite 300

Elk Grove Village, IL 60007

T:847.952.9362 www.bancroft-ae.com

Revisions: Date

KEY PLAN:

14-101

100% CONSTRUCTION DOCUMENTS SUBMITTAL - NOT FOR CONSTRUCTION

35% SCHEMATIC DESIGN SUBMITTAL

10-10-2018

95% CONSTRUCTION DOCUMENTS SUBMITTAL

N

100% CONSTRUCTION DOCUMENTS SUBMITTAL

ENGINEERS + CONSULTANTS:

VA CONTRACT NO. VA69D-14-D-0109

65% DESIGN DEVELOPMENT SUBMITTAL

12-07-2018

02-08-2019

04-19-2019

65% DESIGN DEVELOPMENT RESUBMITTAL

01-18-2019

95% CONSTRUCTION DOCUMENTS RESUBMITTAL 03-15-2019

111 AND 113

BID CLARIFICATIONS 08-08-2019

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CLASS II

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%%UPRIOR TO ANY CONSTRUCTION

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%%UPOST CONSTRUCTION

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1. PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM DISPERSING INTO PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM DISPERSING INTO ATMOSPHERE.

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2. WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING.WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING.

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3. SEAL UNUSED DOORS WITH DUCT TAPE.SEAL UNUSED DOORS WITH DUCT TAPE.

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4. BLOCK OFF AND SEAL AIR VENTS.BLOCK OFF AND SEAL AIR VENTS.

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5. PLACE DUST MAT AT ENTRANCE AND EXIT WORK AREAS. PLACE DUST MAT AT ENTRANCE AND EXIT WORK AREAS.

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6. REMOVE OR ISOLATE H.V.A.C. SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED. REMOVE OR ISOLATE H.V.A.C. SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

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1. WIPE WORK SURFACES WITH DISINFECTANT.

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2. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

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3. WET MOP AND/OR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING WORK WET MOP AND/OR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING WORK AREA.

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4. REMOVE ISOLATION OF H.V.A.C. SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.REMOVE ISOLATION OF H.V.A.C. SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

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1. REMOVE OR ISOLATE H.V.A.C. SYSTEM IN AREA WHERE WORK IS BEING DONE TO

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PREVENT CONTAMINATION OF DUCT SYSTEM.

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2. COMPLETE ALL CRITICAL BARRIERS IE. SHEETROCK, PLYWOOD, PLASTIC, TO SEAL

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AREA FROM NON-WORK AREA OR IMPLEMENT CONTROL CUBE METHOD (CART WITH

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PLASTIC COVERING AND SEALED CONNECTION TO WORK SITE WITH HEPA VACUUM FOR

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VACUUMING PRIOR TO EXIT) BEFORE CONSTRUCTION BEGINS.

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3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR

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FILTRATION UNITS IF INDICATED.

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4. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

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5. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.

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6. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS

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INSPECTED BY THE OWNER'S SAFETY DEPARTMENT AND INFECTION CONTROL

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DEPARTMENT AND THOROUGHLY CLEANED BY THE OWNER'S ENVIRONMENTAL SERVICES

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DEPARTMENT.

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1. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS

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ASSOCIATED WITH CONSTRUCTION.

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2. VACUUM WORK AREA WITH HEPA FILTERED VACUUM.

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3. WET MOP AREA WITH DISINFECTANT.

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4. REMOVE ISOLATION OF H.V.A.C. SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

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CLASS IV

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1. ISOLATE H.V.A.C. SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT

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CONTAMINATION OF DUCT SYSTEM.

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2. COMPLETE ALL CRITICAL BARRIERS IE. SHEETROCK, PLYWOOD, PLASTIC, TO SEAL

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AREA FROM NON-WORK AREA OR IMPLEMENT CONTROL CUBE METHOD (CART WITH

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PLASTIC COVERING AND SEALED CONNECTION TO WORK SITE WITH HEPA VACUUM FOR

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VACUUMING PRIOR TO EXIT) BEFORE CONSTRUCTION BEGINS.

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3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR

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FILTRATION UNITS IF INDICATED.

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4. SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES APPROPRIATELY.

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5. CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS THROUGH THIS ROOM

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7. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS

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INSPECTED BY THE OWNER'S SAFETY DEPARTMENT AND INFECTION CONTROL.

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8. ROOM AND/OR SHALL BE THOROUGHLY CLEANED BY THE OWNER'S ENVIRONMENTAL

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SERVICES DEPARTMENT.

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2. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS

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ASSOCIATED WITH CONSTRUCTION.

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5. VACUUM WORK AREA WITH HEPA FILTERED VACUUM.

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6. WET MOP AREA WITH DISINFECTANT.

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SO THEY CAN BE VACUUMED USING HEPA VACUUM CLEANER BEFORE LEAVING WORK

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SITE OR THEY CAN WEAR CLOTH OR PAPER COVERALLS THAT ARE REMOVED EACH

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TIME THEY LEAVE THE WORK SITE.

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6. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE COVERS.

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SHOE COVERS MUST BE CHANGED EACH TIME THE WORKER EXITS THE WORK AREA.

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SITE OR THEY CAN WEAR CLOTH OR PAPER COVERALLS THAT ARE REMOVED EACH

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TIME THEY LEAVE THE WORK SITE.

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3. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

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7. REMOVE ISOLATION OF H.V.A.C. SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

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4. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.

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%%UPRIOR TO ANY CONSTRUCTION

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%%UPOST CONSTRUCTION

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1. OBTAIN APPROVAL BY MCOT TEAM TO REMOVE BARRIERS.

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%%UPRIOR TO ANY CONSTRUCTION

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%%UPOST CONSTRUCTION

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CLASS III

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RIGID INSUL.

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CONCRETE

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EARTH

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PLYWOOD

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BATT INSUL.

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HARDWOOD

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GYPSUM BOARD SURFACE

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ACOUSTICAL CEILING TILE

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SHIM OR NAILER

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WOOD BLOCKING

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STEEL

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LAMINATE

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METAL STUD

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FACE BRICK

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WALL SECTION

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ELEVATION TAG

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DETAIL BUBBLE

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ELEVATION

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AXXX

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DETAIL NUMBER

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DRAWING NUMBER

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ROOM NUMBER

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ROOM NAME

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ROOM TAG

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XXXXX

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DRAWING NUMBER

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DETAIL NUMBER

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XX

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XXXX

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X/AXXX

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AXXX

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REVISION CLOUD AND NUMBER

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MATERIAL INDICATIONS

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GRAPHIC SYMBOLS

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ARCHITECTURAL KEYNOTE

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INTERIOR ELEVATION OR PHOTO VIEW IDENTIFICATION

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DEMOLITION KEYNOTE

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ELEVATION KEYNOTE

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PARTITION TAG

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DOOR NUMBER TAG

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WINDOW TAG

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NORTH ARROW

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AXXX

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INTERIOR ELEVATION (MULTIPLE)

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ABBREVIATIONS

AutoCAD SHX Text ACT ACOUSTICAL CEILING TILE ACOUSTICAL CEILING TILE ADJ ADJACENT ADJACENT AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AIR HANDLING UNIT ALT ALTERNATE ALTERNATE ALUM ALUMINUM ALUMINUM AMT AMOUNT AMOUNT APPROX APPROXIMATE APPROXIMATE AUTO AUTOMATIC AUTOMATIC AUX AUXILIARY AUXILIARY AV AUDIO VISUAL AUDIO VISUAL AVG AVERAGE AVERAGE BAT BATTEN BATTEN BD BOARD BOARD BLDG BUILDING BUILDING BLK BLOCKING BLOCKING BM BEAM BEAM BO BY OWNER BY OWNER CEM CEMENT CEMENT CJ CONTROL JOINT CONTROL JOINT CL CENTER LINE CENTER LINE CLG CEILING CEILING CLR CLEAR CLEAR CMU CONCRETE MASONRY CONCRETE MASONRY UNIT COL COLUMN COLUMN CONC CONCRETE CONCRETE CONT CONTINUOUS CONTINUOUS COORD COORDINATE COORDINATE CORR CORRIDOR CORRIDOR CPT CARPET CARPET CT CERAMIC TILE CERAMIC TILE CTR CENTER CENTER CTRL CONTROL CONTROL DAT DATUM DATUM DBL DOUBLE DOUBLE DEG DEGREE DEGREE DEMO DEMOLITION DEMOLITION DEPT DEPARTMENT DEPARTMENT DF DRINKING FOUNTAIN DRINKING FOUNTAIN DIA DIAMETER DIAMETER DIFF DIFFUSER DIFFUSER DIM DIMENSION DIMENSION DN DOWN DOWN DR DOOR DOOR DTL DETAIL DETAIL DWG DRAWING DRAWING E EAST EAST EA EACH EACH EJ EXPANSION JOINT EXPANSION JOINT EL ELEVATION ELEVATION ELEC ELECTRIC ELECTRIC ELEV ELEVATOR ELEVATOR ENCL ENCLOSURE ENCLOSURE EQ EQUAL EQUAL EQUIP EQUIPMENT EQUIPMENT EWC ELECTRIC WATER COOLER ELECTRIC WATER COOLER EXH EXHAUST EXHAUST EXIST EXISTING EXISTING EXP EXPOSED EXPOSED EXT EXTERIOR EXTERIOR FA FIRE ALARM FIRE ALARM FD FLOOR DRAIN FLOOR DRAIN FDN FOUNDATION FOUNDATION FE FIRE EXTINGUISHER FIRE EXTINGUISHER FEC FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FF&E FURNITURE, FIXTURE, AND FURNITURE, FIXTURE, AND EQUIPMENT FHC FIRE HOSE CABINET FIRE HOSE CABINET FIG FIGURE FIGURE FIN FINISH FINISH FIXT FIXTURE FIXTURE FL FLOOR FLOOR FO FACE OF FACE OF FP FIRE PROTECTION OR FIRE PROTECTION OR FIREPROOF FT FOOT FOOT FTG FOOTING GC GENERAL CONTRACTOR GENERAL CONTRACTOR GL GLASS GLASS GYP BD GYPSUM BOARD GYPSUM BOARD GWB GYPSUM WALL BOARD GYPSUM WALL BOARD HAZ MAT HAZARDOUS MATERIALS HAZARDOUS MATERIALS HDW HARDWARE HARDWARE HM HOLLOW METAL HOLLOW METAL HT HEIGHT HEIGHT INCL INCLUDED INCLUDED INSUL INSULATION INSULATION INT INTERIOR INTERIOR JAN JANITOR JANITOR JST JOIST JOIST JT JOINT JOINT J-BOX JUNCTION BOX JUNCTION BOX LAM LAMINATE LAMINATE LAV LAVATORY LAVATORY LED LIGHT EMITTING DIODE LIGHT EMITTING DIODE LF LINEAR FEET (FOOT) LINEAR FEET (FOOT) LL LEAD LINED LEAD LINED LT LIGHT LIGHT MATL MATERIAL MATERIAL MAX MAXIMUM MAXIMUM MECH MECHANICAL MECHANICAL MFR MANUFACTURER MANUFACTURER MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS MLWK MILLWORK MILLWORK MO MASONRY OPENING MASONRY OPENING MR MOISTURE RESISTANT MOISTURE RESISTANT MTD MOUNTED MOUNTED MTG MOUNTING MOUNTING MTL METAL METAL N NORTH NORTH N/A NOT APPLICABLE NOT APPLICABLE NAT NATURAL NATURAL NIC NOT IN CONTRACT NO NUMBER NUMBER NTS NOT TO SCALE NOT TO SCALE OA OVERALL OVERALL OC ON CENTER ON CENTER OH OPPOSITE HAND OPPOSITE HAND OPNG OPENING OPENING OPT OPTIONAL OPTIONAL PAT PATTERN PATTERN PL PLATE PLATE PLAM PLASTIC LAMINATE PLASTIC LAMINATE PLAS PLASTER OR PLASTIC PLASTER OR PLASTIC PR PAIR PAIR PRE PREFINISHED PREFINISHED PREP PREPARATION PREPARATION PROVIDE FURNISH AND INSTALL FURNISH AND INSTALL PT PAINT PAINT PTME PAINT TO MATCH PAINT TO MATCH EXISTING PTN PARTITION PARTITION PWR POWER POWER QT QUARRY TILE QUARRY TILE QTR QUARTER QUARTER QTY QUANTITY QUANTITY R RADIUS RADIUS RB RESILIENT BASE RESILIENT BASE RCP REFLECTED CEILING PLAN REFLECTED CEILING PLAN REC RECESSED RECESSED RECPT RECEPTACLE RECEPTACLE REINF REINFORCED REINFORCED REQD REQUIRED REQUIRED RM ROOM ROOM RO ROUGH OPENING ROUGH OPENING S SOUTH SOUTH SAN SANITARY SANITARY SCHED SCHEDULE SCHEDULE SF SQUARE FOOT (FEET) SQUARE FOOT (FEET) SHT SHEET SHEET SIM SIMILAR SIMILAR SPEC SPECIFICATION SPECIFICATION SPKLR SPRINKLER SPRINKLER SPKR SPEAKER SPEAKER SQ SQUARE SQUARE SS STAINLESS STEEL STAINLESS STEEL STD STANDARD STANDARD STOR STORAGE STORAGE SUSP SUSPEND SUSPEND SV SHEET VINYL SHEET VINYL T&G TONGUE AND GROOVE TONGUE AND GROOVE TEMP TEMPORARY TEMPORARY TERR TERRAZZO TERRAZZO THK THICK THICK TO TOP OF ___ TOP OF ___ TSTAT THERMOSTAT THERMOSTAT TYP TYPICAL TYPICAL UNO UNLESS NOTED UNLESS NOTED OTHERWISE VAR VARIES VARIES VCT VINYL COMPOSITION TILE VINYL COMPOSITION TILE VENT VENTILATION VENTILATION VIF VERIFY IN FIELD VERIFY IN FIELD VOL VOLUME VOLUME VWC VINYL WALL COVERING VINYL WALL COVERING W WEST WEST W/ WITH WITH W/O WITHOUT WITHOUT WC WALL COVERING WALL COVERING WD WOOD WOOD WDW WINDOW WINDOW WWF WELDED WIRE FABRIC WELDED WIRE FABRIC

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NORTH

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CONCRETE MASONRY UNIT

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EXISTING CONSTRUCTION

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AutoCAD SHX Text one and one half inches = one foot

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VA FORM 08-6231

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MILWAUKEE, WISCONSIN

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CLEMENT J. ZABLOCKI VAMC

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UPGRADE AND REPLACE

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VARIOUS MOTOR CONTROL CENTERS

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GENERAL NOTES, GRAPHIC SYMBOLS AND ABBREVIATIONS

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CZ

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JD

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FIRE AND SAFETY NOTES

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1. MAINTAINING INTEGRITY OF FIRE SUPPRESSION SYSTEM IN MEDICAL CENTER AND OF ITS OUT BUILDINGS DURING CONSTRUCTION SHALL BE RESPONSIBILITY OF GENERAL CONTRACTOR. MAINTAINING INTEGRITY OF FIRE SUPPRESSION SYSTEM IN MEDICAL CENTER AND OF ITS OUT BUILDINGS DURING CONSTRUCTION SHALL BE RESPONSIBILITY OF GENERAL CONTRACTOR. 2. IN ADDITION TO VA MEDICAL CENTER POLICIES, NATIONAL, STATE, AND LOCAL CODES AND ORDINANCES SHALL APPLY TO OF THEIR CONTRACTORS AND SUB-CONTRACTORS. IN ADDITION TO VA MEDICAL CENTER POLICIES, NATIONAL, STATE, AND LOCAL CODES AND ORDINANCES SHALL APPLY TO OF THEIR CONTRACTORS AND SUB-CONTRACTORS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING PERTINENT OSHA SAFETY REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING PERTINENT OSHA SAFETY REQUIREMENTS. 4. PROVIDE LOCKOUT-TAGOUT PROGRAM FOR PRIOR APPROVAL BY VA SAFETY OFFICER/MANAGER. LOCKOUT-TAGOUT PROGRAM SHALL BE SUBMITTED AS PART OF THE CONTRACTOR'S ACCIDENT PROVIDE LOCKOUT-TAGOUT PROGRAM FOR PRIOR APPROVAL BY VA SAFETY OFFICER/MANAGER. LOCKOUT-TAGOUT PROGRAM SHALL BE SUBMITTED AS PART OF THE CONTRACTOR'S ACCIDENT PREVENTION PROGRAM (SEE SAFETY SPECIFICATION). 5. ADHERE TO AND INSPECT DAILY VA-IMPOSED INTERIM LIFE SAFETY MEASURES. REFER TO SPECIFICATION 01 01 10 (SN) FOR MORE INFORMATION. ADHERE TO AND INSPECT DAILY VA-IMPOSED INTERIM LIFE SAFETY MEASURES. REFER TO SPECIFICATION 01 01 10 (SN) FOR MORE INFORMATION. 6. CLASS III/IV CONSTRUCTION REQUIRES TEMPORARY CONSTRUCTION PARTITIONS OF NON-COMBUSTIBLE MATERIALS TO PROVIDE A SMOKE TIGHT AND 1-HR FIRE RATED SEPARATION BETWEEN CLASS III/IV CONSTRUCTION REQUIRES TEMPORARY CONSTRUCTION PARTITIONS OF NON-COMBUSTIBLE MATERIALS TO PROVIDE A SMOKE TIGHT AND 1-HR FIRE RATED SEPARATION BETWEEN CONSTRUCTION AREAS AND OTHER OCCUPIED AREAS. MAINTAIN INTEGRITY OF ENCLOSURE DURING CONSTRUCTION. REFER TO SPECIFICATION 01 01 10 (SN) FOR MORE INFORMATION. 7. EXISTING FIRE SUPPRESSION SYSTEMS, INCLUDING FIRE ALARM SYSTEMS, SMOKE DETECTION SYSTEMS, AND SPRINKLER SYSTEMS SHALL NOT BE IMPAIRED DURING CONSTRUCTION. FIRE SUPPRESSION EXISTING FIRE SUPPRESSION SYSTEMS, INCLUDING FIRE ALARM SYSTEMS, SMOKE DETECTION SYSTEMS, AND SPRINKLER SYSTEMS SHALL NOT BE IMPAIRED DURING CONSTRUCTION. FIRE SUPPRESSION OUTAGE REQUESTS SHALL BE SUBMITTED TO COR FOR APPROVAL TWO WEEKS PRIOR TO PLANNED OUTAGE. FIRE SUPPRESSION SYSTEM SHALL BE RESTORED AT END OF WORK DAY. AT NO TIME WILL SYSTEM REMAIN DISABLED OVERNIGHT. 8. TRASH, COMBUSTIBLE MATERIALS, PACKAGING, AND DEBRIS SHALL BE REMOVED FROM CONSTRUCTION AREA ON A DAILY BASIS. TRASH, COMBUSTIBLE MATERIALS, PACKAGING, AND DEBRIS SHALL BE REMOVED FROM CONSTRUCTION AREA ON A DAILY BASIS. 9. CLEMENT J. ZABLOCKI VA MEDICAL CENTER IS A TOBACCO-FREE CAMPUS.CLEMENT J. ZABLOCKI VA MEDICAL CENTER IS A TOBACCO-FREE CAMPUS.

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GENERAL CONSTRUCTION AND INFECTION CONTROL NOTES

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CONSTRUCTION PHASING SEQUENCE

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1. THE CONSTRUCTION PHASING NOTES AND DRAWINGS ARE PROVIDED AS GUIDANCE AND THE CONSTRUCTION PHASING NOTES AND DRAWINGS ARE PROVIDED AS GUIDANCE AND MINIMUM REQUIREMENTS ONLY. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE A CONSTRUCTION PHASING PLAN, INFECTION CONTROL PLAN AND SCHEDULE OF ACTIVITIES WORK PLAN PRIOR TO BEGINNING WORK ON EACH PHASE. REFER TO SPECIFICATIONS 01 01 00 (SN) AND 01 35 26. 2. THE CONTRACTOR SHALL DEVELOP A CRITICAL PATH METHOD (CPM) SCHEDULE, THE CONTRACTOR SHALL DEVELOP A CRITICAL PATH METHOD (CPM) SCHEDULE, CONSTRUCTION ACTIVITY SEQUENCING AND ASSOCIATED COMPLETION DATES FOR THE COMPLETE PROJECT. REFER TO SPECIFICATION 01 32 16.15. 3. THE CLEMENT J. ZABLOCKI VA MEDICAL CENTER MUST REMAIN IN FULL OPERATION DURING THE CLEMENT J. ZABLOCKI VA MEDICAL CENTER MUST REMAIN IN FULL OPERATION DURING CONSTRUCTION ACTIVITIES WITH MINIMAL INTERRUPTION DUE TO ALL RELATED CONSTRUCTION ACTIVITIES AND RELATED COMPONENTS OF THE PROJECT. 4. THE CONTRACTOR'S SCHEDULE SHALL INCLUDE THE FOLLOWING: THE CONTRACTOR'S SCHEDULE SHALL INCLUDE THE FOLLOWING: 5. CONSTRUCTION AREA WILL BE TURNED OVER TO CONTRACTOR FOR WORK TO BE CONSTRUCTION AREA WILL BE TURNED OVER TO CONTRACTOR FOR WORK TO BE COMPLETED DURING NORMAL WORKING HOURS WITH THE EXCEPTION OF UTILITY OUTAGES. 6. MAINTAIN EXIT EGRESS PATHWAYS AND DOORWAYS WITHIN PHASE SPACES DURING MAINTAIN EXIT EGRESS PATHWAYS AND DOORWAYS WITHIN PHASE SPACES DURING CONSTRUCTION ACTIVITIES. 7. WHEN REQUIRED, PROVIDE TEMPORARY CONSTRUCTION BARRIERS WITH FIRE RATED DOORS WHEN REQUIRED, PROVIDE TEMPORARY CONSTRUCTION BARRIERS WITH FIRE RATED DOORS AND FRAMES TO SEPARATE CONSTRUCTION ACTIVITIES FROM PUBLIC AREAS AND AREAS REQUIRING ACCESS DURING CONSTRUCTION. 8. WHEN ACCESS/EGRESS ROUTES ARE BLOCKED TEMPORARILY TO ACCOMMODATE WHEN ACCESS/EGRESS ROUTES ARE BLOCKED TEMPORARILY TO ACCOMMODATE CONSTRUCTION, COORDINATE ALTERNATE ACCESS/EGRESS ROUTES WITH THE VA/COR AND PROVIDE TEMPORARY SIGNAGE AND TEMPORARY PROTECTIVE BARRIERS TO CREATE ALTERNATIVE ACCESS/EGRESS ROUTES AS REQUIRED. COORDINATE AND SCHEDULE ANY DOWNTIME FOR THESE ROUTES WITH THE VA/COR. POST AND INSPECT ILSM DAILY. 9. THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE LOCATION OF TEMPORARY THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE LOCATION OF TEMPORARY CONSTRUCTION BARRIERS AND INFECTION CONTROL BARRIERS, CONTRACTOR SITE ACCESS AND DEBRIS AND MATERIAL DELIVERY AND DELIVERY ROUTES WITH THE VA/COR. INFECTION CONTROL AND CONSTRUCTION BARRIERS SHALL BE ERECTED AND REMOVED OFF SHIFT (BETWEEN 5:00PM AND 5:00AM). 10. MAINTAIN ACCESS TO EXISTING BUILDINGS WITHIN THE LIMITS OF CONSTRUCTION. MAINTAIN ACCESS TO EXISTING BUILDINGS WITHIN THE LIMITS OF CONSTRUCTION. 11. COORDINATE SHUT DOWNS OF UTILITIES OR ANY CONSTRUCTION ACTIVITIES WHICH MAY COORDINATE SHUT DOWNS OF UTILITIES OR ANY CONSTRUCTION ACTIVITIES WHICH MAY POTENTIALLY AFFECT THE EXISTING OPERATIONS OF THE VAMC WITH THE COR. MAINTAIN UNINTERRUPTED OPERATION OF THE EXISTING FACILITIES FOR ALL EXISTING UTILITIES TIE-INS. SCHEDULE THESE EVENTS AFTER-NORMAL BUSINESS HOURS OR AS REVIEWED AND APPROVED BY THE COR. NORMAL BUSINESS HOURS ARE 7:00AM TO 4:30PM, MON-FRI. UTILITY OUTAGES SHALL BE OFF SHIFT BETWEEN 5:00PM AND 5:00AM. 12. PROVIDE STICKY WALK OFF MATS AT ENTRY POINTS AT ALL WORK AREAS. REPLACE PROVIDE STICKY WALK OFF MATS AT ENTRY POINTS AT ALL WORK AREAS. REPLACE WALK-OFF MATS DAILY OR WHEN THEY NO LONGER ARE ABLE TO CONTAIN DUST AND DIRT. VACUUM WORK AREA WITH HEPA FILTERED VACUUM BEFORE LEAVING WORK AREAS. CONTAIN CONSTRUCTION WASTE IN TIGHTLY COVERED CONTAINERS PRIOR TO TRANSPORTING. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE THE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION. DO NOT REMOVE BARRIERS FROM PHASE WORK AREA UNTIL COMPLETED PHASE IS THOROUGHLY CLEANED AND INSPECTED BY VA/COR. 13. CLEAN WORK AREA AT END OF EVERY SHIFT. CLEAN WORK AREA AT END OF EVERY SHIFT. 14. CONTACT EMS AT x44EMS FOR ANY EMERGENCY CLEANING REQUIREMENTS. CONTACT EMS AT x44EMS FOR ANY EMERGENCY CLEANING REQUIREMENTS. 15. CONTACT GRAPHICS AT x41010 FOR ANY CONSTRUCTION RELATED EMERGENCIES. CONTACT GRAPHICS AT x41010 FOR ANY CONSTRUCTION RELATED EMERGENCIES. 16. CONTRACTOR SHALL HAVE ALL SPECIAL EQUIPMENT AND MATERIALS ON SITE FOR EACH CONTRACTOR SHALL HAVE ALL SPECIAL EQUIPMENT AND MATERIALS ON SITE FOR EACH PHASE PRIOR TO COMMENCING WORK ON A SPECIFIC PHASE. 17. NO PHASE WORK CAN BE DONE CONCURRENTLY NO PHASE WORK CAN BE DONE CONCURRENTLY 18. ALL CONSTRUCTION TO REMAIN THAT IS AFFECTED BY DEMOLITION SHALL BE PATCHED, ALL CONSTRUCTION TO REMAIN THAT IS AFFECTED BY DEMOLITION SHALL BE PATCHED, PLASTERED AND BE PROPERLY MENDED AND ALIGNED SO AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIR. 19. WHEN INSTALLATION OF CONDUIT IS TO BE PERFORMED THRU ANY CORRIDORS, WHEN INSTALLATION OF CONDUIT IS TO BE PERFORMED THRU ANY CORRIDORS, CONTRACTOR SHALL CAREFULLY REMOVE THE AMOUNT EXISTING ACOUSTICAL CEILING TILES AND GRIDS NEEDED FOR SHIFT WORK AND AT THE END OF THE SHIFT INSTALL THE ACOUSTICAL CEILING TILES AND GRID BACK TO ITS ORIGINAL STATE PRIOR TO LEAVING THE SITE FOR THE DAY. WORK IN CORRIDORS SHALL BE OFF-SHIFT AND WILL REQUIRE AN INFECTION CONTROL PLAN TO BE SUBMITTED FOR COR APPROVAL.

AutoCAD SHX Text A. CONSTRUCTION ACTIVITIES WHICH MAY AFFECT THE CONTINUAL OPERATIONS OF THE CONSTRUCTION ACTIVITIES WHICH MAY AFFECT THE CONTINUAL OPERATIONS OF THE CLEMENT J. ZABLOCKI VAMC. B. SCHEDULES FOR EXISTING SYSTEMS SHUT DOWN. SCHEDULES FOR EXISTING SYSTEMS SHUT DOWN. C. SCHEDULES FOR CONSTRUCTION ACTIVITIES OCCURRING AFTER NORMAL BUSINESS SCHEDULES FOR CONSTRUCTION ACTIVITIES OCCURRING AFTER NORMAL BUSINESS HOURS. D. SCHEDULES FOR VA REQUIRED INSPECTIONSSCHEDULES FOR VA REQUIRED INSPECTIONS

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CLASS II WORK ITEMS NOTES:

AutoCAD SHX Text LOW RISK OFFICE AREAS MEDIUM RISK ECHOCARDIOGRAPHY ENDOSCOPY NUCLEAR MEDICINE PHYSICAL THERAPY RADIOLOGY MRI RESPIRATORY THERAPY HIGH RISK CCU EMERGENCY ROOM LABOR & DELIVERY LABORATORIES (SPECIMEN) NEWBORN NURSERY OUTPATIENT SURGERY PEDIATRICS PHARMACY POST ANESTHESIA CARE UNIT SURGICAL UNITS LINEN KITCHEN & CANTEEN MECHANICAL ENVIRONMENT HIGHEST RISK ANY AREA CARING FOR IMMUNOCOMPROMISED PATIENTS BURN UNIT CARDIAC CATH LAB CENTRAL STERILE SUPPLY INTENSIVE CARE UNITS NEGATIVE PRESSURE ISOLATION ROOMS ONCOLOGY OPERATING ROOMS INCLUDING C-SECTION ROOMS DIALYSIS

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CONSTRUCTION PROJECT TYPE

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PATIENT RISK GROUP

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TYPE A

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TYPE B

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TYPE C

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TYPE D

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II

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II

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III/IV

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MEDIUM RISK GROUP RISK GROUP

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II

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III

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HIGH RISK GROUPRISK GROUP

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II

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HIGHEST RISK GROUPRISK GROUP

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CLASS III WORK ITEMS NOTES:

CLASS IV WORK ITEMS NOTES:

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

ARCHITECT + ENGINEERS:

Office of

Construction and Facilities

Management

B

A

C

D

E

F

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Bancroft AE No.

700 Nicholas Blvd. Suite 300

Elk Grove Village, IL 60007

T:847.952.9362 www.bancroft-ae.com

Revisions: Date

KEY PLAN:

14-101

100% CONSTRUCTION DOCUMENTS SUBMITTAL - NOT FOR CONSTRUCTION

35% SCHEMATIC DESIGN SUBMITTAL

10-10-2018

95% CONSTRUCTION DOCUMENTS SUBMITTAL

N

100% CONSTRUCTION DOCUMENTS SUBMITTAL

ENGINEERS + CONSULTANTS:

VA CONTRACT NO. VA69D-14-D-0109

65% DESIGN DEVELOPMENT SUBMITTAL

12-07-2018

02-08-2019

04-19-2019

65% DESIGN DEVELOPMENT RESUBMITTAL

01-18-2019

95% CONSTRUCTION DOCUMENTS RESUBMITTAL 03-15-2019

111 AND 113

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VA FORM 08-6231

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MILWAUKEE, WISCONSIN

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CLEMENT J. ZABLOCKI VAMC

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UPGRADE AND REPLACE

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VARIOUS MOTOR CONTROL CENTERS

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GENERAL NOTES

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CZ

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JD

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1. ALL CONTRACTORS, SUBCONTRACTORS AND THEIR REPRESENTATIVES ALL CONTRACTORS, SUBCONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR TO AND DURING THE COURSE OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES, ALL OTHERS AND ARE TO BE IN CARE OF THE PROPERTY. 2. EACH CONTRACTOR OR SUBCONTRACTOR, AS REPRESENTATIVES OF EACH CONTRACTOR OR SUBCONTRACTOR, AS REPRESENTATIVES OF THEIR EMPLOYEES, SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE ACCOMPLISH THEIR WORK ARE SAFE AND MEET ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT, ALONG WITH ALL OTHER APPLICABLE GOVERNING REGULATIONS AND VA REQUIREMENTS. 3. THE BEGINNING OF WORK ON SITE BY A CONTRACTOR OR THE BEGINNING OF WORK ON SITE BY A CONTRACTOR OR SUBCONTRACTOR SHALL INDICATE HIS/HER SATISFACTION AND FULL ACCEPTANCE OF THE CURRENT SITE CONDITIONS REGARDING SAFETY AND THE NECESSARY COMPLIANCE WITH ALL CONTRACT REQUIREMENTS REGARDING SAME. THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY ACCIDENTS, INJURIES, AND/OR DAMAGES INCURRED AS A RESULT OF ANY VISIBLE OR KNOWN UNSAFE CONDITIONS THAT EXIST. 4. IF UNSATISFIED WITH THE CURRENT SITE SAFETY CONDITIONS AND/OR IF UNSATISFIED WITH THE CURRENT SITE SAFETY CONDITIONS AND/OR THE NECESSARY COMPLIANCE, THE CONTRACTOR OR SUBCONTRACTOR SHALL INDICATE THE ACTIONS AND/OR DEVICES NECESSARY TO RENDER THE JOB-SITE SAFE. IF THE WORK OF OTHER PARTIES, UPON INSPECTION, IS FOUND AT ANY TIME TO BE UNSAFE THE CONTRACTOR OR SUBCONTRACTOR SHALL IMMEDIATELY STOP ALL WORK AND NOTIFY THE GENERAL/PRIME CONTRACTOR AND THE VA/COR. THE SUBMISSION OF A BID FOR ANY PORTION OF WORK INCLUDED IN THIS CONTRACT SHALL ALSO INDICATE ACKNOWLEDGMENT AND ACCEPTANCE OF THESE REQUIREMENTS.

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1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL PUBLISHED ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL PUBLISHED APPLICABLE LOCAL / STATE / FEDERAL / NATIONAL CODES, ORDINANCES AND REGULATIONS ALONG WITH ALL RELATED VA DIRECTIVES, DESIGN GUIDES AND MANUALS, SPECIFICATIONS AND STANDARDS PLUS ALL VA REQUIREMENTS (FEDERAL AND LOCAL) THAT ARE PROJECT SPECIFIC TO THE DOCUMENTED SCOPE OF WORK ON THIS SITE. 2. EACH CONTRACTOR SHALL HAVE PUBLIC LIABILITY, PROPERTY DAMAGE EACH CONTRACTOR SHALL HAVE PUBLIC LIABILITY, PROPERTY DAMAGE AND WORKMAN'S COMPENSATION INSURANCE AS REQUIRED BY THE VA IN THE BIDDING DOCUMENTATION. CONTACT THE VA/CO DURING THE BIDDING PHASE WITH ANY QUESTIONS, VERIFICATIONS, AND DOCUMENTATION NECESSARY CONCERNING ALL REQUIREMENTS FOR PROJECT INSURANCE COVERAGE. 3. EACH CONTRACTOR PRIOR TO THE COMMENCEMENT OF WORK SHALL EACH CONTRACTOR PRIOR TO THE COMMENCEMENT OF WORK SHALL FULLY COORDINATE AND VERIFY WITH ALL OTHER CONTRACTORS, OTHER TRADES AND THE VA/COR CONCERNING ALL SPACE REQUIREMENTS FOR THIS PROJECT. THE GENERAL/PRIME CONTRACTOR SHALL BE RESPONSIBLE FOR COMMUNICATING, DOCUMENTING AND COORDINATING ALL SPACE REQUIREMENTS WITH THE VA/COR TO AVOID CONFLICTS AND MISCOMMUNICATION. 4. CONTRACTORS SHALL REFERENCE ALL DRAWINGS IN ALL SECTIONS OF CONTRACTORS SHALL REFERENCE ALL DRAWINGS IN ALL SECTIONS OF WORK FOR FULLY DEFINING THEIR SCOPE OF WORK RESPONSIBILITIES AND COORDINATE SAME WITH THE GENERAL/PRIME CONTRACTOR. SUBCONTRACTORS AND SUPPLIERS FOR EACH TRADE ARE ADVISED THAT INFORMATION PERTINENT TO THEIR SCOPE OF WORK ALSO OCCURS IN OTHER SECTIONS OF THE DRAWINGS AND THE COMPLETE SET OF CONTRACT DOCUMENTS. 5. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS. DO NOT SCALE THE DRAWINGS. USE THE GIVEN DIMENSIONS. COORDINATE SHOP DRAWING REQUIREMENTS WITH ALL TRADES. 6. ALL ENGINEERING SYSTEMS WORK INCLUDED IN THE CONTRACT ALL ENGINEERING SYSTEMS WORK INCLUDED IN THE CONTRACT DRAWINGS SHALL BE TAKEN IN A SENSE AS A DIAGRAMMATIC REPRESENTATION OF ITS INTENDED PLACEMENT AND DISTRIBUTION WITHIN THE GENERAL PROXIMITY WHERE SHOWN. THE SIZE & MEANS OF RUNNING DISTRIBUTION SYSTEMS ARE SHOWN BUT IT IS NOT INTENDED TO SHOW EVERY CONNECTION, FITTING, OFFSET, SUPPORT ELEMENT, NOR EVERY STRUCTURAL DIFFICULTY THAT CAN BE ENCOUNTERED DURING THE INSTALLATION OF THE WORK. 7. OBTAIN ALL REQUIRED VA/COR AUTHORIZATIONS BEFORE BEGINNING OBTAIN ALL REQUIRED VA/COR AUTHORIZATIONS BEFORE BEGINNING ANY DEMOLITION WORK OR NEW CONSTRUCTION, INCLUDING TEMPORARY BARRICADES AND PROTECTION WORK. 8. PROJECT LIMIT LINES ARE SHOWN ON THE DRAWINGS FOR ORIENTATION PROJECT LIMIT LINES ARE SHOWN ON THE DRAWINGS FOR ORIENTATION PURPOSES ONLY AND SHOULD NOT BE CONSTRUED TO INDICATE THE FULL EXTENT OR LIMITS OF THE AREA(S) OF WORK. 9. ALL EXISTING BUILDING UTILITIES AND INFRASTRUCTURE SERVICES ALL EXISTING BUILDING UTILITIES AND INFRASTRUCTURE SERVICES SYSTEMS THAT FEED OTHER SPACES OUTSIDE THE DEMISED PROJECT AREA AND THAT ARE LOCATED WITHIN THE AREA OF WORK, THEREBY INTERFERING WITH THE NEW CONSTRUCTION, SHALL BE REROUTED AND RELOCATED AS REQUIRED TO MAINTAIN FULL SERVICE TO THE AFFECTED AREAS. 10. ALL FINISHED AREAS ADJACENT TO OR INCLUDED WITHIN THE AREA(S) ALL FINISHED AREAS ADJACENT TO OR INCLUDED WITHIN THE AREA(S) OF CONSTRUCTION ALONG WITH ALL PUBLIC PROJECT ACCESS ROUTES SHALL BE PROTECTED FROM DUST AND DIRT THROUGH THE USE OF VA/COR APPROVED DUSTPROOF PROTECTION. SEE THE OCCUPIED AREA PROTECTION PROTOCOLS PROVIDED IN THE “GENERAL” DRAWINGS SECTION GENERAL” DRAWINGS SECTION DRAWINGS SECTION AND COORDINATE ALL SITE-SPECIFIC CONDITIONS IMPACTS ENCOUNTERED WITH THE VA/COR. 11. DURING CONSTRUCTION EACH CONTRACTOR SHALL KEEP ON SITE DURING CONSTRUCTION EACH CONTRACTOR SHALL KEEP ON SITE ACCURATE FIELD RECORDS OF ALL CONCEALED WORK THAT DIFFERS FROM THE CONTRACT DRAWINGS. THESE AS-BUILT MARKED-UP RECORD DRAWINGS WILL BE KEPT UP TO DATE BY THE GENERAL/PRIME CONTRACTOR AND PROVIDED TO THE VA/COR FOR DISTRIBUTION AT THE COMPLETION OF THE PROJECT. 12. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO ADEQUATELY PROTECT EXISTING CONSTRUCTION AND FINISHES TO REMAIN IN PLACE DURING BOTH DEMOLITION AND CONSTRUCTION SEQUENCES OF THE WORK. ANY DAMAGE TO SUCH AREAS SHALL BE RESTORED AND REFINISHED TO A "LIKE-NEW" CONDITION PRIOR TO THE VA/COR'S ACCEPTANCE OF THAT WORK.

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13. THE GENERAL/PRIME CONTRACTOR IS RESPONSIBLE FOR THE PATCH, THE GENERAL/PRIME CONTRACTOR IS RESPONSIBLE FOR THE PATCH, REPAIR, REFINISHING AND/OR REPLACEMENT OF ALL CONSTRUCTION, MATERIALS, ASSEMBLIES, EQUIPMENT, SIGNAGE AND FINISHES DAMAGED BY THE PROJECT DEMOLITION, TEMPORARY CONSTRUCTION, NEW CONSTRUCTION OR THE MOVEMENT OF PERSONNEL, TOOLS, EQUIPMENT, MATERIALS, ETC. BOTH INSIDE AND OUTSIDE OF THE DESIGNATED AREAS OF WORK. 14. PROVIDE THE CUTTING AND PATCHING FOR ALL DEMOLITION WORK AND PROVIDE THE CUTTING AND PATCHING FOR ALL DEMOLITION WORK AND ALL NEW CONSTRUCTION WORK BEING PERFORMED OUTSIDE OF THE PROJECT LIMIT LINES AS REQUIRED TO PROPERLY COMPLETE THE PROJECT SCOPE OF WORK. 15. ALL CUTTING, CORING AND DRILLING OF EXISTING CONCRETE AND ALL CUTTING, CORING AND DRILLING OF EXISTING CONCRETE AND MASONRY CONSTRUCTION SHALL NOT DAMAGE EXISTING REINFORCING STEEL, PIPING, CONDUITS OR OTHER CONCEALED CONSTRUCTION WITHIN. PRIOR TO CORING, DRILLING, CUTTING OR PERFORMING ANY BREAKING EFFORTS, PROVIDE PENETRATING FIELD X-RAYING OF THE INTENDED AREAS AND DOCUMENT THE EXACT SIZE AND LOCATIONS OF ALL SUCH INTERFERENCES. COORDINATE WITH AND OBTAIN VA/COR APPROVAL BEFORE PROCEED WITH ANY SUCH REQUIRED PENETRATIONS WORK. 16. RELOCATIONS OF ANY INFRASTRUCTURE DISTRIBUTION SYSTEMS OR RELOCATIONS OF ANY INFRASTRUCTURE DISTRIBUTION SYSTEMS OR EQUIPMENT, WHICH MAY ALTER THE ARCHITECTURAL OR STRUCTURAL CONSTRUCTION, MUST BE APPROVED FIRST BY THE VA/COR PRIOR TO STARTING ITS RELOCATION. 17. THE GENERAL/PRIME CONTRACTOR IS RESPONSIBLE TO PROVIDE THE THE GENERAL/PRIME CONTRACTOR IS RESPONSIBLE TO PROVIDE THE REMOVAL OF ALL CONSTRUCTION DEMOLITION DEBRIS, SPOIL AND MATERIALS FROM THE PROJECT SITE ON A DAILY BASIS UNLESS SPECIFICALLY REFERENCED OTHERWISE IN THE PROJECT SPECIFIC LOGISTICAL SEQUENCING REQUIREMENTS. 18. CONTRACTORS TO ENSURE ALL FIRE RESISTIVE RATINGS ARE MAINTAINED CONTRACTORS TO ENSURE ALL FIRE RESISTIVE RATINGS ARE MAINTAINED PER LOCATIONS SHOWN ON THE DRAWINGS. ALL PENETRATIONS ARE TO BE SEALED BY AN APPROVED UL FIRESTOPPING SYSTEM. SEAL ALL EXISTING PENETRATIONS EXPOSED DURING CONSTRUCTION AS PER THE APPROVED UL FIRESTOPPING SYSTEM INSTALLATION REQUIREMENTS. FOLLOW THE MANUFACTURER'S DESIGN RECOMMENDATIONS FOR THE PROPER FIRE STOPPING MATERIAL TO BE USED IN EACH SPECIFIC APPLICATION. 19. ALL FIRESTOPS SHALL MATCH THE FIRE RATING OF THE CONSTRUCTION ALL FIRESTOPS SHALL MATCH THE FIRE RATING OF THE CONSTRUCTION BEING PENETRATED, SUCH AS WALLS, FLOORS, CEILINGS, PARTITIONS ETC. AND SHALL COMPLY WITH ALL CODE REQUIREMENTS. ALL FIRE STOPPING PRODUCTS SHALL BE MANUFACTURED BY THE HILTI COMPANY. 20. PROVIDE AN HOURLY RATED FIRESTOP AT ALL PENETRATIONS OF RATED PROVIDE AN HOURLY RATED FIRESTOP AT ALL PENETRATIONS OF RATED CONSTRUCTION AND/OR ASSEMBLIES, WHETHER NEW OR EXISTING, AND/OR AS A DIRECT RESULT OF THE PROJECT DEMOLITION WORK OR NEW CONSTRUCTION. WHERE COMBUSTIBLE PENETRANTS OCCUR USE A FIRE RATED INTUMESCENT MATERIAL AND WHERE NONCOMBUSTIBLE PENETRANTS OCCUR USE A FIRE RATED ENDOTHERMIC MATERIAL. ALL FIRESTOPPING WORK MUST BE APPROVED BY THE VA/COR BEFORE CONCEALED BY CONSTRUCTION.

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GENERAL NOTES FOR CONTRACTORS

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SPECIAL SAFETY NOTES

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BASIS OF DESIGN (BOD) COMPLIANCE PROTOCOLS

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BOD COMPLIANCE PROTOCOLS:

AutoCAD SHX Text INTENT: 1. TO ORGANIZE AND IDENTIFY THE “EQUIVALENCY SUBSTITUTION PROCESS” IN ORDER TO FORMALIZE THE TO ORGANIZE AND IDENTIFY THE “EQUIVALENCY SUBSTITUTION PROCESS” IN ORDER TO FORMALIZE THE EQUIVALENCY SUBSTITUTION PROCESS” IN ORDER TO FORMALIZE THE IN ORDER TO FORMALIZE THE PROCESS, CLARIFY RESPONSIBILITIES, PROACTIVELY MANAGE THE PROCESS AND MINIMIZE COSTLY DELAYS IN THE EXECUTION OF THE WORK. 2. THERE ARE NO INTENDED RESTRICTIONS LIMITING COMPETITION ON THE EQUIVALENT SUBSTITUTION OF THERE ARE NO INTENDED RESTRICTIONS LIMITING COMPETITION ON THE EQUIVALENT SUBSTITUTION OF MATERIALS, EQUIPMENT, HARDWARE, FINISHES, CONTROLS, SYSTEMS AND THEIR INCLUSIVE PARTS, DETAILED ASSEMBLIES, RELATED DESIGN ELEMENTS AND PERFORMANCE CHARACTERISTICS, UNLESS AS IDENTIFIED IN THE BID SOLICITATION. SUMMARY DESCRIPTION: 1. THE BASIS OF DESIGN (BOD) INCORPORATES THE DESIGN INTENT AND PERFORMANCE BASED THE BASIS OF DESIGN (BOD) INCORPORATES THE DESIGN INTENT AND PERFORMANCE BASED CHARACTERISTICS FOR ALL MATERIALS, SYSTEMS AND WORKMANSHIP THAT IS INCLUDED IN THE CONSTRUCTION DOCUMENTS AND REFERENCED BY SAME. 2. THE BOD COMPLIANCE PROTOCOLS ARE TO BE FOLLOWED FOR ALL PROPOSED EQUIVALENT THE BOD COMPLIANCE PROTOCOLS ARE TO BE FOLLOWED FOR ALL PROPOSED EQUIVALENT SUBSTITUTIONS, DEPARTURES OR ADJUSTMENTS FROM THE CONSTRUCTION DOCUMENT DRAWINGS, THE CONSTRUCTION DOCUMENT DRAWINGS, DETAILING, AND SPECIFICATIONS PROVIDED THE SUBSTITUTIONS, DEPARTURES, OR ADJUSTMENTS MEET THE DESIGN INTENT, SCOPE OF WORK (SOW) CRITERIA REQUIREMENTS, AND PERFORMANCE BASED CHARACTERISTICS. 3. NO SUCH EQUIVALENT SUBSTITUTION, DEPARTURES OR ADJUSTMENTS WILL BE ALLOWED WITHOUT FIRST NO SUCH EQUIVALENT SUBSTITUTION, DEPARTURES OR ADJUSTMENTS WILL BE ALLOWED WITHOUT FIRST GOING THROUGH THE BOD COMPLIANCE PROTOCOLS PROCESS AND OBTAINING THE GOVERNMENT’S S APPROVAL FROM THE CONTRACTING OFFICER (CO).

AutoCAD SHX Text STEP 1: BIDDING PHASE 1. ALL BOD PROPOSED EQUIVALENT SUBSTITUTIONS AND THEIR ASSOCIATED IMPACTS ON OTHER SOW ELEMENTS SHALL BE FULLY IDENTIFIED AND ALL BOD PROPOSED EQUIVALENT SUBSTITUTIONS AND THEIR ASSOCIATED IMPACTS ON OTHER SOW ELEMENTS SHALL BE FULLY IDENTIFIED AND COORDINATED WITH THE GENERAL/PRIME CONTRACTOR(S) SUCH THAT THE COST OF ALL ASSOCIATED SCOPE OF WORK IMPACTS DIRECTLY AFFECTING OTHER TRADES SHALL BE INCLUDED IN THE BASE BIDS OF ALL AFFECTED CONTRACTORS. . STEP 2: CONTRACTORS IDENTIFY PROPOSED EQUIVALENT SUBSTITUTION(S) 1. ALL CONTRACTORS, BEFORE SUBMITTING THEIR REQUEST FOR EQUIVALENT SUBSTITUTION CONSIDERATION SHALL BE RESPONSIBLE TO HAVE FULLY ALL CONTRACTORS, BEFORE SUBMITTING THEIR REQUEST FOR EQUIVALENT SUBSTITUTION CONSIDERATION SHALL BE RESPONSIBLE TO HAVE FULLY VERIFIED AND CERTIFIED IN WRITING THAT THE DESIGN CHARACTERISTICS OF THE ITEMS THEY WILL BE SUBMITTING FOR BOD COMPLIANCE REVIEW MEETS OR EXCEEDS THE DESIGN INTENT AND PERFORMANCE REQUIREMENTS AS DESIGNED, DETAILED AND SPECIFIED. STEP 3: CONTRACTORS PREPARE DETAILED COMPARISONS 1. THE REQUESTING CONTRACTOR SHALL PREPARE AND PROVIDE TO THE GENERAL/PRIME CONTRACTOR A FULL LINE ITEM, SIDE-BY-SIDE COMPARISON THE REQUESTING CONTRACTOR SHALL PREPARE AND PROVIDE TO THE GENERAL/PRIME CONTRACTOR A FULL LINE ITEM, SIDE-BY-SIDE COMPARISON LISTING SPREAD SHEET OF ALL BOD DESIGN AND MANUFACTURED CHARACTERISTICS VERSUS THE SAME FOR THE EQUIVALENT SUBSTITUTION BEING PROPOSED. 2. ALL EQUIPMENT, MATERIALS OR ASSEMBLY EQUIVALENT SUBSTITUTIONS SHALL BE PROVIDED ON A CONTRACTOR PREPARED ITEMIZED LISTING PER ALL EQUIPMENT, MATERIALS OR ASSEMBLY EQUIVALENT SUBSTITUTIONS SHALL BE PROVIDED ON A CONTRACTOR PREPARED ITEMIZED LISTING PER EACH REQUESTED SUBSTITUTION WITH A FULL AND DETAILED COMPARATIVE DESCRIPTION OF ALL SPECIFICATIONS, PERFORMANCE CHARACTERISTICS, CAPACITIES, WEIGHT, DIMENSIONAL LOGISTICS AND KNOWN IMPACTS, DEPARTURES, ALTERATIONS OR ADJUSTMENTS FROM THE ORIGINAL BOD. 3. CONTRACTOR SHALL UTILIZE THE ORIGINAL MANUFACTURER’S PUBLISHED SPECIFICATIONS AND PRODUCT DATA SHEETS ALONG WITH ANY ADDITIONAL CONTRACTOR SHALL UTILIZE THE ORIGINAL MANUFACTURER’S PUBLISHED SPECIFICATIONS AND PRODUCT DATA SHEETS ALONG WITH ANY ADDITIONAL S PUBLISHED SPECIFICATIONS AND PRODUCT DATA SHEETS ALONG WITH ANY ADDITIONAL CHARACTERISTICS AND PERFORMANCE CRITERIA REQUIRED AND SPECIFIED IN THE CONSTRUCTION DOCUMENTS AS THE BASIS FOR THE DEVELOPMENT OF THE LINE BY LINE COMPARISON CRITERIA SPREAD SHEET. STEP 4: CONTRACTORS IDENTIFY RELATED IMPACTS 1. THE REQUESTING CONTRACTOR SHALL BE RESPONSIBLE TO FULLY IDENTIFY AND DOCUMENT ALL PROPOSED EQUIVALENT SUBSTITUTION CAUSED THE REQUESTING CONTRACTOR SHALL BE RESPONSIBLE TO FULLY IDENTIFY AND DOCUMENT ALL PROPOSED EQUIVALENT SUBSTITUTION CAUSED IMPACTS, DEPARTURES, ALTERATIONS OR ADJUSTMENTS REQUIRED FROM THE ORIGINAL BOD REQUIREMENTS WITH THE GENERAL/PRIME CONTRACTOR AS WELL AS ALL AFFECTED CONTRACTORS. 2. SEE THE DETAILED PROTOCOL REQUIREMENTS FOR THE EXTENT OF RESPONSIBILITIES AND DOCUMENTATION REQUIRED FOR THIS CRITICAL ITEM. SEE THE DETAILED PROTOCOL REQUIREMENTS FOR THE EXTENT OF RESPONSIBILITIES AND DOCUMENTATION REQUIRED FOR THIS CRITICAL ITEM. STEP 5: CONTRACTOR'S DOCUMENTATION TO GENERAL/PRIME CONTRACTOR 1. CONTRACTORS SHALL COORDINATE WITH THE GENERAL/PRIME CONTRACTOR AS TO THE SPECIFIC DATE THAT EACH IS REQUIRED FOR THE COMPLETION CONTRACTORS SHALL COORDINATE WITH THE GENERAL/PRIME CONTRACTOR AS TO THE SPECIFIC DATE THAT EACH IS REQUIRED FOR THE COMPLETION OF THEIR EQUIVALENT SUBSTITUTION SUBMISSION REQUEST DOCUMENTATION AND DELIVERY OF THE COMPLETED PACKAGE(S) TO THEM. 2. CONTRACTORS SHALL FULLY COORDINATE THEIR PREPARATION OF ALL REQUIRED DOCUMENTATION AND EQUIVALENCY SUBSTITUTION REQUIREMENTS CONTRACTORS SHALL FULLY COORDINATE THEIR PREPARATION OF ALL REQUIRED DOCUMENTATION AND EQUIVALENCY SUBSTITUTION REQUIREMENTS WITH THE GENERAL/PRIME CONTRACTOR IN ORDER TO ADDRESS ANY AND ALL IMPACTS ON THE PROJECT SCHEDULE AS WELL AS PERFORMING THEIR REQUIRED FORMALIZED REQUEST FOR EQUIVALENCY SUBSTITUTION SUBMISSION. 3. ALL EQUIVALENT SUBSTITUTION REQUESTS ALONG WITH THEIR REQUIRED SUBMISSION REQUEST DOCUMENTATION SHALL BE DELIVERED TO THE ALL EQUIVALENT SUBSTITUTION REQUESTS ALONG WITH THEIR REQUIRED SUBMISSION REQUEST DOCUMENTATION SHALL BE DELIVERED TO THE GENERAL/PRIME CONTRACTOR AS REQUIRED BY SAME IN TIME FOR THE GC’S FIRST SUBMISSION OF THE PROPOSED PROJECT CONSTRUCTION S FIRST SUBMISSION OF THE PROPOSED PROJECT CONSTRUCTION SCHEDULE BEING SUBMITTED TO THE GOVERNMENT FOR REVIEW. STEP 6: GENERAL/PRIME CONTRACTOR RESPONSIBLE FOR COORDINATION 1. THE GENERAL/PRIME CONTRACTOR SHALL BE RESPONSIBLE TO FULLY IDENTIFY, DOCUMENT, MAKE SUBMISSIONS, TRACK, COORDINATE, OBTAIN THE GENERAL/PRIME CONTRACTOR SHALL BE RESPONSIBLE TO FULLY IDENTIFY, DOCUMENT, MAKE SUBMISSIONS, TRACK, COORDINATE, OBTAIN CONTRACTING OFFICER (CO) APPROVALS AND INCLUDE THE COST OF ALL SUCH EQUIVALENT SUBSTITUTION, WORK IN THEIR COST OF CONSTRUCTION AS WELL AS ALLOWED FOR WITHIN THEIR PROJECT SCHEDULE. 2. THE GENERAL/PRIME CONTRACTOR HAVING BEEN MADE FULLY AWARE OF POTENTIAL EQUIVALENCY SUBSTITUTIONS AND IMPACTS DURING THE BIDDING THE GENERAL/PRIME CONTRACTOR HAVING BEEN MADE FULLY AWARE OF POTENTIAL EQUIVALENCY SUBSTITUTIONS AND IMPACTS DURING THE BIDDING PROCESS SHALL INCLUDE AND DOCUMENT THIS BOD PROCESS IN THEIR DETAILED PROJECT SCHEDULE ALLOWING A SEPARATE TASK ITEM TIMELINE FOR EACH WITH CRITICAL DATES AND PERFORMANCE TARGETS IDENTIFIED AND TRACKED. 3. THE GENERAL/PRIME CONTRACTOR SHORTLY AFTER CONTRACT AWARD AND EXECUTION SHALL NOTIFY AND COORDINATE WITH THE VA/COR, ALL SUCH THE GENERAL/PRIME CONTRACTOR SHORTLY AFTER CONTRACT AWARD AND EXECUTION SHALL NOTIFY AND COORDINATE WITH THE VA/COR, ALL SUCH KNOWN EQUIVALENT SUBSTITUTION REQUESTS ALONG WITH ALL POSSIBLE IMPACTS FROM THE SPECIFIC BOD REQUIREMENTS PROVIDED IN THE DRAWINGS AND SPECIFICATIONS. 4. ALL SUCH IMPACTS, DEPARTURES, ALTERATIONS OR ADJUSTMENTS REQUIRED TO ELEMENTS OF WORK WILL BE FULLY IDENTIFIED, DOCUMENTED AND ALL SUCH IMPACTS, DEPARTURES, ALTERATIONS OR ADJUSTMENTS REQUIRED TO ELEMENTS OF WORK WILL BE FULLY IDENTIFIED, DOCUMENTED AND SUBMITTED TO THE VA/COR FOR REVIEW, EVALUATION AND DIRECTION(S) ON HOW TO PROCEED. 5. THE GENERAL/PRIME CONTRACTOR WILL ALSO BE RESPONSIBLE TO FULLY IDENTIFY AND COORDINATE ALL EQUIVALENCY SUBSTITUTION IMPACTS WITH THE GENERAL/PRIME CONTRACTOR WILL ALSO BE RESPONSIBLE TO FULLY IDENTIFY AND COORDINATE ALL EQUIVALENCY SUBSTITUTION IMPACTS WITH ALL AFFECTED CONTRACTORS AND TRADES TO BE SURE THAT ALL SUCH WORK IS INCLUDED IN THEIR SCOPE OF WORK. STEP 7: TRACKING LIST OF PROPOSED EQUIVALENT SUBSTITUTIONS AND IMPACTS 1. THE SUCCESSFUL GENERAL/PRIME CONTRACTOR SHALL PREPARE A COMPLETE MASTER LISTING, BY SPECIFICATION AND/OR DRAWING SECTIONS, OF THE SUCCESSFUL GENERAL/PRIME CONTRACTOR SHALL PREPARE A COMPLETE MASTER LISTING, BY SPECIFICATION AND/OR DRAWING SECTIONS, OF ALL PROPOSED EQUIVALENT SUBSTITUTION REQUESTS. 2. THIS MASTER LISTING WILL CONSIST OF A SUMMARY DESCRIPTION OF EACH REQUEST ALONG WITH A BULLET POINT LISTING OF THE MAJOR IMPACTS, THIS MASTER LISTING WILL CONSIST OF A SUMMARY DESCRIPTION OF EACH REQUEST ALONG WITH A BULLET POINT LISTING OF THE MAJOR IMPACTS, DEPARTURES, ALTERATIONS AND ADJUSTMENTS REQUIRED RESULTING FROM IT. 3. THIS DOCUMENT WILL BE PREPARED AS A SPREAD SHEET AND UTILIZED AS A TRACKING TOOL FOR DOCUMENTING ALL SIGNIFICANT ASSOCIATED THIS DOCUMENT WILL BE PREPARED AS A SPREAD SHEET AND UTILIZED AS A TRACKING TOOL FOR DOCUMENTING ALL SIGNIFICANT ASSOCIATED DATES, ACTION ITEMS, CURRENT STATUS, REJECTIONS, RESUBMISSIONS, APPROVALS AND ADDITIONAL PERTINENT ISSUES AND ITEMS TO BE RECORDED AND TRACKED AS REQUIRED BY THE VA/COR. STEP 8: TRACKING LIST OF PROPOSED EQUIVALENT SUBSTITUTIONS AND IMPACTS 1. THE SUCCESSFUL GENERAL/PRIME CONTRACTOR SHALL SUBMIT TO THE VA/COR FOR PRELIMINARY REVIEW A MASTER SUMMARY LISTING OF ALL THE SUCCESSFUL GENERAL/PRIME CONTRACTOR SHALL SUBMIT TO THE VA/COR FOR PRELIMINARY REVIEW A MASTER SUMMARY LISTING OF ALL EQUIVALENT SUBSTITUTION REQUESTS WITH ANY/ALL IMPACTS IDENTIFIED A MINIMUM OF TWO WEEKS PRIOR TO THE FIRST SUBMISSION OF THEIR PROJECTED PROJECT SCHEDULE. 2. A SEPARATE FULLY DETAILED SUBMISSION DOCUMENTATION PACKAGE SHALL BE PREPARED FOR EACH SUBSTITUTION REQUEST AND WILL CONSIST OF A SEPARATE FULLY DETAILED SUBMISSION DOCUMENTATION PACKAGE SHALL BE PREPARED FOR EACH SUBSTITUTION REQUEST AND WILL CONSIST OF STEPS NUMBER 2, 3, 4 & 5 ALONG WITH ANY ADDITIONAL PERTINENT INFORMATION DEEMED NECESSARY SUCH AS SKETCHES, DETAILED DRAWINGS, ENGINEERING DESIGN AND CALCULATIONS, MORE DETAILED DESCRIPTIONS, ETC. THIS SUBMISSION DOCUMENTATION PACKAGE SHALL BE SUBMITTED WITH THE FIRST SUBMISSION OF THEIR PROJECTED PROJECT SCHEDULE TO THE VA/COR. STEP 9: VA REVIEW AND ACTION NOTIFICATION 1. THE VA/COR SHALL REVIEW EACH SUBSTITUTION REQUEST PACKAGE AND TAKE SUCH ACTION AS DEEMED NECESSARY ON EACH. SUCH ACTION THE VA/COR SHALL REVIEW EACH SUBSTITUTION REQUEST PACKAGE AND TAKE SUCH ACTION AS DEEMED NECESSARY ON EACH. SUCH ACTION COULD CONSIST OF REJECTION, APPROVAL OR DIRECTION ON PROVIDING MORE DETAILED INFORMATION AND/OR CLARIFICATION(S) ON EACH SUBMISSION AND/OR EACH IMPACT. 2. AS PART OF THE VA’S REVIEW PROCESS THE A/E WILL ALSO BE INCLUDED IN A SIMILAR FASHION TO THE SHOP DRAWING REVIEW PROCESS AND AS PART OF THE VA’S REVIEW PROCESS THE A/E WILL ALSO BE INCLUDED IN A SIMILAR FASHION TO THE SHOP DRAWING REVIEW PROCESS AND S REVIEW PROCESS THE A/E WILL ALSO BE INCLUDED IN A SIMILAR FASHION TO THE SHOP DRAWING REVIEW PROCESS AND SHALL CONSULT WITH THE VA/COR AND PROVIDE A RECOMMENDATION FOR THE VA’S CONSIDERATION. S CONSIDERATION. 3. THE A/E WILL REJECT IMMEDIATELY WITHOUT REVIEWING ANY SUBMITTAL THAT IS DEEMED INCOMPLETE AND NOT IN COMPLIANCE WITH THE BOD THE A/E WILL REJECT IMMEDIATELY WITHOUT REVIEWING ANY SUBMITTAL THAT IS DEEMED INCOMPLETE AND NOT IN COMPLIANCE WITH THE BOD PROTOCOLS COMPLIANCE REQUIREMENTS. 4. IT SHOULD BE NOTED THAT IT IS NOT THE VA’S OR THE A/E’S RESPONSIBILITY TO RESEARCH, DOCUMENT AND PROVE EQUIVALENCY, THAT IS THE IT SHOULD BE NOTED THAT IT IS NOT THE VA’S OR THE A/E’S RESPONSIBILITY TO RESEARCH, DOCUMENT AND PROVE EQUIVALENCY, THAT IS THE S OR THE A/E’S RESPONSIBILITY TO RESEARCH, DOCUMENT AND PROVE EQUIVALENCY, THAT IS THE S RESPONSIBILITY TO RESEARCH, DOCUMENT AND PROVE EQUIVALENCY, THAT IS THE REQUESTING/SUBMITTING CONTRACTOR’S RESPONSIBILITY AS PER THESE PROTOCOLS. THE A/E’S RESPONSIBILITY IS TO REVIEW AND ANALYZE THE S RESPONSIBILITY AS PER THESE PROTOCOLS.