ATTACHMENT 2 - Drawings 1 of 2.pdf

PDF 9 MB Posted Apr 7, 2022

Attached to: Y1AZ--EHRM Training and Administrative Support Space Construction - St. Cloud Federal contract opportunity
Solicitation number: 36C77622B0026
Issued by: Department of Veterans Affairs Technology Acquisition Center Austin

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation seeks a general contractor to renovate the EHRM Training Room and Administrative Support Space at the St. Cloud VAMC. Work includes general construction, alterations, removal of existing structures, millwork, permanently mounted equipment, interior finishes, and other items. The Department of Veterans Affairs Technology Acquisition Center Austin is the contracting agency. The solicitation does not specify pricing terms, response dates, set asides, or incumbents.

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Other files for this federal contract opportunity

Other files attached to Y1AZ--EHRM Training and Administrative Support Space Construction - St. Cloud, newest first.
File	Type	Posted
Response 15 - 23 09 23 Direct-Digital Control System for HVAC.pdf	PDF	May 24, 2022
Response 43 - B-04 EHRM-HA101.pdf	PDF	May 24, 2022
Response 43 - DSCF2239.pdf	PDF	May 24, 2022
Response 45 - GC100 Supplement.pdf	PDF	May 24, 2022
36C77622B0026 0003.pdf	PDF	May 24, 2022
Response 2 - 21 08 00 Commissioning of Fire Suppression Systems.pdf	PDF	May 24, 2022
Response 29 - 21 13 13 Wet-Pipe Sprinkler Systems Revised.pdf	PDF	May 24, 2022
Response 29 - FX-101 Revised.pdf	PDF	May 24, 2022
Response 45 - GI000 Supplement.pdf	PDF	May 24, 2022
Technical Questions - FINAL - St. Cloud 5-23-22.pdf	PDF	May 24, 2022
Response 29 - EF101A.pdf	PDF	May 24, 2022
Response 46 - ELPD 101.pdf	PDF	May 24, 2022
Response 17 - 01 45 29 Testing Laboratory Services Revised.pdf	PDF	May 24, 2022
36C77622B0026 0002.pdf	PDF	May 12, 2022
36C77622B0026 0001.pdf	PDF	Apr 20, 2022
Site Visit Sign-In Sheet 4-19-22.pdf	PDF	Apr 20, 2022
ATTACHMENT 8 - Construction Wage Rates - Stearns 4-1-22.pdf	PDF	Apr 20, 2022
ATTACHMENT 1 - Specifications.pdf	PDF	Apr 7, 2022
ATTACHMENT 7 - Limitations on Subcontracting - Construction.docx	DOCX document	Apr 7, 2022
ATTACHMENT 8 - Construction Wage Rates - Stearns 2-25-22.pdf	PDF	Apr 7, 2022
ATTACHMENT 10 - Site Visit Instructions.pdf	PDF	Apr 7, 2022
36C77622B0026 - 4-7-22.pdf	PDF	Apr 7, 2022
ATTACHMENT 4 - Brand Name Justification - St. Cloud.pdf	PDF	Apr 7, 2022
ATTACHMENT 6 - COVID-19 Safety Protocols 12-14-21.pdf	PDF	Apr 7, 2022
ATTACHMENT 9 - Contractor Safety - Environmental Form.docx	DOCX document	Apr 7, 2022
ATTACHMENT 3 - Drawings 2 of 2.pdf	PDF	Apr 7, 2022
ATTACHMENT 5 - Contractor Core Work Hours.pdf	PDF	Apr 7, 2022

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SAUK RIVER

TRANSFER

SWITCH

CAPACITOR

BANK (3)

SWITCH

(2)

15KV

MAIN

BATT

35 KV

15 KV

TRANSFORMER

35KV

FUSED

SWITCH

METER 35KV

SWITCH

TRANSFER

SWITCH

CAPACITOR

BANK (3)

SWITCH

(2) 15KV

MAIN

BATT 35 KV

15 KV

TRANSFORMER

35KV

FUSED

SWITCH

METER 35KV

SWITCH

GRAVEL

EXISTING

ROAD

CHAIN LINK FENCE

16' GATE

GRAVEL

NEW 6' CHAIN LINK FENCE

VESTIBULE

16"

20"

12"

SIGNSIGN

TP TP

ILE

.33

LINK TO

BUILDING 51

PASS

THROUGH

SOUTH

VESTIBULE

CORRIDOR LINK

ARCHITECT OF RECORD:

ST. CLOUD VA HEALTH CARE SYSTEM

PROJECT TITLE:

EHRM TRAINING +

ADMINISTRATIVE SPACE SUPPORT

BUILDING NUMBER:

BANCROFT ARCHITECTS + ENGINEERS

CONTRACT NUMBER: 36C263-19-D-0022

TASK ORDER NUMBER: 36C77621N1993

STATION PROJECT NUMBER: 656-21-236

BAE PROJECT NUMBER: 18-116

PROJECT NUMBERS:

V U.S. Department of Veterans AffairsA

PROJECT LOCATION:

MAIN CAMPUS, ST. CLOUD, MINNESOTA

CONSTRUCTION BID DOCUMENTS

SEPTEMBER 17, 2021

700 NICHOLAS BLVD. SUITE 300

ELK GROVE VILLAGE, ILLINOIS 60007

NTS

PROJECT LOCATION

CONSULTANTS:

ARCHITECTURE STRUCTURAL ELECTRICALMECHANICAL & PLUMBING

PROFESSIONAL SEALS:

DTBDA

GENERAL CONDITIONS:

1. ALL DIMENSIONS ON DRAWINGS ARE APPROXIMATE; DRAWINGS ARE NOT TO BE SCALED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND PHYSICAL DIMENSIONS THAT

INFLUENCE THE CONSTRUCTION AREA.

2. IT IS RECOMMENDED THAT CONTRACTORS VISIT THE PROPOSED CONSTRUCTION SITE PRIOR TO

SUBMITTING THEIR BIDS AND THEY ARE ENCOURAGED TO DO SO.

3. CONTRACTOR SHALL ADHERE STRICTLY TO STATE AND FEDERAL OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION ( OSHA ) STANDARDS.

4. CONTRACTOR SHALL PARK ONLY IN THE DESIGNATED PARKING AREAS AND ARE NOT TO PARK ON THE

LAWN AREAS; THE ONLY EXCEPTION IS TO LOAD OR UNLOAD SUPPLIES OR EQUIPMENT.

5. CONTRACTOR IS RESPONSIBLE FOR THE SAFEGUARDING OF THEIR TOOLS AND EQUIPMENT. ALL TOOLS AND EQUIPMENT ARE NOT TO BE LEFT UNATTENDED AND ARE TO BE SECURED AT ALL TIMES WHEN THE CONTRACTOR IS NOT PRESENT, OR THE CONSTRUCTION SITE IS NOT SUPERVISED BY THE CONTRACTOR.

6. ALL VA PROPERTY IS TO BE SAFEGUARDED FROM DAMAGE. ANY DAMAGED VA PROPERTY IS TO BE RESTORED TO ORIGINAL CONDITION PRIOR TO DAMAGE OR REPLACED COMPLETELY. THIS INCLUDES

INSTALLATION, LABOR, AND PROCUREMENT EXPENSES.

7. ALL DEMOLISHED MATERIAL BECOMES THE PROPERTY AND THE RESPONSIBILITY OF THE CONTRACTOR WITH THE EXCEPTION OF SPECIFIED ITEMS DESIGNATED EITHER IN THE PLANS OR VERBALLY REQUESTED

BY THE COR TO BE RETAINED BY THE VA.

8. OFFSITE DISPOSAL OF THE DEMOLISHED ITEMS IS THE RESPONSIBILITY OF THE CONTRACTOR.

9. CONTRACTOR MUST CONTROL DEMOLITION AND CONSTRUCTION DUST FROM FACILITY BY ERECTING A DUST BARRIER AND VENTILATION WITH HEPA FILTERS. IF VENTING TO OUTSIDE, THE CONTRACTOR WILL INSURE NEGATIVE AIR PRESSURE IS MAINTAINED IN ENCAPSULATED WORK AREA. WHEN TRANSPORTING

DEBRIS, WET DOWN SUFFICIENTLY TO PREVENT DUST SPREADING.

10. IF SCAFFOLDING IS USED, IT MUST BE USED IN ACCORDANCE WITH (OSHA) REGULATIONS AND IS TO BE

ENCLOSED FOR THE FIRST EIGHT FEET ABOVE GROUND AT END OF EACH WORKING DAY, UNTIL

DISMANTLED. LADDERS MUST BE REMOVED AND LOCKED UP AT THE END OF EACH WORKING DAY TO

PREVENT UNAUTHORIZED PERSONS FROM HAVING ACCESS.

11. CLEAN ALL DEBRIS FROM CONSTRUCTION SITE TO THE SATISFACTION OF THE COR.

12. CONTRACTOR IS RESPONSIBLE FOR ERECTING A BARRIER AROUND WORK SITE TO PREVENT PATIENTS, STAFF AND VISITORS FROM ENTERING CONSTRUCTION SITE. THIS FENCE MAY BE A PLASTIC SNOW FENCE.

COORDINATE CONSTRUCTION MATERIALS AND LOCATION OF FENCE WITH COR.

13. CONTRACTOR IS RESPONSIBLE FOR REPAIRING AND REPLACING ANY DAMAGED LAWN. THE RESTORATION WILL BE PERFORMED BY A LANDSCAPE CONTRACTOR THAT REGULARLY DOES SODDING AS PART OF THEIR BUSINESS. ALL DAMAGED LAWN WILL BE OVERCUT BY 6" OR MORE TO ACCOMODATE FULL WIDTH ROLLS OF SOD. TOP SOIL TO BE TILLED AND GRADED TO A SMOOTH MATCHING GRADE OF UNDAMAGED LAWN. SOD TO BE THOROUGHLY SATURATED WITH WATER UPON PLACEMENT. THE CONTRACTOR IS RESPONSIBLE FOR

WATERING NEW SOD UNTIL PROJECT ACCEPTANCE BY THE COR.

14. ACCESS TO ALL BUILDINGS AND PARKING AREAS MUST BE MAINTAINED THROUGHOUT THE PROJECT.

15. CONTRACTORS ARE TO COORDINATE ALL WORK WITH THE CONTRACTING OFFICERS REPRESENTATIVE.

(C.O.R.)

656-21-236

09/17/2021EHRM TRAINING +

ADMINISTRATIVE SUPPORT

SPACE

www. bancroft-ae.com

BAE PROJECT NO. 18-116

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

ARCHITECT/ENGINEER OF RECORD

1 ST. CLOUD VAHCS

ST. CLOUD, MN 56303

SCHEMATIC DESIGN (SD - 35%) 04/29/2021

2 DESIGN DEVELOPMENT (DD - 65%) 05/11/2021

3 CONSTRUCTION DOCUMENTS (CD - 95%) 05/24/2021

4 CONSTRUCTION DOCUMENTS (CD - 100%) 06/03/2021

5 CONSTRUCTION BID DOCUMENTS 09/17/2021

STRUCTURAL:

JOHNSON WILBUR ADAMS, INC.

330 S. NAPERVILLE ROAD, SUITE 300

WHEATON, ILLINOIS 60187

FIRE PROTECTION AND LIFE SAFETY CODE:

FP&C CONSULTANTS

1330 BURLINGTON STREET, SUITE 200

NORTH KANSAS CITY, MO 64116

ENVIRONMENTAL:

INSTITUTE FOR ENVIRONMENTAL ASSESSMENT

9201 W. BROADWAY, #600

BROOKLYN PARK, MN 55445

AutoCAD SHX Text

TO 8TH ST WEST ONLY

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TO 8TH ST EAST & WEST

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NSP ELECTRICAL

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FOR HWY DEPT

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HOLDING POND

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CHILLER

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AL LEHR

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BUILDING

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ELECTRICAL SUBSTATION

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WIND TURBINE LOCATION

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SMOKE BLDG

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GENERATOR

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FUEL LINES

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CONDUITS TO TUNNEL

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MV DUCT BANK

AutoCAD SHX Text 112W

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LOOP 1

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PHARMACY ADDITION

AutoCAD SHX Text 112E

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GENERATOR

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TRAIL 1

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WOOD DECK OVERLOOK

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CONC. BLOCKS PATIO

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SAUK RIVER WATERS EDGE 12/13/2012 ELEV. = 1027.6

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CHAINLINK FENCED AREA WITH PUMPING EQUIPMENT

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CONCRETE SIDEWALK

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RECTANGULAR CONC. TUNNEL FOR IRRIGATION SUPPLY

AutoCAD SHX Text

IRRIGATION SUPPLY PIPES

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WOOD DECK OVERLOOK

AutoCAD SHX Text

CONC. BLOCKS PATIO

AutoCAD SHX Text

SAUK RIVER WATERS EDGE 12/13/2012 ELEV. = 1027.6

AutoCAD SHX Text

CHAINLINK FENCED AREA WITH PUMPING EQUIPMENT

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

RECTANGULAR CONC. TUNNEL FOR IRRIGATION SUPPLY

AutoCAD SHX Text

IRRIGATION SUPPLY PIPES

AutoCAD SHX Text

WOOD DECK OVERLOOK

AutoCAD SHX Text

CONC. BLOCKS PATIO

AutoCAD SHX Text

SAUK RIVER WATERS EDGE 12/13/2012 ELEV. = 1027.6

AutoCAD SHX Text

CHAINLINK FENCED AREA WITH PUMPING EQUIPMENT

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

RECTANGULAR CONC. TUNNEL FOR IRRIGATION SUPPLY

AutoCAD SHX Text

IRRIGATION SUPPLY PIPES

AutoCAD SHX Text

WOOD DECK OVERLOOK

AutoCAD SHX Text

CONC. BLOCKS PATIO

AutoCAD SHX Text

SAUK RIVER WATERS EDGE 12/13/2012 ELEV. = 1027.6

AutoCAD SHX Text

CHAINLINK FENCED AREA WITH PUMPING EQUIPMENT

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

RECTANGULAR CONC. TUNNEL FOR IRRIGATION SUPPLY

AutoCAD SHX Text

IRRIGATION SUPPLY PIPES

AutoCAD SHX Text

WOOD DECK OVERLOOK

AutoCAD SHX Text

CONC. BLOCKS PATIO

AutoCAD SHX Text

SAUK RIVER WATERS EDGE 12/13/2012 ELEV. = 1027.6

AutoCAD SHX Text

CHAINLINK FENCED AREA WITH PUMPING EQUIPMENT

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

RECTANGULAR CONC. TUNNEL FOR IRRIGATION SUPPLY

AutoCAD SHX Text

IRRIGATION SUPPLY PIPES

AutoCAD SHX Text

WOOD DECK OVERLOOK

AutoCAD SHX Text

CONC. BLOCKS PATIO

AutoCAD SHX Text

SAUK RIVER WATERS EDGE 12/13/2012 ELEV. = 1027.6

AutoCAD SHX Text

CHAINLINK FENCED AREA WITH PUMPING EQUIPMENT

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

RECTANGULAR CONC. TUNNEL FOR IRRIGATION SUPPLY

AutoCAD SHX Text

IRRIGATION SUPPLY PIPES

AutoCAD SHX Text

WOOD DECK OVERLOOK

AutoCAD SHX Text

CONC. BLOCKS PATIO

AutoCAD SHX Text

SAUK RIVER WATERS EDGE 12/13/2012 ELEV. = 1027.6

AutoCAD SHX Text

CHAINLINK FENCED AREA WITH PUMPING EQUIPMENT

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

RECTANGULAR CONC. TUNNEL FOR IRRIGATION SUPPLY

AutoCAD SHX Text

IRRIGATION SUPPLY PIPES

AutoCAD SHX Text

WOOD DECK OVERLOOK

AutoCAD SHX Text

CONC. BLOCKS PATIO

AutoCAD SHX Text

SAUK RIVER WATERS EDGE 12/13/2012 ELEV. = 1027.6

AutoCAD SHX Text

CHAINLINK FENCED AREA WITH PUMPING EQUIPMENT

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

RECTANGULAR CONC. TUNNEL FOR IRRIGATION SUPPLY

AutoCAD SHX Text

IRRIGATION SUPPLY PIPES

AutoCAD SHX Text

TOP OF ROCK WALL

AutoCAD SHX Text

ELEV. = 1049.7+/-

AutoCAD SHX Text

TOP OF ROCK WALL

AutoCAD SHX Text

ELEV. = 1049.7+/-

AutoCAD SHX Text

3" STEEL RAILING

AutoCAD SHX Text

3" STEEL RAILING

AutoCAD SHX Text

TOP OF WALL ELEV. = 1040.7+/-

AutoCAD SHX Text

TOP OF WALL ELEV. = 1040.5+/-

AutoCAD SHX Text

SHELF OR BENCH AREA

AutoCAD SHX Text

SHELF OR BENCH AREA

AutoCAD SHX Text

TOP OF ROCK WALL

AutoCAD SHX Text

ELEV. = 1049.7+/-

AutoCAD SHX Text

TOP OF ROCK WALL

AutoCAD SHX Text

ELEV. = 1049.7+/-

AutoCAD SHX Text

3" STEEL RAILING

AutoCAD SHX Text

3" STEEL RAILING

AutoCAD SHX Text

TOP OF WALL ELEV. = 1040.7+/-

AutoCAD SHX Text

TOP OF WALL ELEV. = 1040.5+/-

AutoCAD SHX Text

SHELF OR BENCH AREA

AutoCAD SHX Text

SHELF OR BENCH AREA

AutoCAD SHX Text

TOP OF ROCK WALL

AutoCAD SHX Text

ELEV. = 1049.7+/-

AutoCAD SHX Text

TOP OF ROCK WALL

AutoCAD SHX Text

ELEV. = 1049.7+/-

AutoCAD SHX Text

3" STEEL RAILING

AutoCAD SHX Text

3" STEEL RAILING

AutoCAD SHX Text

TOP OF WALL ELEV. = 1040.7+/-

AutoCAD SHX Text

TOP OF WALL ELEV. = 1040.5+/-

AutoCAD SHX Text

SHELF OR BENCH AREA

AutoCAD SHX Text

SHELF OR BENCH AREA

AutoCAD SHX Text

TOP OF ROCK WALL

AutoCAD SHX Text

ELEV. = 1049.7+/-

AutoCAD SHX Text

TOP OF ROCK WALL

AutoCAD SHX Text

ELEV. = 1049.7+/-

AutoCAD SHX Text

3" STEEL RAILING

AutoCAD SHX Text

3" STEEL RAILING

AutoCAD SHX Text

TOP OF WALL ELEV. = 1040.7+/-

AutoCAD SHX Text

TOP OF WALL ELEV. = 1040.5+/-

AutoCAD SHX Text

SHELF OR BENCH AREA

AutoCAD SHX Text

SHELF OR BENCH AREA

AutoCAD SHX Text

TOP OF ROCK WALL

AutoCAD SHX Text

ELEV. = 1049.7+/-

AutoCAD SHX Text

TOP OF ROCK WALL

AutoCAD SHX Text

ELEV. = 1049.7+/-

AutoCAD SHX Text

3" STEEL RAILING

AutoCAD SHX Text

3" STEEL RAILING

AutoCAD SHX Text

TOP OF WALL ELEV. = 1040.7+/-

AutoCAD SHX Text

TOP OF WALL ELEV. = 1040.5+/-

AutoCAD SHX Text

SHELF OR BENCH AREA

AutoCAD SHX Text

SHELF OR BENCH AREA

AutoCAD SHX Text

TOP OF ROCK WALL

AutoCAD SHX Text

ELEV. = 1049.7+/-

AutoCAD SHX Text

TOP OF ROCK WALL

AutoCAD SHX Text

ELEV. = 1049.7+/-

AutoCAD SHX Text

3" STEEL RAILING

AutoCAD SHX Text

3" STEEL RAILING

AutoCAD SHX Text

TOP OF WALL ELEV. = 1040.7+/-

AutoCAD SHX Text

TOP OF WALL ELEV. = 1040.5+/-

AutoCAD SHX Text

SHELF OR BENCH AREA

AutoCAD SHX Text

SHELF OR BENCH AREA

AutoCAD SHX Text

TOP OF ROCK WALL

AutoCAD SHX Text

ELEV. = 1049.7+/-

AutoCAD SHX Text

TOP OF ROCK WALL

AutoCAD SHX Text

ELEV. = 1049.7+/-

AutoCAD SHX Text

3" STEEL RAILING

AutoCAD SHX Text

3" STEEL RAILING

AutoCAD SHX Text

TOP OF WALL ELEV. = 1040.7+/-

AutoCAD SHX Text

TOP OF WALL ELEV. = 1040.5+/-

AutoCAD SHX Text

SHELF OR BENCH AREA

AutoCAD SHX Text

SHELF OR BENCH AREA

AutoCAD SHX Text

TOP OF ROCK WALL

AutoCAD SHX Text

ELEV. = 1049.7+/-

AutoCAD SHX Text

TOP OF ROCK WALL

AutoCAD SHX Text

ELEV. = 1049.7+/-

AutoCAD SHX Text

3" STEEL RAILING

AutoCAD SHX Text

3" STEEL RAILING

AutoCAD SHX Text

TOP OF WALL ELEV. = 1040.7+/-

AutoCAD SHX Text

TOP OF WALL ELEV. = 1040.5+/-

AutoCAD SHX Text

SHELF OR BENCH AREA

AutoCAD SHX Text

SHELF OR BENCH AREA

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VA BENCHMARK

AutoCAD SHX Text

BRASS DISC IN TOP OF ROCK WALL

AutoCAD SHX Text

ELEVATION = 1050.24

AutoCAD SHX Text

CHAINLINK SECURITY

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FENCE WITH GATE

AutoCAD SHX Text

GRANITE BLOCK

AutoCAD SHX Text

TERRACED AREA

AutoCAD SHX Text

SAUK RIVER

AutoCAD SHX Text

WATERS EDGE 12/13/2012

AutoCAD SHX Text

ELEV. = 1026.6

AutoCAD SHX Text

SAUK RIVER

AutoCAD SHX Text

WATERS EDGE 12/13/2012

AutoCAD SHX Text

ELEV. = 1026.6

AutoCAD SHX Text

16 GRANITE BLOCK STEPS

AutoCAD SHX Text

5 GRANITE BLOCK STEPS

AutoCAD SHX Text

GRANITE BLOCK

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

ELEV=1036.1+/-

AutoCAD SHX Text

GRANITE BLOCK

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

ELEV = 1039.0+/-

AutoCAD SHX Text

VA BENCHMARK

AutoCAD SHX Text

BRASS DISC IN TOP OF ROCK WALL

AutoCAD SHX Text

ELEVATION = 1050.24

AutoCAD SHX Text

CHAINLINK SECURITY

AutoCAD SHX Text

FENCE WITH GATE

AutoCAD SHX Text

GRANITE BLOCK

AutoCAD SHX Text

TERRACED AREA

AutoCAD SHX Text

SAUK RIVER

AutoCAD SHX Text

WATERS EDGE 12/13/2012

AutoCAD SHX Text

ELEV. = 1026.6

AutoCAD SHX Text

SAUK RIVER

AutoCAD SHX Text

WATERS EDGE 12/13/2012

AutoCAD SHX Text

ELEV. = 1026.6

AutoCAD SHX Text

16 GRANITE BLOCK STEPS

AutoCAD SHX Text

5 GRANITE BLOCK STEPS

AutoCAD SHX Text

GRANITE BLOCK

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

ELEV=1036.1+/-

AutoCAD SHX Text

GRANITE BLOCK

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

ELEV = 1039.0+/-

AutoCAD SHX Text

VA BENCHMARK

AutoCAD SHX Text

BRASS DISC IN TOP OF ROCK WALL

AutoCAD SHX Text

ELEVATION = 1050.24

AutoCAD SHX Text

CHAINLINK SECURITY

AutoCAD SHX Text

FENCE WITH GATE

AutoCAD SHX Text

GRANITE BLOCK

AutoCAD SHX Text

TERRACED AREA

AutoCAD SHX Text

SAUK RIVER

AutoCAD SHX Text

WATERS EDGE 12/13/2012

AutoCAD SHX Text

ELEV. = 1026.6

AutoCAD SHX Text

SAUK RIVER

AutoCAD SHX Text

WATERS EDGE 12/13/2012

AutoCAD SHX Text

ELEV. = 1026.6

AutoCAD SHX Text

16 GRANITE BLOCK STEPS

AutoCAD SHX Text

5 GRANITE BLOCK STEPS

AutoCAD SHX Text

GRANITE BLOCK

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

ELEV=1036.1+/-

AutoCAD SHX Text

GRANITE BLOCK

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

ELEV = 1039.0+/-

AutoCAD SHX Text

VA BENCHMARK

AutoCAD SHX Text

BRASS DISC IN TOP OF ROCK WALL

AutoCAD SHX Text

ELEVATION = 1050.24

AutoCAD SHX Text

CHAINLINK SECURITY

AutoCAD SHX Text

FENCE WITH GATE

AutoCAD SHX Text

GRANITE BLOCK

AutoCAD SHX Text

TERRACED AREA

AutoCAD SHX Text

SAUK RIVER

AutoCAD SHX Text

WATERS EDGE 12/13/2012

AutoCAD SHX Text

ELEV. = 1026.6

AutoCAD SHX Text

SAUK RIVER

AutoCAD SHX Text

WATERS EDGE 12/13/2012

AutoCAD SHX Text

ELEV. = 1026.6

AutoCAD SHX Text

16 GRANITE BLOCK STEPS

AutoCAD SHX Text

5 GRANITE BLOCK STEPS

AutoCAD SHX Text

GRANITE BLOCK

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

ELEV=1036.1+/-

AutoCAD SHX Text

GRANITE BLOCK

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

ELEV = 1039.0+/-

AutoCAD SHX Text

VA BENCHMARK

AutoCAD SHX Text

BRASS DISC IN TOP OF ROCK WALL

AutoCAD SHX Text

ELEVATION = 1050.24

AutoCAD SHX Text

CHAINLINK SECURITY

AutoCAD SHX Text

FENCE WITH GATE

AutoCAD SHX Text

GRANITE BLOCK

AutoCAD SHX Text

TERRACED AREA

AutoCAD SHX Text

SAUK RIVER

AutoCAD SHX Text

WATERS EDGE 12/13/2012

AutoCAD SHX Text

ELEV. = 1026.6

AutoCAD SHX Text

SAUK RIVER

AutoCAD SHX Text

WATERS EDGE 12/13/2012

AutoCAD SHX Text

ELEV. = 1026.6

AutoCAD SHX Text

16 GRANITE BLOCK STEPS

AutoCAD SHX Text

5 GRANITE BLOCK STEPS

AutoCAD SHX Text

GRANITE BLOCK

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

ELEV=1036.1+/-

AutoCAD SHX Text

GRANITE BLOCK

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

ELEV = 1039.0+/-

AutoCAD SHX Text

VA BENCHMARK

AutoCAD SHX Text

BRASS DISC IN TOP OF ROCK WALL

AutoCAD SHX Text

ELEVATION = 1050.24

AutoCAD SHX Text

CHAINLINK SECURITY

AutoCAD SHX Text

FENCE WITH GATE

AutoCAD SHX Text

GRANITE BLOCK

AutoCAD SHX Text

TERRACED AREA

AutoCAD SHX Text

SAUK RIVER

AutoCAD SHX Text

WATERS EDGE 12/13/2012

AutoCAD SHX Text

ELEV. = 1026.6

AutoCAD SHX Text

SAUK RIVER

AutoCAD SHX Text

WATERS EDGE 12/13/2012

AutoCAD SHX Text

ELEV. = 1026.6

AutoCAD SHX Text

16 GRANITE BLOCK STEPS

AutoCAD SHX Text

5 GRANITE BLOCK STEPS

AutoCAD SHX Text

GRANITE BLOCK

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

ELEV=1036.1+/-

AutoCAD SHX Text

GRANITE BLOCK

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

ELEV = 1039.0+/-

AutoCAD SHX Text

VA BENCHMARK

AutoCAD SHX Text

BRASS DISC IN TOP OF ROCK WALL

AutoCAD SHX Text

ELEVATION = 1050.24

AutoCAD SHX Text

CHAINLINK SECURITY

AutoCAD SHX Text

FENCE WITH GATE

AutoCAD SHX Text

GRANITE BLOCK

AutoCAD SHX Text

TERRACED AREA

AutoCAD SHX Text

SAUK RIVER

AutoCAD SHX Text

WATERS EDGE 12/13/2012

AutoCAD SHX Text

ELEV. = 1026.6

AutoCAD SHX Text

SAUK RIVER

AutoCAD SHX Text

WATERS EDGE 12/13/2012

AutoCAD SHX Text

ELEV. = 1026.6

AutoCAD SHX Text

16 GRANITE BLOCK STEPS

AutoCAD SHX Text

5 GRANITE BLOCK STEPS

AutoCAD SHX Text

GRANITE BLOCK

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

ELEV=1036.1+/-

AutoCAD SHX Text

GRANITE BLOCK

AutoCAD SHX Text

PLATFORM

AutoCAD SHX Text

ELEV = 1039.0+/-

AutoCAD SHX Text

VA BENCHMARK

AutoCAD SHX Text

BRASS DISC IN TOP OF ROCK WALL

AutoCAD SHX Text

ELEVATION = 1050.24

AutoCAD SHX Text

CHAINLINK SECURITY

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SAUK RIVER

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16 GRANITE BLOCK STEPS

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656-21-236

09/17/2021EHRM TRAINING +

ADMINISTRATIVE SUPPORT

SPACE

www. bancroft-ae.com

BAE PROJECT NO. 18-116

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

ARCHITECT/ENGINEER OF RECORD

1 ST. CLOUD VAHCS

ST. CLOUD, MN 56303

SCHEMATIC DESIGN (SD - 35%) 04/29/2021

2 DESIGN DEVELOPMENT (DD - 65%) 05/11/2021

3 CONSTRUCTION DOCUMENTS (CD - 95%) 05/24/2021

4 CONSTRUCTION DOCUMENTS (CD - 100%) 06/03/2021

5 CONSTRUCTION BID DOCUMENTS 09/17/2021

DTBDA

PDF Page Number Sheet Number Sheet Title SD DD CD BID

1 GI001 COVER SHEET

2 GI002 DRAWING INDEX

3 GI003 GENERAL PROJECT AND CODE DATA

4 GI004 GENERAL PROJECT NOTES

5 GI101 GENERAL LIFE SAFETY PLAN

6 GC100 GENERAL SITE STAGING PLAN

7 GC101 GENERAL PHASING PLANS

8 GC102 GENERAL INFECTION CONTROL RISK ASSESSMENT

9 GC103 GENERAL INFECTION CONTROL RISK ASSESMENT CLASS IV

HAZARDOUS MATERIALS

10 HA101 HAZARDOUS MATERIALS PLAN - ASBESTOS LEAD - FIRST LEVEL

STRUCTURAL

11 SF101 STRUCTURAL - OPERABLE PARTITION DETAILS

ARCHITECTURAL

12 A001 ARCHITECTURALABBREVIATIONS, SYMBOLS AND MOUNTING HEIGHTS

13 AD101 ARCHITECTURAL DEMOLITION FLOOR PLANS

14 ACD101 ARCHITECTURAL DEMOLITION REFLECTED CEILING PLAN

15 A101 ARCHITECTURAL FLOOR PLAN

16 A101.1 ARCHITECTURAL FLOOR PLAN - AREA 1

17 A101.2 ARCHITECTURAL FLOOR PLAN - AREA 2

18 AC101.1 ARCHITECTURAL REFLECTED CEILING PLAN - AREA 1

19 AC101.2 ARCHITECTURAL REFLECTED CEILING PLAN - AREA 2

20 A301 ARCHITECTURAL PARTITION TYPES + DETAILS

21 A401 ARCHITECTURAL INTERIOR ELEVATIONS

22 A402 ARCHITECTURAL INTERIOR ELEVATIONS

23 A501 ARCHITECTURAL DETAILS

24 A502 ARCHITECTURAL DETAILS

25 A601 ARCHITECTURAL DOOR SCHEDULE

26 AF101 ARCHITECTURAL FINISH PLAN

27 AF601 ARCHITECTURAL FINISH SCHEDULES

28 AW101 ARCHITECTURAL WAYFINDING (SIGNAGE) PLAN

29 AW601 WAYFINDING DETAILS

FIRE SUPPRESSION

30 FX101 FIRE SUPPRESSION PLAN

PLUMBING

31 P001 PLUMBING - GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

32 PD101 PLUMBING - DEMOLITION PLAN - FIRST FLOOR

33 P101 PLUMBING - DOMESTIC, SANITARY & VENT PLAN

34 P501 PLUMBING - DETAILS

35 P601 PLUMBING - SCHEDULES

MECHANICAL

36 M001 MECHANICAL - GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

37 MD101 MECHANICAL DEMOLITION PLAN - FIRST FLOOR

38 M101 MECHANICAL PLAN - FIRST FLOOR

39 M102 MECHANICAL - LOWER PENTHOUSE & ENLARGED MECH ROOM PLANS

40 M501 MECHANICAL - DETAILS

41 M502 MECHANICAL - DETAILS

42 M503 MECHANICAL - DETAILS

43 M601 MECHANICAL - SCHEDULES

44 M701 MECHANICAL - CONTROLS

45 M702 MECHANICAL - CONTROLS

ELECTRICAL

46 E001 ELECTRICAL- GENERAL NOTES

47 E002 ELECTRICAL- SYMBOLS AND ABBREVIATIONS

48 ELPD101 ELECTRICAL - LIGHTING AND POWER DEMO. PLAN-FIRST FLOOR

49 ETD101 ELECTRICAL - TECHNOLOGY DEMOLITION PLAN - FIRST FLOOR

50 EFD101 ELECTRICAL - FIRE ALARM AND FIRE PROTECTION DEMOLITION PLAN

51 ELP101 ELECTRICAL - LIGHTING AND POWER PLAN - FIRST FLOOR

52 ET101 ELECTRICAL - TECHNOLOGY PLAN - FIRST FLOOR

53 EF101 ELECTRICAL - FIRE ALARM AND FIRE PROTECTION PLAN

54 ED600 ELECTRICAL - PANEL DEMOLITION SCHEDULES

55 E600 ELECTRICAL - PANEL SCHEDULES

56 E601 ELECTRICAL - ELECTRICAL CLOSET ROOM 100A

57 E700 ELECTRICAL-ROOM LIGHTING SCHEMES

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DRAWING INDEX

09/17/2021EHRM TRAINING +

ADMINISTRATIVE SUPPORT

SPACE

www. bancroft-ae.com

BAE PROJECT NO. 18-116

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

ARCHITECT/ENGINEER OF RECORD

1 ST. CLOUD VAHCS

ST. CLOUD, MN 56303

SCHEMATIC DESIGN (SD - 35%) 04/29/2021

2 DESIGN DEVELOPMENT (DD - 65%) 05/11/2021

3 CONSTRUCTION DOCUMENTS (CD - 95%) 05/24/2021

4 CONSTRUCTION DOCUMENTS (CD - 100%) 06/03/2021

5 CONSTRUCTION BID DOCUMENTS 09/17/2021

ALL WORK SHALL COMPLY WITH THE MOST RECENTLY ADOPTED VERSIONS OF THE FOLLOWING CODES:

· VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD

STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL

INFORMATION LIBRARY (TIL) (WWW.CFM.VA.GOV/TIL/).

· INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN

VA DESIGN DOCUMENTS, SEE NOTES BELOW)

· NFPA 101 LIFE SAFETY CODE

· NFPA NATIONAL FIRE CODES, WITH THE EXCEPTION OF NFPA 5000 AND NFPA 900

· OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

· VA SEISMIC DESIGN REQUIREMENTS, H-18-8

· NATIONAL ELECTRICAL CODE (NEC)

· INTERNATIONAL PLUMBING CODE (IPC)

· SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF

MECHANICAL ENGINEERS (ASME) A 17.1.

· ASME BOILER AND PRESSURE VESSEL CODE

· ASME CODE FOR PRESSURE PIPING

· ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) INCLUDING

VA SUPPLEMENT, BARRIER FREE DESIGN GUIDE (PG-18-13)

· BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN

CONCRETE INSTITUTE AND COMMENTARY (ACI 318)

· MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN

SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, AMERICAN INSTITUTE OF

STEEL CONSTRUCTION (AISC)

· ENERGY POLICY ACT OF 2005 (EPACT)

· DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW

FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS

AND NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 AND 435.

· FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS:

MEMORANDUM OF UNDERSTANDING (MOU)

· EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL, ENERGY,

AND TRANSPORTATION MANAGEMENT.

· THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE

GENERAL REQUIREMENTS SECTION 01010 OF THE VA MASTER CONSTRUCTION

SPECIFICATION.

· VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1-

2004.

· SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15 –

2007.

NAME: CONSTRUCT PACT CLINIC BUILDING 4 FIRST FLOOR

BUILDING NUMBER: 4

ADDRESS: 4801 VETERANS DRIVE

ST. CLOUD, MN 56303

PROJECT DESCRIPTION: THE SCOPE OF WORK OF THIS PROJECT INCLUDES, BUT IS NOT

LIMITED TO, THE RENOVATION OF EXISTING SPACE TO CREATE

FLEXIBLE OFFICE SPACE FOR NUTRITION AND FOOD SERVICE STAFF

OWNER: US DEPARTMENT OF VETERANS AFFAIRS

ADDRESS: 4801 VETERANS DRIVE

ST. CLOUD, MN 56303

DESIGN PROFESSIONAL: BANCROFT ARCHITECTS + ENGINEERS

700 NICHOLAS BLVD., SUITE 300

ELK GROVE VILLAGE, IL 60007

NORMAL WORK SHIFT HOURS FOR THE ST CLOUD VA HEALTH CARE SYSTEM IS 8:00 AM UNTIL 4:30 PM

DAILY, MONDAY THROUGH FRIDAY, EXCLUDING FEDERAL HOLIDAYS.

1. CERTAIN WORK ITEMS AND CONSTRUCTION ACTIVITIES THAT CREATE NOISE, DUST,

VIBRATIONS AND THAT WOULD CREATE DISTURBANCES TO THE MEDICAL CENTER AND/OR ANY

OF THE ADJACENT OCCUPIED AREAS WILL NEED TO BE PERFORMED DURING PERIODS OF

AFTER HOURS/OFF-HOURS WORK. ITEMS THAT WILL REQUIRE AFTER HOURS ACTIVITIES SHALL

BE FULLY COORDINATED WITH VA COR PRIOR TO START OF CONSTRUCTION.

2. AFTER HOURS/OFF-HOURS OF OPERATION SHALL BE SCHEDULED FOR THE FOLLOWING DAYS

AND TIMES AS COORDINATED, SCHEDULED AND AUTHORIZED BY THE COR:

2.a. MONDAY THROUGH FRIDAY - 4:30 PM UNTIL 8:00 AM

2.b. WEEKENDS (AS ALLOWED) - TIMES TO BE DETERMINED WITH THE COR

3. THE FOLLOWING CONSTRUCTION ACTIVITIES SHALL BE CONSIDERED AFTERHOURS/OFF-HOURS

OPERATIONS:

3.a. THE MOVING OF CONSTRUCTION MATERIALS, EQUIPMENT, TOOLS AND/OR DEMOLITION

MATERIALS TO/FROM THE EXTERIOR TO INTERNAL AREAS OF WORK

3.b. ALL WORK IN THE ADJACENT OCCUPIED SPACES TO THE CURRENT STAGE/AREA OF

WORK

3.c. ALL WORK THAT WILL REQUIRE SYSTEM SHUTDOWNS

3.d. ALL CONCRETE OR METAL DECKING CORING, CUTTING OR DRILLING

3.e. THE APPROVED USE OF POWER ACTUATED FASTENERS

3.f. ALL WORK (DEMOLITION OR NEW) THAT WILL CAUSE IMPACT NOISE AND VIBRATIONS

THAT CAN BE HEARD OR FELT IN THE SURROUNDING ADJACENT OCCUPIED

SPACES/AREAS

4. CONTRACTOR MUST PARK WITHIN APPROVED CONSTRUCTION AREA OR AT DESIGNATED

AREAS AT FAR PORTIONS OF EXISTING CAMPUS PARKING LOTS. CAMPUS PARKING IS LIMITED

AND PRIORITY IS GIVEN TO PATIENTS AND STAFF.

5. WEEKEND AND HOLIDAY HOURS SHALL BE FROM 8:00 A.M. TO 4:00 P.M. COORDINATE WITH VA

COR PRIOR TO START OF CONSTRUCTION.

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO

COMMENCING WORK.

2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DIMENSIONS SHOWN ON THE

DRAWINGS. NOTIFY THE VA/COR OF ANY DISCREPANCY BEFORE STARTING WORK.

3. A SUCCESSFUL REVIEW OF SHOP DRAWINGS AND SUBMITTALS BY THE ARCHITECT/ENGINEER

DOES NOT RELIEVE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP

DRAWINGS BEFORE SUBMITTAL TO VA/COR. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE

FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS

THEY PERTAIN TO DETAILS AND GIVEN DIMENSIONS IN THE CONTRACT DOCUMENTS.

4. CONTRACTOR SHALL OBTAIN VA/COR WRITTEN APPROVAL PRIOR TO PROCEEDING WITH ANY

CHANGES FROM THE INFORMATION PROVIDED HEREIN.

PROJECT DATA

CONSTRUCTION CLASSIFICATION

OCCUPANCY CLASSIFICATION

TYPE III (200)

NEW BUSINESS OCCUPANCIES (NFPA 101)

SCOPE DESCRIPTION

AREA OF WORK

RENOVATION TO CREATE FLEXIBLE OFFICE SPACE FOR NUTRITION AND FOOD SERVICE STAFF.

PROJECT AREA APPROXIMATELY 4,778 SF.

EGRESS REQUIREMENTS

CORRIDORS REQUIRED FOR EXIT ACCESS

MINIMUM CLEAR WIDTH FOR DOORS IN THE

MEANS OF EGRESS

DEAD END CORRIDORS

COMMON PATH OF TRAVEL

36" (OCCUPANCIES LESS THAN 50)

44" (OCCUPANCIES MORE THAN 50)

32" NEW (28" EXISTING)

75' (NON-SPRINKLERED), 100' (SPRINKLERED)

7.3.3.1 38.2.3.2 7.2.1.2.3

38.2.6.2 38.2.5.3

TRAVEL DISTANCE BETWEEN ANY POINT IN A

ROOM AND EXIT

200', NON-SPRINKLERED

300', SPRINKLERED

38.2.6.2, 38.2.6.3

SECTIONNFPA 101, 2021

AREA SEPERATION REQUIREMENTS

SECTION 38.3.2NFPA 101, 2021

GENERAL STORAGE 1 HR FIRE BARRIER 8.7

MINIMUM CEILING HEIGHT 7'-6" 7.1.5.1

FIRE EXTINGUISHER REQUIREMENTS

TYPE A, ORDINARY HAZARD OCCUPANCYNFPA 10, 2021, TABLE 6.2.1.1

MINIMUM RATED SINGLE EXTINGUISHER 2-A, 2 1/2 GALLON

MAXIMUM FLOOR AREA PER UNIT OF A 1,500 SQ FT

MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER 75 FT

EXTINGUISHERS REQUIRED

EXTINGUISHERS PROVIDED 3

4, 778 SF / 1500 SF = 3.18 = 3

BUILDING DATA

APPLICABLE CODE

USE AND OCCUPANCY CLASSIFICATION

NFPA 101, 2021

CHAPTER 38 NEW HEALTH BUSINESS OCCUPANCIES

OCCUPANT LOAD BUSINESS USE:

150 SF PER OCCUPANT

4,377 SF / 150 = 29 OCCUPANTS

TABLE 7.3.1.2

FIRE RESISTIVE RATINGS

AUTOMATIC FIRE SUPRESSION RENOVATED AREA IN ACCORDANCE WITH NFPA 13

NFPA 220, TABLE 4.1.1

EXISTING BEARING WALLS

SUPPORTING MORE THAN ONE FLOOR, COLUMNS, OR OTHER BEARING WALLS

SUPPORTING ONE FLOOR ONLY, SUPPORTING A ROOF ONLY

INTERIOR BEARING WALLS

SUPPORTING MORE THAN ONE FLOOR, COLUMNS, OR OTHER BEARING WALLS

SUPPORTING ONE FLOOR ONLY, SUPPORTING A ROOF ONLY

COLUMNS

SUPPORTING MORE THAN ONE FLOOR, COLUMNS, OR OTHER BEARING WALLS

SUPPORTING ONE FLOOR ONLY, SUPPORTING A ROOF ONLY

BEAMS/GIRDERS/TRUSSES/ARCHES

SUPPORTING MORE THAN ONE FLOOR, COLUMNS, OR OTHER BEARING WALLS

SUPPORTING ONE FLOOR ONLY, SUPPORTING A ROOF ONLY

FLOOR/CEILING ASSEMBLIES

ROOF/CEILING ASSEMBLIES

EXTERIOR NON-BEARING WALLS

INTERIOR NON-BEARING WALLS

2 HRS

0 HRS

2 HRS

EGRESS CAPACITY .2" PER PERSON (LEVEL COMPONENTS) 7.3.3.1

INTERIOR FINISH INTERIOR FINISHES SHALL BE IN

ACCORDANCE WITH 10.2

20' (NON-SPRINKLERED), 50' (SPRINKLERED)

HIGH HAZARD CONTENTS AREA 1 HR FIRE BARRIER 38.3.2

DTBDA

GENERAL NOTES FOR CONTRACTORS: SEE ALL PROJECT GENERAL NOTES AND OTHER REQUIREMENTS

INCLUDING THE LIFE SAFETY AND INFECTION CONTROL WORK LOCATED WITHIN THE GENERAL

DRAWINGS SECTION. COMPLY WITH ALL REQUIREMENTS AS THEY ARE A DIRECT PART OF THIS SECTION

AS IF THEY WERE DIRECTLY INCLUDED AND PROVIDED HEREIN.

PROTECTION PROTOCOLS: VERIFY AND COORDINATE ALL PROTECTION REQUIREMENTS TO BE

PROVIDED FOR EACH SPECIFIC AREA OR LOCATION OF SCHEDULED WORK WITH THE VA/COR, BEFORE BEGINNING ANY WORK. WHEN PERFORMING DEMOLITION WORK IN ANY OCCUPIED SPACES FOLLOW THE “OCCUPIED AREAS PROTECTION PROTOCOLS” UNLESS MODIFIED IN WRITING BY THE VA/COR ON A

CASE BY CASE BASIS.

1. BEFORE BEGINNING ANY DEMOLITION WORK EACH CONTRACTOR AND DISCIPLINE SHALL PERFORM A FULL EXAMINATION OF ALL AREAS OF WORK AND FULLY VERIFY ALL EXISTING CONDITIONS ALONG WITH ALL OF THE AREAS OF WORK FOR ANY UNFORESEEN CONDITIONS OR DISCREPANCIES FROM

THE DOCUMENTATION THAT WOULD AFFECT THEIR WORK AND/OR THE WORK OF OTHERS. ANY

UNFORESEEN CONDITIONS OR DISCREPANCIES DISCOVERED ARE TO BE IMMEDIATELY IDENTIFIED

AND COORDINATED WITH THE GENERAL/PRIME CONTRACTOR WHO SHALL IN TURN DOCUMENT AND

PROMPTLY REPORT ANY SUCH CONDITIONS DIRECTLY TO THE VA/COR FOR DIRECTION ON HOW TO

PROCEED BEFORE ALLOWING ANY WORK TO BEGIN.

2. ALL REQUIRED DEMOLITION WORK IS NOT NECESSARY LIMITED TO WHAT IS ONLY SPECIFICALLY SHOWN OR DIRECTLY CALLED OUT ON THE DEMOLITION PLANS OR THAT IS ONLY SPECIFICALLY IDENTIFIED WITHIN THE DEMOLITION NOTES DESCRIPTIONS. THE INTENT OF THE DOCUMENTATION IS TO GENERALLY IDENTIFY THE MORE SPECIFIC MAJOR ELEMENTS OF WORK IN PLACE THAT SHALL

REQUIRE REMOVAL AND/OR REWORK IN ORDER TO ACCOMPLISH THE DESIGN INTENT OF THE

DOCUMENTS. THE FULL EXTENT OF DEMOLITION WORK COULD INCLUDE BUT NOT NECESSARILY BE LIMITED TO ALL AFFECTED LESSER ELEMENTS OF ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, MEDICAL GASES, FIRE PROTECTION SPRINKLER SYSTEMS AND ALL ELECTRICAL

SYSTEMS WORK INCLUDING HIGH AND LOW VOLTAGE POWER, COMMUNICATION SYSTEMS SUCH AS

CCTV, SECURITY, IT DATA, LIFE SAFETY, FIRE PROTECTION, NURSE CALL, PA, BAS CONTROLS

SYSTEMS, TEMPERATURE AND OTHERWISE, ETC.

3. ALL REQUIRED DEMOLITION WORK IS NECESSARY TO FACILITATE THE EXTENT OF BOTH THE NEW CONSTRUCTION WORK AS WELL AS TO FACILITATE THE REPLACEMENT, RELOCATION AND/OR THE

REWORKING OF THE EXISTING SYSTEMS. ANY REWORKING OF THE CURRENT ELEMENTS AND

COMPONENTS CURRENTLY NEEDING TO BE MODIFIED IN ORDER TO PROPERLY SUPPORT THE

COMPLETED PROJECT SHALL BE PROVIDED AS INTENDED TO CONFORM WITH THE ORIGINAL DESIGN INTENT WHETHER SPECIFICALLY CALLED FOR IN GREAT DETAIL WITH EVERY ANCILLARY ELEMENT FULLY NAMED AND IDENTIFIED OR AS CALLED OUT AS A GENERAL COMPONENT PORTION OF WORK

THAT NEEDS TO BE PROPERLY REMOVED IN ORDER TO COMPLETE THE SCOPE OF WORK AS

INTENDED TO COMPLY WITH ALL BASES OF DESIGN REQUIREMENTS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE DEMOLITION AND REMOVAL OF ALL EXISTING WALLS, CEILINGS, SUSPENSION SYSTEMS, FLOORING, ELECTRICAL, TELEPHONE AND PLUMBING CONSTRUCTION AS WELL AS ALL MATERIALS, FINISHES AND EQUIPMENT THAT IS NOT

SPECIFICALLY SHOWN OR CALLED FOR AS REQUIRED TO FACILITATE THE NEW CONSTRUCTION

WORK INSIDE THE CONTRACT AREA, THE ADJACENT SPACES AND THE SPACES ABOVE AND BELOW.

SOME ADDITIONAL ITEMS THAT MAY NOT BE SPECIFICALLY SHOWN IN GREAT DETAIL ON THE

DEMOLITION PLAN THAT ARE A PART OF THE DEMOLITION WORK, BUT NOT LIMITED TO, ARE

CASEWORK, SHELVING, BRACKETS, STANDARDS, DOOR HARDWARE, MISCELLANEOUS OTHER

HARDWARE, SIGNAGE, FLOORING MATERIALS, WALL BASE, WOOD GROUNDS, WALL COVERING

MATERIALS, BACKING LINERS OR BOARDS, ANY REMAINING MASTIC, GROUT, CAULKING AND

SEALANTS, EXPOSED ANCHORS AND FASTENERS, FRAMING MATERIALS, BACKER BOARDS OR

METAL PLATES, CHAIR RAILS, BRACKETS, HOOKS, SURFACE MOUNTED OR RECESSED

ACCESSORIES, PRIVACY CURTAINS AND TRACKS, ETC.

5. ALL DEMOLITION WORK SHALL BE PERFORMED IN A SYSTEMATICALLY SAFE FULLY SUPERVISED

COORDINATED AND PROPERLY MANAGED SEQUENCE OF WORK UNDER THE DIRECT SUPERVISION

OF THE GENERAL/PRIME CONTRACTOR'S SUPERINTENDENT AND/OR THEIR MANAGEMENT

PERSONNEL INCLUDING THE PERFORMANCE OF ANY ANCILLARY ELEMENTS OF SELECTIVE

DEMOLITION.

6. ALL DEMOLITION, THE HANDLING OF MATERIALS AND EQUIPMENT ALONG WITH THE MOVEMENT OF THESE ELEMENTS THROUGHOUT THE FACILITY SHALL BE PERFORMED SO AS TO PREVENT DAMAGE TO ADJACENT IMPROVEMENTS AND FACILITIES TO REMAIN AS WELL AS TO PROVIDE SAFETY FOR

ALL TRADESPEOPLE, STAFF, RESIDENTS/PATIENTS, VISITORS AND SERVICE PROVIDERS.

7. PROVIDE ALL PHYSICAL AND ENVIRONMENTAL PROTECTIVE MEASURES AS REQUIRED BY THE

PROJECT DOCUMENTS, VA FEDERAL AND LOCAL REQUIREMENTS, APPLICABLE OSHA REGULATIONS, THE STATION AND ALL LOCAL INFECTION CONTROL AUTHORITIES, NFPA REQUIREMENTS, THE

VA/COR AND ALL OTHER REGULATORY AGENCIES AND VA AUTHORITIES HAVING JURISDICTION

OVER THIS PROJECT.

8. PROVIDE ALL TEMPORARY PARTITIONS, PROTECTION, DOOR ACCESS UNITS, ENCLOSURES,

WALKWAYS, FENCING, RAILINGS, CANOPIES, AIR FILTRATION DEVICES, VESTIBULES, AIRLOCKS, ETC., WHERE REQUIRED BY THE CONTRACT DOCUMENTS, THE VA/COR AND ALL AUTHORITIES

HAVING JURISDICTION OVER THE PROJECT AND SHALL BE SURE TO MAINTAIN ADEQUATE AND SAFE

EMERGENCY MEANS OF EGRESS FROM ALL AREAS. ALL SUCH WORK NEEDING TO BE PROVIDED

WILL REQUIRE VA/COR REVIEW AND APPROVAL BEFORE BEGINNING ANY OF SUCH WORK.

9. GREAT CARE SHALL BE TAKEN WHEN PERFORMING SELECTIVE DEMOLITION IN THE UTILIZATION OF MORE SENSITIVE AND LESS EVASIVE METHODS OF DEMOLITION/REMOVAL, AS WELL AS PROVIDING

THE APPROPRIATE ENHANCED PROTECTIVE BARRIERS IN ORDER TO PROVIDE FOR THE LEAST

AMOUNT OF DAMAGE TO THE WORK THAT IS TO REMAIN IN PLACE. EXISTING FINISHED SURFACES, MATERIALS AND EXPOSED EQUIPMENT THAT WOULD RECEIVE SIGNIFICANT AMOUNTS OF SURFACE DAMAGE AND WOULD REQUIRE SIGNIFICANT AMOUNTS OF PATCHING, REPAIRS AND REFINISHING WORK SHALL BE DEEMED AS DAMAGED AND UNUSABLE AND WILL NEED TO BE REPLACED IN WHOLE

BY THE RESPONSIBLE CONTRACTOR AND ITS REPLACEMENT ONCE COMPLETED WILL NEED TO

RECEIVE VA/COR APPROVAL.

10. WHERE EXISTING FLOOR FINISHES ARE TO BE FULLY REMOVED TO ALLOW FOR THE INSTALLATION OF NEW, PROVIDE FOR THE COMPLETE REMOVAL OF THE EXISTING FLOOR FINISHES ALONG WITH

ALL ASSOCIATED ATTACHMENT SYSTEMS SUCH AS MASTICS, ADHESIVES, TACKLES STRIPS,

STAPLES, SETTING BEDS OF GROUT, MORTAR OR CONCRETE, CARPET PADDING, ATTACHED

SUBFLOORING MATERIALS, ETC. AS REQUIRED TO GET DOWN TO THE EXISTING STRUCTURAL

FLOOR SUBSTRATE THAT CAN BE PROPERLY PATCHED, REPAIRED, LEVELED AND MADE READY TO

RECEIVE THE NEW FLOOR FINISHES.

11. ITEMS INDICATED TO BE REMOVED AND SALVAGED FOR THE VA SHALL REMAIN THE VA'S PROPERTY

AND SHALL BE CAREFULLY REMOVED, CLEANED AND PROTECTED FROM DAMAGE BY THE

CONTRACTOR RESPONSIBLE AT ALL TIMES. ALL SUCH ITEMS INDICATED TO BE SALVAGED WILL BE

PACKAGED AND/OR CRATED AS REQUIRED BY THE VA/COR TO PROPERLY PROTECT THEM FROM

DAMAGE CAUSED BY THE HANDLING, MOVING AND/OR THE STORAGE OF THESE ITEMS. ALL

PACKAGES AND/OR CRATES OF ITEMS SHALL HAVE THEIR CONTENTS CLEARLY MARKED AND FULLY IDENTIFIED ON BOTH THE TOP AND ONE SIDE OF EACH CONTAINER TO BE COORDINATED WITH AND APPROVED BY THE VA/COR. DELIVER ALL SALVAGED MATERIALS TO THE LOCATIONS INDICATED IN

THE PROJECT DOCUMENTATION OR TO THE GOVERNMENTS DESIGNATED STORAGE FACILITY ON

THE STATIONS CAMPUS AS DIRECTED BY THE VA/COR.

12. UNLESS OTHERWISE INDICATED OR STATED TO BE SAVED, SALVAGED OR IDENTIFIED AS NEEDING

TO REMAIN OR BE RELOCATED AND/OR REUSED, ALL ITEMS IDENTIFIED TO BE REMOVED,

DEMOLISHED, SCRAPED, ETC. BECOMES THE PROPERTY AND RESPONSIBILITY OF THE

CONTRACTOR AND AS SUCH IT IS THEIR RESPONSIBILITY TO REMOVE ALL SUCH ITEMS FROM THE

SITE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE VA/COR.

13. DEMOLITION ITEMS OF VALUE TO THE CONTRACTOR(S) ARE NOT TO BE STORED ON SITE AND NEED

TO BE REMOVED ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE VA/COR.

14. ALL ITEMS OF WORK THAT ARE IDENTIFIED AS EXISTING TO BE REMOVED AND

REUSED/REINSTALLED SHALL BE CAREFULLY DISCONNECTED, DETACHED, REMOVED AND

DISASSEMBLED AS REQUIRED FOR CONVENIENCE AND EASE OF HANDLING, MOVING, STORAGE AND

FOR THEIR PROTECTION FROM DAMAGE. ALL SUCH ITEMS ARE TO BE INDIVIDUALLY WRAPPED,

BOXED OR PLACED IN CARTONS FOR THE EASE OF HANDLING THE MATERIALS AND THEIR

PLACEMENT IN A VA/COR IDENTIFIED PROTECTED STORAGE AREA (TBD) LOCATED ON THE STATION

BUT NOT NECESSARILY CONVENIENT TO THE SITE OF THE WORK. EACH ITEM SHALL BE FULLY

CLEANED, FREE FROM DAMAGE, PREPARED FOR SERVICE AND FULLY TESTED TO VERIFY ITS

ABILITY FOR PROPER FUNCTIONAL REUSE PRIOR TO BEING PLACED IN STORAGE. THE

CONTRACTOR TAKES RESPONSIBILITY FOR AND CERTIFIES ITS PERFORMANCE CAPABILITIES AND

THE FACT THAT IT IS NOT DAMAGED AND FULLY CAPABLE FOR REUSE WHEN READY FOR ITS

REINSTALLATION. IN THE EVENTUALITY THAT AN ITEM IS ULTIMATELY FOUND TO BE DAMAGED OR INOPERABLE AT THE POINT OF REINSTALLATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR

PROVIDING A NEW ITEM/DEVICE ALONG WITH ALL ANCILLARY SUPPORT WORK AND EQUIPMENT

NECESSARY TO FULLY REPLACE THE EXISTING.

15. WHERE EXISTING MATERIALS, ITEMS OR EQUIPMENT ARE TO BE REMOVED FOR THEIR

REPLACEMENT IN THE SAME LOCATION BY THE SAME OR SIMILAR NEW MATERIALS, ITEMS OR

EQUIPMENT, CAREFULLY DISCONNECT, DETACH, DISASSEMBLE IF REQUIRED, REMOVE AND

DISPOSE OF THE ITEMS INDICATED ALONG WITH ANY AND ALL ANCILLARY SYSTEM COMPONENTRY

OR SUPPORT ITEMS ADDITIONALLY IDENTIFIED OR REQUIRED TO BE REPLACED.

16. WHERE STRUCTURAL SUPPORT OF EXISTING CONSTRUCTION ELEMENTS OR PORTIONS OF

STRUCTURAL ELEMENTS TO REMAIN IS REQUIRED THE RESPONSIBLE CONTRACTOR PERFORMING

THE WORK SHALL PROVIDE AND MAINTAINING ALL NECESSARY STRUCTURAL SUPPORTS, SHORING, STIFFENERS, BRACING, BEAMS, COLUMNS, FOOTINGS AND SUPPORTS AS NECESSARY TO ENSURE

THE STABILITY OF THE ELEMENTS BEING SUPPORTED AND TO ADEQUATELY DISTRIBUTE ANY

TEMPORARY LOADING SO AS NOT TO OVER LOAD ANY OF THE EXISTING STRUCTURE AND THE

CONSTRUCTION BELOW. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL

STRUCTURAL ENGINEERING ANALYSIS, CALCULATIONS AND SOLUTIONS FOR PROVIDING ANY SUCH WORK AND WILL NEED TO PROVIDE ALL SUCH PROPER DOCUMENTATION PREPARED BY A LICENSED

STRUCTURAL ENGINEER TO THE VA/COR AS A SHOP DRAWING SUBMITTAL FOR PROPER REVIEW

AND APPROVAL BEFORE BEING ALLOWED TO BEGIN ANY SUCH WORK

17. ALL EXISTING CONSTRUCTION OR ITEMS INDICATED TO REMAIN IN PLACE AND OPERATION SHALL BE PROTECTED FROM DAMAGE BOTH DURING THE DEMOLITION OPERATIONS AS WELL AS THE NEW

CONSTRUCTION EFFORTS. WHERE PRACTICABLE, AND WITH THE VA/COR'S APPROVAL, THE

CONTRACTOR MAY ELECT TO REMOVE SUCH ITEMS TO A SUITABLE STORAGE LOCATION DURING

THE DEMOLITION PHASE AND THEN PROPERLY CLEAN AND REINSTALL THE ITEMS WHEN

APPLICABLE. IN NO CASE SHALL ANY LIFE SAFETY DEVICES, SYSTEMS OR MEASURES BE

COMPROMISED BY THE TEMPORARY REMOVAL OF ANY NECESSARY ELEMENTS OF WORK, FOR THE

CONVENIENCE OF THE CONTRACTOR, THAT WERE NOT PROPERLY REPLACED IN KIND WITH A

SIMILAR PROPERLY OPERATING TEMPORARY DEVICE.

18. DURING THE COURSE OF SELECTIVE DEMOLITION OR REMOVAL OPERATIONS AND THE EXISTING

SUBSTRATE MATERIALS/CONSTRUCTION IS DAMAGED BEYOND REASONABLE REPAIR, THE

CONTRACTOR SHALL BE RESPONSIBLE TO FULLY REPLACE THE ENTIRE DAMAGED SECTION AND/OR

SECTIONS. THIS DAMAGED AREA SHALL BE REMOVED AND REPLACED AS REQUIRED TO REPAIR

THE SUBSTRATE TO A LIKE NEW CONDITION THAT CONTAINS NO IRREGULAR JOINT CONNECTIONS, CONDITIONS, DEFECTS, WEAKNESS OR WILL CAUSE ADVERSE EFFECTS THAT WILL RESULT IN ANY DIFFERENTIAL FINISHED SURFACE CONDITIONS OR AREAS OF JOINT WEAKNESS THAT WILL RESULT IN SURFACE CRACKING AND BE APPARENT THAT THE CONDITION IS IN FACT A PATCH/REPAIR.

19. REFER TO ALL ENGINEERING DISCIPLINE DRAWINGS AND DOCUMENTATION FOR THE BASIC EXTENT

BEING REQUIRED FOR ALL INFRASTRUCTURE AND SYSTEMS DEMOLITION AS WELL AS FOR

IDENTIFYING ALL EXISTING EQUIPMENT, PIPING, CONDUITS, DUCTWORK, WIRING, CONTROLS, ETC.

THAT ARE INTENDED TO REMAIN WITHIN ANY OF THE AREAS OF DEMOLITION, THE AREAS OF

REWORKING OF EXISTING SYSTEMS AND THE AREAS OF NEW WORK.

20. UNLESS OTHERWISE NOTED ALL EXISTING PARTITION CONSTRUCTION WITHIN THE PROJECT AREA OF WORK SCHEDULED TO RECEIVE NEW FINISHES SHALL HAVE ALL EXISTING FINISHES REMOVED INCLUDING BUT NOT LIMITED TO ALL CERAMIC TILE, VINYL WALL COVERING, WOOD PANELING, WAINSCOT MATERIALS, GROUT, MASTIC, WALL COVERING BACKING, WALL BASE, ADHESIVE, STAPLES, EXPOSED FASTENERS, ETC. SUCH THAT THE SUB-STRAIGHT WALL/PARTITION SURFACES

REQUIRE NO FURTHER DEMOLITION AND ARE PREPARED TO RECEIVE ALL REQUIRED PATCHING,

REPAIRS, RESURFACING AND REFINISHING AS REQUIRED TO RECEIVE THE NEW FINISHES.

21. 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 AND COORDINATE ALL

SITE SPECIFIC CONDITIONS IMPACTS ENCOUNTERED WITH THE VA/COR.

22. ALL NEW WORK ALONG WITH ANY PORTIONS OF EXISTING EQUIPMENT, MATERIALS OR REWORKED ELEMENTS WHEN COMPLETED SHALL FULLY COMPLY WITH ALL BASES OF DESIGN REQUIREMENTS.

23. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO ADEQUATELY PROTECT EXISTING

CONSTRUCTION AND FINISHES TO REMAIN IN PLACE DURING BOTH THE DEMOLITION AND

CONSTRUCTION SEQUENCES OF 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.

24. 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.

25. 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.

26. 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 PROCEEDING WITH ANY SUCH REQUIRED PENETRATIONS WORK.

27. 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 OR AS APPROVED BY THE VA/COR.

ASSEMBLY USE (WAITING AND CONFERENCE):

7 SF PER OCCUPANT

401 SF / 7 = 57 OCCUPANTS

TOTAL OCCUPANTS = 86

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09/17/2021EHRM TRAINING +

ADMINISTRATIVE SUPPORT

SPACE

www. bancroft-ae.com

BAE PROJECT NO. 18-116

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T: 847.952.9362

ARCHITECT/ENGINEER OF RECORD

1 ST. CLOUD VAHCS

ST. CLOUD, MN 56303

SCHEMATIC DESIGN (SD - 35%) 04/29/2021

2 DESIGN DEVELOPMENT (DD - 65%) 05/11/2021

3 CONSTRUCTION DOCUMENTS (CD - 95%) 05/24/2021

4 CONSTRUCTION DOCUMENTS (CD - 100%) 06/03/2021

5 CONSTRUCTION BID DOCUMENTS 09/17/2021

INTENT:

1. TO ORGANIZE AND IDENTIFY THE “EQUIVALENCY SUBSTITUTION PROCESS” 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 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 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 SUBSTITUTIONS, DEPARTURES OR ADJUSTMENTS FROM 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 GOING THROUGH THE BOD COMPLIANCE PROTOCOLS PROCESS AND

OBTAINING THE GOVERNMENT’S APPROVAL FROM THE CONTRACTING OFFICER (CO).

BOD COMPLIANCE PROTOCOLS:

1. THE BOD COMPLIANCE PROTOCOLS APPLY TO ALL MATERIALS, EQUIPMENT, HARDWARE,

FINISHES, CONTROLS, ENGINEERING SYSTEMS AND THEIR INCLUSIVE PARTS, DETAILED

ASSEMBLIES, IMPACTED ELEMENTS OF WORK PLUS ALL RELATED DESIGN CRITERIA

ELEMENTS AND SPECIFIED PARAMETERS THAT ARE CONTAINED WITHIN THE BID/ISSUED

FOR CONSTRUCTION DRAWINGS AND SPECIFICATIONS DOCUMENTATION, OR AS

SPECIFICALLY REFERENCED BY SAME.

2. SPECIFIC DESIGN INTENT AND PERFORMANCE CHARACTERISTICS REQUIRING BOD

COMPLIANCE ANALYSIS WILL VARY WITH EACH SPECIFIC ITEM BEING PROPOSED AS AN

EQUIVALENT SUBSTITUTION AND WILL NEED TO BE FULLY…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 7, 2022.