Attachment 14 - Drawing Part 11 676-325 Renovate B404 - Site Drawings GI-001 to LS-101.pdf

Above finished floor AFF Acoustic ACST Acoustic Panel Ceiling APC Addendum ADD Alternate ALT Aluminum AL Angle L Approximate APPROX Architecture, architectural ARCH Asbestos ASB Asphalt ASPH Assistant ASST Association ASSN Automatic AUTO Average AVG Base plate BP Basement BSMT Beam BM Bearing BRG Bedroom BR Benchmark BM Board BD Boiler BLR Bottom BOT Brick BRK Building line BL Building BLDG Built-up-roof BUR Cabinet CAB Carpet CPT Catalog CAT Ceiling height CH Ceiling CLG Center CTR Centerline CL Ceramic Tile CT Ceramic CER Chalkboard CB Clear CLR Closet CLO Coated CTD Cold rolled CR Column COL Company CO Composition COMP Concrete Masonry Unit CMU Concrete CONC Construction joint CJ Construction CONSTR "Continue, Continuous" CONT Corridor CORR Countersink CSK Cubic CU Curve(d) CRV Dampproofing DP Degree DEG Department(al) DEPT Detail DET Diagonal DIAG Diameter DIA Dimension DIM Dishwasher DW Dispenser DISP Door DR Double DBL Double-hung DH Down DN Downspout DS Drain DR Drawing DWG Each EA East E Electric Water Cooler EWC "Electric, electrical" ELEC Elevation EL Elevator ELEV Engineer ENGR Entrance ENTR Equal EQ Equipment EQUIP Existing To Remain ETR Exhaust EXH Existing EXIST Expansion joint EXP JT Exposed EXP Exterior EXT Fabricate FAB Face of Stud F. OF S.

Fan Coil Unit FCU Fiberglass-reinforced plastics FRP Finish FIN Finished Floor FF Fire Extinguisher FE Fire Extinguisher & Cabinet FEC Fire Retardant Treated FRT Fireproof FPRF Fixture FXTR Flange FLG Flashing FL Floor FL Floor drain FD Flooring FLG Fluorescent FLUOR

Footing FTG Foundation FDN Furnish(ed), furniture FURN Furring FURR Gage (gauge) GA Galvanize(d) GALV Galvanized Iron GALVI Glazed Wall Tile GWT Grab Bar GB Grade GR Gravel GVL Gypsum Wallboard GWB Gypsum GYP Handicapped HC Hardware HDW Heating ventilating and HVAC air conditioning Height HGT High Point HPT High Performance HP High Performance Coating HPC Hollow Metal HM Horizontal HORIZ Include(d), inclusive INCL Incorporated INC Information INFO Inside diameter ID Install(ed), installation INSTL Insulation INSUL Interior INT Janitor JAN Joint JT Joist J, JST Junction box JB Knock down KD Laboratory LAB Lavatory LAV Left Hand LH Left L Length LG Level LVL Light LT Machine MACH Maintenance MAINT Manager MGR Manual MNL Manufacturing MFG Markerboard MB Masonry opening MO Masonry MSNRY Master bedroom MBR Material MATL Maximum MAX Mechanical MECH Membrane MEMB Men M Metal MET, MTL Mezzanine MEZZ Minimum MIN Mirror MIR Miscellaneous MISC Mounted MTD Mounting MTG Necessary NEC Noise-reduction coefficient NRC Nominal NOM Non Combustible NC, NONCOM North N Not in Contract NIC Not to scale NTS Not available NA Number NO Office OFF On center OC Opening OPNG Opposite OPP Outside diameter OD Overall OA Overhead OVHD Page P Painted PTD Pair PR Panel PNL Partition PTN Percent PCT Perforate(d) PERF Permanent PERM Perpendicular PERP Piece PC Plastic Laminate PLAM Plastic Laminate PLAS.LAM Plate PL Plumbing PLMB Plywood PLYWD Point PT Polyvinyl chloride PVC Precast PRCST Prefabricated PREFAB Preliminary PRELIM Preparation, prepare PREP Program PRGM Projection Screen PS

Project PROJ Property PROP Public Address PA Quality control QC Quality QUAL Quantity QTY Quarry Tile QT Radius RAD Rain Leader RL Received RCVD Receptacle RCPT Receptionist RECPT Recess(ed) REC Refer, reference REF Refrigerate, refrigerator REFR Reinforce REINF Reinforced concrete RC Remove RMV Repair RPR Required REQD Revise, revision REV Right hand RH Road RD Roof Drain RD Roof RF Roofing RFG Room RM Rubber tile floor RTF Rubber RBR Schedule SCHED Schematic SCHEM Section SECT Service SVCE "Sheet, sheeting" SHT Shower SH Siding SDG Similar SIM Slope SL Sound-transmission class STC South S Speaker SPKR Specification SPEC Sprinkler SPR Square SQ Stainless steel SS Standard STD Standpipe SP Steel STL Storage STOR Structural Glazed Facing Tile SGFT Structural, structure STRUCT Substitute SUBST Surface SURF Suspend(ed) SUSP Switch SW Symmetrical SYM System SYS Tackboard TB Tackstrip TS Telephone TEL Television TV Temporary TEMP Terrazzo TER Thick THK Through THRU Toilet T Tongue and groove T&G Top and bottom T&B Top chord TC Top of Masonry Parapet TMP Top of Bearing TOFB Top of Steel T.O.S.

Topping TOPG Total TOT Transformer XFMR Transom TR Transparent TRANS Tread TRD Threshold THRESH Typical TYP Underground UG Underwriters Laboratories UL Unfinished UNF Unit Ventilator UV Unless Otherwise Noted UON Urinal UR US Gypsum Company USG Vertical VERT Vestibule VEST, V Vinyl Reducing Strip VRS Vinyl Composite Tile VCT Vinyl asbestos tile VAT Wardrobe WARD Water closet WC Waterproof WP Weight WT Welded WLD Welded Wire Mesh WWM With W/ Without W/O Women W Wood WD Wrought Iron WI

ABBREVIATIONS

EARTH

GRAVEL

CONCRETE

CONCRETE MASONRY UNITS

SOLID CONCRETE MASONRY UNITS

BRICK

WOOD-FINISHED

WOOD ROUGH

PLYWOOD

GYPSUM BOARD

ACOUSTIC TILE

STEEL - LARGE SCALE

CAST STONE

ALL METALS - SMALL SCALE

GLASS - LARGE SCALE

BATT INSULATION

RIGID INSULATION

CERAMIC TILE

CARPET

A100A

SIM

A101

SIM

DEPT.

ADD

GRID LINES

SECTIONS

DETAIL NUMBER

SHEET NUMBER

DETAIL NUMBER

SHEET NUMBER

DETAILS IN PLAN/SECTION

ROOM NUMBER

DOOR NO. ON PLAN

H.M. FRAME

NO. ON PLAN

REVISION: TYPE =

A.S.I/P.R./C.C.D./ADD.

CASEWORK

(FURNISHING PLANS ONLY)

ALUM. FRAME/WINDOW

TYPE

WALL TYPE

# # INTERIOR ELEVATION

DETAIL NUMBER

SHEET NUMBER

1i

ROOM NAME

B101a

A R C H I T E C T S E N G I N E E R S

CB

DESIGN

GROUP

Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:

Revisions: Date:

CONSULTANT:

23456789101112131415

B

C

D

E

F

G

H

I

J

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/8

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-1

/2

Drawing of

Architect:

CB DESIGN GROUP, INC.

421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213

TOMAH VAMC

TOMAH, WISCONSIN

DECEMBER 15, 2022

676-325

Russell Southard

Checker

EXPAND AND RENOVATE

B404 FOR OUTPATIENT

MENTAL HEALTH

BID SET

COVER SHEET

GI-001

1 250

-3

G I-

/0

/2

.p d f

SHEET INDEX

SHEET NUMBER SHEET NAME

PP-303 STORM DRAINAGE RISER DIAGRAM

PP-401 PLUMBING DETAILS

PP-402 PLUMBING DETAILS

PP-501 PLUMBING SCHEDULES

PLUMBING BID DEDUCTS

PP-601 PLUMBING - BID DEDUCT PLANS

PP-102B PLUMBING PLAN - LEVEL 2 BID DEDUCT 1

PP-103B PLUMBING PLAN - LEVEL 3 BID DEDUCT 1

PP-104B PLUMBING PLAN - ATTIC & ROOF BID DEDUCT 1

ELECTRICAL

EJ-001 ELECTRICAL GENERAL NOTES AND SYMBOLS

EC-101 ELECTRICAL SITE PLAN

ED-100 ELECTRICAL DEMOLITION PLAN - BASEMENT

ED-101 ELECTRICAL DEMOLITION PLAN - LEVEL 1

ED-102 ELECTRICAL DEMOLITION PLAN - LEVEL 2

ED-103 ELECTRICAL DEMOLITION PLAN - LEVEL 3

ED-104 ELECTRICAL DEMOLITION PLAN - ATTIC

EL-100 ELECTRICAL LIGHTING PLAN - BASEMENT

EL-101 ELECTRICAL LIGHTING PLAN - LEVEL 1

EL-102 ELECTRICAL LIGHTING PLAN - LEVEL 2

EL-103 ELECTRICAL LIGHTING PLAN - LEVEL 3

EL-104 ELECTRICAL LIGHTING PLAN - ATTIC

EP-100 ELECTRICAL POWER PLAN - BASEMENT

EP-101 ELECTRICAL POWER PLAN - LEVEL 1

EP-102 ELECTRICAL POWER PLAN - LEVEL 2

EP-103 ELECTRICAL POWER PLAN - LEVEL 3

EP-104 ELECTRICAL POWER PLAN - ATTIC

ES-101 ELECTRICAL SYSTEMS PLAN - LEVEL 1

ES-102 ELECTRICAL SYSTEMS PLAN - LEVEL 2

ES-103 ELECTRICAL SYSTEMS PLAN - LEVEL 3

EE-500 EXISTING ELECTRICAL ONE- LINE DIAGRAM

EE-501 NEW ELECTRICAL ONE- LINE DIAGRAM

EE-600 ELECTRICAL SCHEDULES

EE-700 ELECTRICAL DETAILS

EE-800 ELECTRICAL PANEL SCHEDULES

EE-801 ELECTRICAL PANEL SCHEDULES

EE-802 ELECTRICAL PANEL SCHEDULES

EE-803 ELECTRICAL PANEL SCHEDULES

EE-804 ELECTRICAL PANEL SCHEDULES

EE-805 ELECTRICAL PANEL SCHEDULES

ELECTRICAL BID DEDUCTS

EE-106 ELECTRICAL - BID DEDUCT PLANS

EL-103B ELECTRICAL LIGHTING PLAN - THIRD FLOOR BID DEDUCT 1

EL-103D ELECTRICAL POWER PLAN - THIRD FLOOR BID DEDUCT 1

ES-103B ELECTRICAL SYSTEMS PLAN - THIRD FLOOR BID DEDUCT 1

SHEET INDEX

SHEET NUMBER SHEET NAME

MECHANICAL

MH-001 MECHANICAL TITLE SHEET

MD-100 MECHANICAL DEMOLITION PLAN - BASEMENT

MD-101 MECHANICAL DEMOLITION PLAN LEVEL 1

MD-102 MECHANICAL DEMOLITION PLAN LEVEL 2

MD-103 MECHANICAL DEMOLITION PLAN LEVEL 3

MD-104 MECHANICAL DEMOLITION PLAN ATTIC

MD-111 HYDRONIC PIPING DEMOLITION PLAN LEVEL 1

MD-112 HYDRONIC PIPING DEMOLITION PLAN LEVEL 2

MD-113 HYDRONIC PIPING DEMOLITION PLAN LEVEL 3

MD-114 HYDRONIC PIPING DEMOLITION PLAN ATTIC

MH-100 HVAC PLAN - BASEMENT

MH-101 HVAC PLAN LEVEL 1

MH-102 HVAC PLAN LEVEL 2

MH-103 HVAC PLAN LEVEL 3

MH-104 HVAC PLAN - ATTIC

MP-110 HYDRONIC PIPING PLAN BASEMENT

MP-111 HYDRONIC PIPING PLAN LEVEL 1

MP-112 HYDRONIC PIPING PLAN LEVEL 2

MP-113 HYDRONIC PIPING PLAN LEVEL 3

MP-114 HYDRONIC PLAN ATTIC

MH-121 HVAC LEVEL 1 PRESSURIZATION PLAN

MH-122 HVAC LEVEL 2 PRESSURIZATION PLAN

MH-123 HVAC LEVEL 3 PRESSURIZATION PLAN

MH-201 ENLARGED MECHANICAL PLANS

MH-202 ENLARGED MECHANICAL PLANS

MH-301 MECHANICAL SECTIONS AND 3D VIEWS (AHU-6)

ME-401 MECHANICAL DETAILS

ME-402 MECHANICAL DETAILS

ME-403 MECHANICAL FLOW / CONTROL DIAGRAMS

ME-404 MECHANICAL FLOW DIAGRAMS

ME-405 MECHANICAL CONTROLS DIAGRAMS

MH-501 MECHANICAL SCHEDULES

MECHANICAL BID DEDUCTS

MH-601 HVAC- BID DEDUCT PLANS

MH-103B HVAC PLAN LEVEL 3 - BID DEDUCT 1

MP-113B HYDRONIC PIPING PLAN LEVEL 3 - BID DEDUCT 1

MH-123B HVAC LEVEL 3 PRESSURIZATION PLAN - BID DEDUCT 1

PLUMBING

PD-100 PLUMBING DEMOLITION PLAN UNDERFLOOR AND BASEMENT

PD-101 PLUMBING DEMOLITION PLAN - LEVEL 1

PD-102 PLUMBING DEMOLITION PLAN - LEVEL 2

PD-103 PLUMBING DEMOLITION PLAN - LEVEL 3

PD-104 PLUMBING DEMOLITION PLAN ATTIC & ROOF

PP-100 PLUMBING PLAN - UNDERFLOOR AND BASEMENT

PP-101 PLUMBING PLAN - LEVEL 1

PP-102 PLUMBING PLAN - LEVEL 2

PP-103 PLUMBING PLAN - LEVEL 3

PP-104 PLUMBING PLAN - ATTIC & ROOF

PP-201 ENLARGED PLUMBING PLANS

PP-301 DOMESTIC WATER RISER DIAGRAM

PP-302 SANITARY WASTE & VENT RISER DIAGRAMS

SHEET INDEX

SHEET NUMBER SHEET NAME

SF-201 ENLARGED FRAMING PLAN - FIRST LEVEL

SF-202 ENLARGED FRAMING PLAN - SECOND LEVEL

SF-203 ENLARGED FRAMING PLAN - THIRD LEVEL

SF-204 ENLARGED FRAMING PLAN - ROOF

SF-205 ENLARGED FRAMING PLAN - ELEVATOR ROOF

SF-301 FRAMING ELEVATIONS

SF-302 FRAMING ELEVATIONS

SF-401 PARTIAL ENLARGED FRAMING PLAN - FIRST LEVEL

SF-402 PARTIAL ENLARGED FRAMING PLAN - SECOND AND THIRD LEVEL

SF-501 TYPICAL DETAILS

SF-502 TYPICAL DETAILS

SF-503 TYPICAL DETAILS

SF-504 TYPICAL DETAILS

SB-510 FOUNDATION DETAILS

SB-511 FOUNDATION DETAILS

SF-520 FRAMING DETAILS

SF-521 FRAMING DETAILS

SF-522 FRAMING DETAILS

SF-523 FRAMING DETAILS

SF-530 COLD-FORMED STEEL FRAMING

SF-531 COLD-FORMED STEEL FRAMING

SK-601 SCHEDULES

STRUCTURAL BID DEDUCTS

BD-101 BID DEDUCT #1 PLANS

EQUIPMENT

QH-101 FIRST FLOOR EQUIPMENT PLAN, EQUIPMENT & FURNISHING SCHEDULE

QH-102 SECOND FLOOR EQUIPMENT PLAN

QH-103 THIRD FLOOR EQUIPMENT PLAN

FIRE PROTECTION

FD-100 FIRE PROTECTION DEMOLITION PLAN - BASEMENT

FD-101 FIRE PROTECTION DEMOLITION PLAN - FIRST FLOOR

FD-102 FIRE PROTECTION DEMOLITION PLAN - SECOND FLOOR

FD-103 FIRE PROTECTION DEMOLITION PLAN - THIRD FLOOR

FD-104 FIRE PROTECTION DEMOLITION PLAN - ATTIC

FA-001 FIRE ALARM GENERAL NOTES AND DETAILS

FA-100 FIRE ALARM PLAN - BASEMENT

FA-101 FIRE ALARM PLAN - LEVEL 1

FA-102 FIRE ALARM PLAN - LEVEL 2

FA-103 FIRE ALARM PLAN - LEVEL 3

FA-104 FIRE ALARM PLAN - ATTIC

FX-100 FIRE SUPPRESSION PLAN - BASEMENT

FX-101 FIRE SUPPRESSION PLAN - LEVEL 1

FX-102 FIRE SUPPRESSION PLAN - LEVEL 2

FX-103 FIRE SUPPRESSION PLAN - LEVEL 3

FX-104 FIRE SUPPRESSION PLAN - ATTIC

FIRE PROTECTION BID DEDUCTS

FP-106 FIRE PROTECTION - BID DEDUCT PLANS

FA-103B FIRE ALARM PLAN - THIRD FLOOR BID DEDUCT 1

FX-103B FIRE SUPPRESSION PLAN - THIRD FLOOR BID DEDUCT 1

SHEET INDEX

SHEET NUMBER SHEET NAME

AE-420 ENLARGED PLAN - NEW ADDITION

AE-421 ENLARGED PLAN - NEW ADDITION

AE-425 ENLARGED PLANS AND INTERIOR ELEVATIONS

AE-426 ENLARGED PLANS AND INTERIOR ELEVATIONS

AE-427 ENLARGED PLANS AND INTERIOR ELEVATIONS

AE-428 ENLARGED PLANS AND INTERIOR ELEVATIONS

AE-429 ENLARGED PLANS AND INTERIOR ELEVATIONS

AE-430 ENLARGED ENTRY PLAN AND INTERIOR ELEVATIONS

AE-431 INTERIOR ELEVATIONS

AE-432 INTERIOR ELEVATIONS

AE-501 EXTERIOR PLAN DETAILS

AE-502 EXTERIOR PLAN DETAILS

AE-505 EXTERIOR SECTION DETAILS

AE-506 EXTERIOR SECTION DETAILS

AE-511 INTERIOR DETAILS

AE-512 INTERIOR DETAILS

AE-513 INTERIOR DETAILS

AE-514 INTERIOR DETAILS

AE-516 INTERIOR DETAILS-CEILING

AE-517 INTERIOR DETAILS-CASEWORK

AE-518 INTERIOR DETAILS-CASEWORK

AE-521 PARTITION TYPES

AE-522 PARTITION DETAILS

AE-523 PARTITION DETAILS

AE-550 ROOF DETAILS

AE-551 ROOF DETAILS

AE-601 DOOR SCHEDULE

AE-602 DOOR SCHEDULE

AE-603 DOOR DETAILS

AE-604 DOOR DETAILS

AE-610 WINDOW AND GLAZING SCHEDULE

AE-611 WINDOW DETAILS

AF-101 FIRST FLOOR FINISH PLAN

AF-102 SECOND FLOOR FINISH PLAN

AF-103 THIRD FLOOR FINISH PLAN

AF-501 INTERIORS FINISHES DETAILS

AF-601 ROOM FINISH SCHEDULE

ARCHITECTURAL BID DEDUCTS

BD-101 BID DEDUCTS - FLOOR PLANS

BD-102 FLOOR PLANS - BID DEDUCT 1

BD-103 FLOOR PLANS - BID DEDUCT 1

BD-104 ELEVATIONS & SECTION - BID DEDUCT 1

BD-105 DETAILS - BID DEDUCT 1

STRUCTURAL

SG-001 GENERAL STRUCTURAL NOTES

SG-002 GENERAL STRUCTURAL NOTES CONTINUED

SG-003 SPECIAL INSPECTIONS

SB-100 FOUNDATION PLAN - BASEMENT - OVERALL

SF-101 FRAMING PLAN - FIRST LEVEL - OVERALL

SF-102 FRAMING PLAN - SECOND LEVEL - OVERALL

SF-103 FRAMING PLAN - THIRD LEVEL - OVERALL

SF-104 FRAMING PLAN - ROOF - OVERALL

SB-200 ENLARGED FOUNDATION PLAN - BASEMENT

SHEET INDEX

SHEET NUMBER SHEET NAME

GENERAL

GI-001 COVER SHEET

GI-101 CODE ANALYSIS

GI-102 LIFE SAFETY PLAN - LEVEL 1 AND 2

GI-103 LIFE SAFETY PLAN - LEVEL 3, ATTIC, AND BASEMENT

CIVIL

GC-101 SITE STAGING AND PHASING

VF-101 SITE SURVEY

CD-101 SITE DEMOLITION PLAN

CS-101 CIVIL SITE PLAN

CG-101 GRADING AND EROSION CONTROL PLAN

C-101 DETAIL SHEET

C-102 DETAIL SHEET

LS-101 LANDSCAPE PLAN

ARCHITECTURAL

AS-100 ARCHITECTURAL SITE PLAN

AD-100 BASEMENT FLOOR DEMO PLAN

AD-101 FIRST FLOOR DEMO PLAN

AD-102 SECOND FLOOR DEMO PLAN

AD-103 THIRD FLOOR DEMO PLAN

AD-104 ATTIC FLOOR DEMO PLAN

AD-105 ROOF FLOOR DEMO PLAN

AD-120 BASEMENT FLOOR DEMO REFLECTED CEILING PLAN

AD-121 FIRST FLOOR DEMO REFLECTED CEILING PLAN

AD-122 SECOND FLOOR DEMO REFLECTED CEILING PLAN

AD-123 THIRD FLOOR DEMO REFLECTED CEILING PLAN

AD-130 DEMO WALL SECTIONS, ELEVATIONS, DETAILS

AE-100 BASEMENT FLOOR PLAN

AE-101 FIRST FLOOR PLAN

AE-102 SECOND FLOOR PLAN

AE-103 THIRD FLOOR PLAN

AE-104 ATTIC FLOOR PLAN

AE-105 ROOF PLAN

AC-120 BASEMENT REFLECTED CEILING PLAN

AC-121 FIRST FLOOR REFLECTED CEILING PLAN

AC-122 SECOND FLOOR REFLECTED CEILING PLAN

AC-123 THIRD FLOOR REFLECTED CEILING PLAN

AC-124 ATTIC FLOOR REFLECTED CEILING PLAN

AE-201 EXTERIOR ELEVATIONS

AE-202 EXTERIOR ELEVATIONS

AE-301 BUILDING SECTIONS

AE-302 BUILDING SECTIONS

AE-305 SIGN TYPES

AE-310 WALL SECTIONS

AE-311 WALL SECTIONS

AE-400 TYPICAL MOUNTING HEIGHTS

AE-401 ENLARGED TOILET ROOMS, PLANS, AND ELEVATIONS

AE-402 ENLARGED TOILET ROOMS, PLANS, AND ELEVATIONS

AE-410 STAIRS AND DETAILS

AE-411 EXTERIOR STAIR DETAILS

AE-415 ELEVATOR PLANS SECTIONS AND DETAILS

AE-416 ELEVATOR AND SHAFT DETAILS

AE-417 ELEVATOR AND SHAFT DETAILS

Expand and Renovate B404 for Outpatient

Mental Health

Tomah VA Medical Center 500 East Veterans Street

Tomah, WI 54660

02/16/23REV 1 - BID ADDENDUM 1

1 of 2332/15/2023 1 of 233

JT

DN

JT

JT

Range

JT

JT

JT

JT

JT

OCCUPAN

CY

B

OCCUPAN

CY

B

OCCUPAN

CY

B

OCCUPAN

CY

B

OCCUPAN

CY

B

1.6 MEANS OF EGRESS

NFPA 101 CHAPTER 7 AND CHAPTER 38

1.6.3 MINIMUM NUMBER OF EXITS - 38.2.4 = 2 REQUIRED, 2 PROVIDED

1.6.4 MINIMUM WIDTH OF DOORS - 7.2 = 32" MINIMUM, 32" PROVIDED

1.6.5 MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE - 38.2.5.3

BUSINESS = 100'

1.6.6 EXIT ACCESS TRAVEL DISTANCE - TABLE 38.2.6.3; BUSINESS = 300',

186'-6" PROVIDED

1.6.7 ARRANGEMENT OF MEANS OF EGRESS - 7.5.1.3.3 = THE

SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS

SHALL NOT BE LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM

OVERALL DIAGONAL DIMENSION OF THE AREA SERVED

1.6.8 DEAD END CORRIDORS - 38.5.2.5.1; BUSINESS = 50'

1.6.9 MINIMUM CORRIDOR WIDTH - 38.2.3.2 = 44" MINIMUM

1.6.10 INTERIOR EXIT DISCHARGE - 7.7.2 - THE EAST STAIR WILL EXIT INTO THE

INTERIOR OF THE GROUND FLOOR. REQUIREMENTS OF 7.7.2 ARE AS FOLLOWS:

1. NOT MORE THAN 50% OF THE REQUIRED NUMBER OF EXITS SHALL TERMINATE

INSIDE - THIS REQUIREMENT IS MET.

2. THE LEVEL OF DISCHARGE SHALL DISCHARGE DIRECTLY OUTSIDE - THIS

REQUIREMENT IS MET

3. INTERIOR EXIT DISCHARGE SHALL LEAD TO FREE AND UNOBSTRUCTED WAY

TO THE EXTERIOR OF THE BUILDING AND EXIT SIGNAGE IS PROVIDED - THIS

REQUIREMENT IS MET

4. THE LEVEL OF DISCHARGE SHALL BE PROTECTED THROUGHOUT WITH AN

AUTOMATIC SPRINKLER SYSTEM - THIS REQUIREMENT IS MET.

5. THE ENTIRE AREA OF THE LEVEL OF DISCHARGE IS SEPARATED FROM AREAS

BELOW BY A FIRE RESISTANCE RATING OF NOT LESS THAN THE EXIT STAIR -

THIS REQUIRMENT IS MET

1.7 PROTECTION FROM HAZARDS

NFPA 101

1.7.1 HAZARDOUS AREAS SHALL BE PROTECTED IN ACCORDANCE WITH NFPA 101

SECTION 8.7.

1.8 FIRE PROTECTION SYSTEMS

1.8.1 THE BUILDING IS FULLY SPRINKLERED PER NFPA 13.

1.8.2 EXISTING STANDPIPES ARE LOCATED IN THE EXIT STAIRWELLS. STANDPIPES

WILL REMAIN AND BE TREATED AS MANUAL WET STANDPIPES AS DESIRED BY

THE VA FIRE PROTECTION DESIGN MANUAL

1.8.3 THE BUILDING WILL BE EQUIPED WITH A VOICE EVACUATION FIRE ALARM

SYSTEM PER NFPA 72

CODE DATA

DESCRIPTION OF BUILDING: RENOVATION TO EXISTING BUILDING. THE RENOVATION INCLUDES

REPROGRAMMING OF SPACES, NEW MECHANICAL SYSTEMS, NEW ELECTRICAL SYSTEMS, AND

FIRE PROTECTION SYSTEMS. HAVING AN ADDITION WITHOUT A (2) HR SEPARATION REDUCES THE BUILDING TO TYPE II (000). THE BUILDING WILL BE A BUSINESS OCCUPANCY - OUTPATIENT CLINIC

1.1 APPLICABLE CODES & STANDARDS

1.1.1 VA FIRE PROTECTION DESIGN MANUAL

1.1.2 NFPA 101, LIFE SAFETY CODE; 2018

1.1.3 NFPA 1, FIRE CODE; 2018

1.1.4 NFPA 220, STANDARD ON TYPE OF BUILDING CONSTRUCTION, 2018

1.1.5 NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS; 2018

1.1.6 NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER

SYSTEMS; 2019

1.1.7 NFPA 14, STANDARD FOR THE INSTALLATION OF STANDPIPES AND HOSE

SYSTEMS, 2019

1.1.8 NFPA 70, NATIONAL ELECTRIC CODE; 2020

1.1.9 NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE; 2019

1.1.10 INTERNATIONAL BUILDING CODE, 2018 (IBC) - (WHERE NFPA IS SILENT)

1.1.11 INTERNATIONAL ENERGY CODE, 2015 (IECC)

1.1.12 INTERNATIONAL PLUMBING CODE, 2018

1.1.13 INTERNATIONAL FUEL GAS CODE, 2018

1.1.14 INTERNATIONAL MECHANICAL CODE, 2018

1.1.15 VA BARRIER FREE DESIGN STANDARD REV. 11/1/18

1.2 OCCUPANCY CLASSIFICATION

NFPA 101 CHAPTER 38 AND IBC CHAPTER 3

1.2.1 GROUP B - BUSINESS

1.3 BUILDING HEIGHT & AREA LIMITATIONS - FULLY SPRINKLERED

IBC CHAPTER 5 - TYPE II B

(NFPA 101 DOES NOT LIMIT HEIGHT OR AREA FOR BUSINESS - MUST USE IBC PER THE VA FIRE

PROTECTION DESIGN MANUAL)

1.3.1 SECTION 508.3 OCCUPANCY: BUSINESS

1.3.2 IBC TABLE 503 ALLOWABLE HEIGHT = 75', ACTUAL = 58'-7"

1.3.3 IBC TABLE 503 ALLOWABLE STORIES = 4, ACTUAL = 4

1.3.4 IBC TABLE 503 ALLOWABLE AREA = 92,000, ACTUAL = 13,493 SF

1.4 CONSTRUCTION TYPE

NFPA 101 TABLE A.8.2.1.2

1.4.1 TYPE II (000)

1.5 FIRE RESISTIVE REQUIREMENTS

NFPA 101 TABLE A.8.2.1.2

1.5.1 PRIMARY STRUCTURAL FRAME = 0-HOUR RATING

1.5.2 BEARING WALLS, EXTERIOR = 0-HOUR RATING

1.5.3 BEARING WALLS, INTERIOR = 0-HOUR RATING

1.5.4 NON-BEARING WALLS & PARTITIONS, EXTERIOR = 0-HOUR RATING

1.5.5 NON-BEARING WALLS & PARTITIONS, INTERIOR = 0-HOUR RATING

1.5.6 FLOOR CONSTRUCTION = 0-HOUR RATING

1.5.7 ROOF CONSTRUCTION = 0-HOUR RATING

CODE ANALYSIS LEGEND

1 HOUR FIRE BARRIER PER NFPA 101 SECTION

7.3. OPENINGS FIRE RATED FOR 45 MINUTES

UNLESS SHAFT, EXIT ENCLOSURE, OR EXIT

PASSAGEWAY WALLS WHICH REQUIRE 1 HOUR

RATED OPENINGS.

2 HOUR FIRE BARRIER PER NFPA 101 SECTION

7.3. OPENINGS FIRE RATED FOR 90 MINUTES.

ROOM (NET) AND AREA (GROSS) TAGS

INDICATING SQUARE FOOTAGE / OCCUPANCY

LOAD FACTOR, AND RESULTING OCCUPANCY

BELOW

EGRESS PATH WITH NAME, SEGMENT LENGTH,

AND DIRECTION INDICATED

NFPA OCCUPANCY GROUP

AREA

NAME

150 SF 00

00 OCC.

PATH

OCCUPAN

CY

B

DOOR/STAIR INDICATORS

DOOR

0"

WIDTH

EXPECTED EGRESS

CAPACITY

WIDTH

ACTUAL EGRESS

CAPACITY

DOOR/STAIR ID

OPENING RATING IN

OPENING RATING IN

SMOKE PARTITION PER NFPA 101 SECTION 7.3.

OPENINGS TO HAVE 1 3/4" SOLID CORE DOOR

WITH CLOSER AND LATCHING HARDWARE

FIRE EXTINGUISHER CABINETFE

CLASS K FIRE EXTINGUISHER

CABINET

FE

*NOTE: AS DEPICTED ON THE SHEET,

ALL FIRE EXTINGUISHER CABINETS

MEET MIN. 75 FT REQUIREMENTS

A R C H I T E C T S E N G I N E E R S

CB DESIGN

Drawing Number:

Project Title:

Project Location:

Issue Date

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:

Revisions: Date: CONSULTANT:

23456789111111

B

C

D

E

F

G

H

I

J

123456789111111

/8

'-0

4 '

8 ' 6 '

/4

'-0

/8

'-0

/2

'-0

/4

'-0

'-0

-1

/2

'-0

'-0

Drawing of

Architect:

CB DESIGN GROUP, INC.

421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213

Life Safety Consultant:

COMPASS CONSULTING GROUP

3401 Enterprise Parkway Beachwood, OH 44122 216.249.7952 POC: David McCoy, PE

TOMAH VAMC

TOMAH, WISCONSIN

DECEMBER 15, 2022

676-325VA Tomah Outpatient Mental Health

BID SET

CODE ANALYSIS

GI-101

3-

8-

0.

G

I1

. 0 7/

/2

0.

pd f

SCALE: 1" = 20'-0"1 OCCUPANCY CLASSIFICATION - LEVEL 1

SCALE: 1" = 20'-0"2 OCCUPANCY CLASSIFICATION - LEVEL 2

SCALE: 1" = 20'-0"3 OCCUPANCY CLASSIFICATION - LEVEL 3

SCALE: 1" = 20'-0"4 OCCUPANCY CLASSIFICATION - ATTIC

SCALE: 1" = 20'-0"5 OCCUPANCY CLASSIFICATION - BASEMENT

SCALE : 1" = 20'-0"

0 20' 40'10'

OCCUPANCY CLASSIFICATION AREAS

FLOOR OCCUPANCY AREA

BASEMENT BUSINESS 1130 SF

FIRST LEVEL BUSINESS 13522 SF

SECOND LEVEL BUSINESS 13384 SF

THIRD LEVEL BUSINESS 13391 SF

ATTIC LEVEL BUSINESS 9780 SF

TOTAL AREA 51208 SF

OCCUPANT LOAD SCHEDULE

Level Name NFPA 101 Use Classification Area

NFPA 101 TABLE

7.3.1.2 Occupants

BASEMENT Basement Mechanical

Storage Areas, Mechanical Equipment Room 1130 SF 500 SF 3

BASEMENT 1130 SF 3

FIRST LEVEL Business Business Areas 11690 SF 150 SF 78 FIRST LEVEL Group Room Collaboration Spaces <450 SF 258 SF 30 SF 9 FIRST LEVEL Group Room Collaboration Spaces >450 SF 360 SF 15 SF 24 FIRST LEVEL Group Room Collaboration Spaces >450 SF 491 SF 15 SF 33 FIRST LEVEL Medical Supply Storage Areas, Mechanical Equipment Room 140 SF 500 SF 1 FIRST LEVEL Electrical Storage Areas, Mechanical Equipment Room 383 SF 500 SF 1 FIRST LEVEL Storage Storage Areas, Mechanical Equipment Room 69 SF 500 SF 1 FIRST LEVEL Electrical Storage Areas, Mechanical Equipment Room 32 SF 500 SF 1 FIRST LEVEL Storage Storage Areas, Mechanical Equipment Room 110 SF 500 SF 1 FIRST LEVEL Electrical Storage Areas, Mechanical Equipment Room 23 SF 500 SF 1

FIRST LEVEL 13555 SF 150

SECOND LEVEL Breakroom Assembly w/o Fixed Seats - Unconcentrated (Tables and Chairs)

571 SF 15 SF 39

SECOND LEVEL Teaching Kitchen Assembly w/o Fixed Seats - Unconcentrated (Tables and Chairs)

366 SF 15 SF 25

SECOND LEVEL Business Business Areas 11186 SF 150 SF 75 SECOND LEVEL Group Room Collaboration Spaces <450 SF 266 SF 30 SF 9 SECOND LEVEL Group Room Collaboration Spaces >450 SF 467 SF 15 SF 32 SECOND LEVEL Group Room Collaboration Spaces >450 SF 354 SF 15 SF 24 SECOND LEVEL Electrical Storage Areas, Mechanical Equipment Room 72 SF 500 SF 1 SECOND LEVEL Storage Storage Areas, Mechanical Equipment Room 66 SF 500 SF 1

SECOND LEVEL 13347 SF 206

THIRD LEVEL Breakroom Assembly w/o Fixed Seats - Unconcentrated (Tables and Chairs)

606 SF 15 SF 41

THIRD LEVEL Business Business Areas 11266 SF 150 SF 76 THIRD LEVEL Group Room Collaboration Spaces <450 SF 257 SF 30 SF 9 THIRD LEVEL Conference Collaboration Spaces <450 SF 236 SF 30 SF 8 THIRD LEVEL Group Room Collaboration Spaces >450 SF 463 SF 15 SF 31 THIRD LEVEL Group Room Collaboration Spaces >450 SF 357 SF 15 SF 24 THIRD LEVEL Electrical Storage Areas, Mechanical Equipment Room 72 SF 500 SF 1 THIRD LEVEL Storage Storage Areas, Mechanical Equipment Room 52 SF 500 SF 1 THIRD LEVEL Storage Storage Areas, Mechanical Equipment Room 83 SF 500 SF 1

THIRD LEVEL 13391 SF 192

ATTIC LEVEL Mechanical Penthouse

Storage Areas, Mechanical Equipment Room 9774 SF 500 SF 20

ATTIC LEVEL 9774 SF 20

Grand total 51196 SF 571

NOTE: SEE SHEETS GI102 AND GI103 FOR OCCUPANT LOAD

NOTE: THE FLOOR PLANS ON THIS SHEET (GI101) REPRESENT THE

OVERALL OCCUPANCY CLASSIFICATION TO DETERMINE BUILDING

AREA AND HEIGHT.

SHEETS GI102 AND GI103 INDICATE OCCUPANT LOADS PER USE OF

EACH SPACE TO DETERMINE REQUIRED MEANS OF EGRESS.

**NOTE: ANY MODIFICATION OF DESIGN FOR SCOPE REDUCTION OR ADDITION REQUIRES A LIFE SAFETY REVIEW WITH A

REVISED LIFE SAFETY PLAN

A R C H I T E C T S E N G I N E E R S

CB

Project Title:

EXPAND AND RENOVATE

B404 FOR OUTPATIENT

MENTAL HEALTH

Checked By:

W s Drawn By:

David McCoy

Jason Geibel

2 23712/15/2022 2 of 2332 of 233

DN

DOOR

2' - 8" 160 32

DOOR

2' - 8" 160 32

DOOR

2' - 8"

160 31 DOOR

6' - 8" 400 31

DOOR

3' - 8" 220 32

JT

JT

Range

DOOR STAIR

2' - 8"

5' - 0"

E

96 96

DOOR STAIR

2' - 8"

5' - 0"

W

97 97

11690 SF

Business

360 SF

Group Room

258 SF

Group Room

NFPA 101 Use Classification

Business Areas

Collaboration Spaces <450 SF

Collaboration Spaces >450 SF

Storage Areas, Mechanical Equipment Room

EAST STAIR - INTERIOR EXIT

DISCHARGE IN

ACCORDANCE WITH NFPA

101 SECTION 7.7.2

PA

TH

.1

'-2

PATH 1.2 - 152'-8" COMMON PATH 1.1 - 70'-7"

90 90

9090 90

491 SF

Group Room

140 SF

Medical Supply

383 SF

Electrical

FEC

FEC

FEC

FEC

69 SF

Storage

32 SF

Electrical

110 SF

Storage

4523 SF

Electrical

11186 SF

Business

467 SF

Group Room

354 SF

Group Room

266 SF

Group Room

571 SF

Breakroom

72 SF

Electrical

90 90

90 90 90

366 SF

Teaching Kitchen

PATH 2.2 - 45'-9"

PATH 2.3 - 83'-7"

PATH 2.1 - 115'-2"

COMMON PATH 2.1 - 73'-6"

DEAD-END 2.1 - 39'-6"

SHADED AREA DENOTES

2HR RATED HORIZONTAL

BARRIER FLOOR

ENCLOSURE BELOW

FE

FE

FE

FE

FE

66 SF

Storage

CODE ANALYSIS LEGEND

1 HOUR FIRE BARRIER PER NFPA 101 SECTION

7.3. OPENINGS FIRE RATED FOR 45 MINUTES

UNLESS SHAFT, EXIT ENCLOSURE, OR EXIT

PASSAGEWAY WALLS WHICH REQUIRE 1 HOUR

RATED OPENINGS.

2 HOUR FIRE BARRIER PER NFPA 101 SECTION

7.3. OPENINGS FIRE RATED FOR 90 MINUTES.

ROOM (NET) AND AREA (GROSS) TAGS

INDICATING SQUARE FOOTAGE / OCCUPANCY

LOAD FACTOR, AND RESULTING OCCUPANCY

BELOW

EGRESS PATH WITH NAME, SEGMENT LENGTH,

AND DIRECTION INDICATED

NFPA OCCUPANCY GROUP

AREA

NAME

150 SF 00

00 OCC.

PATH

OCCUPAN

CY

B

DOOR/STAIR INDICATORS

DOOR

0"

WIDTH

EXPECTED EGRESS

CAPACITY

WIDTH

ACTUAL EGRESS

CAPACITY

DOOR/STAIR ID

OPENING RATING IN

OPENING RATING IN

SMOKE PARTITION PER NFPA 101 SECTION 7.3.

OPENINGS TO HAVE 1 3/4" SOLID CORE DOOR

WITH CLOSER AND LATCHING HARDWARE

FIRE EXTINGUISHER CABINETFE

CLASS K FIRE EXTINGUISHER

CABINET

FE

*NOTE: AS DEPICTED ON THE SHEET,

ALL FIRE EXTINGUISHER CABINETS

MEET MIN. 75 FT REQUIREMENTS

A R C H I T E C T S E N G I N E E R S

Drawing Number:

Project Title:

Project Location:

Issue Date

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:

Revisions: Date: CONSULTANT:

23456789111111

B

C

D

E

F

G

H

I

J

123456789111111

/8

'-0

4 '

8 ' 6 '

/4

'-0

/8

'-0

/2

'-0

/4

'-0

'-0

-1

/2

'-0

'-0

Drawing of

Architect:

CB DESIGN GROUP, INC.

421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213

Life Safety Consultant:

COMPASS CONSULTING GROUP

3401 Enterprise Parkway Beachwood, OH 44122 216.249.7952 POC: David McCoy, PE

TOMAH VAMC

TOMAH, WISCONSIN

DECEMBER 15, 2022

676-325VA Tomah Outpatient Mental Health

BID SET

LIFE SAFETY PLAN - LEVEL 1 AND 2

GI-102

3-

8-

0.

G

I1

. 0 2/

/2

0.

pd f

SCALE: 3/32" = 1'-0"1 OCCUPANT LOAD AND EGRESS - LEVEL 1

SCALE: 3/32" = 1'-0"2 OCCUPANT LOAD AND EGRESS - LEVEL 2

SCALE : 1" = 20'-0"

0 20' 40'10'

EGRESS PATH SCHEDULE LEVELS 1...

LEVEL PATH NAME

TRAVEL

DISTANCE

MAXIMUM

ALLOWABLE

LEVEL 1 COMMON PATH 1.1 78'-7" 100'-0"

LEVEL 1 PATH 1.1 78'-2" 300'-0"

LEVEL 1 PATH 1.2 147'-3" 300'-0"

LEVEL 2 COMMON PATH 2.1 73'-6" 100'-0"

LEVEL 2 DEAD-END 2.1 39'-6" 50'-0"

LEVEL 2 PATH 2.1 115'-2" 300'-0"

LEVEL 2 PATH 2.2 75'-9" 300'-0"

LEVEL 2 PATH 2.3 88'-11" 300'-0"

OCCUPANT LOAD SCHEDULE 1st FLOOR Level Name NFPA 101 Use Classification Area

NFPA 101

TABLE 7.3.1.2 Occupants

FIRST LEVEL Business Business Areas 11690 SF 150 SF 78 FIRST LEVEL Group Room Collaboration Spaces <450 SF 258 SF 30 SF 9 FIRST LEVEL Group Room Collaboration Spaces >450 SF 360 SF 15 SF 24 FIRST LEVEL Group Room Collaboration Spaces >450 SF 491 SF 15 SF 33 FIRST LEVEL Medical Supply Storage Areas, Mechanical Equipment Room 140 SF 500 SF 1 FIRST LEVEL Electrical Storage Areas, Mechanical Equipment Room 383 SF 500 SF 1 FIRST LEVEL Storage Storage Areas, Mechanical Equipment Room 69 SF 500 SF 1 FIRST LEVEL Electrical Storage Areas, Mechanical Equipment Room 32 SF 500 SF 1 FIRST LEVEL Storage Storage Areas, Mechanical Equipment Room 110 SF 500 SF 1 FIRST LEVEL Electrical Storage Areas, Mechanical Equipment Room 23 SF 500 SF 1

FIRST LEVEL 13555 SF 150

Grand total 13555 SF 150

OCCUPANT LOAD SCHEDULE 2nd FLOOR Level Name NFPA 101 Use Classification Area

NFPA 101

TABLE 7.3.1.2 Occupants

SECOND LEVEL Breakroom Assembly w/o Fixed Seats - Unconcentrated (Tables and Chairs)

571 SF 15 SF 39

SECOND LEVEL Teaching Kitchen Assembly w/o Fixed Seats - Unconcentrated (Tables and Chairs)

366 SF 15 SF 25

SECOND LEVEL Business Business Areas 11186 SF 150 SF 75 SECOND LEVEL Group Room Collaboration Spaces <450 SF 266 SF 30 SF 9 SECOND LEVEL Group Room Collaboration Spaces >450 SF 467 SF 15 SF 32 SECOND LEVEL Group Room Collaboration Spaces >450 SF 354 SF 15 SF 24 SECOND LEVEL Electrical Storage Areas, Mechanical Equipment Room 72 SF 500 SF 1 SECOND LEVEL Storage Storage Areas, Mechanical Equipment Room 66 SF 500 SF 1

SECOND LEVEL 13347 SF 206

Grand total 13347 SF 206

**NOTE: ANY MODIFICATION OF DESIGN FOR SCOPE REDUCTION OR ADDITION REQUIRES A LIFE SAFETY REVIEW WITH A

REVISED LIFE SAFETY PLAN

A R C H I T E C T S E N G I N E E R S

CB

Project Title:

EXPAND AND RENOVATE

B404 FOR OUTPATIENT

MENTAL HEALTH

Building:

Checked By:

W s Drawn By:

David McCoy

Jason Geibel

3 23712/15/2022

1S2A

1S1

2S1

2S2

3 of 2333 of 233

DOOR STAIR

2' - 8"

5' - 0"

E

94 94

DOOR STAIR

2' - 8"

5' - 0"

W

94 94

JT

JT

STAIR

5' - 0"

E

11266 SF

Business

463 SF

Group Room

357 SF

Group Room

257 SF

Group Room

236 SF

Conference

72 SF

Electrical

NFPA 101 Use Classification

Assembly w/o Fixed Seats - Unconcentrated (Tables and Chairs)

Business Areas

Collaboration Spaces <450 SF

Collaboration Spaces >450 SF

Storage Areas, Mechanical Equipment Room

606 SF

Breakroom

90 90

90 90 90

PATH 3.2 - 69'-11"

PATH 3.3 - 83'-7"

PATH 3.1 - 115'-2" COMMON PATH 3.1 - 68'-7"

D

EA

D

-E N

D

.1

FE

FE

FE

FE

52 SF

Storage

83 SF

Storage

9774 SF

Mechanical Penthouse

SHADED AREA DENOTES

2HR RATED HORIZONTAL

BARRIER FLOOR

SHADED AREA DENOTES

2HR RATED HORIZONTAL

BARRIER FLOOR

SHADED AREA DENOTES

2HR RATED HORIZONTAL

BARRIER FLOOR

FE FEFE

1130 SF

Basement Mechanical

FEC

ELEVATOR PIT

CODE ANALYSIS LEGEND

1 HOUR FIRE BARRIER PER NFPA 101 SECTION

7.3. OPENINGS FIRE RATED FOR 45 MINUTES

UNLESS SHAFT, EXIT ENCLOSURE, OR EXIT

PASSAGEWAY WALLS WHICH REQUIRE 1 HOUR

RATED OPENINGS.

2 HOUR FIRE BARRIER PER NFPA 101 SECTION

7.3. OPENINGS FIRE RATED FOR 90 MINUTES.

ROOM (NET) AND AREA (GROSS) TAGS

INDICATING SQUARE FOOTAGE / OCCUPANCY

LOAD FACTOR, AND RESULTING OCCUPANCY

BELOW

EGRESS PATH WITH NAME, SEGMENT LENGTH,

AND DIRECTION INDICATED

NFPA OCCUPANCY GROUP

AREA

NAME

150 SF 00

00 OCC.

PATH

OCCUPAN

CY

B

DOOR/STAIR INDICATORS

DOOR

0"

WIDTH

EXPECTED EGRESS

CAPACITY

WIDTH

ACTUAL EGRESS

CAPACITY

DOOR/STAIR ID

OPENING RATING IN

OPENING RATING IN

SMOKE PARTITION PER NFPA 101 SECTION 7.3.

OPENINGS TO HAVE 1 3/4" SOLID CORE DOOR

WITH CLOSER AND LATCHING HARDWARE

FIRE EXTINGUISHER CABINETFE

CLASS K FIRE EXTINGUISHER

CABINET

FE

*NOTE: AS DEPICTED ON THE SHEET,

ALL FIRE EXTINGUISHER CABINETS

MEET MIN. 75 FT REQUIREMENTS

A R C H I T E C T S E N G I N E E R S

Drawing Number:

Project Title:

Project Location:

Issue Date

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:

Revisions: Date: CONSULTANT:

23456789111111

B

C

D

E

F

G

H

I

J

123456789111111

/8

'-0

4 '

8 ' 6 '

/4

'-0

/8

'-0

/2

'-0

/4

'-0

'-0

-1

/2

'-0

'-0

Drawing of

Architect:

CB DESIGN GROUP, INC.

421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213

Life Safety Consultant:

COMPASS CONSULTING GROUP

3401 Enterprise Parkway Beachwood, OH 44122 216.249.7952 POC: David McCoy, PE

TOMAH VAMC

TOMAH, WISCONSIN

DECEMBER 15, 2022

676-325VA Tomah Outpatient Mental Health

BID SET

LIFE SAFETY PLAN - LEVEL 3, ATTIC,

AND BASEMENT

GI-103

3-

8-

0.

G

I1

. 0 2/

/2

0.

pd f

SCALE: 3/32" = 1'-0"1 OCCUPANT LOAD AND EGRESS - LEVEL 3

SCALE: 3/32" = 1'-0"2 OCCUPANT LOAD AND EGRESS - ATTIC

SCALE: 3/32" = 1'-0"3 OCCUPANT LOAD AND EGRESS - BASEMENT

EGRESS PATH SCHEDULE LEVEL 3

LEVEL PATH NAME TRAVEL DISTANCE

MAXIMUM

ALLOWABLE

LEVEL 3 COMMON PATH 3.1 68'-7" 100'-0"

LEVEL 3 DEAD-END 3.1 31'-6" 50'-0"

LEVEL 3 PATH 3.1 115'-2" 300'-0"

LEVEL 3 PATH 3.2 69'-11" 300'-0"

LEVEL 3 PATH 3.3 88'-7" 300'-0"

OCCUPANT LOAD SCHEDULE ATTIC

Level Name NFPA 101 Use Classification Area

NFPA 101

TABLE 7.3.1.2 Occupants

ATTIC LEVEL Mechanical Penthouse

Storage Areas, Mechanical Equipment Room 9774 SF 500 SF 20

ATTIC LEVEL 9774 SF 20

Grand total 9774 SF 20

OCCUPANT LOAD SCHEDULE 3rd FLOOR Level Name NFPA 101 Use Classification Area

NFPA 101

TABLE 7.3.1.2 Occupants

THIRD LEVEL Breakroom Assembly w/o Fixed Seats - Unconcentrated (Tables and Chairs)

606 SF 15 SF 41

THIRD LEVEL Business Business Areas 11266 SF 150 SF 76 THIRD LEVEL Group Room Collaboration Spaces <450 SF 257 SF 30 SF 9 THIRD LEVEL Conference Collaboration Spaces <450 SF 236 SF 30 SF 8 THIRD LEVEL Group Room Collaboration Spaces >450 SF 463 SF 15 SF 31 THIRD LEVEL Group Room Collaboration Spaces >450 SF 357 SF 15 SF 24 THIRD LEVEL Electrical Storage Areas, Mechanical Equipment Room 72 SF 500 SF 1 THIRD LEVEL Storage Storage Areas, Mechanical Equipment Room 52 SF 500 SF 1 THIRD LEVEL Storage Storage Areas, Mechanical Equipment Room 83 SF 500 SF 1

THIRD LEVEL 13391 SF 192

Grand total 13391 SF 192

OCCUPANT LOAD SCHEDULE BASEMENT

Level Name NFPA 101 Use Classification Area

NFPA 101

TABLE 7.3.1.2 Occupants

BASEMENT Basement Mechanical

Storage Areas, Mechanical Equipment Room 1130 SF 500 SF 3

BASEMENT 1130 SF 3

Grand total 1130 SF 3

**NOTE: ANY MODIFICATION OF DESIGN FOR SCOPE REDUCTION OR ADDITION REQUIRES A LIFE SAFETY REVIEW WITH A

REVISED LIFE SAFETY PLAN

A R C H I T E C T S E N G I N E E R S

CB

Project Title:

EXPAND AND RENOVATE

B404 FOR OUTPATIENT

MENTAL HEALTH

Building:

Checked By:

W s Drawn By:

David McCoy

Jason Geibel

4 23712/15/2022

3S2

3S1

4 of 2334 of 233

Ramp

Concrete Walk

C oncrete W alk

Concrete Walk

Concrete Walk

Concrete Walk

Concrete Walk

Concrete Walk

Concrete Walk

Ramp

Handrail

Raised Conc.

Wall

Trash

TEMPORARY CONSTRUCTION FENCE

WITH LOCK REQUIRED TYP.

TRASH ROUTE/EMERGENCY INGRESS/EGRESS

KEEP CLEAR

EMERGENCY INGRESS/EGRESS ROUTE

KEEP CLEAR

PROPOSED JOB TRAILER STAGING AREA

24' CONSTRUCTION GATE

TYP.

24' CONSTRUCTION GATE

TYP. WITH LOCK

24' CONSTRUCTION GATE

WITH LOCK TYP.

TEMPORARY CONSTRUCTION FENCE

REQUIRED TYP.

TEMPORARY ACCESSIBLE

EGRESS/INGRESS ROUTE

CONTRACTOR

STAGING AREA

AND SPOILS AREA WITH APPROPRIATE

EROSION CONTROLS MEASURES

CONSTRUCTION SIGN AND SAFETY SIGN

948.94

SETN

948.48

SET CP 3 3.25 IN BRASS IN CONC

949.50

CK KA VRS 12-2-15

A R C H I T E C T S E N G I N E E R S

TOMAH VAMC

TOMAH, WISCONSIN

December 15, 2022

676-325

AJAAJA

EXPAND AND RENOVATE FOR

OUTPATIENT MENTAL

HEALTH

100% CD SET

Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:

Revisions: Date: CONSULTANT:

23456789101112131415

B

C

D

E

F

G

H

I

J

123456789101112131415

1/ 8"

=1 '-0

4'

8'

1/ 4"

=1 '-0

4'

8'

3/ 8"

=1 '-0

1/

2" =1

'-0

3/ 4"

=1 '-0

1"

=1 '-0

1-

1/ 2"

=1 '-0

3"

=1 '-0

2'

4' 6'

2'

4' 6"

1'

2' 3'

6"

1' 2'

6"

1'

1' 6"

Drawing of

Architect:

CB DESIGN GROUP, INC.

421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213

XX

XX

X.

XX

XX

X-

X

XX

. X

XX

. A Ex xx . Y

YY

YM

M D

D .p df

EXTREME CAUTION MUST BE EXCERCISED BEFORE AN

EXCAVATION TAKES PLACE ON OR NEAR THIS SITE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR

CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES.

THEY SHALL COOPERATE WITH ALL UTILITY

COMPANIES IN MAINTAINING THEIR SERVICE AND/OR

RELOCATION OF LINES.

1 1" = 20'

SITE STAGING

DESCRIPTION OF PROPERTY SURVEYED

Part of the following described land:

Part of the SW 1/4 of Sec 27-T18N-R1W and part of the East 1/2 of the SE 1/4 of Sec 28-18N-R1W see 2 csm's page 240- #321806 (12.48 AC in NE 1/4 of SW 1/4) (per Monroe County GIS website)

General Survey Notes

1. Bearings are based on the Monroe County Coordinate System.

2. Site Address: 500 E Veterans St, Tomah, WI 54660..

3. Site Benchmark is the top nut hydrant located along G Street, 55+/- feet north of building No. 404, having an elevation of 952.89 feet, As shown hereon.

4. We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plans obtained from utility companies, plans provided by client, markings by utility companies and other appropriate sources. We have used this information to develop a view of the underground utilities for this site. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property.

5. This map and report was prepared without the benefit of a Commitment for Title Insurance. The property descriptions hereon were obtained from the Monroe County GIS website and may or may not be the latest description of record. There may be easements or other matters of record that we are unaware of and thus not shown hereon.

6. We have not established any boundary information as part of this survey. This survey was prepared to show a partial topographic survey for and around building No. 404.

7. Some of the underground utilities were taken from a utility survey provided by the client.

General Civil Notes

1. Contractor shall comply with all applicable local, state and federal laws.

2. For viewing clarity of these plans, the pipes or structures may not be drawn to scale.

OVERHEAD UTILITIES

FIBER OPTIC

SANITARY SEWER

STORM SEWER

TELEPHONE LINE

CABLE LINE

WATERMAIN

ELECTRIC LINE

GASMAIN

CHAINLINK FENCELINE

SIGN

SANITARY MANHOLE

STORM MANHOLE

CABLE TV BOX

TELEPHONE MANHOLE

ELECTRIC TRANSFORMER

TELEPHONE BOX

TRAFFIC SIGNAL

GAS METER

ELECTRICAL METER

WATER MANHOLE

WATER VALVE

AIR CONDITIONER

BOLLARD

CATCH BASIN

ELECTRIC MANHOLE

GAS VALVE

FLAG POLE

HANDICAP SYMBOL

FOUND IRON MONUMENT

HYDRANT

CAST IRON MONUMENT

SET IRON MONUMENT

FLARED END SECTION

Linetype & Symbol Legend

POWER POLE

UTILITY MANHOLE

CONCRETE SURFACE

PAVER SURFACE

BITUMINOUS SURFACE

GRAVEL/LANDSCAPE

GUY WIRE

CONIFEROUS TREE

DECIDUOUS TREE

SURFACE

WOODEN FENCELINE

GUARDRAIL

ROOF DRAIN

CONSTRUCTION LIMITS

EGRESS/INGRESS ROUTE

TEMP. CONST. FENCE

GC-101

SITE STAGING AND PHASING

KEY MAP

SITE

NORTH

PHASE 2

PHASE 1

PROJECT NORTH TRUE NORTH

PHASE 2 CONSTRUCTION WALKWAY, COVERED

PHASE 2 CONSTRUCTION FENCE LAYOUT

PHASE 2 CONSTRUCTION WALKWAY, COVERED

BID SET

Submission:

5 237

Civil Engineer:

QUETICA, LLC

5775 Wayzata Boulevard, Suite 700 Saint Louis Park, MN 55416 POC: Eric Beazley 651-964-4646 *871

A R C H I T E C T S E N G I N E E R S

5 of 2335 of 233

47.2

11.0

50.01.8

117.8

149.9

28.9

21.0

32.2 20.9

10.0 2.3 20.1

30.2

20.02.59.9

21.0

32.2

21.0

38.1

11.035.2

11.0

38.0

20.9

32.2

21.0

9.92.5

20.1

9.6

46.1

42.3 57.8

46.2

10.5 20.1

2.5 10.0

20.9

32.3 20.9

38.1

39.7

20.3

11.0

14.0

109.1

127.4

Ramp

Concrete Walk

C oncrete W alk

Concrete Walk

Concrete Walk

Concrete Walk

Concrete Walk

Concrete Walk

Concrete Walk

Ramp

Handrail

Raised Conc.

Wall

Trash

948.94

SETN

948.48

SET CP 3 3.25 IN BRASS IN CONC

949.50

CK KA VRS 12-2-15

948.94

SETN

948.48

SET CP 3 3.25 IN BRASS IN CONC

949.11

CK VRS

949.50

CK KA VRS 12-2-15

A R C H I T E C T S E N G I N E E R S

December 15, 2022

676-325

AJAAJA

EXPAND AND RENOVATE FOR

OUTPATIENT MENTAL

HEALTH

100% CD SET

Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:

Revisions: Date: CONSULTANT:

23456789101112131415

B

C

D

E

F

G

H

I

J

123456789101112131415

1/ 8"

=1 '-0

4'

8'

1/ 4"

=1 '-0

4'

8'

3/ 8"

=1 '-0

1/

2" =1

'-0

3/ 4"

=1 '-0

1"

=1 '-0

1-

1/ 2"

=1 '-0

3"

=1 '-0

2'

4' 6'

2'

4' 6"

1'

2' 3'

6"

1' 2'

6"

1'

1' 6"

Drawing of

Architect:

CB DESIGN GROUP, INC.

421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213

XX

XX

X.

XX

XX

X-

X

XX

. X

XX

. A Ex xx . Y

YY

YM

M D

D .p df

EXTREME CAUTION MUST BE EXCERCISED BEFORE AN

EXCAVATION TAKES PLACE ON OR NEAR THIS SITE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR

CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES.

THEY SHALL COOPERATE WITH ALL UTILITY

COMPANIES IN MAINTAINING THEIR SERVICE AND/OR

RELOCATION OF LINES.

1 1" = 20' Site Survey

PROJECT NORTH

DESCRIPTION OF PROPERTY SURVEYED

Part of the following described land:

Part of the SW 1/4 of Sec 27-T18N-R1W and part of the East 1/2 of the SE 1/4 of Sec 28-18N-R1W see 2 csm's page 240- #321806 (12.48 AC in NE 1/4 of SW 1/4) (per Monroe County GIS website)

General Survey Notes

1. Bearings are based on the Monroe County Coordinate System.

2. Site Address: 500 E Veterans St, Tomah, WI 54660..

3. Site Benchmark is the top nut hydrant located along G Street, 55+/- feet north of building No. 404, having an elevation of 952.89 feet, As shown hereon.

4. We have shown the location of utilities to the best of our ability based on observed evidence together with evidence from the following sources: plans obtained from utility companies, plans provided by client, markings by utility companies and other appropriate sources. We have used this information to develop a view of the underground utilities for this site. However, lacking excavation, the exact location of underground features cannot be accurately, completely and reliably depicted. Where additional or more detailed information is required, the client is advised that excavation may be necessary. Also, please note that seasonal conditions may inhibit our ability to visibly observe all the utilities located on the subject property.

5. This map and report was prepared without the benefit of a Commitment for Title Insurance. The property descriptions hereon were obtained from the Monroe County GIS website and may or may not be the latest description of record. There may be easements or other matters of record that we are unaware of and thus not shown hereon.

6. We have not established any boundary information as part of this survey. This survey was prepared to show a partial topographic survey for and around building No. 404.

7. Some of the underground utilities were taken from a utility survey provided by the client.

OVERHEAD UTILITIES

FIBER OPTIC

SANITARY SEWER

STORM SEWER

TELEPHONE LINE

CABLE LINE

WATERMAIN

ELECTRIC LINE

GASMAIN

CHAINLINK FENCELINE

SIGN

SANITARY MANHOLE

STORM MANHOLE

CABLE TV BOX

TELEPHONE MANHOLE

ELECTRIC TRANSFORMER

TELEPHONE BOX

TRAFFIC SIGNAL

GAS METER

ELECTRICAL METER

WATER MANHOLE

WATER VALVE

AIR CONDITIONER

BOLLARD

CATCH BASIN

ELECTRIC MANHOLE

GAS VALVE

FLAG POLE

HANDICAP SYMBOL

FOUND IRON MONUMENT

HYDRANT

CAST IRON MONUMENT

SET IRON MONUMENT

FLARED END SECTION

Linetype & Symbol Legend

POWER POLE

UTILITY MANHOLE

CONCRETE SURFACE

PAVER SURFACE

BITUMINOUS SURFACE

GRAVEL/LANDSCAPE

GUY WIRE

CONIFEROUS TREE

DECIDUOUS TREE

SURFACE

WOODEN FENCELINE

GUARDRAIL

ROOF DRAIN

CONSTRUCTION LIMITS

EGRESS/INGRESS ROUTE

TEMP. CONST. FENCE

VF-101

SITE SURVEY

KEY MAP

SITE

NORTH

TRUE NORTH

BENCHMARK

BID SET

Submission:

6 237

Civil Engineer:

QUETICA, LLC

5775 Wayzata Boulevard, Suite 700 Saint Louis Park, MN 55416 POC: Eric Beazley 651-964-4646 *871

6 of 2336 of 233

Ramp

Concrete Walk

C oncrete W alk

Concrete Walk

Concrete Walk

Concrete Walk

Concrete Walk

Concrete Walk

Concrete Walk

Ramp

Handrail

Raised Conc.

Wall

Trash

EXISTING BUSH TO BE REMOVED

AND DISPOSED

EXISTING TREE TO BE REMOVED

EXISTING SOD TO BE REMOVED

REMOVE TOPSOIL AND STOCKPILE

ON SITE

EXISTING SIDEWALK AND STAIRCASE TO

BE REMOVED AND DISPOSED

EXISTING TREE TO BE REMOVED

EXISTING SIDEWALK AND ADA RAMP

TO BE REMOVED AND DISPOSED

PROTECT EXISTING ELECTRICAL TO REMAIN

PROTECT FIRE HYDRANT TO REMAIN

PROTECT EXISTING SIGN TO REMAIN

PROTECT EXISTING TREE TO REMAIN

PROTECT EXISTING TREE TO REMAIN

REMOVE AND DISPOSE EXISTING TREE

EXISTING TREE TO BE REMOVED

AND DISPOSED

EXISTING SIGNS TO BE SALVAGED

REMOVE EXISTING STAIR CASE

REMOVE AND DISPOSE EXISTING SIDEWALK

EXISTING STAIRS TO REMOVE AND DISPOSE

SAWCUT (FULL DEPTH)

CONCRETE SIDEWALK

EXISTING SOD TO BE REMOVED

REMOVE TOPSOIL AND STOCKPILE

ON SITE

PROTECT EX. CURB/GUTTER &

PAVEMENT TO REMAIN

REMOVE AND DISPOSE EXISTING

CURB AND PAVEMENT

FIELD VERIFY SUBSURFACE CONDITIONS

EXISTING BITUMINOUS TO BE

REMOVED AND DISPOSED

EXISTING SOD TO BE REMOVED

REMOVE TOPSOIL AND STOCKPILE

ON SITE

PROTECT EXISTING STMH TO REMAIN

PROTECT EXISTING ELECTRICAL PEDESTAL TO REMAIN

EXISTING SOD TO BE REMOVED

REMOVE TOPSOIL AND STOCKPILE

ON SITE

REMOVE AND DISPOSE EXISTING SIDEWALK

PROTECT EXISTING BICYCLE RACK TO BE RELOCATED

EXISTING LANDSCAPING ROCK TO

BE REMOVED AND DISPOSED

948.94

SETN

948.48

SET CP 3 3.25 IN BRASS IN CONC

949.50

CK KA VRS 12-2-15

948.94

SETN

948.48

SET CP 3 3.25 IN BRASS IN CONC

949.11

CK VRS

949.50

CK KA VRS 12-2-15

A R C H I T E C T S E N G I N E E R S

December 15, 2022

676-325

AJAAJA

EXPAND AND RENOVATE FOR

OUTPATIENT MENTAL

HEALTH

100% CD SET

Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:

Revisions: Date: CONSULTANT:

23456789101112131415

B

C

D

E

F

G

H

I

J

123456789101112131415

1/ 8"

=1 '-0

4'

8'

1/ 4"

=1 '-0

4'

8'

3/ 8"

=1 '-0

1/

2" =1

'-0

3/ 4"

=1 '-0

1"

=1 '-0

1-

1/ 2"

=1 '-0

3"

=1 '-0

2'

4' 6'

2'

4' 6"

1'

2' 3'

6"

1' 2'

6"

1'

1' 6"

Drawing of

Architect:

CB DESIGN GROUP, INC.

421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213

XX

XX

X.

XX

XX

X-

X

XX

. X

XX

. A Ex xx . Y

YY

YM

M D

D .p df

EXTREME CAUTION MUST BE EXCERCISED BEFORE AN

EXCAVATION TAKES PLACE ON OR NEAR THIS SITE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR

CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES.

THEY SHALL COOPERATE WITH ALL UTILITY

COMPANIES IN MAINTAINING THEIR SERVICE AND/OR

RELOCATION OF LINES.

DEMOLITION NOTES

A. Protect existing curb and gutter along streets and otherwise, except as noted.

B. Sawcut all edges (along demolition areas) of pavement and curb/gutter.

C. Protect adjacent properties and buildings.

D. The Contractor shall take all precautions necessary to avoid property damage to adjacent properties during the construction phase of the project. The Contractor will be held responsible for any damages to adjacent properties occurring during the construction phase of this project.

E. The Contractor will be responsible for providing and maintaining traffic control devices such as barricades, warning signs, directional signs, flagmen and lights to control the movement of traffic where necessary. Placement of these devices shall be approved by the Owner prior to placement. Traffic control devices shall conform to the appropriate Minnesota Department of Transportation standards.

F. In accordance with generally accepted construction practices, the Contractor will be solely and completely responsible for conditions on the job site, including safety of all persons and property during the performance of the work. This requirement will apply continuously and not be limited to normal working hours.

G. The duty of the developer or engineer to conduct construction review of the Contractor's performance is not intended to review the adequacy of the Contractor's safety measures in, or near the construction site.

H. Before beginning construction, the Contractor shall comply with the erosion control plan and/or permit and maintain proper drainage in all construction areas.

I. The Contractor shall field verify locations and elevations of existing utilities and topographic features prior to commencement of construction activity. The Contractor shall notify the engineer of any discrepancies or variations from the plans.

J. Existing to Remain: Existing items of construction that are not to be permanently removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.

K. Unless otherwise indicated, demolition waste becomes property of Contractor.

L. If appropriate, refer to the environmental plans and specifications for hazardous material remediation.

M. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

N. Provide protection to allow safe passage of people around selective demolition area and to and from occupied portions of building.

O. Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.

P. Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations.

Q. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site.

R. Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, remove demolished materials from Project site and legally dispose of them in an approved landfill.

S. Do not allow demolished materials to accumulate on-site.

T. Clear and grub and remove all trees, vegetation and site debris prior to grading. All removed material shall be hauled from the site daily. All clearing and grubbing and removals shall be performed per the contract specifications. Erosion control measures shall be immediately established upon removal.

1 1" = 15'

SITE DEMOLITION PLAN

SITE DEMOLITION PLAN

CD-101

OVERHEAD UTILITIES

FIBER OPTIC

SANITARY SEWER

STORM SEWER

TELEPHONE LINE

CABLE LINE

WATERMAIN

ELECTRIC LINE

GASMAIN

CHAINLINK FENCELINE

SIGN

SANITARY MANHOLE

STORM MANHOLE

CABLE TV BOX

TELEPHONE MANHOLE

ELECTRIC TRANSFORMER

TELEPHONE BOX

TRAFFIC SIGNAL

GAS METER

ELECTRICAL METER

WATER MANHOLE

WATER VALVE

AIR CONDITIONER

BOLLARD

CATCH BASIN

ELECTRIC MANHOLE

GAS VALVE

FLAG POLE

HANDICAP SYMBOL

FOUND IRON MONUMENT

HYDRANT

CAST IRON MONUMENT

SET IRON MONUMENT

FLARED END SECTION

Linetype & Symbol Legend

POWER POLE

UTILITY MANHOLE

CONCRETE SURFACE

PAVER SURFACE

BITUMINOUS SURFACE

GRAVEL/LANDSCAPE

GUY WIRE

CONIFEROUS TREE

DECIDUOUS TREE

SURFACE

WOODEN FENCELINE

GUARDRAIL

ROOF DRAIN

CONSTRUCTION LIMITS

EGRESS/INGRESS ROUTE

TEMP. CONST. FENCE

KEY MAP

SITE

NORTH

PHASE 2

PHASE 1

PROJECT NORTH TRUE NORTH

BID SET

Submission:

7 237

Civil Engineer:

QUETICA, LLC

5775 Wayzata Boulevard, Suite 700 Saint Louis Park, MN 55416 POC: Eric…