ATTACHMENT 3 - Drawings - General.pdf

N or th

AREA OF WORK

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

D :\R ev it

\2 1.

_G

E N

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_c ur tis rid en ou r.

rv t 5/

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P M

GI001

COVER CONSTRUCT MENTAL HEALTH

OUTPATIENT BLDG 52 ADDITION

2101 ELM STREET, FARGO, ND 58102

437-316

05/26/2023 TW PJS

100% BID DOCUMENTS

VEG 21.05

FARGO VA HEALTH CARE SYSTEM

2101 ELM STREET, FARGO, ND 58102

VA PROJECT #: 437-316

CONSTRUCT MENTAL HEALTH OUTPATIENT BLDG 52 ADDITION

DWG 1 of 188

CONTRACT DOCUMENTS SUBMISSION

FULLY SPRINKLERED

SHEET NO. SHEET NAME

PLUMBING

P-001 PLUMBING ABBREVIATIONS, SYMBOLS, & LEGENDS

PQ601 EQUIPMENT & FIXTURE SCHEDULES

PP111 DOMESTIC WATER PLAN - LEVEL 1

PP112 DOMESTIC WATER PLAN - LEVEL 2

PP113 DOMESTIC WATER PLAN - PENTHOUSE

PP901 DOMESTIC WATER RISER DIAGRAM

PW111 DRAIN WASTE VENT PLAN - LEVEL 1

PW112 DRAIN WASTE VENT PLAN - LEVEL 2

PW113 DRAIN WASTE VENT PLAN - PENTHOUSE

PW901 DRAIN WASTE VENT RISER DIAGRAM

MECHANICAL

M-001 MECHANICAL ABBREVIATIONS & NOTES

M-002 MECHANICAL SYMBOLS

MQ601 EQUIPMENT SCHEDULES

MQ602 EQUIPMENT SCHEDULES

MI111 INSTRUMENTATION PLAN - LEVEL 1

MI112 INSTRUMENTATION PLAN - LEVEL 2

MI113 INSTRUMENTATION PLAN - PENTHOUSE

MI701 CONTROLS & INSTRUMENTATION DETAILS

MI702 CONTROLS & INSTRUMENTATION DETAILS

MI703 CONTROLS & INSTRUMENTATION DETAILS

MH111 HVAC PLAN - LEVEL 1

MH112 HVAC PLAN - LEVEL 2

MH113 HVAC PLAN - PENTHOUSE

MP111 PIPING PLAN - LEVEL 1

MP112 PIPING PLAN - LEVEL 2

MP113 PIPING PLAN - PENTHOUSE

MK301 MECHANICAL SECTIONS

MK501 TYPICAL DETAILS

MK502 TYPICAL DETAILS

MK503 TYPICAL DETAILS

ELECTRICAL

E-001 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES

E-002 ELECTRICAL SYMBOLS

ED101 DEMOLITION TELECOM SITE PLAN

ED102 DEMOLITION ELECTRICAL SITE PLAN

EL101 ELECTRICAL LIGHTING SITE PLAN

EL111 ELECTRICAL LIGHTING RCP - LEVEL 1

EL112 ELECTRICAL LIGHTING CONTROL RCP - LEVEL 1

EL121 ELECTRICAL LIGHTING RCP - LEVEL 2

EL122 ELECTRICAL LIGHTING CONTROLS RCP - LEVEL 2

EL131 ELECTRICAL LIGHTING PLAN - PENTHOUSE

EP101 ELECTRICAL POWER SITE PLAN

EP111 ELECTRICAL POWER PLAN - LEVEL 1

EP121 ELECTRICAL POWER PLAN - LEVEL 2

EP131 ELECTRICAL POWER PLAN - PENTHOUSE

ET101 ELECTRICAL TELECOM SITE PLAN

ET111 ELECTRICAL TELECOM PLAN - LEVEL 1

ET121 ELECTRICAL TELECOM PLAN - LEVEL 2

EK101 LIGHTNING PROTECTION PLANS

EP401 ELECTRICAL POWER ENLARGED ELEVATOR EQUIPMENT

ROOM

ET401 ELECTRICAL TELECOM ENLARGED PLANS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-503 ELECTRICAL DETAILS

E-504 ELECTRICAL DETAILS

E-505 ELECTRICAL DETAILS

E-601 ELECTRICAL EQUIPMENT SCHEDULE

E-602 ELECTRICAL ONE-LINE DIAGRAM

E-603 ELECTRICAL PANEL SCHEDULES

E-604 LIGHTING SCHEDULES

E-605 LIGHTING CONTROL SCHEDULES

E-606 LIGHTING CONTROL WIRING DIAGRAMS

SHEET NO. SHEET NAME

ARCHITECTURAL

AD111 ARCHITECTURAL DEMOLITION PLAN - LEVEL 1

AS101 ARCHITECTURAL SITE PLAN

AE111 ARCHITECTURAL DIMENSION FLOOR PLAN - LEVEL 1

AE111a ARCHITECTURAL ANNOTATION FLOOR PLAN - LEVEL 1

AE112 ARCHITECTURAL DIMENSION FLOOR PLAN - LEVEL 2

AE112a ARCHITECTURAL ANNOTATION FLOOR PLAN - LEVEL 2

AE113 ARCHITECTURAL FLOOR PLAN - PENTHOUSE

AE114 ARCHITECTURAL ROOF PLAN

AE121 ARCHITECTURAL RCP - LEVEL 1

AE122 ARCHITECTURAL RCP - LEVEL 2

AE123 ARCHITECTURAL RCP - PENTHOUSE

AF141 ARCHITECTURAL FINISH AND SIGNAGE PLAN - LEVEL 1

AF142 ARCHITECTURAL FINISH AND SIGNAGE PLAN - LEVEL 2

AE211 ARCHITECTURAL EXTERIOR ELEVATIONS

AE212 ARCHITECTURAL EXTERIOR ELEVATIONS

AE311 ARCHITECTURAL BUILDING SECTIONS

AE312 ARCHITECTURAL BUILDING SECTIONS

AE313 ARCHITECTURAL STAIR SECTIONS

AE321 ARCHITECTURAL WALL SECTIONS

AE322 ARCHITECTURAL WALL SECTIONS VESTIBULE

AE323 ARCHITECTURAL WALL SECTIONS CANOPIES

AE324 ARCHITECTURAL WALL SECTIONS PENTHOUSE

AE411 ARCHITECTURAL ENLARGED PLANS & INTERIOR ELEVATIONS

AE412 ARCHITECTURAL ENLARGED PLANS & INTERIOR ELEVATIONS

AE413 ARCHITECTURAL ENLARGED PLANS & INTERIOR ELEVATIONS

AE414 ARCHITECTURAL ENLARGED PLANS & INTERIOR ELEVATIONS

AE415 ARCHITECTURAL ENLARGED PLANS & INTERIOR ELEVATIONS

AE416 ARCHITECTURAL ENLARGED STAIR PLANS

AE417 ARCHITECTURAL ENLARGED ELEVATOR PLANS

AE421 ARCHITECTURAL WINDOW AND LOUVER TYPES

AE422 ARCHITECTURAL INTERIOR WINDOW TYPES AND DETAILS

AE431 ARCHITECTURAL CASEWORK SECTIONS

AE511 ARCHITECTURAL PLAN DETAILS

AE521 ARCHITECTURAL CEILING DETAILS

AE531 ARCHITECTURAL ROOF AND ENVELOPE DETAILS

AE532 ARCHITECTURAL ROOF AND ENVELOPE DETAILS

AE533 ARCHITECTURAL ROOF AND ENVELOPE DETAILS

AE534 ARCHITECTURAL ROOF AND ENVELOPE DETAILS

AE541 ARCHITECTURAL FLOOR FINISH DETAILS

AE542 ARCHITECTURAL INTERIOR DETAILS

AE551 ARCHITECTURAL STAIR DETAILS

AE561 ARCHITECTURAL WINDOW DETAILS

AE562 ARCHITECTURAL CURTAIN WALL DETAILS

AE563 ARCHITECTURAL CURTAIN WALL DETAILS

AE570 ARCHITECTURAL SITE DETAILS

AE571 ARCHITECTURAL SITE DETAILS

AE611 ARCHITECTURAL WALL AND ROOF TYPE SCHEDULE

AE621 ARCHITECTURAL DOOR SCHEDULES

AE631 ARCHITECTURAL INTERIOR SIGNAGE TYPES & SCHEDULE

AE641 ARCHITECTURAL ROOM FINISH SCHEDULE

AF941 INTERIOR MATERIALS & FINISH BOARD

FIRE PROTECTION

FA001 FIRE ALARM GENERAL NOTES, SYMBOLS, AND LEGENDS

FX001 FIRE SUPPRESSION GENERAL NOTES, SYMBOLS, AND

LEGENDS

FA111 FIRE ALARM PLAN - LEVEL 1

FA112 FIRE ALARM PLAN - LEVEL 2

FA113 FIRE ALARM PLAN - PENTHOUSE

FX111 HAZARD PLAN - LEVEL 1

FX112 HAZARD PLAN - LEVEL 2

FX113 HAZARD PLAN - PENTHOUSE

FX121 FIRE SUPPRESSION RCP - LEVEL 1

FX122 FIRE SUPPRESSION RCP - LEVEL 2

FX123 FIRE SUPPRESSION RCP - PENTHOUSE

SHEET NO. SHEET NAME

GENERAL

GI001 COVER

GI002 GENERAL INFORMATION AND ABBREVIATIONS

GI003 ACCESSIBILITY STANDARDS

GI004 PHASING PLAN

GI010 LIFE SAFETY - GENERAL

GI101 LIFE SAFETY PLAN - LEVEL 1

GI102 LIFE SAFETY PLAN - LEVEL 2

GI103 LIFE SAFETY PLAN - PENTHOUSE

CIVIL

CD101 CIVIL EXISTING SITE CONDITIONS DEMOLITION PLAN

CD102 CIVIL EXISTING CONDITIONS DEMOLITION UTILITY PLAN

CU101 UTILITY PLAN

CG101 GRADING PLAN

CG102 EROSION CONTROL PLAN

CS101 SITE PLAN - PAVING

CS102 SITE PLAN - DIMENSIONS AND SIGNS

CS103 SITE DETAILS

LANDSCAPE

L-001 LANDSCAPE ABBREVIATIONS & NOTES

LS101 SITE LAYOUT PLAN

LS401 ENLARGED SITE LAYOUT PLANS

LS501 LANDSCAPE DETAILS

LI101 IRRIGATION PLAN

LP101 OVERALL PLANTING PLAN

LP401 ENLARGED PLANTING PLAN

LP501 PLANTING DETAILS

LK501 CONCEPTUAL RENDERINGS

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-002 STRUCTURAL GENERAL NOTES

S-003 SPECIAL INSPECTIONS SCHEDULE

SD110 STRUCTURAL DEMOLITION PLAN

S-110 STRUCTURAL FOUNDATION PLAN LEVEL 1

S-120 STRUCTURAL FRAMING PLAN LEVEL 2

S-130 STRUCTURAL FRAMING PLAN PENTHOUSE

S-140 STRUCTURAL ROOF PLAN

S-210 FIRST LEVEL SLAB DROP & CONTROL/SAW JOINT PLAN

S-211 SECOND LEVEL SLAB DROP PLAN

S-220 SECOND LEVEL BEAM LOADING PLAN

S-221 THIRD LEVEL BEAM LOADING PLAN

S-222 HIGH ROOF BEAM LOADING PLAN

S-310 FRAME ELEVATIONS

S-311 FRAME ELEVATIONS

S-312 FRAME ELEVATIONS

S-313 FRAME ELEVATIONS

S-314 FRAME ELEVATIONS

S-315 FRAME ELEVATIONS

S-320 BUILDING SECTIONS

S-321 BUILDING SECTIONS

S-322 BUILDING SECTIONS

S-323 BUILDING SECTIONS

S-324 BUILDING SECTIONS

S-325 BUILDING SECTIONS

S-326 BUILDING SECTIONS

S-327 BUILDING SECTIONS

S-328 BUILDING SECTIONS

S-329 BUILDING SECTIONS

S-330 BUILDING SECTIONS

S-510 ENLARGED DETAILS

S-511 ENLARGED DETAILS

S-512 ENLARGED DETAILS

S-513 ENLARGED DETAILS

S-514 ENLARGED DETAILS

S-515 ENLARGED DETAILS

S-516 ENLARGED DETAILS

S-610 LINTEL, COL, FOOTING, EMBED PLATES, AND BEAM SCHED

S-611 SHEAR WALL DETAILS

S-710 TRUSS ELEVATIONS

SHEET INDEXRENDERED IMAGEAREA OF WORK

0 100% BID DOCUMENTS 05/26/2023

A. THIS BUILDING IS BLAST PROTECTED. REFER TO SPECIFICATION 080001 BLAST PERFORMANCE

REQUIREMENTS AND RELATED SECTIONS LISTED THEREIN FOR FURTHER REQUIREMENTS.

B. ALL CONTRACTORS AND THEIR SUPERVISORY PERSONNEL MUST REVIEW THE GENERAL AND

SUPPLEMENTARY CONDITIONS TO THE CONTRACT.

C. ALL WORK MUST CONFORM WITH APPLICABLE BUILDING CODES, REGULATIONS AND ORDINANCES, INCLUDING NATIONAL FIRE CODE (UFC) & NFPA 101.

D. CONTRACTOR MUST BECOME FULLY ACQUAINTED WITH CONDITIONS RELATED TO THE WORK.

E. CONTRACTOR MUST BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF

CONSTRUCTION AND THE SAFETY OF ALL CONSTRUCTION PERSONNEL AND VISITORS.

F. DRAWINGS CONTAINED IN THIS SET MUST NOT BE REPRODUCED FOR SHOP DRAWINGS. COPIES OF THESE DRAWINGS SUBMITTED AS SHOP DRAWINGS WILL BE REJECTED AND RETURNED TO THE CONTRACTOR.

G. EACH INSTALLER MUST EXAMINE SUBSTRATE AND/OR CONDITIONS UNDER WHICH THE WORK WILL BE INSTALLED AND REPORT TO THE CONTRACTOR IN WRITING ANY CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY EXECUTION OF THAT INSTALLER'S WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. COMMENCING WITH INSTALLATION WILL CONSTITUTE ACCEPTANCE OF THE

SUBSTRATE AND/OR CONDITIONS.

H. DO NOT SCALE DRAWINGS: FOLLOW WRITTEN DIMENSIONS AND NOTES. CONTACT VHA COR FOR

CLARIFICATIONS, IF REQUIRED.

I. DIMENSIONS SHOWN ON THE FLOOR PLAN ARE TO THE FACE OF GYPSUM WALL BOARD (FOG), FACE OF MASONRY (FOM), FACE OF CONCRETE WALLS (FOC) AND COLUMN GRID LINES, UNLESS OTHERWISE NOTED

OR INDICATED.

J. WALL THICKNESSES ARE NOMINAL DIMENSIONS, NOT ACTUAL DIMENSIONS. ALL STUD WALL THICKNESSES

ARE 5", UNLESS DIMENSIONED OTHERWISE.

K. ALL MASONRY WALLS ARE 8" THICK (NOMINAL), UNLESS DIMENSIONED OR NOTED OTHERWISE.

L. "TYPICAL", AS USED IN THESE DOCUMENTS, MEANS THAT THE CONDITION OR DIMENSION IS

REPRESENTATIVE OF, OR THE SAME, FOR SIMILAR CONDITIONS THROUGHOUT.

M. IF THERE IS A DISCREPANCY BETWEEN SMALL SCALE AND LARGE SCALE DRAWINGS, (PLAN, SECTION, & DETAIL DRAWINGS, AND SO FORTH), LARGER SCALE DRAWINGS SHALL GOVERN OVER SMALLER SCALE DRAWINGS. FOR BIDDING PURPOSES: THE LARGEST SCALE DRAWINGS AND/OR STRICTEST REQUIREMENTS MUST GOVERN. FOR CLARIFICATIONS DURING CONSTRUCTION, LARGER SCALE DRAWINGS AND/OR

STRICTEST REQUIREMENTS, MUST GOVERN.

N. IF THERE ARE ANY DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS, CONTACT VHA CO FOR CLARIFICATION. FOR BIDDING PURPOSES: THE MOST EXPENSIVE AND/OR STRICTEST REQUIREMENTS MUST GOVERN. FOR CLARIFICATIONS DURING CONSTRUCTION: THE MOST EXPENSIVE AND/OR STRICTEST

REQUIREMENTS, AS INDICATED BY THE VHA CO, MUST GOVERN.

O. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS MUST BE REPORTED TO THE VHA

COR IN WRITING FOR RESOLUTION, PRIOR TO PROCEEDING WITH THE WORK.

P. ANY AND ALL DISCREPANCIES MUST BE REPORTED TO THE VHA COR IN WRITING FOR RESOLUTION, PRIOR TO PROCEEDING WITH THE WORK. IN THESE INSTANCES, NO CHANGE ORDERS OR EXTENSIONS OF TIME WILL BE ALLOWED OR ACCEPTED FOR PROCEEDING WITH THE WORK WITHOUT THE VHA CO'S WRITTEN DIRECTION AND APPROVAL. ALSO, CONTRACTOR MUST REPAIR AND/OR REPLACE ANY UNAUTHORIZED WORK, AS

INDICATED BY THE VHA CO, AT NO ADDITIONAL COST TO THE OWNER.

Q. ALL DISSIMILAR METAL MATERIALS MUST BE ISOLATED WITH AN APPROVED NONMETAL ISOLATION MATERIAL.

R. ALL EXTERIOR EXPOSED STEEL MUST BE PAINTED.

S. OPEN EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALL PANELS AND AT PENETRATIONS OF UTILITIES THROUGH THE BUILDING ENVELOPE, AND SO FORTH, MUST BE SEALED, CAULKED, FLASHED OR WEATHER-STRIPPED AS REQUIRED FOR COMPATIBILITY

WITH ADJACENT MATERIALS AND TO ELIMINATE AIR LEAKAGE AND WATER ENTRY.

T. PROVIDE SEALANT AND/OR CAULKING BETWEEN DISSIMILAR ADJOINING INTERIOR MATERIALS. (I.E. WINDOW

SILLS TO GWB, ACT CEILINGS TO MASONRY WALLS, AND SO FORTH.)

U. DOOR OPENINGS NOT LOCATED BY DIMENSION MUST BE CENTERED IN WALL SHOWN OR LOCATED 2" FROM FINISH WALL TO FINISH JAMB, ALWAYS ALLOWING A MINIMUM OF 18" FROM THE PULL SIDE OF THE DOOR TO

THE INTERSECTING WALL.

V. CONTRACTOR MUST VERIFY THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES AND THEIR SERVICE CONNECTIONS WITH THE PROPER UTILITY COMPANY. CONTRACTOR MUST ALSO LOCATE ALL OTHER

UTILITIES SHOWN THAT UTILITY COMPANIES WILL NOT LOCATE.

W. CONTRACTOR MUST COORDINATE SIZE, LOCATIONS AND NUMBER OF ALL ROOF OPENINGS AND ROOF ACCESSORIES WITH ALL OTHER TRADES. REFER TO THE ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS.

X. LOCATIONS AND SIZES OF ALL CONCRETE MECHANICAL AND ELECTRICAL PADS MUST BE COORDINATED BY THE MECHANICAL AND ELECTRICAL CONTRACTORS WITH THE SELECTED EQUIPMENT MANUFACTURER AND/OR SUPPLIER. LOCATIONS AND SIZES ARE TO BE APPROVED BY THE VHA COR PRIOR TO PROCEEDING

WITH THE WORK.

Y. EXCEPT AT FIRE-RATED PARTITIONS, ALL WALL AND COLUMN GYPSUM BOARD FACING MUST BE HELD AT 5/8"

BELOW AND ABOVE STRUCTURE, UNLESS DETAILED OR NOTED OTHERWISE.

Z. AT ALL TELECOMMUNICATION ROOMS: PROVIDE 3/4" X 8'-0" HIGH FIRE-RETARDANT-TREATED WOOD SHEATHING, BOTTOM TO BE LOCATED AT 4" AFF. VERIFY LENGTHS AND LOCATIONS WITH ELECTRICAL DRAWINGS. DO NOT PAINT OVER ONE STRIP OF FIRE-TREATED LABEL, OTHERWISE PAINT GREY ENTIRELY

AA. GLASS DOORS, ADJACENT PANELS AND ALL GLAZED OPENINGS WITHIN 1'-6" OF THE FLOOR, AND WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR, AND SO FORTH, MUST BE SAFETY GLAZING AS APPROVED FOR

IMPACT BY APPLICABLE BUILDING CODES, AND MUST BE LABELED AS SUCH.

BB. ALL CEILING HEIGHTS AS SHOWN ON PLANS AND DETAILS ARE FROM SLAB OR TILE FLOOR (FINISHED FLOOR)

TO FINISHED CEILING.

CC. PROVIDE INDEPENDENT FRAMING AND ATTACHMENTS TO THE STRUCTURE, ADEQUATE TO SUPPORT THE CEILING SYSTEM, LIGHT FIXTURES, DUCTS, DIFFUSERS, SPRINKLER PIPING AND BUS DUCTS.

DD. ALL CLOSETS AND ALCOVES WITHOUT A SPACE IDENTIFICATION NUMBER MUST HAVE THE SAME FINISHES

AS ADJOINING SPACES.

EE. CONTRACTOR TO INSTALL METAL AS REQUIRED FOR THE MOUNTING OF ALL TOILET ACCESSORIES, MILLWORK, CASEWORK, AV EQUIPMENT, MEP ITEMS, AND SO FORTH.

FF. ALL PROPRIETARY PRODUCTS DESCRIBED AND/OR DRAWN IN THE DOCUMENTS (BUT NOT SPECIFIED) ARE TO

MEET THE MANUFACTURER'S STANDARD CRITERIA WHICH IS NOT LIMITED TO THE FOLLOWING:

PERFORMANCE REQUIREMENTS, QUALITY ASSURANCE REQUIREMENTS, APPLICABLE CODES AND INDUSTRY STANDARDS, FABRICATION, ASSEMBLY, HANDLING, DELIVERY, STORAGE, INSTALLATION, OPERATION, ADJUSTMENTS, AND SO FORTH. PROVIDE THE MANUFACTURER'S STANDARD WARRANTY AND STANDARD FINISH WARRANTY. PROVIDE PRODUCT DATA, SHOP DRAWINGS, SAMPLES AND MAINTENANCE DATA, AS REQUIRED. REFER TO DIVISION 01 SPECIFICATION SECTIONS WHICH ALSO APPLY, SUCH AS SUBSTITUTION PROCEDURES, SUBMITTAL PROCEDURES, QUALITY REQUIREMENTS, REFERENCES, EXECUTION AND CLOSEOUT PROCEDURES. ANY SUBSTITUTIONS MUST MEET THE DESIGN INTENT, AS WELL AS THE CRITERIA

DESCRIBED ABOVE.

GG. REFER TO SPECIFICATIONS FOR

ALL REQUIRED TESTING AND INSPECTIONS.

GENERAL NOTES

EARTH /

COMPACT FILL

GRAVEL /

GRANULAR FILL

CONCRETE

SAND / MORTAR /

PLASTER / CUT STONE

BRICK

CONCRETE

MASONRY UNIT

STONE (ELEVATION)

BATT INSULATION

ROOF INSULATION

RIGID INSULATION

ACOUSTICAL TILE

(SECTION)

GYPSUM BOARD

COVER BOARD

STEEL / METAL

FINISH WOOD

CONT FIRE RETARDANT

WOOD BLOCKING /

ROUGH FRAMING

CAST STONE

DISCONTINUOUS FIRE

RETARDANT WOOD

BLOCKING / SHIM

FIRE RETARDANT

PLYWOOD

MASONRY INSULATION

FIREPROOFING

EIFS (SECTION)

METAL / WALL PANELS

SPANDREL GLASS

MATERIALS LEGEND

PLASTIC LAMINATE

ROOM NAME

SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE

ELEVATION CALLOUT EXAMPLE

DETAIL CALLOUT EXAMPLE

SECTION CALLOUT EXAMPLE

SECTION, DETAIL, OR ELEVATION SYMBOL

IDENTIFIERS

DETAIL NAME

LETTER OR NUMBER

DESIGNATOR

DRAWING

SEQUENCE NUMBER

INDICATES WHERE

TITLE IS LOCATED

DISCIPLINE DESIGNATOR (MAY

NOT BE PRESENT IF CALLOUT

AND TITLE ARE ON DRAWINGS

WITHIN THE SAME DISCIPLINE)

AE101

DOOR

NUMBER TAG

WALL

TYPE TAG

WINDOW

TYPE TAG

CENTER LINE

COLUMN

BUBBLE

ROOM TAG

MATCH LINE

DETAIL NUMBER

ON SHEET

SHEET NUMBER

DETAIL NUMBER

ON SHEET

SHEET NUMBER

NEW LINE TYPE

EXISTING LINE TYPE

DEMO LINE TYPE

DEMO HATCH TYPE

VIEW NAME

1/8" = 1'-0"

AE101

AE101

A

AS101

FLOOR PLAN SYMBOLS LEGEND

AE101

EXTERIOR

INTERIOR

## KEYNOTE

REVISION TAG

DRAWING SCALE

MATERIAL

KEYNOTE

FIXTURE

KEYNOTE

DETAIL NUMBER

ON SHEET

SHEET NUMBER

W3

######-A

######-A

A

A2

ROOF TYPE TAGR1

1-HR FIRE

2-HR FIRE

3-HR FIRE

4-HR FIRE

1-HR FIRE/SMOKE

2-HR FIRE/SMOKE

3-HR FIRE/SMOKE

4-HR FIRE/SMOKE

0-HR SMOKE

0.5-HR SMOKE

A. SEE SPECIFICATIONS, SECTION 010000 FOR BID ALTERNATE INFORMATION.

BID ALTERNATES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\R ev it

\2 1.

_G

E N

E R

A L_

R

_p sa nd er s@ va lh al la en gi ne er in g.

co m .r vt 5/

/2

3:

:5

P M

GI002

GENERAL INFORMATION AND

ABBREVIATIONS

CONSTRUCT MENTAL HEALTH

OUTPATIENT BLDG 52 ADDITION

2101 ELM STREET, FARGO, ND 58102

437-316

05/26/2023 TW PJS

100% BID DOCUMENTS

VEG 21.05 DWG 2 of 188

CONTRACT DOCUMENTS SUBMISSION

FULLY SPRINKLERED

SECT SECTION

SF SQUARE FOOT (SQFT)

SHT SHEET

SIM SIMILAR

SOG SLAB ON GRADE

SPEC SPECIFICATION (S)

SPKLR SPRINKLE

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURE / STRUCTURAL

SUSP SUSPENDED

SY SQUARE YARD (SQ YD)

SYM SYMMETRICAL / SYMBOL

SYS SYSTEM

T

T TREAD

TEL TELEPHONE

TEMP TEMPORARY / TEMPERED

TG TONGUE & GROOVE

THK THICK (NESS)

THRU THROUGH

TKBD TACK BOARD

TO TOP OF

TOC TOP OF CURB / CONCRETE

TOD TOP OF DECK

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOR TOP OF ROOF

TOS TOP OF STEEL

TOW TOP OF WALL

TPO THERMOPLASTIC POLYOLEFIN

TRANSF TRANSFORMER

TV TELEVISION

TYP TYPICAL

TZ TERRAZZO

U

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

V

VB VAPOR BARRIER (VPR BR)

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VHA VETERANS HEALTH ADMINISTRATION

VIF VERIFY IN FIELD

VNR VENEER

VTR VENT THROUGH ROOF

VWC VINYL WALLCOVERING

W

W WEST, WIDTH, WIDE

W/ WITH

W/IN WITHIN

W/O WITHOUT

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WDW WINDOW

WH WALL HYDRANT / WATER HEATER

WP WATERPROOFING / WORKING POINT

WR WEATHER RESISTANT

WSF WELDED SEAM SHEET FLOORING

WT WEIGHT

WWF WELDED WIRE FABRIC

X, Y, Z, MISC

& AND

@ AT

XPS EXTRUDED POLYSTYRENE

YD YARD

N

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NSF NET SQUARE FEET

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD / OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

OZ OUNCE

P

PA PUBLIC ADDRESS

PB PUSH BUTTON

PC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PERF PERFORATE (D)

PERM PERMANENT

PERP PERPENDICULAR

PL PLATE / PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLUMB PLUMBING

PLYWD PLYWOOD

PNL PANEL

POLY POLYETHYLENE

PR PAIR

PREFAB PREFABRICATE (D)

PREFIN PREFINISHED

PRELIM PRELIMINARY

PREP PREPARE (D)

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT / PORCELAIN TILE

PTN PARTITION

PVC POLYVINYL CHLORIDE

PVG PAVING

Q

QT QUARRY TILE

QTB QUARRY TILE BASE

QTY QUANTITY

R

R RISER / RADIUS

RA RETURN AIR

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIGERATOR

REINF REINFORCE (D), (ING)

REQD REQUIRED

REV REVISED/ REVISION

RFG ROOFING

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RR RESTROOM

RSF RESILIENT SHEET FLOORING

RTU ROOF TOP UNIT

S

S SOUTH

SAN SANITARY SEWER

SC SOLID CORE

SCH SCHEDULE

SCRN SCREEN

H

H HIGH

HB HOSE BIBB

HC HOLLOW CORE

HD HEAD

HDBD HARDBOARD

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HK HOOK

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HS HIGH STRENGTH

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING / VENTILATING / AIR CONDITIONING

HW HOT WATER

HWH HOT WATER HEATER

HYD HYDRANT

I

IBC INTERNATIONAL BUILDING CODE

ICRA INFECTION CONTROL RISK ASSESSMENT

ID INSIDE DIAMETER

ILSM INTERIM LIFE SAFETY MEASURES

IN INCH

INCL INCLUDE (D), (ING)

INFO INFORMATION

INST INSTALL / INSTALLATION

INSUL INSULATE / INSULATION

INT INTERIOR

INV INVERT

J

JAN JANITOR

JB JUNCTION BOX

JST JOIST

JT JOINT

K

KIT KITCHEN

KO KNOCKOUT

KPL KICK PLATE

L

L LONG / LENGTH

LAB LABORATORY

LAM LAMINATE (D)

LAV LAVATORY

LBS POUNDS

LF LINEAR FOOT (FEET)

LH LEFT HAND

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LPT LOW POINT

LRG LARGE

LT LIGHT

LTG LIGHTING

LVR LOUVER

LVT LUXURY VINYL TILE

LWC LIGHTWEIGHT CONCRETE

M

MAS MASONRY

MAX MAXIMUM

MBR MEMBER

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MOD MODULAR

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

DH DOUBLE HUNG

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DMT DEMOUNTABLE

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

E

E EAST

EA EACH

EF EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRICAL

ELEV ELEVATOR

EM EMERGENCY

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

ESC ESCALATOR

EST ESTIMATE

ETR EXISTING TO REMAIN

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION / EXPOSED

EXT EXTERIOR

F

FA FIRE ALARM

FAB FABRIC

FB FACE BRICK

FBO FURNISHED BY OWNER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FF&E FIXTURES, FURNITURE & EQUIPMENT

FFE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH / FINISHED

FIXT FIXTURE

FLG FLOORING

FLR FLOOR

FLUOR FLUORESCENT

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOG FACE OF GYPSUM BOARD / WALL

FOM FACE OF MASONRY

FOS FACE OF STUDS

FR FIRE RATED

FRMG FRAMING

FRP FIBER REINFORCED PANEL

FS FLOOR SINK

FT FOOT/ FEET

FTG FOOTING

FUR FURRING

FUT FUTURE

G

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GFRC GLASS FIBER REINFORCED CONCRETE

GL GLASS / GLAZING

GOVT GOVERNMENT

GPM GALLON PER MINUTE

GSF GROSS SQUARE FEET

GWB GYPSUM WALL BOARD

GYP GYPSUM

A

ABA ARCHITECTURAL BARRIERS ACT

AC AIR CONDITIONING

ACP ACOUSTICAL CEILING PANEL

ACST ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADJ ADJUSTABLE / ADJACENT

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

AP ACCESS PANEL

APC ARCH PRECAST CONCRETE

APPROX APPROXIMATE

ARCH ARCHITECT / ARCHITECTURAL

ATTEN ATTENUATION

AUTO AUTOMATIC

AV AUDIO / VISUAL

AVG AVERAGE

AWP ACOUSTICAL WALL PANEL

B

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BM BENCH MARK / BEAM

BO BOTTOM OF

BOC BACK OF CURB

BOT BOTTOM

BRG BEARING

BRK BRICK

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BVL BEVELED

C

C COURSE

CAB CABINET

CAP CAPACITY

CB CATCH BASIN

CCTV CLOSED CIRCUIT TV

CF CUBIC FEET

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLOS CLOSET

CLR CLEAR / CLEARANCE

CMP CORRUGATED METAL PIPE

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMB COMBINATION

CONC CONCRETE

CONN CONNECTION / CONNECT

CONST CONSTRUCT / CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER'S REPRESENTATIVE

CORR CORRIDOR / CORRUGATED

CP CONCRETE PIPE

CPT CARPET

CS COUNTERSINK

CSMT CASEMENT

CT CERAMIC TILE

CU CUBIC

CW COLD WATER

D

DBL DOUBLE

DEMO DEMOLISH / DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

GENERAL ABBREVIATIONS

A. ALL DIMENSIONS ARE MEASURED FROM THE FINISH FLOOR AND THE FINISH WALL, UNLESS NOTED OTHERWISE. ACCESSIBILITY GUIDELINES ARE BASED ON “PG-18-13 VA BARRIER FREE DESIGN

STANDARD” AND THE “ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS).”

B. ACCESSIBLE UNOBSTRUCTED REACH RANGES:

1. FORWARD REACH = 15" MIN TO 48" MAX

2. SIDE REACH = 15" MIN TO 48" MAX

C. DOOR HARDWARE (TO CENTER OF HARDWARE):

STANDARD MOUNTING HEIGHTS:

1. PUSH PLATES = 42"

2. PULL HANDLES = 42"

3. KNOBS / LEVERS = 40"

4. PANIC DEVICE = 42" CL OF BAR

5. KICKPLATES:

a. WIDTH = DOOR WIDTH MINUS 2"

b. CENTER HEIGHT = 16" FROM BO DOOR

6. THRESHOLDS:

a. STANDARD = 1/2" MAX

b. EXTERIOR SLIDING DOORS = 3/4" MAX

D. DRINKING FOUNTAINS & ELECTRICAL WATER COOLERS (TO SPOUT):

1. STANDARD = 38" MIN TO 43" MAX

2. ACCESSIBLE = 36" MAX (27" MIN CLEAR KNEE SPACE)

E. COUNTERTOPS (TO SINK RIM / COUNTERTOP):

1. ACCESSIBLE = 28" MIN TO 34" MAX

F. WATER CLOSETS (TO TOP OF SEAT):

1. STANDARD = 14" TO 15"

2. ACCESSIBLE (TO TOP OF SEAT) = 17" TO 19"

3. ACCESSIBLE FLUSH CONTROLS = 44" MAX

G. URINALS (TO RIM):

1. STANDARD = 24" MAX

2. ACCESSIBLE = 17" MAX

3. ACCESSIBLE FLUSH CONTROLS = 44" MAX

H. LAVATORIES (TO SINK RIM / COUNTERTOP):

1. STANDARD = 36" MAX

2. ACCESSIBLE = 34" MAX (29" MIN CLEAR KNEE SPACE)

I. MIRRORS:

1. TO B/O REFLECTIVE SURFACE:

a. STANDARD = VARIES

b. ACCESSIBLE = 40" MAX

2. TO T/O REFLECTIVE SURFACE:

a. STANDARD = VARIES

b. ACCESSIBLE = 74" MIN

J. GRAB BARS - ACCESSIBLE (TO TOP OF BAR):

1. WATER CLOSETS = 33" MIN TO 36" MAX

K. TOILET PARTITIONS:

1. TO BOTTOM = 12"

2. TO TOP = 70"

L. URINAL PARTITIONS:

1. TO BOTTOM = 18"

2. TO TOP = 60"

M. TOILET PAPER DISPENSER (TO CL OF OUTLET):

1. STANDARD = 24"

2. ACCESSIBLE = 15" MIN TO 48" MAX

N. WALL MOUNTED SOAP DISPENSER (TO CL OF PUSH BUTTON):

1. STANDARD = 48"

2. ACCESSIBLE = VARIES (REFER TO OBSTRUCTED AND UNOBSTRUCTED REACH RANGES)

3. ACCESSIBLE SIDE REACH = 46" MAX ABOVE SINK IN COUNTER

O. PAPER TOWEL DISPENSER / WASTE RECEPTACLE (TO TOWEL SLOT):

1. STANDARD = 40" MAX

2. ACCESSIBLE FORWARD REACH = 48" MAX & 15" MIN

3. ACCESSIBLE SIDE REACH = 48" MAX & 15" MIN

P. WARM AIR HAND DRYER (TO PUSH SWITCH):

1. STANDARD = 44" MAX

2. ACCESSIBLE FORWARD REACH = 48" MAX & 15" MIN

3. ACCESSIBLE SIDE REACH = 48" MAX & 15" MIN

Q. SANITARY NAPKIN DISPENSER (TO CL OF OPERABLE PART):

1. STANDARD = 48" MAX

2. ACCESSIBLE FORWARD REACH = 48" MAX & 15" MIN

3. ACCESSIBLE SIDE REACH = 48" MAX & 15" MIN

R. SANITARY NAPKIN DISPOSAL (TO TOP OF UNIT):

1. STANDARD = 28" MAX

2. ACCESSIBLE = 19" MIN TO 24" MAX (TO OPENING).

S. TOILET SEAT COVER DISPENSERS (TO OPENING):

1. STANDARD = 40" MAX

2. ACCESSIBLE FORWARD REACH = 48" MAX & 15" MIN

3. ACCESSIBLE SIDE REACH = 48" MAX & 15" MIN

T. SHELVES: ACCESSIBLE = 48" MAX

U. COAT HOOKS:

1. STANDARD = 68"

2. ACCESSIBLE = 48" MAX

V. CHALKBOARDS, TACKBOARDS & MARKERBOARDS:

1. STANDARD = 32" TO 39" (TO BO BOARD OR CHALK TRAY)

2. STANDARD = 80" (RECOMMENDED, TO TOP OF BOARD)

W. THERMOSTATS & CONTROL DEVICES (TO TOP):

1. ACCESSIBLE FORWARD REACH = 48" MAX

2. ACCESSIBLE SIDE REACH = 48" MAX

X. LIGHT SWITCHES & CARD READERS (TO CL):

1. LOCATE 6" FROM DOOR JAMB

2. ACCESSIBLE = 48" MAX

Y. CONVENIENCE RECEPTACLES / ELECTRICAL / TELEPHONE / DATA (TO CL):

1. STANDARD = 18"

2. ACCESSIBLE = 15" MIN

Z. EXIT LIGHTS - WALL MOUNTED:

1. 2" BELOW CEILING

2. 2" MIN ABOVE DOOR FRAME EQUAL SPACE FROM CEILING TO TOP OF FRAME

AA. FIRE EXTINGUISHERS (TO TOP UNLESS NOTED OTHERWISE):

1. GROSS WT 40 LBS OR LESS = 60" MAX

2. GROSS WT MORE THAN 40 LBS = 42" MAX

3. ACCESSIBLE = 40" MAX (TO BO CABINET)

BB. FIRE ALARM PULL STATION (TO LEVER):

1. STANDARD = 48" MAX

2. ACCESSIBLE FORWARD REACH = 48" MAX

3. ACCESSIBLE SIDE REACH = 48" MAX

CC. SMOKE AND / OR HEAT DETECTORS:

1. STANDARD = CEILING HEIGHT

DD. HORN / SPEAKER / VISUAL SIGNALS:

1. STANDARD = 80" AFF OR 6" BELOW CEILING - WHICHEVER IS LOWER

EE. ROOM SIGNAGE:

1. STANDARD = 60" HIGH AFF (TO TOP OF SIGN) & 2" FROM DOOR FRAME TO NEAREST EDGE OF

SIGN, AT LATCH SIDE OF DOOR

GENERAL NOTES

CLEAR

FLOOR

SPACE

1 1/2" OD (SS OR CHROME)

GRAB BAR SUPPORTS

250 LBS FORCE, TYP

NOTE: PARTITION DOOR IS

TO BE LOCATED OPPOSITE

OF WC LOCATION

5' - 6"

1'-4" MIN

1'-6" MAX

TOILET PARTITION

1 1/2" OD (SS OR CHROME)

GRAB BAR SUPPORTS

250 LBS FORCE, TYP

2'

C

LE

A R

3'

M

IN

4'

1"

F O

R F

LO

O

R M

T D

W C

4'

F O

R W

A

LL

M T

D W

C

5' - 6" CLEAR1'-6" MAX

1'-4" MIN 2' - 0"

M A

X

1'

3'

M

IN

4'

M

IN

FIRE EXTINGUISHER

CABINET

N F

P A

IN

S

T A

LL

P

E R

FIRE EXTINGUISHER

& STANDARD BRACKET

N F

P A

IN

S

T A

LL

P

E R

CLEAR

FLOOR

SPACE

9" M

IN

2'

M

IN

2' - 1" MAX

1' - 5" MIN

2'

0"

M A

X

2' - 6" MIN

4'

M

IN

2'

' M

A X

1'

M

IN

PLAN

SECTION

LINE OF WHEELCHAIR

MEASURED TO

THE HIGHER OF

COUNTER OR SINK

11" MIN6" MAX

8" MIN

LIGHT SWITCH

M A

X

4'

MAX

1' - 0"

2"

THERMOSTAT

M

IN

1'

RECEPTACLE

4" TYP

MIN

1' - 0"

MIN

1' - 6"

PULL SIDE

PUSH SIDE

8" M

A X

M

IN

5'

M

IN

4'

MIN

2' - 0"

MIN

2' - 0"

PULL SIDE

PUSH SIDE M

IN

4'

M

IN

4'

1' - 10"

MIN

3' - 0"

PULL SIDE

PUSH SIDE M

IN

4'

M

IN

5'

MIN

1' - 10"

MIN

3' - 6"

PULL SIDE

PUSH SIDE

M

IN

4'

M

IN

4'

A P

P R

O A

C H

A P

P R

O A

C H

A P

P R

O A

C H

A P

P R

O A

C H

A P

P R

O A

C H

A P

P R

O A

C H

APPROACH

APPROACH

METAL BLOCKING

AT PERIMETER OF

ACCESSORY

SEMI-RECESSED

FEC/TOILET ACCESSORY

PER SCHEDULE

(NON-RATED WALLS)

SURFACE MOUNTED

TOILET ACCESSORY

PER SCHEDULE

METAL BLOCKING,

AS REQUIRED

4" MAX4" MAX

METAL

BLOCKING

AT PERIMETER OF

ACCESSORY

SEMI-RECESSED

FEC/TOILET ACCESSORY

PER SCHEDULE

4" MAX

AT RECESS OPENINGS IN FIRE

RATED CONSTRUCTION ONLY.

EXTEND GYP BOARD

CONTINUOUSLY ALONG

RECESS AS INDICATED BY

DASHED LINE.

SANITARY

NAPKIN

DISPOSAL

TOILET PAPER

DISPENSER

1'

M

IN

SOAP DISPENSER

( 4" MAX PROJ)

MIRROR

SANITARY

NAPKIN

DISPENSER

BABY CHANGING

STATION

PASS-THRU

PAPER TOWEL DISPENSER

(4" MAX PROJECTION)

R E

F

LE

C T

IV

E

S U

R F

A C

E

3'

M A

X T

O B

O

4'

M A

X

4'

M A

X

S E

E N

O T

E

N

4'

M A

X

R E

F

LE

C T

IV

E

S U

R F

A C

E

6'

M

IN

T O

T O

P O

F

STAIRS - 1/2"

RADIUS AT NOSING

1 1/2" OD HANDRAIL

1' - 0"

4" T

O

2' -1

0" T

O

'-2

TREAD OR 1'-0" MIN

2' -1

0" T

O

'-2

T O

N O

S

IN

G

2' -1

0" T

O

'-2

1 1/4" MAX

TREAD 11"

1/

2" M

IN

1 1/4" TO 2"

4 1/2" MAX

1 1/2" MIN

4 1/2" MAX

1 1/2" MIN

CLEAR

ACCESS

SPACE

SPOUT SHALL BE WITHIN

5" OF FRONT AND SHALL

DIRECT FLOW PARALLEL

TO FRONT. FLOW SHALL

BE A MIN OF 4" HIGH.

4' - 0"

9" 9"

2' - 6"

1' -3

M

IN

5"

2'

1'

M

IN

1'

M A

X

ACCESSIBLE

FOUNTAIN

STANDARD

FOUNTAIN

PLAN

ELEVATION

T O

S P

O U

T

3'

M A

X

C

LE

A R

2'

M

IN

SPOUT SHALL BE WITHIN

5" OF FRONT AND SHALL

DIRECT FLOW PARALLEL

TO FRONT. FLOW SHALL

BE A MIN OF 4" HIGH.

3'

M A

X

2'

M

IN

9" M

IN

6" MAX

8" MIN

5" MAX

MIN

1' - 3"

SECTION

1 1/2" OD (SS OR CHROME)

GRAB BAR SUPPORTS

250 LBS FORCE, TYP

B O

O P

E N

IN

G

1'

M

IN

WATER CLOSET FLUSH

HANDLES SHALL BE

LOCATED ON THE TRANSFER

SIDE OF THE STOOL

MIN

2' - 0"

1' - 6" MAX

1' - 4" MIN

DISPENSER

T O

T O

P O

F B

A R

2'

T O

MIN

1' - 0 1/256"

ELEVATION

30" WIDE X 48" CLEAR

FLOOR SPACE

(36" WIDE IN AN

ALCOVE)

5 LBS TO OPERATE WITHOUT

TIGHT GRASPING, PITCHING

OR TWISTING OF WRIST

(ACCESSIBLE) (STANDARD)

M A

X

3'

M A

X

1'

/1

M A

X

4'

M A

X

1'

1"

PLAN

2' - 5 63/64"

4'

ELEVATIONS

1 1/2" OD (SS OR CHROME)

GRAB BAR SUPPORTS

250 LBS FORCE (TYP)

1 1/2"

T O

P O

F O

P E

N

IN

G

4' -0

M

A X

DISPENSER

1/

2" B

O O

P E

N

IN

G 1'

-6

M

IN

MAX

3' - 0"

2' - 0" MIN

3' - 0" MAX

1'

4' - 6" MIN

T

O T

O P

O F

B A

R

2"

T O

MAX

1' - 0"

7" TO 9"

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

D :\R ev it

\2 1.

_G

E N

E R

A L_

R

_c ur tis rid en ou r.

rv t 5/

/2

4:

:1

P M

GI003

ACCESSIBILITY STANDARDS CONSTRUCT MENTAL HEALTH

OUTPATIENT BLDG 52 ADDITION

2101 ELM STREET, FARGO, ND 58102

437-316

05/26/2023 TW PJS

100% BID DOCUMENTS

VEG 21.05 DWG 3 of 188

CONTRACT DOCUMENTS SUBMISSION

FULLY SPRINKLERED

NTS

ACCESSIBLE CLEAR FLOOR SPACE

C7NTS

ACCESSIBLE TOILET STALL

C6

NTS

FE CABINET

E1

NTS

FIRE EXTINGUISHER

F1

NTS

SINK IN COUNTER ACCESSIBILITY CLEARANCES

C8

NTS

SWITCH @ DOOR

E3 NTS

TYP DOOR JAMB & DOOR APPROACH CLEARANCES

E4

NTS

TYPICAL BLOCKING DETAILS

F2 NTS

TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS

F5

NTS

HANDRAIL @ STAIRS

B3 NTS

HANDRAIL CLEARANCES

B4 NTS

ELECRICAL WATER COOLER ACCESSIBILITY GUIDELINES

B6

NTS

WC ELEVATION

C4NTS

URINAL PLAN & ELEVATIONS

C1 NTS

WC SECTION

C2

APPROXIMATE LOCATION OF JOB TRAILER AND LONG TERM MATERIAL / EQUIPMENT STORAGE

NOTE: AREA IS SHARED AND NOT EXCLUSIVE TO THIS PROJECT.

CONTRACTOR STAGING AREA

CONTRACTOR PARKING AREA

GC TO COORDINATE ACCESS WITH COR

NOTE: AREA IS SHARED AND IS NOT

EXCLUSIVE TO THIS PROJECT.

APPROXIMATE OVERALL EXTENTS OF AREA OF WORK, REF:

CIVIL DEMOLTION PLAN FOR OVERALL EXTENTS OF

PAVEMENT DEMO AND CIVIL PLANS FOR APPROXIMATE

EXTENTS OF WORK AREA INCLUDING TEMPORARY FENCING.

COORDINATE TEMPORARY FENCING LOCATIONS WITH VHA

COR FOR EACH PHASE TO MINIMIZE TIME ANY PARKING

AREAS ARE TO REMAIN CLOSED.

NUMBERS INDICATE APPROXIMATE AREA OF EACH PHASE OF

WORK. SEE PHASING GENERAL NOTES THIS SHEET.

USE OF PARKING SPACES NOT INCLUDED IN THE

CONSTRUCTION AREA IS NOT TO BE IMPEDED FOR

ANY DURATION OF TIME

GENERAL NOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\R ev it

\2 1.

_G

E N

E R

A L_

R

_p sa nd er s@ va lh al la en gi ne er in g.

co m .r vt 5/

/2

:0

8:

A M

GI004

PHASING PLAN CONSTRUCT MENTAL HEALTH

OUTPATIENT BLDG 52 ADDITION

2101 ELM STREET, FARGO, ND 58102

437-316

05/26/2023 RAK PJS

100% BID DOCUMENTS

VEG 21.05 DWG 4 of 188

CONTRACT DOCUMENTS SUBMISSION

FULLY SPRINKLERED

NTS

PHASING PLAN

F5

A. CONTRACTOR IS RESPONSIBLE FOR GENERAL TRAFFIC CONTROL TO KEEP

VEHICLES AND PEDESTRIANS MOVING IN AND OUT ALONG 21ST AVENUE, NORTH

DRIVE, AND SIDEWALKS, WHICH ARE TO REMAIN OPEN. CONTRACTOR SHALL

PROVIDE ADEQUATE SIGNS AND STAFF TO DIRECT FOR PUBLIC SAFETY AND

TRAFFIC CONTROL. TEMPORARY FENCING AND COORDINATION WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL COORDINATE ANY

RESTRICTIONS WITH THE VA COR.

B. CONTRACTOR TO SUBMIT PLAN SHOWING WORK AREA, OPEN ROADS,

WALKWAYS, SIGNAGE, ETC FOR VHA COR APPROVAL.

C. PROJECT MUST BE PHASED IN SUCH A WAY TO ELIMINATE DISRUPTION TO

MAIN CAMPUS UTILITIES APART FROM SWITCHOVER TO FINAL UTILITIES OR ANY

TEMPORARY UTILITIES REQUIRED TO MAINTAIN CONSISTENT OPERATION OF

EXISTING BUILDING 52 AND CONNECTIONS OF MAIN CAMPUS BUILDING TO PUBLIC

UTILITIES LOCATED NEAR WEST SIDE OF EXISTING BUILDING 52. REFERENCE

CIVIL PLANS. COORDINATE WITH VA COR A MINIMUM OF 3 WEEKS PRIOR TO ANY

SWITCHOVER. CONTRACTOR WILL BE REQUIRED TO PROVIDE A DETAILED

PHASING PLAN.

D. CONTRACTOR IS REQUIRED TO MAINTAIN ONE DRIVING LANE OPEN AT ALL

TIMES THROUGHOUT THE PROJECT. UTILITY WORK, TEMPORARY FENCING, AND

PAVEMENT WORK MUST BE PHASED TO ENSURE CONTINUOUS ACCESS TO THE

MAIN HOSPITAL ENTRY ALONG THE ADJACENT ROAD SOUTH AND EAST OF THE

BUILDING.

PHASE 1:

INSTALL TEMPORARY MEANS OF EGRESS IN EXISTING BUILDING 52 AS

INDICATED ON AD111 ARCHITECTURAL DEMO PLAN AND TEMPORARY

SIDEWALK AS SHOWN IN CS101 CIVIL SITE PLAN - PAVING. AFTER TEMPORARY

MEANS OF EGRESS IS ESTABLISHED, DEMOLISH PAVEMENT AND HARDSCAPE

AS INDICATED IN CIVIL SCOPE OF WORK AND INSTALL UTILITIES AS REQUIRED

TO ELIMINATE DISRUPTIONS TO EXISTING CAMPUS BUILDINGS, INCLUDING

EXISTING BUILDING 52. GC TO COORDINATE WITH RECORD DRAWINGS FOR

FIBER OPTIC UPGRADE WHICH IS CURRENTLY BEING INSTALLED AT TIME OF

ISSUANCE OF THESE BID DOCUMENTS.

COORDINATE UTILITY DEMO, ANY TEMPORARY UTILITIES, AND THEIR FINAL

INSTALLED LOCATIONS WITH ED101 DEMOLITION ELECTRICAL SITE PLAN,

ED102 DEMOLITION TELECOM SITE PLAN, CD101 CIVIL EXISTING CONDITIONS

DEMOLOTION PLAN, CD102 CIVIL EXISTING CONDITIONS DEMOLITION UTILITY

PLAN, AND THEIR ASSOCIATED FINAL SITE PLANS SO THAT EXISTING BUILDING

52 MAY REMAIN IN USE DURING PERIOD OF CONSTRUCTION.

DEMO SITE AND EXISTING BUILDING 30 WHILE MAINTAINING MEANS OF

EGRESS FOR EXISTING BUILDING 52. GC TO PROVIDE INTERIM LIFE SAFETY

PLAN.

RELOCATE ANY TEMPORARY ELECTRIC, GAS, AND OTHER UTILITIES AS

INDICATED ON CU101 CIVIL UTILITY PLAN AND OTHER ASSOCIATED SITE PLANS

(LIGHTING, TELECOM, POWER, MECHANICAL) TO THEIR FINAL LOCATION.

BEGIN DEMO OF EXISTING BUILDING 30, INCLUDING FOOTINGS AND

OVEREXCAVATION AS REQUIRED BY CIVIL PLAN.

COMPLETE PAVING WITHIN MAIN DRIVE AISLE SOUTH AND EAST OF NEW

ADDITION WHILE MAINTAINING ACCESS TO MAIN HOSPITAL ENTRANCE FROM

THIS DRIVE AISLE.

PHASE 2:

BEGIN SITE PREP FOR NEW BLDG 52 ADDITION AND EXTEND UTILITIES INTO

BUILDING AS INDICATED ON CIVIL UTILITY PLAN. DISRUPTIONS TO PARKING

AREA NORTH OF PROJECT TO BE MINIMIZED. MAINTAIN EXISTING MEANS OF

EGRESS FOR BUILDING 52 ESTABLISHED IN PHASE 1.

PHASE 3:

CONSTRUCT REMAINDER OF BUILDING 52 ADDITION AND COMPLETE

PAVEMENT AND REMAINDER OF SITE WORK NORTH OF BUILDING. DEMOLISH

TEMPORARY EGRESS AND RESTORE TO ORIGINAL CONDITION, COORDINATE

WITH ARCHITECTURAL DEMOLITION PLANS.

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\R ev it

\2 1.

_G

E N

E R

A L_

R

_a w al de n3 Q

P X

Z .r vt 5/

/2

:4

8:

A M

GI010

LIFE SAFETY - GENERAL CONSTRUCT MENTAL HEALTH

OUTPATIENT BLDG 52 ADDITION

2101 ELM STREET, FARGO, ND 58102

437-316

05/26/2023 TW PJS

100% BID DOCUMENTS

VEG 21.05 DWG 5 of 188

CONTRACT DOCUMENTS SUBMISSION

FULLY SPRINKLERED

0 100% BID DOCUMENTS 05/26/2023

FUTURE

ELEV

HAC

101A

ELEV

MECH.

STAFF/

CONFERENCE

TOILET

TOILET

MECH.

IRM

OFFICE

OFFICE

5 6 87

1012 11131415

OFFICE

OPEN

OFFICE

UP

DS

DS

DS DS

DS

DS

OFFICE

OFFICE

OFFICE

OFFICE

LOUNGE

STAIR A

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

BARIATRIC OFFICE

RR

ADMIN

RR

ELEV

ELEC

BARIATRIC RR

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

STAIR B

VESTIBULE

117 VESTIBULE

WAITING

RECEPTION

WORKRM / STOR

CORR

GROUP THERAPY

GROUP THERAPY

COMM / EHRM

FIRE PUMP

ELEC

131A

WAITING

MECH

CORR

CORR

OFFICE

ELEV. EQUIP.

STOR

HAC

STOR

STOR

OFFICE

OFFICE

3 4 6

A

B

G

K

H

5 7

C

D

E

J

F

E.8

G.2

83.9 6.1

D.3

TELEHEALTH

131B

CLOSET

G.6

Assembly T&C (15) 340 sf

Mech (300) 261 sf

Mech (300) 117 sf

Assembly T&C (15) 297 sf

Assembly T&C (15) 297 sf

Assembly T&C (15) 141 sf

Mech (300) 330 sf

Non-Net (0) 90 sf

Assembly Standing (7) 51 sf

Non-Net (0) 103 sf

Mech (300) 60 sf

Mech (300) 226 sf

Mech (300) 89 sf

Storage (300) 70 sf

Non-Net (0) 25 sf

Assembly Standing (7) 37 sf

Business - Conc (50) 83 sf

Business - Conc (50) 98 sf

Business - Conc (50) 135 sf

S-U

S-U

S-U

S-U Assembly T&C (15) 108 sf

S-U

Storage (300) 84 sf

Non-Net (0) 74 sf

Assembly T&C (15) 83 sf

Assembly Standing (7) 51 sfStorage (300)

48 sf

Cass County, ND

6A

Moist

Yes

Yes

Contractor to submit NFPA 285 Compliance

Contractor to submit NFPA 285 Compliance

No

Yes

Yes

Yes

Yes

No

No

No

No

Class A (All)

Yes

Yes

Yes

Yes

< 33% of Area of Supporting Roof Yes

Yes

Yes

Combustible Water-Resistive Barrier (?)

Combustible Foam Plastic Insulation (?)

B U

IL

D

IN

G

E N

V E

L O

P E

EXTERIOR WALLS (EW)

Climate Zones (IECC)

Climate Zone

Moisture Regimes

Performance Requirements

Weather Protection - Water-Resistive Barrier (WRB)

Vertical and Lateral Flame Propagation (Type I/II/III/IV)

Flood Resistance

Materials

Metal

Concrete (Precast)

Installation of Wall Coverings

Vapor Retarders

Class I and II Vapor Retarders

Flashing

Combustible Materials on the Exterior Side of EW

Metal Veneers

Metal Composite Materials (MCM)

High-Pressure Decorative Exterior-Grade Compact Laminates

(HPL)

ROOF ASSEMBLIES

Performance Requirements

Weather Protection

Fire Classification

Minimum Roof Covering Classification (Types of Const)

Requirements for Roof Coverings

Performance Requirements

Roof Insulation

Above Deck = NFPA 276 or UL 1256

Radiant Barriers Installed Above Deck

ROOFTOP STRUCTURES

Use = Shelter of M/E Equipment, Tanks, or Vert Shaft Opngs

Type of Construction (T of C)

Walls, Floor, & Roof = T of C of Building

Penthouses

Height Above Roof Deck

< 18 Feet = Non-Type I

Area (Penthouse + Enclosed Rooftop Structures)

D6 STORY 02 - OCCUPANT LOADS

NO SCALE

B6 STORY 01 - OCCUPANT LOADS

NO SCALE B8 TYPE(S) OF CONSTRUCTION

NO SCALE

F8 MEANS OF EGRESS CAPACITY

NO SCALE

E5 OCCUPANT LOAD CALCULATION

NO SCALE

F5 PLUMBING FIXTURES CALCULATION

NO SCALE

Mech (300)

Storage (300)

Assembly T&C (15)

Non-Net (0)

Assembly Standing (7)

Business Areas (150)

Business - Conc (50)

S-U/M/W Public Toilet Rooms Unisex (U), Male (M), or Women (W)

S-U/M/W Staff Toilet Rooms Unisex (U), Male (M), or Women (W)

F1 PROJECT SUMMARY

NO SCALE

D8 PENTHOUSE - OCCUPANT LOADS

NO SCALE

Mech (300)

Storage (300)

Assembly T&C (15)

Non-Net (0)

Assembly Standing (7)

Business Areas (150)

Business - Conc (50)

S-U/M/W Public Toilet Rooms Unisex (U), Male (M), or Women (W)

S-U/M/W Staff Toilet Rooms Unisex (U), Male (M), or Women (W)

Mech (300)

Type VB

Type V (000)

Type IIB

Type II (000)

Type VB & Type V (000) and Type IIB & Type II (000)

0 Hours & 1 Hour*

0 Hours

0 Hours

0 Hours

0 Hours & 1 Hour*

0 Hours & 1 Hour*

1 Hour

NA

1 Hour : Partial EW of Interior Exit Stairway (IES #A)

Yes - Canopy

Fully

NFPA 13 - 2019

NA

NA

(See "Life Safety Plans" on GI101 & GI102)

Yes

Yes

0 Hours

1-Hour Fire Barrier (1FB) Connecting 3 or Less Stories

NA

1-Hour Shaft Enclosures (1SE) Connecting 3 or Less Stories

NA

Sprinklered

Required - Provided based on New Business

Class B

NA

Class C

Class C

Administrative Spaces Class C

OL = (4) Occupants or Less Class C

Assembly = (300) Occupants or Less Class C

Class II

Yes

Yes

Interior Exit Stairways

Vestibules for Exit Discharge

Exterior Landings for ED

Fire Pump Rooms

0.3

0.2

300 Feet

100 Feet

50 Feet

60 Inches (VA) - Accessible MOE (Administration)

44 Inches (NFPA 101 & IBC)

NA

32" Minimum

Yes

Yes

No

Yes

Yes

No

44 Inches (Minimum)

36”

44"

Yes

Yes

NA

(See "MEANS OF EGRESS CAPACITY" F8/GI010)

Yes

Yes

No

No

No

< Yes / No >

Yes (Story 01) x2

Yes (Story 02) x1

Yes (Story 02) x1

Yes (Story 01)

(See "MEANS OF EGRESS CAPACITY" F8/GI010)

(See "MEANS OF EGRESS CAPACITY" F8/GI010)

Yes

Yes

No

Fire Separation Distance (FSD)

CONSTRUCTION CLASSIFICATION

Construction Classification (IBC)

Building Elements FRR (Hours)

Primary Structural Frame

Bearing Walls - Exterior

Existing Building (2011)

New Building/Addition (2021)

Construction Classification (IBC)

Construction Classification (LSC)

*Supporting Construction for 1-Hour Fire Barriers (1FB) @ IES

Construction Classification (LSC)

Bearing Walls - Interior

Nonbearing Walls - Interior

Floor Construction & Secondary Members

Roof Construction & Secondary Members

Exterior Wall FRR (Hours)

Projections

FIRE PROTECTION SYSTEMS

Automatic Sprinkler System

Design Criteria

Occupancy(s) & Locations Where Required

Exempted Locations / Equivalency

Portable Fire Extinguishers (PFE)

Fire Alarm and Detection Systems

FIRE-RESISTANCE RATINGS (FRR)

Corridors

Fire Department Connections (FDC)

Special Rooms or Spaces

Interior Exit Stairway (IES)

Occupancy Separations

Vertical Openings (VO)

Corridors and Exit Access Stairway Enclosures

Rooms and Enclosed Spaces

Interior Floor Finish and Floor Covering

INTERIOR FINISHES

Wall and Ceiling Finishes

Interior Wall and Ceiling Finish Materials

Interior Exit Stairways & Ramps

Exit Passageways

O C

C N

E E

D S

OCCUPANT LOAD (OL)

(See "Occupant Load Calculation" E5/GI010)

F

IR

E P

R O

T E

C T

IO

N

PLUMBING FIXTURES (PF)

(See "Plumbing Fixture Calculation" on F5/GI010)

Stairways

Other Means of Egress (Doors, Corridors, Aisles, Ramps)

EXIT ACCESS

Travel Distance Requirements

Exit Access Travel Distance (EATD)

Common Path of Egress Travel Distance (CPOETD)

GENERAL MEANS OF EGRESS

Means of Egress - Illumination

Power Source - Normal

Power Source - Emergency Electrical System (EES)

Occupant Multiplier Factor (Inches/Occupant)

EES Locations

Corridor Width - Minimum Clear

Dead-End Corridors (DEC)

Corridor Requirements

Corridor Width (Inches)

Door Requirements

Door - Clear Width (Inches)

Hardware

Other Means of Egress

Power-Operated Doors?

Security Grilles?

Delayed-Egress Doors?

Electrically Locked Egress Doors?

Electromagnetically Locked Egress Doors?

Stairway Doors

Special Doors

Occupant Load > 50 Occupants

Stairway Vertical Rise between Landings <12 Feet

Specialty Stairways

Stairway Requirements

Stairway Width (Inches)

Stairway Width - Minimum Clear

Occupant Load < 50 Occupants

Number of Means of Egress

Stairway to Roof (Unoccupied/Occupied)

Ramp Requirements

(2) Means of Egress - Minimum

Maximum OL of Story

OL > (50) occupants (Groups A, B, E, F, M, U)

Boiler Room (>500 sf & 400K Btu)

Electrical Equipment Room (>1000 Volts)

OL = 1 - 500 Occupants = (2) Exits or Exit Access

Maximum OL of Space (Sprinklered)

Areas of Refuge (AoR)

Interior Exit Stairways (IES)

Furnace Room (>500 sf & 400K Btu)

Accessible Means of Egress (2 per Story)

Accessible Means of Egress Components

Accessible Route (AR)

Two-Way Communication (AoR or EAAR)

EXITS

Number of Exits

EXIT DISCHARGE

Number of Exit Discharges

Egress Courts

Exit Discharge Exceptions

Areas on the Level of Discharge (Lobby)

M E

A N

S O

F E

G R

E S

S

OL OL OL OL OL

ACCESSORY

MECHANICAL 300 sf ● F-1/2 378 sf 2 0 sf 0 705 sf 3 301 sf 2 313 sf 2 1,697 sf 6.7% 9 2.5% 9

MECHANICAL (PENTHOUSE) 300 sf ● F-1/2 0 sf 0 0 sf 0 0 sf 0 0 sf 0 1,853 sf 7 1,853 sf 7.3% 7 2.0% 7

STORAGE 300 sf ● S-1/2 0 sf 0 0 sf 0 202 sf 1 70 sf 1 396 sf 2 668 sf 2.6% 4 1.1% 4

ASSEMBLY W/O FIXED SEATS

ASSEMBLY - UNCONCENTRATED (CHAIRS & TABLES)

AUDITORIUMS 15 sf ● A-3a 340 sf 23 0 sf 0 926 sf 62 340 sf 23 544 sf 37 2,150 sf 8.4% 145 40.6% 145

ASSEMBLY - STANDING SPACES

ELEVATORS 5 sf ● A-3a 37 sf 8 0 sf 0 102 sf 21 37 sf 8 102 sf 21 278 sf 1.1% 58 16.2% 58

BUSINESS AREAS 150 sf ● B 3,019 sf 21 306 sf 3 5,459 sf 37 3,026 sf 21 6,368 sf 43 18,178 sf 71.3% 125 35.0% 125

BUSINESS AREAS - CONCENTRATED 50 sf ● B 0 sf 0 0 sf 0 316 sf 7 0 sf 0 68 sf 2 384 sf 1.5% 9 2.5% 9

NON-NET FLOOR AREA 25 sf 0 sf 267 sf 25 sf 243 sf 292 sf 1.1%

3,824 sf 54 306 sf 3 7,977 sf 131 3,824 sf 55 9,887 sf 114 25,500 sf 100% 357 100% 357

71 102 61 70 87 71

BT CTA B1 C1 B2

Area

N et C2 B3 C3 B4 C4

BLDG 52 BLDG 52B BLDG 52

C la ss ifi ca tio n

BLDG 52A

Area

B2 C2

Total Occupant Load (MOE)

Mental Health Outpatient Building (21.05) TOTALS

Total

OL

(PF)

BLDG 52B

STORY 01

NFPA 101 LSC (2021) Table 7.3.1.2

STORY 02 (+ PENTHOUSE)

DT

TOTALS : Areas & Occupant Loads

AVERAGE OL FACTOR

Total Area

BT% CT%

Total

OL

A re a/ O cc

G ro ss

Area Area Area

FUNCTION OF SPACE

0.3

0.2

A Stair 0 44 44 / 0.30 146 44 44 / 0.30 146

B Door (into Stairway) 0 36 33.5 / 0.20 = 167 36 33.5 / 0.20 = 167

C Door (Exit Discharge) 0 36 33.5 / 0.20 = 167

A Stair 0 44 44 / 0.30 146 44 44 / 0.30 146

B Door (into Stairway) 0 36 33.5 / 0.20 = 167 36 33.5 / 0.20 = 167

C Door (Exit Discharge) 0 36 33.5 / 0.20 = 167

A Stair 0.3 44 44 / 0.30 146 44 44 / 0.30 146

B Door (into Stairway) 0.2 36 33.5 / 0.20 = 167 36 33.5 / 0.20 = 167

C Door (Exit Discharge) 0.2 36 33.5 / 0.20 = 167

A Stair 0.3 44 44 / 0.30 146 44 44 / 0.30 146

B Door (into Stairway) 0.2 36 33.5 / 0.20 = 167 36 33.5 / 0.20 = 167

C Door (Exit Discharge) 0.2 36 33.5 / 0.20 = 167

C Door (Exit Discharge) 0 72 68.5 / 0.20 = 342 342

C Door (Exit Discharge) 0.2 48 44.5 / 0.20 = 222 222

C Door (Exit Discharge) 0.2 48 44.5 / 0.20 = 222 222

C Door (Exit Discharge) 0.2 48 44.5 / 0.20 = 222 222

Stair Multiplier

Door Multiplier

Mental Health Outpatient Building (21.05)

Exit Components

M u lt ip lie r

S iz e (I n

C lr

W id th

In

O cc u p an ts

M u lt ip lie r

O cc u p an ts

L o w es t O

L

S iz e (I n

C lr

W id th

In

M u lt ip lie r

Story 01

S iz e (I n

Interior Exit Stairway B - Existing (IES-E#B)

IES-E1A

IES-E1B

IES-E1B

Interior Exit Stairway A - Existing (IES-E#A)

Exit Discharge C (ED-1C)

Exit Discharge A (ED-1A)

Exit Discharge B (ED-1B)

Interior Exit Stairway A (IES-#A)

Interior Exit Stairway B (IES-#B)

Exit Discharge A - Existing (ED-E1A)

Occ Load Capacity (Calc) 292

Occ Load Demand (Calc) - ST02 55

634 958

Story 02

Building 52 Building 52B

M u lt ip lie r

O cc u p an ts

L o w es t O

L

C lr

W id th

In

Buildings 52 & 52A Building 52B

L o w es t O

L

IES-E1A

S iz e (I n

C lr

W id th

In

M u lt ip lie r

O cc u p an ts

L o w es t O

L

IES-1A

IES-E1B

IES-1A

IES-1B

Occ Load Demand (Calc) - ST01 57 131

Occ Load Demand (Calc) per EXIT / ED 29 44 28 54

OL

Assembly (Auditoriums, Lecture Halls & Libraries) A-3a 203 102 0.8 1.6 0.5 0.5 0.4

Business B 134 67 2.3 2.3 1.7 1.7 1.3

Factory and Industrial F-1/2 16 8 0.1 0.1 0.1 0.1 0.0

Storage S-1/2 4 2 0.0 0.0 0.0 0.0 0.0

357 179

3.3 4.0 2.3 2.3 1.8

4 5 3 3 2

TOTALS (Staff - Provided) Addition : UNISEX 2 2

TOTALS (Public - Provided) Addition : UNISEX

TOTALS (Staff - Provided) Existing : UNISEX

TOTALS (Required) Existing + Addition : WCs + LAVs + DFs

Mental Health Outpatient Building (21.05)

Classification (Description)

Plumbing Fixtures (IBC Table 2902.1)

STORY 01 & 02 (Buildings 52, 52A, 52B) T

O T

A L

O L

WC Lav

DF

(M)(F) (M) (F) (M) (F)

TOTALS : Areas, Occupant Loads & Egress Widths

TOTALS : WCs + LAVs + DFs

4 4

2 2

02.03.2021

ASME Code for Pressure Piping

ASME A17.1 Safety Code for Elevators and Escalators, American Society of Mechanical Engineers (2019)

A1 : Partial demollition of existing exterior wall for new

Addition.

Existing Business (LSC) & Group B Business (IBC)

New Business (LSC) & Group B Business (IBC)

75 Feet

< 40 Feet

69,000 GBA

3830 GBA (2011) + 8311 GBA (2021) = 12,141 GBA

0.0 (901.94 per Civil)

0.0

No

No

No

Yes

No

Renovation to Existing

Alteration Level 1 (A1)

LSC

New Building/Addition (2021)

A D

M

IN

IS

T

R A

T

IO

N

PROJECT INFORMATION

Owner / Tenant

Fargo VA Health Care System 2101 Elm Street, Fargo, ND 58102

Project / Building

CONSTRUCT MENTAL HEALTH OUTPATIENT BLDG 52 ADDITION

REGULATORY

Existing Building (05.04.2011)

PROJECT SCOPE

IBC

New Construction (NC) NC : 2-Story Building separated from existing 2-Story

Building.

AD : 1-Story Addition to an existing 2-Story Building.

See IBC explanation (above)

B U

IL

D

IN

G

P L

A N

N

IN

G

USE AND OCCUPANCY CLASSIFICATION

Existing Building (2011)

New Building/Addition (2021)

BUILDING DATA

Existing Building (2011), Addition (2021) & New Building (2021)

Condition A = (1) Occupancy Classification & (2) Types of Construction (Type VB (2011) and Type IIB (2021))

Allowable (Tabular) - Type IIB

Provided

Building Area

Number of Stories

Allowable (Tabular) - Type IIB

Provided

Building Height

Grade Plane Elevation

Lowest Level of Fire Department Vehicle Access

Special Conditions

Basement(s)

Mezzanine(s)

Equipment Platform(s)

Allowable (Tabular) - Type IIB

Provided

Penthouse(s)

Special Detailed Requirements (IBC)

Contracting Officer (CO) - Signed Contract Date

VA DIRECTIVES

VA DESIGN MANUALS (DM)

VA Fire Protection Design Manual (8th Edition - 06.01.21)

VA PROGRAM GUIDES (PG-#-#)

PG-18-1 VA Master Specifications

PG-18-3 Design & Construction Procedure (07.01.21)

PG-18-4 VA Standard Details

Guidance (Directives, Manuals, Guides, Codes, etc.) per the Technical Information Library (TIL) not listed on Drawings

PG-18-5 Equipment Guide List (12.2019)

H-18-8 Seismic Design Requirements (05.01.20)

PG-18-9 Space Planning Criteria (02.21.21)

Architectural Design Manual (08.01.14)

Electrical Design Manual (12.01.19)

Lighting Design Manual (12.01.15)

HVAC Design Manual (11.01.17)

Interior Design Manual (11.01.20)

Physical Security and Resiliency Design Manual (09.01.21)

Plumbing Design Manual (05.01.21)

VA Signage Design Guide (09.01.21)

PG-18-13 VA BIM & CAD Standards (02.2017)

PG-18-14 Room Finishes, Door, & Hardware Schedule (04.10.17)

PG-18-15 A/E Design Submission Requirements (Volume C - Minor and NRM Projects)

PG-18-17 Environmental Planning Guidance - NEPA Interim Guidance ‐ Projects (09.30.10)

VA DESIGN GUIDES (DG)

Mental Health Outpatient Services Design Guide (July 2018)

National Fire Protection Association (NFPA)

NFPA National Fire Codes (Exceptions : NFPA 5000 and NFPA 900)

NFPA 101 Life Safety Code - 2021 (LSC)

Referenced Publications (Applicable but not all inclusive)

NFPA 1 Fire Code - 2021

NFPA 10 Standard for Portable Fire Extinguishers - 2018

NFPA 13 Standard for the Installation of Sprinkler Systems - 2019

NFPA 14 Standard for the Installation of Standpipe and Hose Systems - 2019

NFPA 54 National Fuel Gas Code, 2021

NFPA 72 National Fire Alarm and Signaling Code - 2019

NFPA 80 Standard for Fire Doors and Other Opening Protectives - 2019

NFPA 90A Standard for the Installation of Air-Conditioning and Ventilating Systems, 2021

NFPA 90B Standard for the Installation of Warm Air Heating and Air-Conditioning Systems, 2021

NFPA 70 National Electrical Code - 2020 (NEC)

International Code Council (ICC)

International Building Code - 2021 (IBC)

International Plumbing Code - 2021 (IPC)

Accessibility

PG-18-13 VA Sustainable Design Manual (01.01.17, revised 11.01.18)

Architectural Barriers Act Accessibility Standards (ABAAS) 2015

ASHRAE

ASHRAE Standard 15 Safety Code for Mechanical Refrigeration

ASHRAE Standard 34 Designation and Safety…