36C78619B0012-002.pdf

DEPARTMENT OF

VETERANS AFFAIRS

GI001

COVER SHEET

DRAWING INDEX

1. GI001 COVER SHEET

2. GI002 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

3. VL100 OVERALL SITE MAP

BUILDING 3001

SITE/CIVIL

4. VL101 EXISTING CONDITIONS AND BORING PLAN

5. GC101 E&S CONTROL PLAN

6. CD101 DEMOLITION PLAN

7. CS101 SITE & UTILITY PLAN

8. CG101 GRADING PLAN

9. CU201 UTILITY PROFILES

10. LP101 LANDSCAPE PLAN

11. GI501 GENERAL DETAILS

12. GI502 GENERAL DETAILS

13. CU501 UTILITY DETAILS

GENERAL

14. GI003 MOUNTING HEIGHTS

15. GI101 LIFE SAFETY PLAN

STRUCTURAL

16. SS001 GENERAL STRUCTURAL NOTES, SCHEDULES AND DETAILS

17. SB101 FOUNDATION PLAN

18. SB501 FOUNDATION DETAILS

19. SF101 ROOF FRAMING PLAN

20. SF501 FRAMING DETAILS

ARCHITECTURAL

21. AD101 DEMOLITION PLAN

22. AE101 FLOOR PLAN

23. AE102 ROOF PLAN

24. AE103 CEILING PLAN

25. AE104 FURNITURE & EQUIPMENT PLAN

26. AE201 EXTERIOR ELEVATIONS

27. AE202 INTERIOR ELEVATIONS

28. AE203 INTERIOR ELEVATIONS

29. AE301 BUILDING SECTIONS

30. AE302 WALL SECTIONS

31. AE401 ENLARGED PLANS

32. AE501 EXTERIOR DETAILS

33. AE502 EXTERIOR DETAILS

34. AE503 EXTERIOR DETAILS

35. AE504 INTERIOR DETAILS

36. AE601 DOOR SCHEDULE & DOOR TYPES

INTERIORS

37. IG101 INTERIOR SIGNAGE

38. IN101 FINISH PLAN

FIRE ALARM

39. FA100 FIRE ALARM GENERAL NOTES

40. FA101 FIRE ALARM DEMOLITION PLAN

41. FA102 FIRE ALARM PLAN

PLUMBING

42. PL000 PLUMBING NOTES AND SYMBOLS

43. PD101 DEMOLITION PLAN-FIRST FLOOR

44. PL101 PLUMBING PLAN-FIRST FLOOR

45. PL102 PLUMBING PLAN-UNDERGROUND

46. PL301 PLUMBING RISERS

47. PL501 PLUMBING DETAILS

48. PL601 PLUMBING SCHEDULES

MECHANICAL

49. MH000 MECHANICAL NOTES AND SYMBOLS

50. MD001 DEMOLITION PLAN-FIRST FLOOR

51. MD002 DEMOLITION PLAN-ROOF

52. MH101 HVAC PLAN-FIRST FLOOR

53. MH102 HVAC & PIPING PLAN-ROOF

54. MH201 PIPING PLAN-FIRST FLOOR

55. MH501 MECHANICAL DETAILS

56. MH502 MECHANICAL FLOW DIAGRAMS

57. MH601 MECHANICAL SCHEDULES

58. MH700 MECHANICAL CONTROLS, SYMBOLS AND ABBREVIATIONS

59. MI700 MECHANICAL CONTROLS NOTES AND SYMBOLS

60. MI701 MECHANICAL CONTROLS

61. MI702 MECHANICAL CONTROLS

ELECTRICAL

62. EE001 ELECTRICAL SYMBOLS

63. ED101 ELECTRICAL DEMOLITION PLAN

64. ES101 ELECTRICAL SITE PLAN

65. EL101 LIGHTING PLANS

66. EP101 POWER PLANS

67. EP601 ONE-LINE DIAGRAM AND SCHEDULES

68. ET101 TELECOMMUNICATIONS AND SECURITY PLANS

MATERIAL HANDLING FACILITY

SITE/CIVIL

69. VL111 EXISTING CONDITIONS AND BORING PLAN

70. GC111 E&S CONTROL PLAN

71. GC511 E&S CONTROL DETAILS

72. CD111 DEMOLITION PLAN

73. CS111 SITE & UTILITY PLAN

74. CG111 GRADING PLAN

75. CU211 UTILITY PROFILES

76. LP111 LANDSCAPE PLAN

77. GI511 GENERAL DETAILS

78. CU511 STORM DETAILS

79. CU512 STORM DETAILS

GENERAL

80. GI111 LIFE SAFETY PLAN

STRUCTURAL

81. SB111 FOUNDATION PLAN

82. SF111 ROOF FRAMING PLAN

ARCHITECTURAL

83. AE111 FLOOR, CEILING & ROOF PLANS

84. AE211 EXTERIOR ELEVATIONS

85. AE311 BUILDING & WALL SECTIONS

86. AE511 DETAILS

PLUMBING

87. PL111 PLUMBING FLOOR PLAN

88. PL511 PLUMBING DETAILS

MECHANICAL

89. MH111 MECHANICAL FLOOR PLAN

90. MH511 MECHANICAL DETAILS

ELECTRICAL

91. ES111 ELECTRICAL SITE PLAN - MATERIAL STORAGE FACILITY

92. EL111 LIGHTING PLAN

93. EP111 POWER PLAN

NO. DRAWING DRAWING TITLE

Know what's

R

FORT SNELLING NATIONAL CEMETERY

ECS CHICAGO

1575 BARCLAY BLVD

BUFFALO GROVE, IL 60089

PHONE: 847-279-0366

WWW.ECSLIMITED.COM

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

HENNEPIN COUNTY, MINNESOTA

MARCH 19, 2019 RPP MAC Dwg. of 93

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

EST. 1915

LEO A DALY

730 SECOND AVENUE SOUTH

SUITE 1300

MINNEAPOLIS, MN 55402

PHONE: 612-338-8741

WWW.LEOADALY.COM

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

6110 EXECUTIVE BOULEVARD

SUITE 440

ROCKVILLE, MD 20852

PHONE: 202-299-0530

WWW.OCMI.COM

CULTURAL RESOURCE ANALYSTS, INC.

151 WALTON AVENUE

LEXINGTON, KY 40508

PHONE: 859-252-4737

FAX: 859-254-3747

WWW.CRAI.COM

NO. DRAWING DRAWING TITLE NO. DRAWING DRAWING TITLE NO. DRAWING DRAWING TITLE

ARCHITECTURAL GENERAL SYMBOLS

SCALE:B2 VIEW NAME

1/8" = 1'-0"

A4

EARTH

EARTH GRAVEL

CONCRETE

METALS

BRICK

CMU

TILE

STONE

WOOD

GYPSUM

GLASS

INSULATION

REGULAR

STEEL ALUMINUM

FACE COMMON

CMU

CERAMIC

MARBLE LIMESTONE

FINISH BLOCKING

PLASTER OR GWB

LARGE SCALE SMALL SCALE

BATT OR

LOOSE

RIGID

SURFACE

DETAIL TITLE

BUILDING SECTION

WALL SECTION

EXTERIOR / INTERIOR

ELEVATION

INTERIOR MULTI-VIEW

ELEVATION

MATERIALS REFERENCE

DETAIL SECTION

AE402

C4

AE201

A1

AE305

SIM

A1

AE305

SIM

A1

AE305

SIM

AE505

C3

SIM

A3

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS DRAWN

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS DRAWN

S

B5

E

ACTUAL SQ. FT.

PROGRAMMED SQ. FT.

ROOM NUMBER

DOOR NUMBER

KEYNOTE

WALL TYPE

REVISION NUMBER

ELEVATION INDICATION

COLUMN GRID

IDENTIFICATION

NORTH ARROW

WINDOW NUMBER

?A1

ROOM NAME

A505B

200 SF / 150 SF

W1

1t EQUIPMENT TAG

D

N

MATCHLINE

GI002

GENERAL NOTES, SYMBOLS AND

ABBREVIATIONS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

HENNEPIN COUNTY, MINNESOTA

MARCH 19, 2019 RPP MAC Dwg. of 93

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TC TOP OF CURB

TE TOP ELEVATION

TEL TELEPHONE

TEMP TEMPERATURE

TERR TERRAZZO

TLT TOILET

TOPO TOPOGRAPHY

TOS TOP OF STEEL

TOW TOP OF WALL

TP TOP OF PAVEMENT

TRANS TRANSVERSE

TYP TYPICAL

U

UC UNDERCUT

UG UNDERGROUND

UH UNIT HEATER

UR URINAL

UV UNIT VENTILATOR

V

V VOLT

VAV VARIABLE AIR VOLUME

VB VINYL BASE

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VFD VARIABLE FREQUENCY DRIVE

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W

W WATT / WATER

W/ WITH

W/O WITHOUT

WAGD WASTE ANESTHESIA GAS DISPOSAL

WC WATER CLOSET

WD WOOD

WDW WINDOW

WH WATER HEATER / WALL HYDRANT

WP WEATHERPROOF

WPFG WATERPROOFING

WS WATER STOP

WT WEIGHT

WWF WELDED WIRE FABRIC

X

XFMR TRANSFORMER

Y

YD YARD

YH YARD HYDRANT

PHVAC PLUMBING, HEATING, VENTILATING AND AIR

CONDITIONING

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PKG PARKING

PL PLASTIC LAMINATE / PROPERTY LINE / PLATE

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PROJ PROJECTION

PRV PRESSURE REGULATING VALVE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PTVC POINT OF VERTICAL CURVATURE

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENCY

Q

QT QUARRY TILE

R

R RADIUS / REGISTER

RA RETURN AIR

RB RESILIENT BASE

RCP REINFORCED CONCRETE PIPE

RD ROOF DRAIN

REF REFERENCE

REFL REFLECTED

REG REGISTER

REINF REINFORCED

REQD REQUIRED

REV REVERSE / REVISION

RF RETURN FAN

RGS RIGID GALVANIZED STEEL

RH ROOF HOOD / RELATIVE HUMIDITY / REHEAT

RHC REHEAT COIL

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

S

S STAIR / STAIN / SURFACE / SANITARY

SA SUPPLY AIR / SOUND ATTENUATOR

SAN SANITARY

SCH SCHEDULE

SD SMOKE DAMPER / SUB DRAIN

SECT SECTION

SF SUPPLY FAN

SHT SHEET

SIM SIMILAR

SOG SLAB-ON-GRADE

SP SUMP PUMP

SPEC SPECIFICATIONS

SQ SQUARE

SS SERVICE SINK / STORM SEWER

SSO STORM SEWER OVERFLOW

SSTL STAINLESS STEEL

STA STATION

STD STANDARD

STE STANDARD TAPERED END

STIFF STIFFENER

STIR STIRRUP

STL STEEL

STOR STORAGE

STR STRUCTURAL

SUSP SUSPENDED

SW SWITCH

SWGR SWITCHGEAR

SYM SYMMETRICAL

T

L LITER

LA LABORATORY AIR

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LBS POUNDS

LF LINEAR FEET

LIN LINEAR

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMU LIGHTWEIGHT MASONRY UNITS

LONG LONGITUDINAL

LPM LITERS PER MINUTE

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LV LABORATORY VACUUM

LVL LEVEL

M

M METER

M2 SQUARE METER

M3 CUBIC METER

MA MEDICAL AIR

MAINT MAINTENANCE

MAR MARBLE

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MBH 1000 BTUH

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MET METAL

MFR MANUFACTURER

MG MOTOR GENERATOR / MEDICAL GAS

MH MANHOLE

MIN MINIMUM

MLO MAIN LUGS ONLY

MM MILLIMETER

MO MASONRY OPENING

MTD MOUNTED

MTG MOUNTING

MULL MULLION

MV MEDICAL VACUUM

N

N NITROGEN

N2O NITROUS OXIDE

NEC NATIONAL ELECTRICAL CODE

NFPA NATIONAL FIRE PROTECTION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

O/S OFFSET

OA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

OX OXYGEN

OZ OUNCE

P

P PAINT / PUMP / PENDANT

PA PASCAL

PART PARTITION

PAVT PAVEMENT

PC POINT OF CURVATURE

PCF POUNDS PER CUBIC FOOT

PED PEDESTAL

PERP PERPENDICULAR

PHC PREHEAT COIL

FM FORCE MAIN / FACTORY MUTUAL

FP FIREPROOFING / FIRE PUMP

FPM FEET PER MINUTE

FR FIRE RATED

FRP FIBERGLASS REINFORCED PLASTIC

FS FLOW SWITCH

FT FEET

FTG FOOTING

FVC FIRE VALVE CABINET

G

G GAS / GRILLE

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GBD GRAVITY BACKDRAFT DAMPER

GEN GENERATOR

GFRC GLASS FIBER REINFORCED CONCRETE

GI GALVANIZED IRON

GL GLASS

GLB GLASS BLOCK

GP GLAZED PAINT

GPM GALLONS PER MINUTE

GR GRADE

GRV GRAVITY ROOF VENTILATOR

GWB GYPSUM WALLBOARD

GYP GYPSUM

H

HB HOSE BIBB

HC HEATING COIL

HDNR HARDENER

HDW HARDWARE

HDWD HARDWOOD

HK1E HOOK ONE END

HK2E HOOK TWO ENDS

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSEPOWER

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HW HOT WATER

HWC HOT WATER CIRCULATING

HZ HERTZ

I

IA INSTRUMENT AIR

IC INTERCOM

ID INSIDE DIAMETER

IE INVERT ELEVATION

IF INSIDE FACE

IN INCH

INSUL INSULATION

INT INTERIOR

J

JAN JANITOR

JB JUNCTION BOX

JP JOCKEY PUMP

JST JOIST

JT JOINT

K

KC MIL THOUSAND CIRCULAR MILS

KCJ KEYED CONSTRUCTION JOINT

KIT KITCHEN

KPA KILOPASCALS

KS KITCHEN SINK

KV KILOVOLT

KVA KILOVOLT AMPERE

KW KILOWATTS

L

CORR CORRIDOR

CP CEMENT PIPE

CPT CARPET

CSF CUBIC FEET PER SECOND

CT CERAMIC TILE / COOLING TOWER

CTR CENTER

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CUYD CUBIC YARD

CW COLD WATER

D

D DRAIN / DIFFUSER

DA DENTAL AIR

DBL DOUBLE

DEPR DEPRESSED

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIP DUCTILE IRON PIPE

DISC DISCONNECT

DISP DISPENSER

DIST DISTRIBUTION

DK DECK

DL DEAD LOAD

DN DOWN

DO DITTO

DPR DAMPER

DR DOOR

DS DOWNSPOUT

DV DENTAL VACUUM

DWG DRAWING

DWL DOWEL

DWP DOMESTIC WATER PUMP

E

EA EACH / EXHAUST AIR

EF EACH FACE / EXHAUST FAN

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EMBED EMBEDMENT

EMD ESTIMATED MAXIMUM DEMAND

EMT ELECTRICAL METAL TUBING

EQ EQUAL

EQUIP EQUIPMENT

ET EXPANSION TANK

EVAC MEDICAL GAS EVACUATION

EW EACH WAY

EWC ELECTRICAL WATER COOLER

EWH ELECTRICAL WATER HEATER

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXPN EXPANSION

EXT EXTERIOR

F

F FIRE MAIN

FA FIRE ALARM

FCU FAN COIL UNIT

FD FLOOR DRAIN / FIRE DAMPER

FD / SD COMBINATION FIRE AND SMOKE DAMPER

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FDR FEEDER

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH

FIX FIXTURE

FL FLOOR

A

A/C AIR CONDITIONING

AB ANCHOR BOLT / AIR BLENDER

ABS ACRYLONITRILE-BUTADIENE-STYRENE

AC ALTERNATING CURRENT / AIR COMPRESSOR

ACP ASBESTOS CEMENT PIPE

ACU AIR CONDITIONING UNIT

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADJ ADJACENT / ADJUSTABLE

ADR ACCESS DOOR

AFF ABOVE FINISH FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATELY

APT APARTMENT

ARCH ARCHITECT(URAL)

ASPH ASPHALT

ATB AIR TERMINAL BOX

ATC ACOUSTICAL TILE CEILING

ATD AIR TRANSFER DUCT

ATU AIR TERMINAL UNIT

AUX AUXILIARY

AVG AVERAGE

AZ AZIMUTH

B

BB BALLED AND BURLAPPED

BD BOARD

BDD BACK DRAFT DAMPER

BE BOTTOM ELEVATION

BL BUILDING LINE

BLDG BUILDING

BLKG BLOCKING

BM BENCH MARK / BEAM

BR BARE ROOT

BRG BEARING

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

C

C/C CENTER TO CENTER

CAB CABINET

CB CIRCUIT BREAKER / CATCH BASIN

CC COOLING UNIT

CE COVER ELEVATION

CEM CEMENT

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CH CHILLER

CI CURB INLET / CAST IRON

CIP CAST IRON PIPE

CJ CONTROL JOINT OR CONTRACTION JOINT

CKT CIRCUIT

CL CENTER LINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CM CENTIMETER

CMH CUBIC METER PER HOUR

CMP CORRUGATED METAL PIPE

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT / CARBON MONOXIDE

CO2 CARBON DIOXIDE

COL COLUMN

COMB COMBINATION / COMBINE

COMP COMPRESSIBLE

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS / CONTINUATION

CONTR CONTRACTOR

ARCHITECTURAL ABBREVIATIONS

VL100

OVERALL SITE MAP

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

HENNEPIN COUNTY, MINNESOTA

MARCH 19, 2019 RPP MAC Dwg. of 93

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

VL101

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

HENNEPIN COUNTY, MINNESOTA

MARCH 19, 2019 RPP MAC Dwg. of 93

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

KEY MAP

(NOT TO SCALE)

EXISTING CONDITIONS & BORING

PLAN

GC101

E&S CONTROL PLAN

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

HENNEPIN COUNTY, MINNESOTA

MARCH 19, 2019 RPP MAC Dwg. of 93

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

KEY MAP

(NOT TO SCALE)

EROSION & SEDIMENT CONTROL PLAN

CD101

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

HENNEPIN COUNTY, MINNESOTA

MARCH 19, 2019 RPP MAC Dwg. of 93

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

KEY MAP

DEMOLITION PLAN

CS101

SITE & UTILITY PLAN

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

HENNEPIN COUNTY, MINNESOTA

MARCH 19, 2019 RPP MAC Dwg. of 93

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

KEY MAP

CG101

GRADING PLAN

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

HENNEPIN COUNTY, MINNESOTA

MARCH 19, 2019 RPP MAC Dwg. of 93

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

HENNEPIN COUNTY, MINNESOTA

MARCH 19, 2019 RPP MAC Dwg. of 93

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

CU201

UTILITY PROFILES

LP101

LANDSCAPE PLAN

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

HENNEPIN COUNTY, MINNESOTA

MARCH 19, 2019 RPP MAC Dwg. of 93

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

GI501

GENERAL DETAILS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

HENNEPIN COUNTY, MINNESOTA

MARCH 19, 2019 RPP MAC Dwg. of 93

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

GI502

GENERAL DETAILS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

HENNEPIN COUNTY, MINNESOTA

MARCH 19, 2019 RPP MAC Dwg. of 93

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

SPECIFICATION SHEETSPECIFICATION SHEET

CU501

UTILITY DETAILS

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

HENNEPIN COUNTY, MINNESOTA

MARCH 19, 2019 RPP MAC Dwg. of 93

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

1. THE MOUNTING HEIGHT DIAGRAMS DO NOT NECESSARILY

REPRESENT ALL OF THE WALL MOUNTED ITEMS FOR THE

PROJECT. ADDITIONALLY, SOME ITEMS MAY BE SHOWN THAT

ARE NOT IN THE PROJECT. COORDINATE WITH

CONTRACTING OFFICER FOR MOUNTING HEIGHT ON ITEMS

NOT REPRESENTED IN DIAGRAM.

2. PROVIDE BLOCKING AS REQUIRED TO SUPPORT ALL WALL

MOUNTED ITEMS (INCLUDING, BUT NOT LIMITED TO, MAP

RAILS, MARKER BOARDS, SIGNAGE, CASEWORK, MILLWORK,

AND TOILET ACCESSORIES).

3. THE REQUIREMENTS NOTED IN THE DIAGRAMS ILLUSTRATE

BEST PRACTICES. GC IS STILL OBLIGATED TO MEET

NATIONAL AND LOCAL CODE REQUIREMENTS. CONTACT

CONTRACTING OFFICER IF A DISCREPANCY EXISTS.

4. ALL ACCESSORIES ARE TO BE 1-1/2" CLEAR OF EDGES OF

GRASPABLE SURFACE OF A GRAB BAR.

5. COAT HOOK/BUMPER ON BACK OF STALL DOORS TO BE

MOUNTED AT 48"AFF IN ACCESSIBLE AND AMBULATORY

STALLS AND 60" IN STANDARD STALL.

6. ALL EXPOSED PIPES WITH/IN REQUIRED KNEE & TOE

CLEARANCE ARE REQUIRED TO HAVE AN INSULATED PIPE

WRAP.

7. ALL LAVATORIES & SINKS TO MEET REACH RANGE

REQUIREMENTS TO DEPTH OF BOWL, UNLESS NOTED

OTHERWISE.

8. SEE TOILET PLAN(S) FOR REQUIRED ACCESSORIES. TOILET

ACCESSORY STYLES MAY VARY FROM REPRESENTED

SYMBOL. ALL OPERATING MECHANISMS ARE TO BE WITHIN

REACH RANGE PER MANUFACTURER'S RECOMMENDED

ACCESSIBLE MOUNTING HEIGHT. COORDINATE WITH

CONTRACTING OFFICER IF MANUFACTURER DOES NOT HAVE

A RECOMMENDED ACCESSIBLE MOUNTING HEIGHT.

9. AT TOILET ROOMS, TILE TO BE COORDINATED WITH/ WALL

MOUNTED ITEMS. IF TILE TERMINATES BELOW WALL

MOUNTED ITEM, PROVIDE BLOCKING AND SEALANT TO

CLOSE OFF ANY GAPS. DO NOT RUN TILE AROUND ITEM. IF

TILE TERMINATES HORIZONTALLY ALONG A WALL MOUNTED

ITEM, COORDINATE TILE EXTENTS WITH CONTRACTING

OFFICER PRIOR TO INSTALL OF TILE.

10. ALL ACCESSORIES ARE TO PROTRUDE LESS THAN 4" FROM

WALL OR BE PLACED OUTSIDE OF A CIRCULATION PATH.

ACCESSIBLE TRANSFER TOILET

MOUNTING CRITERIA FOR UNIVERSAL DESIGN

ACCESSIBLE LAVATORY

ACCESSIBLE AMBULATORY TOILET

WALL MOUNTED ACCESSORIES - UNOBSTRUCTED

H E

IG

H

T

M A

X

WALL MOUNTED ACCESSORIES

OBSTRUCTED FORWARD APPROACH

OBSTRUCTION

SIDE VIEW

R A

N G

E

R E

A C

H

STANDARD TOILET

STANDARD URINAL

WALL MOUNTED ACCESSORIES - UNOBSTRUCTED WALL MOUNTED ACCESSORIES

OBSTRUCTED PARALLEL APPROACH

MAX

24"

OBSTRUCTION

SIDE VIEW

R A

N G

E

R E

A C

H

ALIGN TO TOP

OF DEVICE

ALIGN BOTTOM

OF ACCESSORIES

IF POSSIBLE

ALIGN BOTTOM

OF ACCESSORIES

IF POSSIBLE

NOTE: DIMENSIONS SHOWN ARE MANUFACTURER'S RECOMMENDED ACCESSIBLE MOUNTING HEIGHTS

GENERAL NOTES

ACCESSIBLE DRINKING FOUNTAIN

MIN

15"

MIN

21"

T O

S P

O U

T

T O

3"

1'-3"

STANDING PERSON UNIT

ACCESSIBLE UNIT

CLEAR TO OBSTRUCTION

9" M

IN

S P

O U

T

T O

M

IN

8" MIN

11" MIN

5" MAX

15" MAX

SIDE VIEW FRONT VIEW

NOTE: WHERE SHELF IS NOT INCLUDED, PROVIDE ROD

MOUNTING HEIGHT EQUAL TO SHELF MOUNTING

HEIGHT AS SHOWN.

MIN

13"

MIN

13" 3"

3"

COAT CLOSET ROD & SHELF

ACCESSIBLE STANDARD

SIDE VIEW SIDE VIEW

T O

P O

F R

IM

SIDE VIEW

ACCESSIBLE URINAL

T O

P O

F R

IM

SIDE VIEW

FORWARD

48" CLEAR

EQ EQ

SIDE

30" CLEAR

OBSTRUCTIONS OBSTRUCTIONS

FRONT VIEW

EQ EQ

SIDE

30" CLEAR

OBSTRUCTIONS

FRONT VIEW

SCREEN SCREEN

S T

A N

D A

R D

O

U T

LE

T

S W

IT

C

H

E

V

IC

E

C O

N T

R O

L P

A N

E

LS

O P

E R

A B

LE

T

E R

M O

S T

A T

P U

B

LI

P

O N

E

F

IR

X

T

IN

G U

IS

H

E R

F

IR

E E

X

A B

IN

E

T

M A

X

M

IN9"C

LE

A

R

M

IN

25" MAX

MIN

11"

CLEAR

17" MIN

MIN

8"

R E

F E

C T

S U

R F

M A

X

CLEAR

30"

IN

S

T A

LL

A

T

IO

N

M

IN

F O

R S

T A

N D

A R

D

15" 15"

SIDE VIEW FRONT VIEW

KNEE & TOE CLEARANCE REQUIREMENT

B A

B Y

C H

A N

G

IN

G

S

A T

IO

N

H O

O K

S

S A

N

IT

A R

Y N

A P

K

IN

IS

P

E N

S E

R

P A

P E

R T

O W

E L

D

IS

P E

N S

E R

T R

A S

C E

P T

A C

LE

S H

E

LF

P A

P E

R T

O W

E L

D

IS

P

T R

A S

H C

A N

S O

A P

D

IS

P E

N S

E R

A U

T O

H A

N

Y

E R

NON-OPERABLE VISUAL DEVICE

TACTILE SIGNAGE MOUNTING ZONE

TACTILE ROOM SIGNAGE

THERMOSTAT, SEPARATE FROM

SWITCH DEVICES 12" MIN

EMERGENCY PULL

STATION

POWER ASSIST

ACTUATOR

LIGHT SWITCH

CARD READER

8"

2" MIN

" 36" MIN

60" MAX

ALIGN

C L

O F

O U

T

LE

T

T O

REACH RANGE

O P

E R

A T

I O N

M A

X T

O O

P E

R A

T I O

N

M A

X T

O

25" MAX

REACH RANGE

TPD SND

60" MIN CLEAR

9"24

RECOMMEND

34" CLEAR

ALIGN

SIDE VIEW FRONT VIEW

RECOMMEND

36" CLEAR

T O

P O

F R

IM

SCD

18" 18"

OBSTRUCTION

60" CLEAR

OBSTRUCTION

36" CLEAR

EQ EQ

T O

P O

F S

E A

T

42" 6"

6"

40"

9"

O U

T

LE

T

M A

X

TPD SND

SCD

GB

GB

GB GB

SIDE VIEW FRONT VIEW

IN

-S

W

IN

G D

O O

R

M

IN

C

LE

A R

M

IN

C

LE

A R

4" M

A X

4" MAX

18"

M

IN

C

LE

A R

ALTERNATE LOCATION

DOOR TO BE SELF-CLOSING &

OPPOSITE SIDE OF TOILET

COORDINATE WITH MANEUVERING

CLEARANCES AT DOORWAYS

PLAN VIEW

T O

A D

A H

O O

K

9"

STALL TO WALL

42" MIN CLEAR

TPD

SCD

SND

GB

GB

42" 6"

40"

OBSTRUCTION

48" MIN CLEAR

9"

O U

T

LE

T

M A

X35

6"

78" MIN CLEAR

SIDE VIEW

COORDINATE WITH MANEUVERING

CLEARANCES AT DOORWAYS

T O

P O

F S

E A

T

6"

18" 42"

6" 36"

OBSTRUCTION

60" MIN CLEAR

GB

FRONT VIEW

ACCESSIBLE TRANSFER SHOWER

BACK WALLCONTROL WALL PLAN VIEW

CONTROL

WALL

SEAT WALL

B A

C K

W A

LL

CLEAR

3'-0" 3'-0" MIN

4' -0

M

IN

C

LE

A R

1' -0

3' -0

C

LE

A

R

ADA COMPLIANT

FOLDING BENCH

WHEELCHAIR

REQUIRED CLEARANCE

GB

GB

3"

GB

1' -6

5"

2' -1

0"

1' -6

"2' -1

0"

CURTAIN ROD

1'-6"

NOTE:

1. GRAB BARS IN SHOWERS MAY BE SEPARATE OR

CONTINUOUS

2. CONTROLS ARE REQUIRED TO BE LOCATED ON THE

CONTROL WALL OPPOSITE THE BENCH

3. 1/2" MAX THRESHOLD HEIGHTS

OF BENCH

CENTERLINE

1 1/2"

1/

2"

4' -0

CONTROL

ZONE

CENTERLINE OF SHOWER

HAND HELD SHOWER DEVICE

HAND HELD SHOWER

DEVICE

ACCESSIBLE BUILT-IN LOCKER ROOM BENCH

2' -6

M

IN

"M

A X

1' -8

M

IN

3'-6" MIN

2' -6

M

IN

M A

X

1' -8

M

IN

3'-6"

4'-0" MIN

PARALLEL APPROACH WHEELCHAIR REQUIRED

CLEARANCE

WALL MOUNTED FREE STANDING W/

REQUIRED BACK SUPPORT

4'-0" MIN

1' -7

"M A

X

1' -5

M

IN

M

IN

1' -6

1' -7

"M A

X 1'

-5

M

IN

24"MAX

1'-8" MIN

MAX

2 1/2"

24" MAX CLEAR

1'-8" MIN CLEAR

SOAP DISH

3' -4

6"

6' -6

CLCL

CL

CL

CL

4"MAX

CL

MARCH 19, 2019

Location

Project Number

Drawing Number

Project Title

Issue Date Checked Drawn

HENNEPIN COUNTY, MINNESOTA

Dwg. of

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

LEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

CULTURAL RESOURCE ANALYSTS, INC.

(859) 252-4737

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota.

Signature:_____________________________

Typed or Printed Name:__________________

Date:__________ License Number:_________

John R. Guerber

03/19/19 52755

MOUNTING HEIGHTS

GI003

JMH JRG 14

3689 SF

OFFICE

357 SF

PUBLIC RESTROOMS

2548 SF

STORAGE BAYS

2321 SF

SHOPS

PATH A

PATH B

PATH C

PATH D

COMMON PATH OF TRAVEL

25'-0"

OCCUPANCY

S-1

OCCUPANCY

B

OCCUPANCY

S-1

OCCUPANCY

B

13 EXIT 101A

0.2 X 13 = 2.6" MIN

ACTUAL = 34"

E

X

IT

0.

X

.6

M

IN

A C

T U

L

4"

21 EXIT 110A

0.2 X 21 = 4.2" MIN

ACTUAL = 34"

19 EXIT 121A

0.2 X 19 = 3.8" MIN

ACTUAL = 34"

E

X

IT

0.

X

3.

6"

M

IN

A C

T U

L

3EXIT 109B

0.2 X 3 = 0.6" MIN

ACTUAL = 70"

4EXIT 106A

0.2 X 4 = 0.8" MIN

ACTUAL = 34"

FE

FE

FEFE

FE

FE

FEC

FEC

CODE ANALYIS LEGEND

OCCUPANCY

B

AREA NAME

150 SF 00

00 OCC.

2 HOUR FIRE BARRIER PER IBC SECTION 706. OPENINGS

FIRE RATED FOR 90 MINUTES.

EGRESS PATH WITH NAME, SEGMENT LENGTH, AND

DIRECTION INDICATED

IBC OCCUPANCY GROUP

ROOM (NET) AND AREA (GROSS) TAGS INDICATING SQUARE

FOOTAGE / OCCUPANCY LOAD FACTOR, AND RESULTING

OCCUPANCY BELOW

FB

1 HOUR FIRE PARTITION PER IBC SECTION 708. OPENINGS

FIRE RATED FOR 20 MINUTES FOR CORRIDOR PARTITIONS

AND 45 MINUTES FOR OTHER FIRE PARTITIONS.

FP

PATH A

165 EXIT EXIT F

0.2 x 165 = 33" MIN

ACTUAL = 34.25"

EXIT INDICATOR ADVANCED: WITH NAME OF EXIT, TOTAL

OCCUPANTS EXITING INDICATED, SIZE OF OPENING VS

ACUTAL OPENING WIDTH

FEC FIRE EXTINGUISHER CABINET

FE FIRE EXTINGUISHER

CODE DATA

1. APPLICABLE CODES & STANDARDS

1.1 INTERNATIONAL BUILDING CODE (IBC), 2015

1.2 NFPA 101, LIFE SAFETY CODE, 2015

1.2 NATIONAL CEMETERY ADMINISTRATION DESIGN GUIDE, 1999

1.3 ARCHITECTURAL BARRIERS ACT (ABA), 2015

1.4 VA PHYSICAL SECURITY REQUIREMENTS, 2015

1.5 VA FIRE DESIGN MANUAL, 2015

1.6 VA BARRIER FREE DESIGN, 2017

1.7 VA SIGNAGE DESIGN MANUAL, 2015

4. MINIMUM CONSTRUCTION TYPE

4.1 TYPE II-B

3. BUILDING HEIGHT & AREA LIMITATIONS - IBC CHAPTER 5

3.1 SECTION 508.3, NON-SEPARATED OCCUPANCIES, ALLOWABLE BUILDING AREA &

HEIGHT IS BASED ON THE MOST RESTRICTIVE OCCUPANCY = S-1

3.2 TABLE 504.3 ALLOWABLE HEIGHT = 55', ACTUAL = 20'

3.3 TABLE 504.4 ALLOWABLE STORIES ABOVE GRADE = 2, ACTUAL = 1

3.4 TABLE 506.2 ALLOWABLE AREA = 17,500 SF, ACTUAL = 8,915 SF

5. FIRE RESISTIVE REQUIREMENTS - IBC CHAPTER 6

5.1 PRIMARY STRUCTURAL FRAME = 0-HOUR RATING

5.2 BEARING WALLS, EXTERIOR = 0-HOUR RATING

5.3 BEARING WALLS, INTERIOR = 0-HOUR RATING

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

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

5.6 FLOOR CONSTRUCTION = 0-HOUR RATING

5.7 ROOF CONSTRUCTION = 0-HOUR RATING

6. MEANS OF EGRESS - NFPA CHAPTER 42

6.1 EGRESS CAPACITY - TABLE 7.3.3.1 = 0.2" PER OCCUPANT X 91 OCCUPANTS =

18.2" REQUIRED, 274" PROVIDED

6.2 MINIMUM NUMBER OF EXITS - 42.2.4.1 = 2 REQUIRED, 7 PROVIDED

6.3 MINIMUM WIDTH OF DOORS - 7.2.1.2.3.2 = 32", 34" PROVIDED

6.4 COMMON PATH OF TRAVEL - TABLE 42.2.5 = 50', ACTUAL = 27'-0"

6.5 TRAVEL DISTANCE TO EXITS - TABLE 42.2.6 = 200', ACTUAL = 70'-2"

6.6 DEAD END CORRIDORS - TABLE 42.2.5 = 50', ACTUAL = 0'

6.7 MINIMUM WIDTH OF CORRIDOR - 7.3.4.1 = 36", ACTUAL = 65"

2. OCCUPANCY CLASSIFICATIONS - IBC CHAPTER 3

2.1 GROUP B - BUSINESS

2.2 GROUP S-1 STORAGE

MARCH 19, 2019

Location

Project Number

Drawing Number

Project Title

Issue Date Checked Drawn

HENNEPIN COUNTY, MINNESOTA

Dwg. of

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

LEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

CULTURAL RESOURCE ANALYSTS, INC.

(859) 252-4737

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the state of Minnesota.

Signature:_____________________________

Typed or Printed Name:__________________

Date:__________ License Number:_________

John R. Guerber

03/19/19 52755

LIFE SAFETY PLAN

GI101

JMH JRG 15

SCALE: 1/16" = 1'-0"

D4

LIFE SAFETY PLAN

LIFE SAFETY ANALYSIS - AREA SCHEDULE

NAME AREA USE CLASSIFICATION (2015 IBC, TABLE 1004.1.2)

DESIGN OCCUPANT LOAD

LOAD

FACTOR

GROSS OR

NET

OCCUPANTS

LEVEL 1

OFFICE 3689 SF Business Areas 100 SF Gross 37

PUBLIC RESTROOMS 357 SF Business Areas 100 SF Gross 4

STORAGE BAYS 2548 SF Industrial Areas 100 SF Gross 26

SHOPS 2321 SF Industrial Areas 100 SF Gross 24

Grand total 8915 SF 91

EGRESS PATH SCHEDULE

PATH NAME TRAVEL DISTANCE

MAXIMUM

ALLOWABLE

PATH A 51'-2" 200'-0"

PATH B 70'-2" 200'-0"

PATH C 48'-2" 200'-0"

PATH D 48'-11" 200'-0"

PLUMBING FIXTURE COUNT

PLUMBING FIXTURE OCCUPANCY GROUP

(2015 IBC, TABLE 2902.1)

TOTAL OCCUPANTS

WATER CLOSETS

REQUIRED LAVATORIES REQUIRED

DRINKING

FOUNTAINS

REQUIRED

SERVICE

SINKS

REQUIREDMALE FEMALE MALE FEMALE MALE FEMALE

LEVEL 1

B Business 2 2 0.08 0.08 0.05 0.05 0.04 1.00

S-1 Storage 12 12 0.12 0.12 0.12 0.12 0.02 1.00

S-1 Storage 13 13 0.13 0.13 0.13 0.13 0.03 1.00

B Business 19 19 0.76 0.76 0.48 0.48 0.37 1.00

Grand total 46 46 1.09 1.09 0.78 0.78 0.46

CONTRACTOR TO PROVIDE ADDITIONAL ANGLES TO SUPPORT DECKING AT AREAS

WHERE DECK IS CUT FOR COLUMNS OR OTHER PENETRATIONS TO INSURE NO

WEAKENED AREAS IN DECKING

4.

PROVIDE GALVANIZED DECK OVER ALL AREAS - G60 WITH GRAY PRIMER TOP AND BOTTOM3.

THE DECK SHALL BE FASTENED TO SUPPORTING STEEL IN ACCORDANCE WITH

THE PROJECT MANUAL.

2.

1. THE ROOF DECK SHALL BE AS INDICATED ON THE DRAWINGS.

CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING FOR STRUCTURE STABILITY

DURING ERECTION AND UNTIL ALL FRAMING, DECK AND WALL CONNECTIONS ARE COMPLETE.

2.

1.

SEE ARCHITECTURAL FOR LOCATION OF CONTROL JOINTS, MASONRY OPENINGS

AND EMBEDDED ANCHORS FOR DOORS, EXTEND CONTROL JOINTS FULL HEIGHT

OF CMU WALL.

10.

ALL BEARING PLATES SHALL BE CENTERED ON WALLS AND CMU COLUMNS

UNLESS NOTED OTHERWISE

9.

FILL ALL BLOCK LINTELS AND BOND BEAMS SOLID WITH CMU COREFILL8.

ALL LINTELS OR STEEL BEAMS SHALL BEAR A MINIMUM OF 8" ON SOLID MASONRY.

FILL BLOCK CORES UNDER ALL BEARINGS WITH CONCRETE CMU VERTICAL COREFILL A

MINIMUM OF 3 COURSES DOWN FOR A 24" LENGTH OF WALL UNLESS NOTED OTHERWISE.

7.

PROVIDE STANDARD HORIZONTAL JOINT REINFORCEMENT AT 16" OC FULL HEIGHT

OF WALL.

1.

PROVIDE VERTICAL REINFORCEMENT FULL HEIGHT OF WALL (FOOTING TO TOP

OF WALL OR PARAPET) - DOWEL TO FOOTING.

2.

JAMB REINFORCING UNO: REINFORCE NUMBER OF CORES SHOWN BELOW WITH 2-#5

BARS (1 EACH FACE, FULL HEIGHT) EACH SIDE OF OPENING.

3.

a. OPENINGS < = 4'-0": 1 CORE

b. 4'-0" < OPENINGS < = 8'-8": 2 CORES

c. 8'-8" < OPENINGS < = 10'-0": 3 CORES

d. 10'-0" < OPENINGS < = 11'-0": 5 CORES

BOND BEAM REINFORCEMENT SHALL BE CONTINUOUS AT CONTROL JOINTS,

CORNERS, AND STEPPED BOND BEAMS - LAP REINFORCEMENT 48 BAR DIAMETERS.

4.

LAP ALL VERTICAL AND HORIZONTAL REINFORCEMENT 48 BAR DIAMETERS.5.

FOR ALL OPENINGS, THROUGH MASONRY WALLS INCLUDING MECHANICAL AND

ELECTRICAL OPENINGS, PROVIDE ONE OF THE FOLLOWING UNLESS NOTED OTHERWISE.

6.

a. STEEL ANGLE LINTELS:

1-3 1/2x3 1/2x1/4 ANGLE FOR EACH 4" THICKNESS OF WALL FOR SPANS UP TO 4'-0" 1-5x3 1/2x5/16 ANGLE FOR EACH 4" THICKNESS OF WALL FOR SPANS UP TO 5'-0" 1-6x3 1/2x5/16 ANGLE FOR EACH 4" THICKNESS OF WALL FOR SPANS UP TO 6'-0"

b. BLOCK LINTELS: (8" HIGH UNLESS NOTED OTHERWISE)

12" BLOCK 8" BLOCK 6" BLOCK

2-#4 BOT 2-#4 BOT 1-#4 BOT NON-BEARING WALL UP TO 3'-4" SPAN

2-#5 BOT 2-#5 BOT 1-#5 BOT NON-BEARING WALL 3'-5" TO 6'-4" SPAN

1. ALL WALL FOOTINGS SHALL BE CENTERED ON WALLS UNLESS NOTED OTHERWISE.

FOOTING SHALL BEAR ON UNDISTURBED, NATURAL MATERIAL OR COMPACTED FILL.1.

THE NATURAL SOIL BELOW THE ENGINEERED FILL OR FOOTINGS SHALL BE

SURFACE COMPACTED.

2.

IF THE SOIL AT THE FOOTING ELEVATIONS SHOWN IS OF QUESTIONABLE BEARING

VALUE, NOTIFY CONTRACTING OFFICER IMMEDIATELY.

3.

AFTER FOOTING EXCAVATIONS ARE COMPLETED AND BEFORE PLACING CONCRETE,

THE EXCAVATED AREAS SHALL BE REVIEWED BY THE INDEPENDENT TESTING

LABORATORY (ITL).

4.

REINFORCING STEEL SHALL BE NEW AND ALL BARS SHALL BE DEFORMED.1.

CONCRETE PROTECTIVE COVERING FOR REINFORCEMENT AT SURFACES NOT

EXPOSED DIRECTLY TO THE GROUND OR WEATHER SHALL BE 3/4" FOR SLABS

AND WALLS.

2.

CONCRETE PROTECTIVE COVERING FOR REINFORCEMENT AT SURFACES WHICH

WILL BE EXPOSED TO THE WEATHER OR BE IN CONTACT WITH THE GROUND

SHALL BE 2" FOR BARS LARGER THAN #5 AND 1 1/2" FOR #5 BARS OR SMALLER

PROVIDE 3" COVER BELOW FOOTING BARS.

3.

LOCATION AND SIZES OF OPENINGS, SLEEVES, ETC., REQUIRED FOR OTHER

TRADES MUST BE VERIFIED BY THESE TRADES BEFORE PLACING CONCRETE.

4.

FOR CONSTRUCTION, CONTROL AND EXPANSION JOINTS IN WALLS AND SLABS,

SEE PROJECT MANUAL AND DETAILS.

5.

1. DESIGN CODES - (ALL LATEST EDITIONS UNLESS NOTED)

- AMERICAN CONCRETE INSTITUTE (ACI) 318-14

- AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 360-10

- AMERICAN WELDING SOCIETY (AWS)

- NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA)

- STEEL JOIST INSTITUTE (SJI)

- STEEL DECK INSTITUTE (SDI)

- INTERNATIONAL BUILDING CODE (IBC) 2015

- MINNESOTA STATE BUILDING CODE 2015

- STRUCTURAL STEEL (ASTM A992)

- STRUCTURAL PLATES,

CHANNELS AND ANGLES (ASTM A36)

- STRUCTURAL TUBING (ASTM A500, GRADE B)

- STRUCTURAL PIPE (ASTM A53, GRADE B)

- CAST-IN-PLACE CONCRETE:

(EXCEPT GROUT AND COREFILL)

- FOOTINGS

- SLABS-ON-GRADE: TYPICAL

- SLABS-ON-GRADE: MATERIAL STORAGE

FACILITY

- EXTERIOR SLABS-ON-GRADE

(AIR ENTRAINED)

- CMU COREFILL

(LINTELS AND BOND BEAMS)

- CMU VERTICAL COREFILL

- FOUNDATION WALLS

- REINFORCING STEEL:

- TYPICAL BARS (ASTM A615, GRADE 60)

- WELDABLE BARS (ASTM A706, GRADE 60)

- CONCRETE MASONRY

- ROOFS

2. DESIGN STRESSES

3. DESIGN LIVE LOADS

- SOIL BEARING PRESSURE

- SUBGRADE MODULUS

- FROST DEPTH FOR FOOTINGS

- FOUNDATION DESIGN IS BASED ON REQUIREMENTS OF

GEOTECHICAL INVESTIGATION REPORT 16:12440

DATED: 09-13-2018

PREPARED BY: ECS MIDWEST, LLC

4. DESIGN SOIL BEARING PRESSURES

a. FABRICATORS (REQUIRED), EXCEPT WHEN FABRICATOR MAINTAINS ONGOING

INSPECTIONS BY AN APPROVED INDEPENDENT INSPECTOR OR QUALITY CONTROL

AGENCY (NOT REQUIRED) SEE SECTION 1704.2

b. STEEL CONSTRUCTION (REQUIRED AS DETAILED IN SECTION 1705.2)

c. CONCRETE CONSTRUCTION (REQUIRED AS DETAILED IN SECTION 1705.3)

d. STRUCTURAL MASONRY CONSTRUCTION (REQUIRED AS DETAILED IN SECTION 1705.4)

e. FOR ADDITIONAL INSPECTION REQUIREMENTS SEE PROJECT MANUAL SECTION 014533

1. PROVIDE SPECIAL INSPECTIONS FOR THE FOLLOWING ITEMS AS NOTED:

B. SPECIAL INSPECTIONS....................................................BASED ON IBC

2. SPECIAL INSPECTION REPORTS AND A FINAL REPORT IN ACCORDANCE WITH SECTION 1704.2.4 SHALL BE SUBMITTED TO THE BUILDING OFFICIAL PRIOR TO THE TIME THAT PHASE OF WORK IS

APPROVED FOR OCCUPANCY.

C. GENERAL INFORMATION

A. DESIGN DATA

D. FOOTINGS

E. CAST-IN-PLACE CONCRETE

F. CONCRETE MASONRY

G. STRUCTURAL STEEL

J. STEEL ROOF DECK

GENERAL STRUCTURAL NOTES

K. COLD FORMED METAL FRAMING

DESIGN: ALL STUDS, JOISTS AND CONNECTIONS, NOT SPECIFICALLY DETAILED ON THE

DRAWINGS, SHALL BE DESIGNED FOR THE SPACINGS AND LOADS INDICATED, BY A

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF MINNESOTA, DESIGN SHALL BE IN

ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE

DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS".

1.

FIRE RESISTANCE RATINGS: COMPLY WITH FIRE RESISTANCE RATINGS AS INDICATED AND AS

REQUIRED BY GOVERNING AUTHORITIES AND CODES. PROVIDE MATERIALS, ACCESSORIES, AND

INSTALLATION PROCEDURES WHICH HAVE BEEN LISTED BY UL OR TESTED IN ACCORDANCE

WITH ASTM E119 FOR THE TYPE OF CONSTRUCTION SHOWN.

2.

ALL METAL FRAMING COMPONENTS SHALL BE FORMED FROM STRUCTURAL STEEL SHEET

CONFORMING TO THE REQUIREMENTS OF ASTM A446, WITH A MINIMUM YIELD STRENGTH OF

33,000 PSI.

3.

ALL METAL FRAMING COMPONENTS SHALL HAVE A GALVANIZED FINISH COMPLYING WITH ASTM

A653 FOR A MINIMUM G60 COATING.

4.

ALL METAL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO

PERPENDICULAR MEMBERS OR, WHEN REQUIRED, FOR AN ANGULAR FIT TO ABUTTING MEMBERS.

5.

SPLICING OF AXIAL LOADED MEMBERS IS NOT PERMITTED.6.

FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLING SCREWS OR WELDING AS

STANDARD WITH MANUFACTURER. SCREWS SHALL BE OF SUFFICIENT SIZE TO INSURE

STRENGTH OF THE CONNECTION. ALL WELDS SHALL BE TOUCHED UP WITH A ZINC-RICH PAINT.

AT EXTERIOR WALLS THAT ARE PART OF THE BUILDING ENVELOPE, COAT SCREWS WITH

BITUMINOUS OR ZINC-RICH PAINT. WIRE TYING OF COMPONENTS IS NOT PERMITTED.

7.

FRAMING COMPONENTS MAY BE PREFABRICATED INTO PANELS PRIOR TO ERECTION. FABRICATE

PANELS PLUMB, SQUARE, TRUE TO LINE AND BRACED AGAINST RACKING. PERFORM LIFTING OF

PREFABRICATED PANELS IN A MANNER TO PREVENT DAMAGE OR DISTORTION.

8.

INSTALL FRAMING MEMBERS AS PER MANUFACTURER'S DESIGN AND RECOMMENDATIONS.9.

PROVIDE TEMPORARY BRACING, WHEN REQUIRED, UNTIL ERECTION IS COMPLETE.10.

f'c = 4,000 PSI @ 28 DAYS f'c = 4,000 PSI @ 28 DAYS f'c = 5,000 PSI @ 28 DAYS f'c = 4,000 PSI @ 28 DAYS f'c = 3,000 PSI @ 28 DAYS f'c = 3,000 PSI @ 28 DAYS f'c = 5,000 PSI @ 28 DAYS

Fy = 60,000 PSI Fy = 60,000 PSI f'm = 2,000 PSI @ 28 DAYS

Fy 50,000 PSI

Fy 36,000 PSI Fy 46,000 PSI Fy 35,000 PSI

20 PSF

3000 PSF

100 PCI

72 INCHES

- ULTIMATE WIND DESIGN SPEED

- NOMINAL WIND DESIGN SPEED

- RISK CATEGORY

- WIND EXPOSURE

- ENCLOSURE CLASSIFICATION

- INTERNAL PRESSURE COEFFICIENT

- COMPONENT AND CLADDING LOADING

5. WIND CRITERIA

Vult = 115 MPH Vasd = 90 MPH I I C

ENCLOSED

± 0.18

SEE

MISCELLANEOUS STEEL FRAMING (STAIRS, RAILINGS, ETC.) SHALL BE DESIGNED BY

THE FABRICATOR. THE FABRICATOR SHALL SUBMIT DOCUMENTATION THAT THE

DESIGN HAS BEEN REVIEWED AND APPROVED BY A LICENSED ENGINEER IN THE

STATE OF MINNESOTA.

a. 6" BLOCK - #4 AT 48"OC

b. 8" BLOCK - #5 AT 32"OC, UNO

c. 12" BLOCK - #6 AT 40"OC, UNO

- GROUND SNOW LOAD

- FLAT ROOF SNOW LOAD

- SNOW EXPOSURE FACTOR

- THERMAL FACTOR

- SNOW IMPORTANCE FACTOR

6. SNOW CRITERIA

Pg = 50 PSF Pf = 35 PSF Ce = 1.00 Ct = 1.00 Is = 1.00

PROVIDE CEILING EXTENSIONS IN AREAS WHERE CEILINGS OCCUR.5.

EXTEND TOP AND BOTTOM CHORDS WHERE NOTED ON THE DRAWINGS.4.

JOISTS SHALL BE WELDED TO SUPPORTING STEEL IN ACCORDANCE WITH THE

SJI SPECIFICATIONS.

3.

BRIDGING SHALL BE DETERMINED BY THE JOIST SUPPLIER. JOIST BRIDGING SHALL

BE SIZED, SPACED AND INSTALLED ACCORDING TO SJI SPECIFICATIONS UNLESS

NOTED OTHERWISE. JOIST SUPPLIER SHALL DESIGN AND PROVIDE ALL BRIDGING

TERMINATION DETAILS IN THEIR SHOP DRAWINGS PER OSHA REQUIREMENTS.

2.

STEEL JOISTS SHALL BE K OR LH SERIES, WELDED TYPE OF THE DEPTH AND

SIZE SHOWN ON THE DRAWINGS.

1.

H. STEEL JOISTS

/B4 SS001

3 5

6'-0" T

YP

1 32.0 29.0 29.0

ZONE 10 100 500

TRIBUTARY AREA (SQ FT)

STRENGTH LEVEL (LRFD)

DESIGN WIND PRESSURE (PSF)

NOTES:

1. IT IS PERMITTED TO INTERPOLATE BETWEEN VALUES

OF TRIBUTARY AREA.

2. SEE ASCE 7 FOR ADDITIONAL INFORMATION.

53.0 35.0 35.0

80.0 35.0 35.0

32.0 27.0 24.0

39.0 30.0 24.0

GRID GRID

GRID

GRID 15 PSF

20 PSF

6'-0", TYP

EXISTING BLDG

NOTES:

1. THE WIND PRESSURE DIAGRAM ABOVE REPRESENTS NET

UPLIFT LOADS TO JOISTS.

2. ADDITIONAL BRIDGING SHALL BE FURNISHED BY THE ROOF

JOIST SUPPLIER TO RESIST THE WIND UPLIFT PRESSURES

SHOWN AND AS REQUIRED FOR LATERAL JOIST BRACING.

NOTES:

1. THE WIND PRESSURE DIAGRAM ABOVE REPRESENTS NET

UPLIFT LOADS TO JOISTS.

2. ADDITIONAL BRIDGING SHALL BE FURNISHED BY THE ROOF

JOIST SUPPLIER TO RESIST THE WIND UPLIFT PRESSURES

SHOWN AND AS REQUIRED FOR LATERAL JOIST BRACING.

15 PSF

20 PSF

6'-0", T

YP

MARCH 19, 2019

Location

Project Number

Drawing Number

Project Title

Issue Date Checked Drawn

HENNEPIN COUNTY, MINNESOTA

Dwg. of

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

LEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

CULTURAL RESOURCE ANALYSTS, INC.

(859) 252-4737

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 03/19/19

Ahmet Senyurekli

47166

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.

Signature:_____________________________

Typed or Printed Name:__________________

Date:__________ License Number:_________

GENERAL STRUCTURAL NOTES,

SCHEDULES AND DETAILS

SS001

AXS DJF 16

SCALE: NTS

B4

WIND-COMPONENTS AND CLADDING

SCALE: 3/4" = 1'-0"

B7

WIND UPLIFT DIAGRAM

SCALE: 3/4" = 1'-0"

B9

WIND UPLIFT DIAGRAM

A A

2 3 4

B B

C

D

E

'-0

'-0

'-4

'-0

26'-0" 20'-4" 98'-0"

'-0

32'-0" VIF

4" 46'-0" 39'-0 3/8" 11 5/8" 58'-0"

B7

SB501

SIM

4" CONCRETE SLAB ON GRADE

REINF W/ #3 @ 18"OC EW

MATCH EXISTING TSE

C J

B1

SB501

CMU INFILL

D5

SB501

D5

SB501

D5

SB501

3'-0" 11 5/8"

3'-0" 11 5/8"

CONCRETE INFILL SLAB

SEE

EXISTING FLOOR SLAB

SLOPES APPROX 3"

PROVIDE CONC LEVELING

UNDERLAYMENT

VERIFY ARCH FOR ROOM

LAYOUT

/B7 SB501

CONCRETE INFILL SLAB

SEE /B7 SB501

20'-0 3/8" VIF 4'-6"

'-4

/8

V

IF

5'-0"

7' -0

4"

D7

SB501

EXISTING FLOOR SLAB

SLOPES APPROX 3"

PROVIDE CONC LEVELING

UNDERLAYMENT

VERIFY ARCH FOR ROOM

LAYOUT

TRENCH DRAIN

SEE MECHANICAL

TYPICAL OF 5

'-8

SIZE FLOOR REPLACMENT

AS REQ'D FOR TRENCH DRAIN

AND NEW PLUMBING

6" CONCRETE SLAB ON GRADE

REINF W/ #4 @ 16"OC EW

SLOPE FLOOR TO DRAIN

C J

C J

CJ

CJ

B7

SB501

SIM

B1

SB501

TFE=96'-0"

MATCH EXIST

FIELD VERFIY

C2

SB501

SIM

ALIGN JOINTS IN LEVELING UNDERLAYMENT

& INFILL SLAB WITH EXISTING JOINTS

TYPICAL

4" CONCRETE SLAB ON GRADE

REINF W/ #3 @ 18"OC EW

TSE = 100'-0"

TFE = 94'-8"

TYP, UNO

2'-0" 45'-0"

'-0

'-0

/8

/8

/8

32'-0" VIF 5'-4" 9'-8"

11 5/8"

11 5/8"11 5/8"

'-0

/8

V

IF

EXISTING

TFE = 94'-8", VIF

1' -1

0" 7'

-0

5'-0"

C2

SB501

TYP

C4

SB501

B1

SB501

TYP

G G

E E

F

C7

SB501

CJ

C J

C J

C J

SLOPED FLOOR &

DRAIN, SEE /C5 AE401

CJ

CJ

C2

SB501

SIM

FOUNDATION PLAN NOTES

1. FOR GENERAL STRUCTURAL NOTES SEE DRAWING SS001

2. FOR SLAB CONSTRUCTION (CJ) & CONTROL (CJT) JOINTS SEE

3. PROVIDE THICKENED SLAB BELOW INTERIOR CMU PARTITIONS ON CONCRETE

FLOOR SLABS. FOR THICKENED SLAB DETAIL SEE

4. FOR CMU WALLS BEARING ON EXISTING FLOOR SLABS SEE

5. FOR BELOW GRADE UTILITY LINES AT BUILDING PERIMETER PROVIDE THICKENED

CONTINUOUS FOOTING PER DETAIL IF CONDITIONS AT UTILITY LINES

REQUIRE ALTERNATE METHODS NOTIFY CONTRACTING OFFICER

6. RECESS CONC SLAB AS REQUIRED AT FLOOR DRAINS. SEE ARCHITECTURAL FLOOR

PLANS AND FINISH SCHEDULE FOR LOCATIONS.

7. PROVIDE VAPOR RETARDER BELOW SLABS - SEE

8. PROVIDE STONE BASE BELOW SLABS PER

/B1 SB501

/C5 SB501

/C1 SB501

/B9 SB501

/B5 SB501

/B5 SB501

MARCH 19, 2019

Location

Project Number

Drawing Number

Project Title

Issue Date Checked Drawn

HENNEPIN COUNTY, MINNESOTA

Dwg. of

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

LEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

CULTURAL RESOURCE ANALYSTS, INC.

(859) 252-4737

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 03/19/19

Ahmet Senyurekli

47166

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.

Signature:_____________________________

Typed or Printed Name:__________________

Date:__________ License Number:_________

FOUNDATION PLAN

SB101

AXS DJF 17

SCALE: 1/8" = 1'-0"

F4

FOUNDATION PLAN - AREA A

SCALE: 1/8" = 1'-0"

C1

FOUNDATION PLAN - AREA B

N

N

4'

SCALE : 1/8" = 1'-0"

0 8' 16'

4'

SCALE : 1/8" = 1'-0"

0 8' 16'

SEE FOUNDATION PLANS FOR JOINT LOCATIONS,

SLAB THICKNESSES AND REINFORCEMENT

2" CLEAR (TYP)

2x2 KEYWAY AT

CONST

JT ONLY

INTERRUPT REINF AT

CONSTRUCTION AND

CONTROL JOINT

FOR SLAB SAWCUT

DETAIL SEE

AT SIM SEE

NOTES:

1.

TSE

SEE PLAN

CL JOINT

/2

/B2 SB501

/B4 SB501

1" D /4

1/4"

1/ 4"

A T

C O

N T

R O

L

JO

IN

T

A T

C O

N S

T J

O

IN

T

JOINT SEALANT SEE PROJECT

MANUAL SECTION 03 30 53

INSTALL IN ACCORDANCE

WITH MFG INSTRUCTIONS

CLOSED CELL POLYETHYLENE

JOINT BACKER

TOP OF FINISH SLAB

1'-1 19/128"

'-0

/2

'-0

9/

'-0

9/

CL JOINT

SEE PROJECT MANUAL

SECTION 03 30 53 FOR JOINT

FILLER AND SAW CUT

REQUIREMENTS

TOP OF FINISH SLAB

OVERFILL JOINT FULL

DEPTH AND CUT OR GRIND

FLUSH TO PROVIDE FULL

PROTECTION TO CONCRETE

SLAB SAWCUT EDGES

CL OF SAW CUT

11 129/256"

1/8"

D /4

C O

N T

R O

L

JT

1" C

O N

S T

J T

VAPOR RETARDER DETAIL

CONC SLAB - SEE

PLAN FOR THICKNESS

TSE

SEE PLAN

VAPOR RETARDER

PLACED DIRECTLY

BELOW FLOOR SLAB

/2

9/

6"

COMPACTED SUBGRADE

6" GRAVEL BASE

1 1/2" MAX AGGREGATE

LOOSELY PACKED

FILL

PIPE INVERT

EL SEE MECH

FDN WALL

TYP FTG REINF TO

BE CONT OVER

UTILITY PIPE

MIN

1'-0"A S

R E

Q 'D

T H

IC

K

E N

F T

G

UTILITY PIPE

1 M

IN6"

4" MIN

1" M

IN

8" CMU WALL

W/ #5 @ 48"OC

DWLS W/STD HOOK TO

MATCH SIZE AND LOCATION

OF VERT WALL REINF

ALT DWL DIRECTION

#4 @ 12"OC

TRANSV

3 - #4 CONT

1' -0

TSE

SEE PLAN

3'-0"

5" CONC SLAB

W/ #4 @ 16" OC

EA WAY

CONC SLAB ON GRADE

12" CONC WALL

FOR REINF SEE

DOOR SEE ARCH

STRIP FTG

SEE

EXT GRADE

OR PAVING 8"

4"

#4 DWLS @ 16" OC

THUS:

24"

24"

SLOPE DOWN 1"

SEE PLAN

8" CMU FDN WALL

W/ #5 @ 32"OC VERT

(TYP 3 SIDES)

2-#5 CONT 1'

-0

2'-0"

#4 DWLS x 2'-0" @ 16"OC

CENTER ON JOINT

2" C

LR

LOOSELY COMPACTED

GRANULAR FILL

TSE

SEE PLAN

TFE

SEE PLAN

/D2 SB501

DWL TO MATCH SIZE

AND SPACING OF VERT

WALL REINF - STD HOOK

IN FOOTING

8"

8" HIGH BOND BM

W/ 2-#5 CONT

/D2 SB501

DWL TO MATCH SIZE

AND SPACING OF VERT

WALL REINF - EPOXY

INTO FLOOR SLAB

(5 1/2" MIN EMBED AT 6" SLAB,

3 1/2" MIN EMBED AT 4" SLAB)

8" CMU

TSE

SEE PLAN

EXISTING

CONC SLAB

3 - #5 CONT

1' -0

2'-4"

TFE

SEE PLAN

#4 @ 16"OC

TSE

SEE PLAN

EXT GRADE

OR PAVING

(CONC SLAB

AT SIM)

CONC SLAB ON GRADE

EXPANSION JOINT

MATERIAL

12" CMU WALL W/

#6 VERT @ 40"OC

GROUT WALL SOLID

WALL BELOW EL=100'-0"

(EXISTING WALL AT SIM)

DWL TO MATCH SIZE

AND SPACING OF VERT

WALL REINF - STD HOOK

IN FOOTING - ALT DWL

DIRECTION

CONC SLAB ON GRADE

12" CMU WALL W/

#6 VERT @ 40"OC

GROUT WALL SOLID

WALL BELOW EL=100'-0"

STORE FRONT, SEE ARCH

STRIP FTG

SEE

8"

TSE

SEE PLAN

TFE

SEE PLAN

/C2 SB501

DWL TO MATCH SIZE

AND SPACING OF VERT

WALL REINF - STD HOOK

IN FOOTING - ALT DWL

DIRECTION

8" HIGH BOND BM

W/ 2-#5 CONT

EXT GRADE

OR PAVING

INSULATION

SEE ARCH

9" VFY W/ ARCH

1/2" VFY W/ ARCH

1-#5 CONT

TSE

SEE PLAN

IN AREAS WHERE EXIST SLAB IS SOUND

BUT SURFACE DEFECTS INPAIR

OPERATIONS - REMOVE UPPER 3/4" OF

SLAB & REPAIR WITH A BONDED

CONCRETE TOPPING.

EXIST SLAB

TSE

SEE PLAN

EXIST SLAB EXIST SLAB

CONC SLAB - W/ #4 @ 16"OC EW

MATCH THICKNESS OF EXIST

SLAB, UNO

#6 DWL x 1'-8" @ 16"OC

DRILL & EPOXY INTO

EXIST SLAB (6" EMBED)

SLAB REPAIR - TOPPING REPAIR

SLAB REPAIR - FULL DEPTH INFILL

4 - #5 CONT

1' -0

4'-0"

TFE

SEE PLAN

#5 @ 16"OC

TSE

SEE PLAN

CONC SLAB ON GRADE

12" CONC WALL W/

#6 VERT @ 16"OC EF

& #4 HORIZ @ 12"OC EF

DWLS TO MATCH SIZE

AND SPACING OF VERT

WALL REINF - STD HOOK

IN FOOTING

TWE

EL = 108'-0"

#5 DOWELS @ 16"OC

THUS:

8"

2'-6"

EXT GRADE

OR PAVING

12" CMU WALL W/

#6 VERT @ 32"OC

CENTERED IN WALL

DWLS TO MATCH SIZE

AND SPACING OF VERT

CMU WALL REINF

VERT REINF, TYP

2" CLR TO

NOTE:

PROVIDE EPOXY COATED

REINF IN WALL & SLAB

1'-6"

3 - #5 CONT

1' -0

2'-4"

TFE

SEE PLAN

#4 @ 16"OC

TSE

SEE PLAN

CONC SLAB ON GRADE

12" CONC WALL W/

#6 VERT @ 16"OC EF

& #4 HORIZ @ 12"OC EF

DWLS TO MATCH SIZE

AND SPACING OF VERT

WALL REINF - STD HOOK

IN FOOTING

TWE

EL = 108'-0"

#5 DOWELS @ 16"OC

THUS:

8"

2'-6"2'-6"

8"

3/4" CHAMFER

VERT REINF, TYP

2" CLR TO

NOTE:

PROVIDE EPOXY COATED

REINF IN WALL & SLAB

5" CONC SLAB

W/ #4 @ 16" OC

EA WAY

CONC SLAB ON GRADE

DOOR SEE ARCH

STRIP FTG

SEE

EXT GRADE

OR PAVING 8"

4"

#4 DWLS @ 16" OC

THUS:

24"

24"

SLOPE DOWN 1"

SEE PLAN

8" CMU FDN WALL

W/ #5 @ 32"OC VERT

(TYP 3 SIDES)

2-#5 CONT 1'

-0

2'-0"

#4 DWLS x 2'-0" @ 16"OC

CENTER ON JOINT

2" C

LR

LOOSELY COMPACTED

GRANULAR FILL

TSE

SEE PLAN

TFE

SEE PLAN

/C2 SB501

DWL TO MATCH SIZE

AND SPACING OF VERT

WALL REINF - STD HOOK

IN FOOTING

8"

8" HIGH BOND BM

W/ 2-#5 CONT

8" HIGH BOND BM

W/ 2-#5 CONT

12" CMU WALL W/

#6 VERT @ 40"OC

GROUT WALL SOLID

WALL BELOW EL=100'-0"

DWL TO MATCH SIZE

AND SPACING OF VERT

WALL REINF - STD HOOK

IN FOOTING - ALT DWL

DIRECTION

TYP INTERSECTION

3'-0"

SPLICE BAR

THUS:

3' -0

TYP CORNER

NOTE:

ALL SPLICE BARS TO

BE SAME SIZE AND SPACING

AS WALL REINF

3' -0

1'-0"

SPLICE BAR

THUS:

CONC INFILL SLAB

SEE

EXIST CMU FDN WALL

STORE FRONT, SEE ARCH

EXIST STRIP FOOTING

V

IF

1' -4

EXIST TSE

SEE PLAN

EXIST TFE

VFY IN FIELD

EXT GRADE

OR PAVING

INSULATION

SEE ARCH

9" VFY W/ ARCH

1/2" VFY W/ ARCH

2-#5 CONT

EXIST SLAB

/B7 SB501

SB501

B7

GROUT EXIST WALL SOLID

WALL, FULL HEIGHT

CONC INFILL

#5 DWLS x 2'-6" @ 16"OC

CONC SLAB ON GRADE

EXIST CMU FDN WALL

DOOR SEE ARCH

EXT GRADE

OR PAVING

V

IF

4"

SLOPE DOWN 1"

SEE PLAN

#4 DWLS x 2'-0" @ 16"OC

CENTER ON JOINT

2" C

LR

TSE

SEE PLAN

EXIST STRIP FOOTING

EXIST TFE

VFY IN FIELD

NOTE:

FOR STOOP

INFORMATION

SEE /C4 SB501

MARCH 19, 2019

Location

Project Number

Drawing Number

Project Title

Issue Date Checked Drawn

HENNEPIN COUNTY, MINNESOTA

Dwg. of

Office of Design and Construction

Service

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

FORT SNELLING NATIONAL CEMETERY

MAINTENANCE BUILDING 3001 &

MATERIAL HANDLING FACILITY

894CM3038BID DOCUMENTS

LEO A DALY

(612) 338-8741

ECS MID-ATLANTIC, LLC

(847) 279-0366

O'CONNOR CONSTRUCTION

MANAGEMENT, INC.

(202) 299-0530

CULTURAL RESOURCE ANALYSTS, INC.

(859) 252-4737

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

GORDON - The LA Group Joint Venture, LLC

The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

GORDON

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456 03/19/19

Ahmet Senyurekli

47166

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.

Signature:_____________________________

Typed or Printed Name:__________________

Date:__________ License Number:_________

FOUNDATION DETAILS

SB501

AXS DJF 18

SCALE: NTS

B1

SLAB CONSTRUCTION/CONTROL JOINT

SCALE: NTS

B2

SAW CUT DETAIL W/ JOINT SEALANT

SCALE: NTS

B4

SAW CUT DETAIL W/ JOINT FILLER

SCALE: NTS

B5

VAPOR RETARDER & STONE BASE DETAIL

SCALE: NTS

B9

SECTION

SCALE: 1/2" = 1'-0"

C5

SECTION

SCALE: 1/2" = 1'-0"

D4

STOOP SECTION

SCALE: 1/2" = 1'-0"

C1

SECTION

SCALE: 1/2" = 1'-0"

C2

SECTION

SCALE: 1/2" = 1'-0"

C7

SECTION

SCALE: NTS

B7

SECTION

SCALE: 1/2" = 1'-0"

D2

SECTION

SCALE: 1/2" = 1'-0"

D1

SECTION

SCALE: 1/2" = 1'-0"

C4

STOOP SECTION

SCALE: NTS

C9

CORNER BAR DETAIL

SCALE: 1/2" = 1'-0"

D5

SECTION

SCALE: 1/2" = 1'-0"

D7

STOOP SECTION

A A

2 3 4

B B

C

D

E

'-0

'-0

'-4

'-0

26'-0" 20'-4"…