Detail Drawings.pdf

OWNER:

DEPT. OF ADMINISTRATION

ARCH & ENGINEERING DIVISION

1520 E. SIXTH AVENUE

HELENA, MT 59620

MDT.MT.GOV

STRUCTURAL: MECHANICAL / ELECTRICAL:

CO'NEER ENGINEERING

1629 AVENUE D, SUITE 7C

BILLINGS, MT 59102

406.252.3237

WWW.CONEER.COM

CIVIL:ARCHITECT:

SIMONSEN ARCHITECT

PO BOX 2132

BILLINGS, MT 59103

406.256.9060

WWW.SIMONSENARCHITECT.COM

GREAT WEST ENGINEERING

702 2ND STREET SOUTH #2

GREAT FALLS, MT 59405

406.952.1109

WWW.GREATWESTENG.COM

4 GROUND STRUCTURAL ENG.

225 W FRONT STREET

MISSOULA, MT 59101

406.570.5434

4GSTRUCTURAL.COM

MONTANA DEPT. OF

ADMINISTRATION

2960 PROSPECT AVENUE

HELENA, MT 59620

MDT.MT.GOV

DESIGN TEAM

DRAWING INDEX

SHEET NO. SHEET NAME

A0.0 COVER SHEET

C1.1 EXISTING SITE AND DEMOLITION PLAN

C1.2 OVERALL SITE PLAN

C1.3 ENLARGED UTILITY PLAN

C1.4 ENLARGED GRADING PLAN

C1.5 DETAILS

A0.1 LEGEND SHEET

A0.2 CODE SHEET

A1.0 ARCHITECTURAL SITE PLAN

A2.0 FLOOR PLANS

A2.1 FLOOR PLANS

A2.2 ROOF PLAN

A2.3 PLAN DETAILS

A3.0 RESTROOM DETAILS

A4.0 EXTERIOR ELEVATIONS / DETAILS

A4.1 EXTERIOR ELEVATIONS

A5.0 BUILDING SECTIONS

A5.1 WALL SECTIONS

A5.2 WALL SECTIONS

A5.3 SECTION DETAILS

A7.0 REFLECTED CEILING PLAN

A9.0 SCHEDULES

S0.0 GENERAL STRUCTURAL NOTES

S1.0 PERSPECTIVE VIEWS

S1.1 FOUNDATION PERSPECTIVES

S2.0 FOUNDATION PLAN

S2.1 MEZZANINE/STEEL FRAMING

S2.2 ROOF FRAMING PLAN

S3.0 CONCRETE DETAILS

S4.0 WOOD & SIP DETAILS

S4.1 WOOD & SIP DETAILS

S4.2 WOOD/SIP/STEEL DETAILS

ME1.1 SITE PLAN - MECHANICAL/ELECTRICAL

M1.0 FLOOR PLAN - HVAC

M2.0 BELOW FLOOR PLAN - PLUMBING

M2.1 FLOOR PLAN - PLUMBING

M3.1 LEGEND & SCHEDULES

E1.1 FLOOR PLAN - POWER

E2.1 FLOOR PLAN - LIGHTING

E3.1 LEGEND & SCHEDULES

E3.2 SCHEDULES

E3.3 DETAILS

DRAWING:

PROJECT NUMBER:

DATE:

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ERIC M. SIMONSEN AIA

PO BOX 2132

BILLINGS, MT 59103-2132

4 0 6 . 2 5 6 . 9 0 6 0

WWW.SIMONSENARCHITECT.COM

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4.17.23

1649 US RTE 2

HAVRE, MT 59501

COVER SHEET

MDT HAVRE REPAIR SHOP

M D T H A V R E R

EP

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S H O P

08.11.17

BID SET

16084

C

G G

G G

G G

G G

G G

G

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

P

U G

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U G

P

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FO

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FO

FO

FO

FO FO

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S S

S S

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NORTH

DEMOLITION NOTES

1. CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION AND ASPHALT REMOVAL FOR

THE ENTIRE PROJECT AREA.

2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING A LEGAL OFFSITE DISPOSAL

AREA AND FOR LOADING/HAULING ITEMS TO BE REMOVED.

3. THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES, PAVEMENT, CURB AND

GUTTER, SIDEWALK, ETC. THAT IS NOT SCHEDULED FOR DEMOLITION. ANY DAMAGE

TO THE SITE FEATURES SHALL BE REPAIRED AT NO COST TO THE OWNER.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING TRACKING OF SOIL AND

DEBRIS ONTO ADJACENT PROPERTIES AND ROADWAYS. CLEAN UP OF TRACKING

DEBRIS MUST BE PERFORMED BY THE END OF EACH DAY.

LEGEND

EXISTING OVERHEAD POWER LINE

EXISTING FIBER OPTIC LINE

EXISTING SEWER MAIN

EXISTING UNDERGROUND POWER

EXISTING GAS LINE

UGP

OHP

S

FO

G

EXISTING ASPHALT TO REMAIN

REMOVE EXISTING ASPHALT

EXISTING CONRETE TO REMAIN

(1" = 10' ON 24x36 SHEET)

EXISTING FENCE

TO REMAIN

BEGIN SAW CUT AT EXISTING

SIDEWALK CORNER

CP2

CP99

CP1

101*

102*

103*

ENGINEER FURNISHED CONTROL

POINT # NORTHING EASTING ELEVATION

CP1 1,570,304.341 1,917,466.455 2624.00

CP2 1,570,277.764 1,917,311.920 2619.64

CP99 1,570,573.436 1,917,329.161 2624.45

STAKING COORDINATE TABLE

POINT # NORTHING EASTING DESCRIPTION

100 1,570,377.7277' 1,917,372.7056'

SAW CUTS

101* 1,570,376.5986' 1,917,367.0427'

102* 1,570,327.1385' 1,917,301.2397'

103* 1,570,295.1552' 1,917,296.7049'

104 1,570,377.0950' 1,917,363.5421'

105 1,570,436.6740' 1,917,336.5199'

106 1,570,514.5992' 1,917,359.2575'

107 1,570,541.3860' 1,917,386.7403'

108 1,570,537.2427' 1,917,415.9624'

109 1,570,426.5631' 1,917,407.8299'

BUILDING CORNERS

110 1,570,432.4943' 1,917,365.9983'

111 1,570,512.0266' 1,917,377.2750'

112 1,570,507.7855' 1,917,407.2262'

113 1,570,464.5822' 1,917,401.1005'

114 1,570,462.8976' 1,917,412.9817'

GENERAL NOTES

1. THE EXISTING UTILITIES ARE SHOWN AT APPROXIMATE LOCATIONS AND HAVE

NOT BEEN INDEPENDENTLY VERIFIED BY THE ENGINEER. THE CONTRACTOR

SHALL DETERMINE THE LOCATIONS OF ALL EXISTING UTILITIES BEFORE

COMMENCING WORK. LOCATES OF UNDERGROUND UTILITIES SHALL BE MADE

USING THE MONTANA "ONE CALL" SYSTEM AND THROUGH PRIVATE LOCATING

SERVICES IF NECESSARY.

2. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND EXISTING

UTILITIES PRIOR TO CONSTRUCTION. IF THE SITE IS FOUND TO BE DIFFERENT

THAN THE CONSTRUCTION PLANS, THE CONTRACTOR SHALL NOTIFY THE

ENGINEER OF THE DISCREPANCY.

3. IF REQUIRED, THE CONTRACTOR IS RESPONSIBLE FOR PREPARING A STORM

WATER POLLUTION PREVENTION PLAN (SWPPP), THE NOTICE OF INTENT (NOI),

AND THE NOTICE OF TERMINATION (NOT), AS WELL AS SUBMITTING THE

DOCUMENTS TO THE MONTANA DEPARTMENT OF ENVIRONMENTAL QUALITY FOR

APPROVAL. ASSOCIATED FEES WILL BE PAID FOR BY THE CONTRACTOR.

SAW CUT

SAW CUT

EXISTING CONCRETE PAD AND

TRANSFORMER TO REMAIN

EXISTING SIDEWALK TO REMAIN

EXISTING MDT BUILDING

EX

IS

TI

N

G B

U

IL

D

IN

G A

N D

S H

ED

*COORDINATES GIVEN FOR CENTERLINE OF UTILITY TRENCH, SEE DETAILS 1/C1.5 AND

2/C1.5 FOR UTILITY TRENCH WIDTHS.

EXISTING UNDERGROUND

POWER LINE TO BE RELOCATED.

CONTRACTOR TO WORK WITH

LOCAL UTILITY COMPANY TO

RELOCATE PRIMARY

ELECTRICAL

SD SD SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD SD SD

SS SS SS SS SS SS SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SD

SD

SD SD SD

W S

W S

W S

W S

SSSS

SD

SD

U G

P

UGP

UGP UGP UGP

U G

P U

G P

U G

P U

G P

UGP

UGP

UGP

UGP

UGP

UGP

UGP

UGP

UGP

G G G G G G G G G

G

G

C

G G

GGG

G

G G

G G

G G

G

GG

G G

G G

G G

G G

G G

G G

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

FO

FO

FO

FO

FO

FO

FO FO

S S

S S

S S

S S

S S

S S

S S

S

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LEGEND

EXISTING OVERHEAD POWER LINE

EXISTING FIBER OPTIC LINE

EXISTING SEWER MAIN

EXISTING UNDERGROUND POWER

EXISTING GAS LINE

NEW STORM DRAIN

NEW SEWER SERVICE

NEW WATER SERVICE

NEW UNDERGROUND POWER LINE

UGP

OHP

S

FO

G

EXISTING ASPHALT

NEW ASPHALT

EXISTING CONCRETE

NEW CONCRETE

NEW GRAVEL

(1" = 10' ON 24x36 SHEET)

SD

SS SS SS

WS WS WS

UGP

45° ~ 6" SCH. 40 PVC BEND

IE = 2615.45

51.9 LF OF 6" SCH. 40 PVC

SEWER SERVICE @ 3.85%

126.4 LF OF 6" SCH. 40 PVC

SEWER SERVICE @ 3.85%

45° ~ 10" SCH. 40 PVC BEND

IE = 2615.45

45° ~ 10" SCH. 40 PVC BEND

IE = 2614.74

125.7 LF OF 10" SCH. 40 PVC

STORM DRAIN @ 3.85%

35.3 LF OF 10" SCH. 40 PVC

STORM DRAIN @ 2.00%

29.2 LF OF 10" SCH. 40 PVC

STORM DRAIN @1.58%

CONNECT NEW

STORM DRAIN TO

EXISTING OUTLET

IE = 2614.28

NEW WATER SERVICE

SEE SHEET C1.4 FOR ENLARGED GRADING PLAN

SEE SHEET C1.3 FOR ENLARGED UTILITY PLAN

!!CAUTION!!

GAS LINE CROSSING

CONSTRUCTION NOTES

1. ALL SITE WORK SHALL MEET THE REQUIREMENTS OF THE SIXTH EDITION OF THE MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS (MPWSS).

2. UTILIZE 34"-MINUS CRUSHED BASE COURSE IN ACCORDANCE WITH MPWSS SECTION 02235.

3. UTILIZE TYPE B SURFACE COURSE AGGREGATE AND PG 58-28 ASPHALT BINDER FOR THE NEW ASPHALT PAVEMENT IN ACCORDANCE WITH MPWSS 02510.

4. UTILIZE 4000 PSI CONCRETE FOR NEW SIDEWALK, AND CONCRETE SURFACING IN ACCORDANCE WITH MPWSS 03310.

5. COMPACT ALL SUBGRADE, FILL, AND BASE COURSE TO 95% OF MAXIMUM DRY DENSITY BELOW ALL NEW SIDEWALKS, ASPHALT PAVING, AND CONCRETE.

6. ALL NEW WATERLINES SHALL HAVE A MINIMUM OF 6 FEET OF BURY DEPTH, AND ALL NEW SEWER LINES SHALL HAVE A MINIMUM OF 4 FEET OF BURY DEPTH.

7. SEE DETAIL 1/C1.5 FOR THE STANDARD UTILITY TRENCH FOR NEW WATER, SEWER, AND STORM DRAIN LINES (SINGLE PIPE). SEE DETAIL 2/C1.5 FOR THE COMMON UTILITY TRENCH

DETAIL FOR LOCATIONS WHERE NEW SEWER AND STORM DRAIN SHARE A COMMON TRENCH.

8. CONTRACTOR RESPONSIBLE FOR ALL UTILITY TRENCHING FOR THE ENTIRE PROJECT AREA.

EXISTING SEWER MAIN

EXISTING BOLLARDS

EXISTING FENCELINE

EXISTING FENCELINE

CP2

CP99

EX

IS

TI

N

G B

U

IL

D

IN

G A

N D

S H

ED

SPLASH PAD FOR DOWNSPOUT

(TYP. OF 3)

SEWER SERVICE CONNECTION .

EXISTING FENCE TO REMAIN

CONNECT NEW

SEWER SERVICE TO

EXISTING SEWER

MAIN VERTICALLY,

EXISTING DEPTH

UNKNOWN

STORM DRAIN CLEANOUT .

SEWER CLEANOUT .

STORM DRAIN CLEANOUT .

CHIP HOLE FOR NEW 10" Ø STORM

DRAIN IN EXISTING MANHOLE.

GROUT ANNULAR SPACE AROUND

NEW STORM DRAIN PENETRATION.

2x 45° ~ 6" SCH 40

PVC BENDS

IE = 2613.45

(THEN VERTICAL)

CONTRACTOR COURSE GRADING

LIMITS, SEE SHEET C1.4

EXISTING MDT BUILDING

GRADE BREAK IN STORM

DRAIN (SEE SHEET C1.3

FOR CONTINUATION)

NEW GAS LINE, SEE MEP

ESTIMATED LOCATION OF

REROUTED UNDERGROUND

POWER LINE. CONTRACTOR

TO WORK WITH LOCAL

UTILITY COMPANY TO

RELOCATE PRIMARY

ELECTRICAL.

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD SD SD SD SD SD

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS SS SS

SD

SD

SD

SD

SD

SD SD SD SD

SD

W S

W S

W S

W S

W S

W S

W S

SS

SSSSSS

SS

U G

P U

G P

UGP

U G

P

UGP UGP UGP UGP

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

P U

G P

UGP

UGP

UGP

UGP

UGP

UGP

G G G G G G G G G G G G G G G

G

G

G

G G

G G

G G

G G

G G

G G

G G

FO FO

FO FO

FO

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LEGEND

EXISTING FIBER OPTIC LINE

EXISTING GAS LINE

NEW STORM DRAIN

NEW SEWER SERVICE

NEW WATER SERVICE

NEW UNDERGROUND POWER LINE

FO

G

LEGEND

EXISTING ASPHALT

NEW ASPHALT

NEW CONCRETE

NEW GRAVEL

(1" = 6' ON 24x36 SHEET)

SD

SS SS SS

WS WS WS

UGP

NORTH

NEW WELDING SHOP

FINISH FLOOR ELEVATION = 2626.00

SPLASH PAD FOR DOWNSPOUT

(TYP. OF 3)

EC = EDGE OF CONCRETE

EP = EDGE OF ASPHALT PAVEMENT

FL = FLOW LINE

IE = INVERT ELEVATION

GND = GROUND

NEW 34" WATER SERVICE, SEE MEP

EXISTING CONTOURS

PROPOSED

CONTOURS

12 LF OF NEW 4" SCH. 40 PVC

SEWER SERVICE @ 2.22%

NEW OIL AND GAS

SEPARATOR, SEE MEP

IE, IN (N) = 2620.90

IE, OUT (S) = 2620.90

OUTSIDE DIMENSIONS

= 5.7' X 2.75'

5 LF OF 6" SCH. 40 PVC

SEWER SERVICE @ 2.00%

SEWER SERVICE

INVERT ELEV. = 2621.00

6"x4"x6" SCH. 40 PVC WYE

IE = 2620.58

45° ~ 6" SCH. 40 PVC

BEND IE = 2620.32

SEWER SERVICE

INVERT ELEV. = 2621.00

CONNECT TO DOWNSPOUT .

IE = 2623.50

CONNECT TO DOWNSPOUT

IE = 2623.50

CONNECT TO DOWNSPOUT .

IE = 2623.5

2x 45 °~ 6" SCH. 40 PVC BENDS

IE = 2623.40

8"x6"x6" SCH. 40 PVC TEE

IE = 2622.67

10"x6"X10" SCH. 40 PVC TEE

IE = 2621.17

45° ~ 8" SCH. 40 PVC BEND

IE = 2622.34

45° ~ 10" SCH. 40 PVC BEND

IE = 2620.94

5.0 LF OF 6" SCH. 40 PVC

STORM DRAIN @ 2.00%

34.6 LF OF 6" SCH. 40 PVC

STORM DRAIN @ 2.00%

8.7 LF OF 6" SCH. 40 PVC

STORM DRAIN @ 9.54%

14.1 LF OF 8" SCH. 40 PVC

STORM DRAIN @ 2.00%

5.9 LF OF 8" SCH. 40 PVC

STORM DRAIN @ 2.00%

34.8 LF OF 10" SCH. 40

PVC STORM DRAIN @

2.59%

9.0 LF OF 10" SCH. 40 PVC

STORM DRAIN @ 2.59% 30" STORM DRAIN INLET .

GRATE ELEV = 2624.52

IE, IN (NW) = 2622.22

IE, OUT (S) = 2622.07

45° ~ 8" SCH. 40 PVC BEND

IE = 2622.62

45° ~ 6" SCH. 40 PVC BEND

IE = 2622.71

45° ~ 4" SCH. 40 PVC

BEND IE = 2620.73

15.1 LF OF 6" SCH. 40 PVC

STORM DRAIN @ 15.43%

23.7 LF OF 10" SCH. 40 PVC

STORM DRAIN @ 2.74%

6.9 LF OF NEW 4" SCH. 40 PVC

SEWER SERVICE @ 2.22%

6.2 LF OF NEW 6" SCH. 40 PVC

SEWER SERVICE @ 5.09%

6.8 LF OF NEW 6"

SCH. 40 PVC

SEWER SERVICE

@ 3.85%

4.3 LF OF 8" SCH. 40 PVC

STORM DRAIN @ 2.00%

3.

0'

4.

9'

8.9669'

5.0'

5.

0'

STORM DRAIN CLEANOUT .

STORM DRAIN CLEANOUT .

STORM DRAIN CLEANOUT

SEWER CLEANOUT

SEWER CLEANOUT

.1

126.4 LF OF 6" SCH. 40 PVC

SEWER SERVICE @ 3.85%

125.7 LF OF 10" SCH. 40 PVC

STORM DRAIN @ 3.85%

!!CAUTION!!

GAS LINE CROSSING

SWALE SEE

SHEET C1.4

SWALE SEE

SHEET C1.4

CONSTRUCTION NOTES

1. ALL SITE WORK SHALL MEET THE REQUIREMENTS OF THE SIXTH EDITION OF THE MONTANA PUBLIC WORKS

STANDARD SPECIFICATIONS (MPWSS).

2. ALL NEW WATERLINES SHALL HAVE A MINIMUM OF 6 FEET OF BURY DEPTH, AND ALL NEW SEWER LINES SHALL HAVE

A MINIMUM OF 4 FEET OF BURY DEPTH.

3. SEE DETAIL 1/C1.5 FOR THE STANDARD UTILITY TRENCH FOR NEW WATER, SEWER, AND STORM DRAIN LINES (SINGLE PIPE). SEE DETAIL 2/C1.5 FOR THE COMMON UTILITY TRENCH DETAIL FOR LOCATIONS WHERE NEW SEWER AND STORM DRAIN SHARE A COMMON TRENCH. CONTRACTOR RESPONSIBLE FOR ALL UTILITY TRENCHING FOR THE

ENTIRE SITE UNLESS SPECIFIED OTHERWISE.

4. CONTRACTOR RESPONSIBLE FOR ALL UTILITY TRENCHING FOR THE ENTIRE PROJECT AREA UNLESS SPECIFIED

OTHERWISE.

10" SCH. 40 PVC GRADE BREAK

IE = 2620.29

CONTRACTOR COURSE GRADING

LIMITS, SEE SHEET C1.4

NEW TRANSFORMER

AND CONCRETE PAD,

SEE MEP

EXISTING

TRANSFORMER

EXISTING GAS METER

NEW GAS METER,

SEE MEP

NEW ELECTRIC SERVICE,

SEE MEP

NEW ELECTRIC SERVICE,

SEE MEP

NEW GAS LINE, SEE MEP

ESTIMATED LOCATION OF

REROUTED UNDERGROUND

POWER LINE. CONTRACTOR

TO WORK WITH LOCAL

UTILITY COMPANY TO

RELOCATE PRIMARY

ELECTRICAL.

REROUTED

UNDERGROUND

POWER LINE

TRENCHING BY

OTHERS

NEW GAS LINE

TRENCHING BY

OTHERS

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD SD SD SD SD SD

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS SS SS

SD

SD

SD

SD

SD

SD SD SD SD

SD

W S

W S

W S

W S

W S

W S

W S

SS

SSSSSS

SS

U G

P U

G P

UGP

U G

P

UGP UGP UGP UGP

U G

P U

G P

U G

P U

G P

U G

P U

G P

U G

P U

G P

UGP

UGP

UGP

UGP

UGP

UGP

G G G G G G G G G G G G G G G

G

G

G

G G

G G

G G

G G

G G

G G

G G

FO FO

FO FO

FO

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C1.4

CONSTRUCTION NOTES

1. ALL SITE WORK SHALL MEET THE REQUIREMENTS OF THE SIXTH EDITION OF THE MONTANA PUBLIC

WORKS STANDARD SPECIFICATIONS (MPWSS).

2. UTILIZE 34"-MINUS CRUSHED BASE COURSE IN ACCORDANCE WITH MPWSS SECTION 02235.

3. UTILIZE TYPE B SURFACE COURSE AGGREGATE AND PG 58-28 ASPHALT BINDER FOR THE NEW

ASPHALT PAVEMENT IN ACCORDANCE WITH MPWSS 02510.

4. UTILIZE 4000 PSI CONCRETE FOR NEW SIDEWALK, AND CONCRETE SURFACING IN ACCORDANCE

WITH MPWSS 03310.

5. COMPACT ALL SUBGRADE, FILL, AND BASE COURSE TO 95% OF MAXIMUM DRY DENSITY BELOW ALL

NEW SIDEWALKS, ASPHALT PAVING, AND CONCRETE.

6. CONTRACTOR WILL BE RESPONSIBLE FOR COURSE GRADING (FILL AND COMPACT MATERIAL UP TO SUBGRADE ELEVATION OF SURFACING SECTION) AND CONCRETE SURFACING WITHIN THE DASHED

LINE NOTED AS "CONTRACTOR COURSE GRADING LIMITS". MONTANA DEPARTMENT OF

TRANSPORTATION WILL COMPLETE ALL FINE GRADING, GRAVEL SURFACING, AND ASPHALT

SURFACING FOR ENTIRE PROJECT AREA.

7. CONTRACTOR WILL BE RESPONSIBLE FOR ANY OVER-EXCAVATION REQUIRED TO CONSTRUCT THE STRUCTURE FOUNDATION, AS WELL AS ALL UTILITY TRENCHING FOR THE ENTIRE PROJECT AREA.

LEGEND

EXISTING ASPHALT

NEW ASPHALT

NEW CONCRETE

NEW GRAVEL

(1" = 6' ON 24x36 SHEET)

NORTH

SEE SHEET C1.4 FOR

SEWER SERVICE DETAILS

SEE SHEET C1.4 FOR

STORM DRAIN DETAILS

SEE SHEET C1.4 FOR

STORM DRAIN DETAILS

26.00 EP & FL

25.75 GND

25.75 GND 112

26.00

GND/EC

26.00 EP

26.00 EP

NEW WELDING SHOP

FINISH FLOOR ELEVATION = 2626.00

SPLASH PAD FOR DOWNSPOUT

(TYP. OF 3)

NEW ASPHALT SURFACING .

(BY OTHERS)

6" REINF. CONC. PAD .

6" REINF. CONC. PAD

MATCH

EXIST. EC

MATCH

EXIST. EC

MATCH

EXIST. EP

MATCH

EXIST. EP

MATCH

EXIST. EP

MATCH

EXIST. EP

MATCH

EXIST. EP

GRADE BREAK

OIL AND GAS

SEPARATOR, SEE MEP

MATCH

EXIST. EP

GRADE BREAK

GRADE BREAK

G R

AD

E

BR

EA

K

G R

AD

E

BR

EA

K 3.01%

5.00% 2.00%

8.

8.

2.00%

2.00%

0.

3.00%

1.50%

26.00 EC

25.70 EC

25.85 EC

26.00 EC

25.80 EC

25.80 EC

26.00 EC

26.99 EP 26.49 GND

EDGE OF GRAVEL

84.4 LF OF SWALE

S = 1.58%

21.7 LF OF SWALE

S = 3.59%

(OFFSET FROM STORM

DRAIN FOR CLARITY)

0.

26.00 EP & FL

25.36 FL

26.34 GND

BOLLARD .

(TYP. OF 4)

BOLLARD

(TYP. OF 3)

SEE SHEET C1.4 FOR

SEWER SERVICE DETAILS

NEW 1" WATER

SERVICE, SEE MEP

.0

4.

0'

10.0'

5.

3'

.0

10.0'

EXISTING CONTOURS

PROPOSED

CONTOURS

CONTRACTOR COURSE GRADING

LIMITS, SEE NOTES 6 AND 7

24.84 EP

25.55 EP

25.65 EP

25.99 EP

26.17 EP

25.60 EP

25.60 EP

25.03 EP

25.85 EP

MATCH

EXIST. EP

MATCH

EXIST. EP

25.70 GND

25.32 GND

25.04 GND

5.

0'

5.0'

.0

.7

R5.0' 8.1'

.1

5.

0'

10.0'

5.0'

LEGEND

EXISTING FIBER OPTIC LINE

EXISTING GAS LINE

NEW STORM DRAIN

NEW SEWER SERVICE

NEW WATER SERVICE

NEW UNDERGROUND POWER LINE

FO

G

SD

SS SS SS

WS WS WS

UGP

EC = EDGE OF CONCRETE

EP = EDGE OF ASPHALT PAVEMENT

FL = FLOW LINE

IE = INVERT ELEVATION

GND = GROUND

30" STORM DRAIN INLET

GRATE ELEV = 2624.52

IE, IN (NW) = 2622.22

IE, OUT (S) = 2622.07

26.49 GND

3:1

3:

26.00 GND

25.30 FL

25.75 GND

26.49 EP

3.

3.

5.0'

5.0'

5.0'

25.75 GND

NEW ASPHALT SURFACING

(BY OTHERS)

NEW GRAVEL SURFACING

(BY OTHERS)

.0

26.75 GND

NEW GRAVEL SURFACING .

(BY OTHERS)

ESTIMATED LOCATION OF

REROUTED UNDERGROUND

POWER LINE. CONTRACTOR

TO WORK WITH LOCAL

UTILITY COMPANY TO

RELOCATE PRIMARY

ELECTRICAL.

3/ 3/

:1

9:

A M

04.17.23

M D

T H

AV

R

E R

EP

AI

R S

H O

P A/

E

PR

O

JE

C T

-3

1-

4-

-2

C1.5

PRIME & PAINT

8" STD STEEL PIPE W/

CONC ROUND TOP.

INCASE IN

CONC.

STANDARD BOLLARD

SEWER AND STORM DRAIN CLEANOUT

COVER TO BE FLUSH W/ SURFACE

CLEANOUT COVER (TYP)

(D&L K-6019 W/ CLEANOUT

LETTERING ON COVER OR EQUAL)

THREADED PLUG 4" SCH. 40 PVC (TYP)

4" SCH. 40 PVC 45° BEND

SCH. 40 PVC WYESCH. 40 PVC

(SEE PLANS FOR SIZE)

FLOW

NEW SEWER SERVICE CONNECTION

COMPACTED BACKFILL

(SEE SPECIFICATIONS)

45° SCH 40 PVC BEND

IF REQUIRED

EXISTING SEWER MAIN

PVC HUB ADAPTER OR

SADDLE FOR EXISTING

INSTALLATIONS, AS

APPROVED BY ENGINEER

6" SCH 40 PVC SERVICE

LINE, SLOPE 2% MINIMUM

COMPACT SUBGRADE TO 95%

OF MAXIMUM DRY DENSITY

12" OF 3 4" MINUS

CRUSHED BASE

COURSE

NEW ASPHALT SURFACING

3" OF PLANT MIX

SURFACING

6" OF PORTLAND

CEMENT CONCRETE

9" OF 34" MINUS

BASE COURSE

6" REINFORCED CONCRETE

BROOM FINISH,

TOOL EDGES AFTER

BROOM FINISH

8" x 1 12 " TOOL JOINT, 5' SPACING UNLESS

OTHERWISE NOTED

ON PLANS

COMPACT SUBGRADE TO 95%

OF MAXIMUM DRY DENSITY

#4'S @18" O.C.

EACH WAY

NEW SURFACING OR REVEGETATION

AS SPECIFIED ON PLANS

INSTALL DETECTABLE

WARNING TAPE 18"

MAX DEPTH

SLOPING, BENCHING, AND/OR

SUPPORT SYSTEM TO CONFORM TO

O.S.H.A.REGULATIONS, SEE NOTE 1

TYPE 2 PIPE BEDDING WHERE

REQUIRED FOR SOFT OR

UNSTABLE FOUNDATION

TRENCH BACKFILL,

SEE NOTE 2

TYPE 1 PIPE BEDDING

AS SPECIFIED, SEE NOTE 4

STANDARD UTILITY TRENCH

UTILITY TRENCH CONSTRUCTION NOTES:

1. SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS, SEC. 1926, SUBPART P.

2. TRENCH BACKFILL: PLACE BACKFILL IN 8-INCH (MAX) LIFTS AND COMPACT TO 95%

MAXIMUM DRY DENSITY AND ± 2% OF OPTIMUM MOISTURE.

3. PROVIDE 6-INCHES OF BEDDING BELOW THE PIPE IN AREAS WHERE BEDROCK IS

PRESENT AT THE BOTTOM OF THE TRENCH.

4. PLACE PIPE BEDDING IN 6-INCH(MAX.) LIFTS AND COMPACT.

SEWER PIPE OR

STORM DRAIN

COMMON UTILITY TRENCH

30" STORM DRAIN INLET DETAIL

DOWNSPOUT CONNECTION DETAIL

METAL

DOWNSPOUT,

SEE ARCH

PLANS

FINISH GRADE

STAINLESS STEEL

DOWNSPOUT ADAPTER -

TRANSITION FROM

RECTANGULAR

DOWNSPOUT TO ROUND

DRAIN WITH MODEL "SV"

W/ CLEANOUT BY

PIEDMONT OR EQUAL

SIZE VARIES

SEE PLANS6" SCH. 40 PVC RISER

6" SCH. 40 PVC BEND

2625.44

COMPACT SUBGRADE

TO 95% OF MAX.

DENSITY

9" OF 3 4" MINUS

COMPACTED

CRUSHED BASE

COURSE

10" SCH. 40 PVC

OUTLET PIPE

GROUT

SHELF TO

DRAIN

30" DIA. RCP CL. II

(AASHTO M-170)

10" SCH. 40 PVC

INLET PIPE

D&L 1-3425 W/ OUT VANES OR EQUAL

NEW SURFACING OR REVEGETATION

AS SPECIFIED ON PLANS

INSTALL DETECTABLE

WARNING TAPE 18"

MAX DEPTH

SLOPING, BENCHING, AND/OR SUPPORT SYSTEM TO

CONFORM TO O.S.H.A.REGULATIONS, SEE NOTE 1

TYPE 2 PIPE BEDDING WHERE

REQUIRED FOR SOFT OR

UNSTABLE FOUNDATION

TRENCH BACKFILL,

SEE NOTE 2

TYPE 1 PIPE BEDDING

AS SPECIFIED, SEE NOTE 4

SEWER AND STORM DRAIN PIPE

4" 6"

4" 6"

SE

E

PL

AN

S

0.

1'

6"

3.

5'

3.

5'

1.5'

MIN. TRENCH

WIDTH = 42"

MIN. TRENCH

WIDTH = 60"

1' MIN.

DOWNSPOUT SPLASH PAD

ROOF DRAIN DOWNSPOUT

3"

1.5'

1'

3'

NEW GRAVEL SURFACING

COMPACT SUBGRADE TO 95%

OF MAXIMUM DRY DENSITY

9" OF 3 4" MINUS

CRUSHED BASE

COURSE

UTILITY TRENCH CONSTRUCTION NOTES:

1. SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS, SEC. 1926, SUBPART P.

2. TRENCH BACKFILL: PLACE BACKFILL IN 8-INCH (MAX) LIFTS AND COMPACT TO 95%

MAXIMUM DRY DENSITY AND ± 2% OF OPTIMUM MOISTURE.

3. PROVIDE 6-INCHES OF BEDDING BELOW THE PIPE IN AREAS WHERE BEDROCK IS

PRESENT AT THE BOTTOM OF THE TRENCH.

4. PLACE PIPE BEDDING IN 6-INCH(MAX.) LIFTS AND COMPACT.

EXTERIOR METAL WALL PANEL

WRB; TAPED AT SIP SEAMS

6 1/2" SIP PANEL

6 MIL VAPOR BARRIER

METAL LINER PANEL

A

GRID

F

METAL LINER PANEL

-BOTH SIDES

EXTERIOR WALL TYPES

INTERIOR PARTITION WALL TYPES

2X6 WOOD STUD FRAMING

G

1/2" OSB SHEATHING

METAL LINER PANEL

R21 BATT INSULATION

2X6 WOOD STUD FRAMING

H

1/2" OSB SHEATHING

METAL LINER PANEL

5/8" GYPSUM BOARD

R21 BATT INSULATION

2X6 WOOD STUD FRAMING

I

SMOOTH FACE FRP

5/8" GYPSUM BOARD

R21 BATT INSULATION

2X6 WOOD STUD FRAMING

J

SMOOTH FACE FRP

5/8" GYPSUM BOARD

R21 BATT INSULATION

1/2" OSB SHEATHING

2X6 WOOD STUD FRAMING

K

1/2" OSB SHEATHING

METAL LINER PANEL

R21 BATT INSULATION

2X6 WOOD STUD FRAMING

L

SMOOTH FACE FRP

R21 BATT INSULATION

2X6 WOOD STUD FRAMING

M

SMOOTH FACE FRP

5/8" GYPSUM BOARD

R21 BATT INSULATION

EXTERIOR METAL WALL PANEL

WRB; TAPED AT SIP SEAMS

6 1/2" SIP PANEL W/

ADD'L LAYER 1/2" OSB

INTERIOR

B

GRID

EXTERIOR METAL WALL PANEL

WRB; TAPED AT SIP SEAMS

6 1/2" SIP PANEL

6 MIL VAPOR BARRIER

SMOOTH FACE FRP PANEL

C

GRID

EXTERIOR METAL WALL PANEL

WRB; TAPED AT SHEATHING SEAMS

2X6 WOOD STUD FRAMING

6 MIL VAPOR BARRIER

METAL LINER PANEL

D

1/2" OSB SHEATHING

-BOTH SIDES

GRID

6 MIL VAPOR BARRIER

2X6 WOOD STUD FRAMING

1/2" OSB SHEATHING

-BOTH SIDES

R21 BATT INSULATION

1/2" OSB SHEATHING

-BOTH SIDES

METAL LINER PANEL

SMOOTH FACE FRP

NOT USED

(2) LAYERS 1/2" OSB SHEATHING

METAL LINER PANEL

1/2" OSB SHEATHING

-BOTH SIDES

(2) LAYERS 1/2" OSB SHEATHING

F.F. FINISH FLOOR

FIN FINISH

FIXT FIXTURE

FLR FLOOR

FNDN FOUNDATION

FR FRAME

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PANEL

FT FEET / FOOT OR FIRE

TREATED

FTG FOOTING

GA GAUGE OR GAGE

GALV GALVANIZED

GB GYPSUM BOARD

GC GENERAL CONTRACTOR

GL GLASS, GLAZING

GWB GYPSUM WALL BOARD

GYP GYPSUM

HC HANDICAP

HDR HEADER

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HTD HEATED

HVAC HEATING / VENTILATION &

AIR CONDITIONING

ID INSIDE DIAMETER

INFO INFORMATION

ISO ISOCYANURATE

INSUL INSULATE(D) / INSULATION

INT INTERIOR

INV INVERT

JT JOINT

J-BOX JUNCTION BOX

KIT KITCHEN

L LONG / LENGTH

LAM LAMINATE(D)

LAV LAVATORY

LF LINEAR FEET

LVL LAMINATED VENEER LUMBER

LVP LUXURY VINYL PLANK

- FLOORING

LVT LUXURY VINYL TILE

- FLOORING

LT LIGHT

MSNRY MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANIC(AL)

MEZZ MEZZANINE

MFGR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTL METAL

AB ANCHOR BOLT

ABV ABOVE

A/C AIR CONDITIONING

ACT ACOUSTIC CEILING TILE

ADDL ADDITIONAL

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ARCH ARCHITECT(URAL)

AWN AWNING

BO BOTTOM OF

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM OR BENCHMARK

BDLG BUILDING

BRG BEARING

BTWN BETWEEN

BUR BUILT-UP-ROOF

CAB CABINET

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CONST CONSTRUCTION

CPT CARPET

CSMT CASEMENT

CT CERAMIC TILE

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DIM(S) DIMENSIONS

DISP DISPENSER

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

EA EACH

EC EXISTING COLUMN

EJ EXPANSION JOINT

ELEC ELECTRICAL

EL ELEVATION

ELEV ELEVATOR

EPDM ETHYLENE PROPYLENE

DIENE TERPOLYMER =

MEMBRANE ROOFING

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXT EXTERIOR

FACP FIRE ALARM CONTROL

PANEL

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OVERFLOW DRAIN

OPNG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

OVHD/OH OVERHEAD

PL PLATE

PLAM PLASTIC LAMINATE

PLMG PLUMBING

PLYWD/PLY PLYWOOD

PNL PANEL

PNT PAINT

POLY POLYESTER OR POLYOLEFIN

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED OR POINT

PVMT PAVEMENT

QT QUARRY TILE

QTR QUARTER

QTY QUANTITY

RAD RADIUS

RA RETURN AIR

RB RUBBER BASE

RD ROOF DRAIN

RECY RECYLE(D)

REF REFERENCE

REFRG REFRIGERATOR OR

REFRIGERATION

REINF REINFORCE

REQD REQUIRED

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

SC SOLID CORE

SCHED SCHEDULE

SECT SECTION

SF SQUARE FEET

SFRM SPRAY APPLIED FIRE RESISTANT

MATERIAL

SGL SINGLE

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SPEC(S) SPECIFICATIONS

SOD SLAB ON DECK

SOG SLAB ON GRADE

SOH SAME OPPOSITE HAND

SS STAINLESS STEEL

ST STONE TILE

STD STANDARD

STL STEEL

STRUCT STRUCTURE(AL)

T/ TOP OF

TEMP TEMPERED OR TEMPORARY

TEL TELEPHONE

THK THICK

THRESH THRESHOLD

T.O. TOP OF MATERIAL OR ASSEMBLY

TOBM TOP OF BEAM

T.O.P. TOP OF PLATE

T.O.S. TOP OF STEEL

TPO THERMOPLASTIC OLEFIN

- ROOFING

T&G TONGUE AND GROOVE

TRANS TRANSOM

TV TELEVISION

TYP TYPICAL

UL UNDERWRITERS LABORATORY

UNO UNLESS NOTED OTHERWISE

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VR VAPOR RETARDER

VT VINYL TILE

VWC VINYL WALL COVERING

W/ WITH

WC WATER CLOSET

WD WOOD

WDW WINDOW

WG WALL GUARD

WH WATER HEATER

W/IN WITHIN

W/O WITHOUT

WP WATERPROOF

WR WATER RESISTANT

WRB WEATHER RESISTANT BARRIER

WT WEIGHT

WWF WELDED WIRE FABRIC

# NUMBER OR POUND

@ AT

& AND

REVISION

ELEVATION

COLUMN GRID LOCATION

DOOR NUMBER

WINDOW TYPE

CENTER LINE

LINE OF WALL ABOVE OR

HIDDEN LINE

BREAK LINE

MATCH LINE

ROOM NAME

ROOM NUMBER

A

Room

ANGLE

DIAMETER

PERPENDICULAR

ALIGN

PLATE

PLUS OR MINUS

FLOOR DRAIN

FIRE EXTINGUISHER

THERMOSTAT

SMOKE DETECTOR

CO DETECTOR

EXHAUST FAN

EXIT SIGN, INDICATING

DIRECTIONAL ARROW AND

SIGN ORIENTATION

REF: ELECTRICAL

100' 0"

T.O. WALL

AL HM

SHT#

FE

FD

SHT#

SHT#

SHT#

SHT#

(TYP, SIM,OPP)

EXTERIOR WALL ELEVATION

REFERENCE DRAWING

BUILDING OR WALL SECTION

SHEET NUMBER

DETAIL CALL-OUT

SHEET NUMBER

T

SD

CO

INTERIOR WALL ELEVATION

REFERENCE DRAWING

DETAIL SECTION

SHEET NUMBER

BASIC WALL TYPE

DRAWING:

PROJECT NUMBER:

DATE:

C

S

IM

O N S

EN

A R C H

IT

EC

T

ERIC M. SIMONSEN AIA

PO BOX 2132

BILLINGS, MT 59103-2132

4 0 6 . 2 5 6 . 9 0 6 0

WWW.SIMONSENARCHITECT.COM

A E

PR

O

JE

C T

-3 1-

-1 -2

A u to d e s k D o c s

/2 H

A V

R E

M D

O T

/2 H

A V

R E

M D

O T

.1

.2 .r v t

/1

/2

:2 :4

P

M

A0.1

4.17.23

1649 US RTE 2

HAVRE, MT 59501

LEGEND SHEET

MDT HAVRE REPAIR SHOP

M D T H A V

RE

RE

PA

IR

S H O P

WALL ASSEMBLY TYPESARCHITECTURAL ABBREVIATIONS

SYMBOLS

08.11.17

CODE IN USE: 2018 INTERNATIONAL BUILDING CODE

2018 INTERNATIONAL ENERGY CODE

2018 INTERNATIONAL EXISTING BUILDING CODE

2018 INTERNATIONAL FUEL GAS CODE

2018 INTERNATIONAL MECHANICAL CODE

2018 INTERNATIONAL RESIDENTIAL CODE

2017 NATIONAL ELECTRIC CODE

2018 NFPA 99c STANDARD ON GAS AND VACUUM SYSTEMS

2018 UNIFORM PLUMBING CODE

2018 INTERNATIONAL SWIMMING AND POOL CODE

TOTAL OCCUPANT LOAD:

NUMBER OF EXITS REQUIRED FOR BUILDING

(TABLE 1018.1):

OCCUPANT LOAD S-1 FIRST FLOOR

B OFFICE

OCCUPANT LOAD FIRST FLOOR * 50%

OCCUPANT LOAD EACH FLOOR ABOVE

1ST FLOOR * 25% EACH FLOOR

TOTAL TRIBUTARY OCCUPANT LOAD (TOL)

OCCUPANCY LOAD * .2 =

WIDTH OF EXITS (TOL)/50 IN FEET

(SECTION 1005.1)

2,842/300 = 10 138/100 = 2

10 * 0.5 = 5

421/300 = 2 2 * 0.25 = 1

12/50 = 2.4 FT

TYPE OF OCCUPANCY:

TYPE OF CONSTRUCTION:

BUILDING AREA

FIRST FLOOR GSF:

MEZZ FLOOR GSF

TOTAL BUILDING AREA GSF:

TOTAL NUMBER OF STORIES:

SITE SET BACKS

FRONT YARD:

SIDE YARD:

REAR YARD:

BASIC ALLOWABLE FLOOR AREA (A )

(TABLE 503)

GROUP S-1 & B

TYPE VB

2,842 SQ FT

421 SQ FT

3,263 SQ FT

1 + MEZZANINE

10' TO ASSUMED PROPERTY LINE

0' TO ASSUMED PROPERTY LINE

10' TO ASSUMED PROPERTY LINE

9,000 SQ FT FOR TYPE VB

A C E

B D F

A

B

C

D

E

F

G

I

J

K

L

M

N

H

M

IN

M

IN

M

IN

24" MIN.22" MIN.

M

IN

18" MIN.

M

IN

36"

MIN. 4

M

IN

.24"

MIN.

ACCESSIBLE CLEARANCE LEGEND: SWING DOOR MANEUVERING CLEARANCES:

DOOR MANEUVERING SPACE: FRONT APPROACH, PUSH SIDE CLEAR FLOOR SPACE = DOOR WIDTH x 48"

12" BEYOND DOOR WIDTH AT LATCH SIDE WHEN DOOR HAS LATCH AND CLOSER

DOOR MANEUVERING SPACE: FRONT APPROACH, PULL SIDE CLEAR FLOOR SPACE = DOOR WIDTH + 18" x 60"

DOOR MANEUVERING SPACE: HINGE SIDE APPROACH, PUSH SIDE CLEAR FLOOR SPACE = DOOR + 22" x 42", PUSH SIDE CLEAR FLOOR SPACE = DOOR + 22" x 4'-0" (WHEN DOOR HAS LATCH AND CLOSER)

DOOR MANEUVERING SPACE: HINGE SIDE APPROACH, PULL SIDE CLEAR FLOOR SPACE = DOOR WIDTH + 42" x 54"

ALTERNATIVE PERMISSIBLE CLEAR FLOOR SPACE = DOOR WIDTH + 36" x 60"

DOOR MANEUVERING SPACE: LATCH SIDE APPROACH, PUSH SIDE CLEAR FLOOR SPACE = DOOR WIDTH + 24" x 42"

PUSH SIDE CLEAR FLOOR SPACE = DOOR WIDTH + 24" x 48" (WHEN DOOR HAS CLOSER)

DOOR MANEUVERING SPACE: LATCH SIDE APPROACH, PULL SIDE CLEAR FLOOR SPACE = DOOR WIDTH + 24" x 48"

PUSH SIDE CLEAR FLOOR SPACE = DOOR WIDTH + 24" x 54" (WHEN DOOR HAS CLOSER)

AREA OF REFUGE: 30" x 48" CLEAR FLOOR SPACE

CLEAR FLOOR SPACE: 36" x 48"

DESIGNATED REQUIRED CLEAR

FLOOR SPACE (CFS) PER

ACCESSIBILITY REQUIREMENTS.

REFER TO DIAGRAM ON THIS

SHEET IN REFERENCE TO

APPROACH CLEARANCES. VERIFY

REQ. CLEAR FLOOR SPACE FOR ALL

ACCESSIBLE EQUIPMENT,

FURNITURE AND AREAS REQUIRED

TO BE ACCESSIBLE. REFER TO

HADG FOR FURTHER INFORMATION.

PU

S H

S

ID

E

PU

LL

S

ID

E

ADDITIONAL SWING DOOR

MANEUVERING

CLEARANCE REQUIRED

WHEN DOOR HAS BOTH

CLOSER AND LATCH

ADDITIONAL SWING DOOR

MANEUVERING

CLEARANCE REQUIRED

WHEN DOOR HAS CLOSER

ALTERNATIVE SWING

DOOR MANEUVERING

CLEARANCE

REQUIREMENTS

FRONT APPROACH HINGE-SIDE APPROACH LATCH-SIDE APPROACH

FRONT APPROACH HINGE-SIDE APPROACH LATCH-SIDE APPROACH

CLEAR FLOOR

SPACE

EACH DOOR SUB-CONTRACTOR (ALUMINUM. STOREFRONT/ WOOD/HM) SHALL BE

RESPONSIBLE TO ADJUST ALL INTERIOR DOORS SO THAT THE DOOR'S REQUIRED

OPENING FORCE IS 5 LBS OR LESS. ANY ACCESSIBLE DOOR WITH A CLOSER

SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE

TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE

LATCH IS 5 SECONDS MINIMUM. HARDWARE SHALL BE SELECTED TO ALLOW FOR

CLOSING SPEED REQUIREMENTS FOR ACCESSIBILITY. COORDINATE THESE

REQUIREMENTS WITH LOCAL CODE AND PROVIDE THE STRICTER.

C

LO

S

ER TURNING SPACE: 5'-0" DIAMETER TURNING AREA

(T-SHAPED SPACE ALSO ALLOWED

PER ACCESSIBILITY REQUIREMENTS)

ACCESSIBLE ROUTE/WHEELCHAIR PASSAGE:

36" WIDE AISLE x LENGTH OF ACCESSIBLE PIECE OF

EQUIPMT. OR FURNITURE (48" MIN.)

WATER CLOSET CLEARANCE: 56" x 60"

ROLL IN SHOWER CLEARANCE: 30" x 60"

LAVATORY CLEARANCE: 30" x 48"

CLEAR FLOOR SPACE: FRONT OR SIDE APPROACH TO AN

ELEMENT 30" x 48"

DOOR SIZES TO BE 3'-0" WIDE (UNLESS NOTED OTHERWISE) OR DOOR WITH 2'-8'

CLEAR WHEN DOOR IS OPEN AT 90°. N

O

TE

O ELEVATOR CAB CAN ACCOMMODATE STRETCHER.

1.0

1.0 2.0

2.0 3.0

1.0

2.0

3.0

DRAWING:

PROJECT NUMBER:

DATE:

C

S

IM

O N

C H

IT

EC

T

ERIC M. SIMONSEN AIA

PO BOX 2132

BILLINGS, MT 59103-2132

4 0 6 . 2 5 6 . 9 0 6 0

WWW.SIMONSENARCHITECT.COM

A E

PR

O

JE

C T

-3 1-

-1 -2

A u to d e s k D o c s

/2 H

A V

R E

M D

O T

/2 H

A V

R E

M D

O T

.1

.2 .r v t

/1

/2

:2 :1

P

M

A0.2

4.17.23

1649 US RTE 2

HAVRE, MT 59501

CODE SHEET

MDT HAVRE REPAIR SHOP

M D T H A V

RE

RE

PA

IR

S H O P

CODE CHECKLIST ADA LEGEND 08.11.17

2 2 3 2

ELEV:

2624.00

FDCP

ELEV:

2619.64

FDCP

ELEV:

2624.45

FDCP

29' - 6 1/4"

1/

42' - 3"

1/

1/

12' - 1"

30' - 3"

C

(E) UNDERGROUND GAS

(E) FIBER OPTICS

C

(E) UNDERGROUND POWER

(E

U N

D E

R G

R O

U N

D G

A S

(E

O V

E R

H E

A D

P O

W E

R

(E

O V

E R

H E

A D

P O

W E

R

DRAWING:

PROJECT NUMBER:

DATE:

C

S

IM

O N S E N

A R C H

IT

EC

T

ERIC M. SIMONSEN AIA

PO BOX 2132

BILLINGS, MT 59103-2132

4 0 6 . 2 5 6 . 9 0 6 0

WWW.SIMONSENARCHITECT.COM

A E

PR

O

JE

C T

-3 1-

-1 -2

A u to d e s k D o c s

/2 H

A V

R E

M D

O T

/2 H

A V

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M D

O T

.1

.2 .r v t

/1

/2

:2 :4

P

M

A1.0

4.17.23

1649 US RTE 2

HAVRE, MT 59501

ARCHITECTURAL SITE PLAN

MDT HAVRE REPAIR SHOP

M D T H A V R E R

EP

A

IR

S H O P

1" = 20'-0"

SITE PLAN1 NORTH

08.11.17

A4.1

A4.0 1

A5.0

A5.0

CA

DRILL

PRESS

LATHE

PLASMA TABLE

BAND SAW

MOBILE

MOBILE

CHOP SAW

MOBILE

BELT SANDER

IRON WORKER

PRESS

BENCH GRINDER

WALL MOUNTED BENCH

PORTABLE

FAB TABLE

METAL RACK

WORK BENCH

MOBILE

SUPPORT STAND STORAGE

LATHING

TOOL CAB

36' - 1"

A5.0

A5.0

A5.0

A5.0

MOBILE

CUTTING TORCH

W/ CART

MOBILE

WELDER

(STICK/AIR ARC)

MOBILE

WELDER

(MIG)

MOBILE

MILL

TOOL BOX CART

PRESS BRAKE

SMALL MISC

PARTS BIN

REPAIR BAY

OFFICE/BREAK

RESTROOM

CUSTODIAL

TOOL ROOM

1/

001.1

004.1

001.4

.3

.2

A4.0215

1/

1/

80' - 0"

1/

1/

1/

.1

.1

AIR COMP.

OIL & GAS

SEPARATOR

SEE MEP

2' - 9" 8' - 3 3/4" 9' - 0" 9' - 3 3/4" 5' - 7 3/4"

A

D

A

B A

D

J

D

D

C

4' - 5 3/4"

A

6' - 0 1/2" 5' - 6 1/2" 9' - 0" 15' - 6"

K

A3.0

5' - 9 1/2"

A2.3

G

M

H

A3.0

4 A3.0

L

F

1/

1/

1/

1/

1/4" / 1'-0"

1/

3' - 0" 3' - 0"

EQ EQ

SHELVING

PROVIDED

BY OWNER

PULL THRU

BRIDGE CRANE SUPPLIED BY OWNER

A5.2

A5.2

A2.3

1' - 0"

1' - 0"

1' - 0"

A3.0

1'

1/

1/4" / 1'-0"

A B

1'

1' - 8"

1' - 8"

1' - 8"

9' - 11 3/4"

10' - 0"

16' - 10 1/2" 12' - 10 1/2"

THICKENED SLAB

FOR ANCHOR RINGS

G

B

A

*FOR WALL TYPES SEE A0.1

43' - 11 1/2"

36' - 0" 44' - 0"

4' - 0" 16' - 10 1/2" 16' - 10 1/2"

SIM. OPP. SIDE SIM. OPP. SIDE SIM. OPP. SIDE SIM. OPP. SIDE

12' - 10 1/2"16' - 10 1/2"5' - 9 1/2" 4' - 0"

WATER HOOKUP LOCATION TO

BE VERIFIED BY ADDENDUM

PRE-BID OPENING

TRANSFORMER

SEE MEP

5' - 9 1/2"5' - 9 1/2" 5 1/2"

1. DO NOT SCALE DRAWINGS. IF DIMENSIONS

ARE IN QUESTION THE CONTRACTOR SHALL BE

RESPONSIBLE FOR OBTAINING CLARIFICATION

FROM THE ARCHITECT PRIOR TO CONTINUING

CONSTRUCTION.

2. DOOR JAMB LOCATION OFF FACE OF WALL IS

4 1/2", TYPICAL, UNLESS NOTED OTHERWISE.

3. DIMENSIONS ARE FROM FACE OF SIP PANEL

AND FACE OF STUD, UNO. DIMENSIONS TO

OPENINGS ARE TO CENTERLINE OF UNIT.

4. ITEMS NOT NOTED ON THE DRAWINGS SHALL

BE CONSIDERED THE SAME AS NOTED ITEMS

WHICH ARE GRAPHICALLY REPRESENTED IN THE

SAME MANNER.

5. PROVIDE TREATED SOLID WOOD BLOCKING

FOR ALL WALL EQUIPMENT, TOILET

ACCESSORIES, MILLWORK AND OTHER WALL

MOUNTED ITEMS.

6. CONTRACTOR SHALL CAULK AT THE INTERFACE

OF INTERIOR FACES OF DOOR FRAMES WITH

ADJACENT MATERIALS THOUGH JOINT MAY

NOT BE VISIBLE.

7. PROVIDE POSITIVE SLOPE ON ALL FLOOR

DRAINS MINIMUM OF 1/8” : 12” . SLOPE

FLOOR ALL AROUND FROM ADJACENT WALLS

TO FLOOR DRAINS, DO NOT DEPRESS ONLY

THE AREA IMMEDIATELY AROUND THE DRAIN.

8. REFER TO THE MECHANICAL, ELECTRICAL, AND

PLUMBING DRAWINGS FOR THE LOCATIONS

OF PIPING, VENTS, DUCTS, CURBS, FANS AND

OTHER ITEMS WHICH PENETRATE THE ROOF

PLANE.

9. RUBBER BASE INSIDE AND OUTSIDE CORNERS

MUST COME FROM THE MANUFACTURER.

FIELD CUT CORNERS WILL BE REJECTED AND

REINSTALLED AT THE GC'S EXPENSE

10. FRP PANEL TRIM WILL BE INSTALLED AT ALL

CORNERS AND PANEL EDGES, FRP WITHOUT

TRIM WILL BE REJECTED AND REINSTALLED AT

THE GC'S EXPENSE

1 MEZZANINE LADDER - BY GC

2 EMERGENCY EYE-WASH STATION

3 STAINLESS STEEL UTILITY SINK

4 WALL MOUNTED FIRE EXTINGUISHER

5 AIR COMPRESSOR - BY OWNER

6 CONCRETE SPLASHBLOCK

7 8" PIPE BOLLARD; CONCRETE

FILLED AND MOUNDED

-PAINTED SAFETY YELLOW

8 TRENCH DRAIN - REF. PLUMBING

PLAN NOTES

9 OVERHEAD BRIDGE CRANE -

INSTALLED BY OWNER

REF. STRUCTURAL FOR ANCHOR

BOLT PATTERNS AND LOCATIONS

10 RECESSED FLOOR ANCHORS -

REF. STRUCTURAL

11 FLOOR DRAIN - REF. PLUMBING

12 SNOW BREAKS - MECH. FASTENED TO

STANDING SEAM RIBS

13 PREFINISHED METAL GUTTERS AND

DOWNSPOUTS TO CONCRETE

SPLASHBLOCK BELOW

NORTH

DRAWING:

PROJECT NUMBER:

DATE:

C

S

IM

O N

C H

IT

EC

T

ERIC M. SIMONSEN AIA

PO BOX 2132

BILLINGS, MT 59103-2132

4 0 6 . 2 5 6 . 9 0 6 0

WWW.SIMONSENARCHITECT.COM

A E

PR

O

JE

C T

-3 1-

-1 -2

A u to d e s k D o c s

/2 H

A V

R E

M D

O T

/2 H

A V

R E

M D

O T

.1

.2 .r v t

/1

/2

:2 :1

P

M

A2.0

4.17.23

1649 US RTE 2

HAVRE, MT 59501

FLOOR PLANS

MDT HAVRE REPAIR SHOP

M D T H A V

RE

RE

PA

IR

S H O P

ROOM FINISH SCHEDULE

Number Name Floor Finish Base Finish

Ceiling Finish

Wall Finish (North)

Wall Finish (East)

Wall Finish (South) Wall Finish (West)

001 REPAIR BAY SEALED CONCRETE METAL ANGLE METAL LINER

PANEL

METAL LINER PANEL METAL LINER PANEL METAL LINER PANEL METAL LINER PANEL

002 CUSTODIAL SEALED CONCRETE RUBBER BASE METAL LINER

PANEL

SMOOTH FRP OVER SIP SMOOTH FRP OVER SIP SMOOTH FRP OVER SIP N/A

003 OFFICE/BREAK SEALED CONCRETE METAL ANGLE ACT METAL LINER PANEL METAL LINER PANEL METAL LINER PANEL METAL LINER PANEL

004 RESTROOM SEALED CONCRETE RUBBER BASE ACT SMOOTH FRP OVER GWB SMOOTH FRP OVER SIP SMOOTH FRP OVER

GWB

SMOOTH FRP OVER GWB

005 TOOL ROOM SEALED CONCRETE N/A OSB SIP SIP OSB OSB

201 MEZZANINE OSB N/A METAL LINER

PANEL

METAL LINER PANEL METAL LINER PANEL METAL LINER PANEL N/A

NOTES

KEY NOTES

08.11.17

A5.0

A5.0

CA

A5.0

A5.0

A5.0

A5.0

MEZZANINE

34' - 11 1/4"

11' - 6 1/2" 8' - 0" 15' - 5"

1/

D

A

D

A

A

D D 2x4 FRAMED

GUARDRAIL W/

SLEEVED BALUSTER

REF: STRUCTURAL

FOR MECHANICAL

SLEEVE REF: 1/A5.2

A5.2

A5.2

B

METAL LINER PANEL

OVER VAPOR BARRIER

& SIP PANEL

METAL LINER PANEL

OVER VAPOR BARRIER

& SIP PANEL

1. DO NOT SCALE DRAWINGS. IF DIMENSIONS

ARE IN QUESTION THE CONTRACTOR SHALL BE

RESPONSIBLE FOR OBTAINING CLARIFICATION

FROM THE ARCHITECT PRIOR TO CONTINUING

CONSTRUCTION.

2. DOOR JAMB LOCATION OFF FACE OF WALL IS

4 1/2", TYPICAL, UNLESS NOTED OTHERWISE.

3. DIMENSIONS ARE FROM FACE OF SIP PANEL

AND FACE OF STUD, UNO. DIMENSIONS TO

OPENINGS ARE TO CENTERLINE OF UNIT.

4. ITEMS NOT NOTED ON THE DRAWINGS SHALL

BE CONSIDERED THE SAME AS NOTED ITEMS

WHICH ARE GRAPHICALLY REPRESENTED IN THE

SAME MANNER.

5. PROVIDE TREATED SOLID WOOD BLOCKING

FOR ALL WALL EQUIPMENT, TOILET

ACCESSORIES, MILLWORK AND OTHER WALL

MOUNTED ITEMS.

6. CONTRACTOR SHALL CAULK AT THE INTERFACE

OF INTERIOR FACES OF DOOR FRAMES WITH

ADJACENT MATERIALS THOUGH JOINT MAY

NOT BE VISIBLE.

7. PROVIDE POSITIVE SLOPE ON ALL FLOOR

DRAINS MINIMUM OF 1/8” : 12” . SLOPE

FLOOR ALL AROUND FROM ADJACENT WALLS

TO FLOOR DRAINS, DO NOT DEPRESS ONLY

THE AREA IMMEDIATELY AROUND THE DRAIN.

8. REFER TO THE MECHANICAL, ELECTRICAL, AND

PLUMBING DRAWINGS FOR THE LOCATIONS

OF PIPING, VENTS, DUCTS, CURBS, FANS AND

OTHER ITEMS WHICH PENETRATE THE ROOF

PLANE.

9. RUBBER BASE INSIDE AND OUTSIDE CORNERS

MUST COME FROM THE MANUFACTURER.

FIELD CUT CORNERS WILL BE REJECTED AND

REINSTALLED AT THE GC'S EXPENSE

10. FRP PANEL TRIM WILL BE INSTALLED AT ALL

CORNERS AND PANEL EDGES, FRP WITHOUT

TRIM WILL BE REJECTED AND REINSTALLED AT

THE GC'S EXPENSE

1 MEZZANINE LADDER - BY GC

2 EMERGENCY EYE-WASH STATION

3 STAINLESS STEEL UTILITY SINK

4 WALL MOUNTED FIRE EXTINGUISHER

5 AIR COMPRESSOR - BY OWNER

6 CONCRETE SPLASHBLOCK

7 8" PIPE BOLLARD; CONCRETE

FILLED AND MOUNDED

-PAINTED SAFETY YELLOW

8 TRENCH DRAIN - REF. PLUMBING

PLAN NOTES

9 OVERHEAD BRIDGE CRANE -

INSTALLED BY OWNER

REF. STRUCTURAL FOR ANCHOR

BOLT PATTERNS AND LOCATIONS

10 RECESSED FLOOR ANCHORS -

REF. STRUCTURAL

11 FLOOR DRAIN - REF. PLUMBING

12 SNOW BREAKS - MECH. FASTENED TO

STANDING SEAM RIBS

13 PREFINISHED METAL GUTTERS AND

DOWNSPOUTS TO CONCRETE

SPLASHBLOCK BELOW

DRAWING:

PROJECT NUMBER:

DATE:

C

S

IM

O N S E N

A R C H

IT

EC

T

ERIC M. SIMONSEN AIA

PO BOX 2132

BILLINGS, MT 59103-2132

4 0 6 . 2 5 6 . 9 0 6 0

WWW.SIMONSENARCHITECT.COM

A E

PR

O

JE

C T

-3 1-

-1 -2

A u to d e s k D o c s

/2 H

A V

R E

M D

O T

/2 H

A V

R E

M D

O T

.1

.2 .r v t

/1

/2

:2 :5

P

M

A2.1

4.17.23

1649 US RTE 2

HAVRE, MT 59501

FLOOR PLANS

MDT HAVRE REPAIR SHOP

M D T H A V R E R

EP

A

IR

S H O P

1/4" = 1'-0"

MEZZANINE FLOOR PLAN1 NORTH

NOTES

KEY NOTES

08.11.17

A4.0 1

CA

A4.02

2 ROWS 24 GA BREAK SHAPE

METAL SNOWGUARD

COLOR TO MATCH ROOF

SELECTION

B

PREFINISHED METAL ROOF PANELS OVER

PREFINISHED METAL BRAKE FASCIA

PREFINISHED METAL GUTTER AND

DOWNSPOUT TYP. WITH PRECAST

CONCRETE SPLASH BLOCK

PREFINISHED METAL NON-VENTED

METAL RIDGE CAP

COLOR: TO MATCH ROOF SELECTION

2 ROWS 24 GA BREAK SHAPE

METAL SNOWGUARD

COLOR TO MATCH ROOF

SELECTION

2 ROWS 24 GA BREAK SHAPE

METAL SNOWGUARD

COLOR TO MATCH ROOF

SELECTION

1. DO NOT SCALE DRAWINGS. IF DIMENSIONS

ARE IN QUESTION THE CONTRACTOR SHALL BE

RESPONSIBLE FOR OBTAINING CLARIFICATION

FROM THE ARCHITECT PRIOR TO CONTINUING

CONSTRUCTION.

2. DOOR JAMB LOCATION OFF FACE OF WALL IS

4 1/2", TYPICAL, UNLESS NOTED OTHERWISE.

3. DIMENSIONS ARE FROM FACE OF SIP PANEL

AND FACE OF STUD, UNO. DIMENSIONS TO

OPENINGS ARE TO CENTERLINE OF UNIT.

4. ITEMS NOT NOTED ON THE DRAWINGS SHALL

BE CONSIDERED THE SAME AS NOTED ITEMS

WHICH ARE GRAPHICALLY REPRESENTED IN THE

SAME MANNER.

5. PROVIDE TREATED SOLID WOOD BLOCKING

FOR ALL WALL EQUIPMENT, TOILET

ACCESSORIES, MILLWORK AND OTHER WALL

MOUNTED ITEMS.

6. CONTRACTOR SHALL CAULK AT THE INTERFACE

OF INTERIOR FACES OF DOOR FRAMES WITH

ADJACENT MATERIALS THOUGH JOINT MAY

NOT BE VISIBLE.

7. PROVIDE POSITIVE SLOPE ON ALL FLOOR

DRAINS MINIMUM OF 1/8” : 12” . SLOPE

FLOOR ALL AROUND FROM ADJACENT WALLS

TO FLOOR DRAINS, DO NOT DEPRESS ONLY

THE AREA IMMEDIATELY AROUND THE DRAIN.

8. REFER TO THE MECHANICAL, ELECTRICAL, AND

PLUMBING DRAWINGS FOR THE LOCATIONS

OF PIPING, VENTS, DUCTS, CURBS, FANS AND

OTHER ITEMS WHICH PENETRATE THE ROOF

PLANE.

9. RUBBER BASE INSIDE AND OUTSIDE CORNERS

MUST COME FROM THE MANUFACTURER.

FIELD CUT CORNERS WILL BE REJECTED AND

REINSTALLED AT THE GC'S EXPENSE

10. FRP PANEL TRIM WILL BE INSTALLED AT ALL

CORNERS AND PANEL EDGES, FRP WITHOUT

TRIM WILL BE REJECTED AND REINSTALLED AT

THE GC'S EXPENSE

DRAWING:

PROJECT NUMBER:

DATE:

C

S

IM

O N S E N

A R C H

IT

EC

T

ERIC M. SIMONSEN AIA

PO BOX 2132

BILLINGS, MT 59103-2132

4 0 6 . 2 5 6 . 9 0 6 0

WWW.SIMONSENARCHITECT.COM

A E

PR

O

JE

C T

-3 1-

-1 -2

A u to d e s k D o c s

/2 H

A V

R E

M D

O T

/2 H

A V

R E

M D

O T

.1

.2 .r v t

/1

/2

:2 :1

P

M

A2.2

4.17.23

1649 US RTE 2

HAVRE, MT 59501

ROOF PLAN

MDT HAVRE REPAIR SHOP

M D T H A V R E R

EP

A

IR

S H O P

1/4" = 1'-0"

ROOF PLAN1 NORTH

NOTES 08.11.17

1' - 0"

1'

OH DOOR W/ HEAVY DUTY TRACK

REF: SPECIFICATIONS

2X6 WOOD STUD TRIMMER

-PAINTED TO MATCH LINER PANEL

6 1/2"

3"

1/2" BOND BREAKER W/

WEATHER RESISTANT SEALANT

8" PIPE BOLLARD

-FILL WITH CONC.

-MOUNT TOP WITH CONC

-PAINT SAFETY YELLOW

(2) 2x6 JACK STUD TRIMMERS

(2) 2x6 KING STUDS - REF. STRUCTURAL

OUTSIDE CORNER MTL TRIM W/

BRAKE MTL FLASHING AT JAMB

-SECURE BEHIND 2X6 TRIMMER

1'

D

A

REPAIR BAY

FIRE EXTINGUISHER

ATTACH TO STUD

TAPE ALL SEAMS, INSIDE

AND OUTSIDE CORNERS W/

ZIP TAPE (TYP)

CONTINUOUS SJ-1

SEALANT

-EACH SIDE (TYP)

SIP SCREW

REF: STRUCTURAL FOR SCREW PATTERN

1/2" OSB

REF: STRUCTURAL FOR SCREW PATTERN

DOOR

REF: SCHEDULE

PREFINISHED METAL INSIDE CORNER

W/ PAINTED SCREWS

-PER MANUFACTURER

PREFINISHED METAL DRIP EDGE

-BELOW

G

B

A

HM FRAME WOOD ANCHOR

B

TOOL ROOM

REPAIR BAY

OUTSIDE CORNER MTL TRIM W/

BRAKE MTL FLASHING AT JAMB

PREFINISHED MTL LINER PANEL

SMOOTH FACE FRP

BRIDGE CRANE STEEL COLUMN

COLUMN BASE PLATE, LEVELING

ANCHOR BOLTS AND MORTAR PACK

REF: STRUCTURAL

K

G

TOOL ROOM

EXPANSION JOINT

DRAWING:

PROJECT NUMBER:

DATE:

C

S

IM

O N

C H

IT

EC

T

ERIC M. SIMONSEN AIA

PO BOX 2132

BILLINGS, MT 59103-2132

4 0 6 . 2 5 6 . 9 0 6 0

WWW.SIMONSENARCHITECT.COM

A E

PR

O

JE

C T

-3 1-

-1 -2

A u to d e s k D o c s

/2 H

A V

R E

M D

O T

/2 H

A V

R E

M D

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.1

.2 .r v t

/1

/2

:2 :2

P

M

A2.3

4.17.23

1649 US RTE 2

HAVRE, MT 59501

PLAN DETAILS

MDT HAVRE REPAIR SHOP

M D T H A V

RE

RE

PA

IR

S H O P

1" = 1'-0"

PLAN DTL OVHD DR1

1" = 1'-0"

PLAN DETAIL@ EXTERIOR CORNER2

1" = 1'-0"

PLAN CORNER @ COLUMN3

NORTH

NORTH

NORTH

08.11.17

WALL MOUNTED LAVATORY

1' - 6" UNO

4"

MIRROR, CENTER OVER

SINK

SD

U N O

RE

FL

EC

TI

N G

S U

RF

A C E

M A X

TO

M A X

FIRE EXTINGUISHERADA GRAB BAR LOCATIONS

M

IN

M A X

SANITARY NAPKIN DISPOSAL

CENTERLINE FOR TOILET PAPER

DISPENSER MUST BE THIS AREA

MIM.

3' - 6"

MAX.

1' - 0"

MIN.

1' - 0"

MIN.

2' - 0"

MIN.

3' - 0"

7" - 9"

M

IN

M A X

4"

PTD

PIPE BOOT AROUND

P-TRAP, HOT & COLD

WATER LINES

M A X

WALL MOUNTED

TELEPHONE (T)

THERMOSTAT

(TSTAT)

LIGHT SWITCH DUPLEX

OUTLET

VOICE/ DATA

OUTLET

1'

1'

MOP SHELF

T.O. CONC SLAB

100' - 0"

MEZZ LEVEL

110' - 0"

A

ACT

PTAC

UNIT

ACT

REF: REFLECTED CEILING PLANS

PROVIDE BLOCKING FOR

RESTROOM ACCESSORIES

-MEANS AND METHODS

BY CONTRACTOR

INSTALL BLOCKING FOR

ADA GRAB BARS

-42", 36" AND 18" VERTICAL

-MEANS AND METHODS

-DO NOT INSTALL ADA GRAB BARS

SMOOTH FRP

TA-1

TA-4

TA-3

TA-8

TA-7

TA-6

TA-5

RUBBER BASE TYP.

100' 0"

T.O. MEZZ

100' 0"

T.O. CONC. T.O. CONC SLAB

100' - 0"

MEZZ LEVEL

110' - 0"

SMOOTH FRP

ACT

TA-7

TA-9

TA-2

TA-6TA-5

INSTALL BLOCKING FOR

ADA GRAB BARS

-42",36" AND 18" VERTICAL

-MEANS AND METHODS

-DO NOT INSTALL

ADA GRAB BARS

RUBBER BASE TYP.

M

A3.0 3

1'

R 2' - 9"

C

L 004.1

K

M

J

H

RESTROOM

CUSTODIAL

A2.3

TA-1 = PAPER TOWEL DISPENSER

TA-2 = TOILET TISSUE DISPENSER

TA-3 = SOAP DISPENSER

TA-4 = 24"x36" MIRROR

TA-5 = 42" GRAB BAR

TA-6 = 36" GRAB BAR

TA-7 = 18" GRAB BAR

TA-8 = ACCESSIBLE LAVATORY

TA-9 = SANITARY NAPKIN DISPOSAL

TA-10 = ACCESSIBLE WATER CLOSET

TA-11 = INSULATION PROTECTION BOOT AT P-TRAP

AND HOW WATER SUPPLY

T.O. CONC SLAB

100' - 0"

2X4 WOOD FRAMED RAILING WITH

MECHANICALLY FASTENED BALUSTER

RECEIVER TO FACE OF RIM JOIST

-FIELD VERIFY DIMENSIONS

-MEANS AND METHODS BY CONTRACTOR

STAINLESS STEEL UTILITY SINK

EMERGENCY EYE-WASH STATION

REF:PLUMBING

LADDER

-MEANS AND METHODS BY CONTRACTOR

RUBBER BASE - TYP.

SMOOTH FRP

ALUMINUM EDGE TRIM

DRAWING:

PROJECT NUMBER:

DATE:

C

S

IM

O N

C H

IT

EC

T

ERIC M. SIMONSEN AIA

PO BOX 2132

BILLINGS, MT 59103-2132

4 0 6 . 2 5 6 . 9 0 6 0

WWW.SIMONSENARCHITECT.COM

A E

PR

O

JE

C T

-3 1-

-1 -2

A u to d e s k D o c s

/2 H

A V

R E

M D

O T

/2 H

A V

R E

M D

O T

.1

.2 .r v t

/1

/2

:2 :5

P

M

A3.0

4.17.23

1649 US RTE 2

HAVRE, MT 59501

RESTROOM DETAILS

MDT HAVRE REPAIR SHOP

M D T H A V

RE

RE

PA

IR

S H O P

TYPICAL ELEVATION HEIGHTS

NORTH

1/2" = 1'-0"

E. ELEVATION - OFFICE2

1/2" = 1'-0"

W. ELEV. - RESTROOM3

1/2" = 1'-0"

N. ELEV - RESTROOM4

1/2" = 1'-0"

ENLARGED PLAN - RESTROOM1

TOILET ACCESSORIES:

1/2" = 1'-0"

CUSTODIAL ROOM5

08.11.17

T.O. CONC SLAB

100' - 0"

TOP WALL

120' - 0"

TOP FTG

96' - 6"

A5.0

A5.0

A5.0

A5.0

MEZZ LEVEL

110' - 0"

16' - 0"

13 1

T.O. CONC SLAB

100' - 0"

TOP WALL

120' - 0"

TOP FTG

96' - 6"

A5.0

A5.0

A5.0

A5.0

MEZZ LEVEL

110' - 0"

14' - 0"

3 3

12 12

13 13

6 6

1. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTIONS, THE CONTRACTOR

SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ARCHITECT PRIOR

TO CONTINUING CONSTRUCTION.

2. DOOR JAMB LOCATION OFF FACE OF WALL IS 4 1/2" TYPICAL, UNLESS NOTED

OTHERWISE.

3. DIMENSIONS ARE FROM FACE OF SIP PANEL AND FACE OF STUD, UNO.

DIMENSIONS TO OPENINGS ARE TO CENTERLINE OF UNIT.

4. ITEMS NOT NOTED ON THE DRAWINGS SHALL BE CONSIDERED THE SAME AS NOTED

ITEMS WHICH ARE GRAPHICALLY REPRESENTED IN THE SAME MANNER.

5. PROVIDE TREATED SOLID WOOD BLOCKING FOR ALL WALL EQUIPMENT, TOILET

ACCESSORIES, MILLWORK AND OTHER WALL MOUNTED ITEMS.

6. ADA RESTROOM GRAB BARS ARE TO HAVE SOLID WOOD BLOCKING; DO NOT

INSTALL ADA GRAB BARS.

7. CONTRACTOR SHALL CAULK AT THE INTERFACE OF INTERIOR FACES OF DOOR

FRAMES WITH ADJACENT MATERIALS THOUGH JOINT MAY NOT BE VIABLE.

8. PROVIDE POSITIVE SLOPE ON ALL FLOOR DRAINS MINIMUM 1/8" : 12". SLOPE FLOOR

ALL AROUND FROM ADJACENT WALLS TO FLOOR DRAINS, DO NOT DEPRESS ONLY

THE AREA IMMEDIATELY AROUND THE DRAIN.

9. REFER TO THE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR THE

LOCATIONS OF PIPING, VENTS, DUCTS, CURBS, FANS AND OTHER ITEMS WHICH

PENETRATE THE ROOF PLANE.

10. RUBBER BASE INSIDE AND OUTSIDE CORNERS MUST COME FROM THE

MANUFACTURER. FIELD CUT CORNERS WILL BE REJECTED AND REINSTALLED AT THE

GC'S EXPENSE.

11. FRP PANEL TRIM WILL BE INSTALLED AT ALL CORNERS AND PANEL EDGES, FRP

WITHOUT TRIM WILL BE REJECTED AND REINSTALLED AT THE GC'S EXPENSE.

1 PREFINISHED METAL GUTTER, PREFINISHED METAL

DOWNSPOUT AND PRECAST CONCRETE SPLASHBLOCK

6 PREFINISHED METAL CORNER TRIM

8" PIPE BOLLARD; CONCRETE FILLED AND

MOUNDED -PAINTED SAFETY YELLOW

9 PREFINISHED HOLLOW METAL FRAMED DOOR

REF: DOOR SCHEDULE

13 PREFINISHED METAL NON-VENTED SOFFIT PANEL

COLOR: TO MATCH WALL PANEL SELECTION

SNOW BREAKS - MECH. FASTENED TO

STANDING SEAM RIBS

4 PREFINISHED METAL BRAKE FLASHING OVER

PREFINISHED METAL BRAKE FASCIA

5 PREFINISHED METAL WALL PANEL WITH ALL ASSOCIATED

METAL FLASHING TRIMS TO ENCLOSE EXTERIOR

PREFINISHED INSULATED OVERHEAD DOOR

REF: DOOR SCHEDULE

8 PREFINISHED METAL ROOF PANELS OVER PREFINISHED

METAL BRAKE FASCIA

10 PTAC - HVAC SYSTEM

REF: MECHANICAL

11 GLIDER WINDOW REF. SCHEDULE

12 GALVANIZED BRAKE METAL OVER 1 1/2" RIGID

INSULATION AT EXTERIOR PERIMETER OF BUILDING

14 PREFINISHED METAL NON-VENTED METAL RIDGE CAP

COLOR: TO MATCH ROOF SELECTION

15 VENTS - SEE MECH.

16 OIL & GAS SEPARATOR

DRAWING:

PROJECT NUMBER:

DATE:

C

S

IM

O N S E N

A R C H

IT

EC

T

ERIC M. SIMONSEN AIA

PO BOX 2132

BILLINGS, MT 59103-2132

4 0 6 . 2 5 6 . 9 0 6 0

WWW.SIMONSENARCHITECT.COM

A E

PR

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-1 -2

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A4.0

4.17.23

1649 US RTE 2

HAVRE, MT 59501

EXTERIOR ELEVATIONS / DETAILS

MDT HAVRE REPAIR SHOP

M D T H A V R E R

EP

A

IR

S H O P

1/4" = 1'-0"

SOUTH ELEVATION1

1/4" = 1'-0"

NORTH ELEVATION2

NOTES

KEY NOTES ELEVATIONS

08.11.17

100' - 0"

TOP WALL

120' - 0"

TOP FTG

96' - 6"

A5.0

A5.0

MEZZ LEVEL

110' - 0"

55 1

12 12

T.O. CONC SLAB

100' - 0"

TOP WALL

120' - 0"

TOP FTG

96' - 6"

MEZZ LEVEL

110' - 0"

A

B

3 33

1. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTIONS,

THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING

CLARIFICATION FROM THE ARCHITECT PRIOR TO CONTINUING

CONSTRUCTION.

2. DOOR JAMB LOCATION OFF FACE OF WALL IS 4 1/2" TYPICAL,

UNLESS NOTED OTHERWISE.

3. DIMENSIONS ARE FROM FACE OF SIP PANEL AND FACE OF STUD,

UNO. DIMENSIONS TO OPENINGS ARE TO CENTERLINE OF UNIT.

4. ITEMS NOT NOTED ON THE DRAWINGS SHALL BE CONSIDERED

THE SAME AS NOTED ITEMS WHICH ARE GRAPHICALLY

REPRESENTED IN THE SAME MANNER.

5. PROVIDE TREATED SOLID WOOD BLOCKING FOR ALL WALL

EQUIPMENT, TOILET ACCESSORIES, MILLWORK AND OTHER WALL

MOUNTED ITEMS.

6. ADA RESTROOM GRAB BARS ARE TO HAVE SOLID WOOD

BLOCKING; DO NOT INSTALL ADA GRAB BARS.

7. CONTRACTOR SHALL CAULK AT THE INTERFACE OF INTERIOR

FACES OF DOOR FRAMES WITH ADJACENT MATERIALS THOUGH

JOINT MAY NOT BE VIABLE.

8. PROVIDE POSITIVE SLOPE ON ALL FLOOR DRAINS MINIMUM 1/8" :

12". SLOPE FLOOR ALL AROUND FROM ADJACENT WALLS TO

FLOOR DRAINS, DO NOT DEPRESS ONLY THE AREA IMMEDIATELY

AROUND THE DRAIN.

9. REFER TO THE MECHANICAL, ELECTRICAL, AND PLUMBING

DRAWINGS FOR THE LOCATIONS OF PIPING, VENTS, DUCTS,

CURBS, FANS AND OTHER ITEMS WHICH PENETRATE THE ROOF

PLANE.

10. RUBBER BASE INSIDE AND OUTSIDE CORNERS MUST COME FROM

THE MANUFACTURER. FIELD CUT CORNERS WILL BE REJECTED AND

REINSTALLED AT THE GC'S EXPENSE.

11. FRP PANEL TRIM WILL BE INSTALLED AT ALL CORNERS AND PANEL

EDGES, FRP WITHOUT TRIM WILL BE REJECTED AND REINSTALLED

AT THE GC'S EXPENSE.

1 PREFINISHED METAL GUTTER, PREFINISHED METAL

DOWNSPOUT AND PRECAST CONCRETE SPLASHBLOCK

6 PREFINISHED METAL CORNER TRIM

8" PIPE BOLLARD; CONCRETE FILLED AND

MOUNDED -PAINTED SAFETY YELLOW

9 PREFINISHED HOLLOW METAL FRAMED DOOR

REF: DOOR SCHEDULE

13 PREFINISHED METAL NON-VENTED SOFFIT PANEL

COLOR: TO MATCH WALL PANEL SELECTION

SNOW BREAKS - MECH. FASTENED TO

STANDING SEAM RIBS

4 PREFINISHED METAL BRAKE FLASHING OVER

PREFINISHED METAL BRAKE FASCIA

5 PREFINISHED METAL WALL PANEL WITH ALL ASSOCIATED

METAL FLASHING TRIMS TO ENCLOSE EXTERIOR

PREFINISHED INSULATED OVERHEAD DOOR

REF: DOOR SCHEDULE

8 PREFINISHED METAL ROOF PANELS OVER PREFINISHED

METAL BRAKE FASCIA

10 PTAC - HVAC SYSTEM

REF: MECHANICAL

11 GLIDER WINDOW REF. SCHEDULE

12 GALVANIZED BRAKE METAL OVER 1 1/2" RIGID

INSULATION AT EXTERIOR PERIMETER OF BUILDING

14 PREFINISHED METAL NON-VENTED METAL RIDGE CAP

COLOR: TO MATCH ROOF SELECTION

15 VENTS - SEE MECH.

16 OIL & GAS SEPARATOR

DRAWING:

PROJECT NUMBER:

DATE:

C

S

IM

O N S E N

A R C H

IT

EC

T

ERIC M. SIMONSEN AIA

PO BOX 2132

BILLINGS, MT 59103-2132

4 0 6 . 2 5 6 . 9 0 6 0

WWW.SIMONSENARCHITECT.COM

A E

PR

O

JE

C T

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-1 -2

A u to d e s k D o c s

/2 H

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:3 :1

P

M

A4.1

4.17.23

1649 US RTE 2

HAVRE, MT 59501

EXTERIOR ELEVATIONS

MDT HAVRE REPAIR SHOP

M D T H A V R E R

EP

A

IR

S H O P

1/4" = 1'-0"

WEST ELEVATION1

1/4" = 1'-0"

EAST ELEVATION2

NOTES

ELEVATION NOTES

08.11.17

T ectonic Cop yright 2007

100' - 0"

TOP WALL

120' - 0"

TOP FTG

96' - 6"

C A2

A5.0

A5.0

MEZZ LEVEL

110' - 0"

1/

" A5.1

DELTA RIB METAL PANELS

ATTACHED TO TRUSSES

AND INFILL FRAMING

TYP. AT CEILING

TYP.

1' - 0"

BRIDGE CRANE PROVIDED BY

OWNER.

REPAIR BAY

MEZZANINE

B

A5.2

T.O. CONC SLAB

100' - 0"

TOP WALL

120' - 0"

TOP FTG

96' - 6"

A5.0

A5.0

A5.0

A5.0

MEZZ LEVEL

110' - 0"

2"

1'-0"

2"

1'-0"

METAL LINER PANELS

6 MIL VAPOR BARRIER

2x4 INFILL FRAMING @ 1'-6" O.C.

TYP. @ CEILING

BRIDGE CRANE

PROVIDED

BY OWNER.

SIP PANEL ROOF W/

STANDING SEAM MTL ROOF

WOOD TRUSS

SIP PANEL WALL W/

EXTERIOR METAL PANELS

MEZZANINE

RESTROOM

REPAIR BAY

7 7

10 11

A5.2

OVEREXCAVATION

DETAIL

T.O. CONC SLAB

100' - 0"

TOP WALL

120' - 0"

TOP FTG

96' - 6"

A

A5.0

A5.0

MEZZ LEVEL

110' - 0"

MEZZANINE

TOOL ROOM

RESTROOM

OFFICE/BREAK

1' - 0"

B

A5.2

OVER-

EXCAVATION

DETAIL

1 MEZZANINE LADDER - BY GC

2 EMERGENCY EYE-WASH STATION

3 STAINLESS STEEL UTILITY SINK

4 WALL MOUNTED FIRE EXTINGUISHER

5 AIR COMPRESSOR - BY OWNER

6 CONCRETE SPLASHBLOCK

7 8" PIPE BOLLARD; CONCRETE

FILLED AND MOUNDED

-PAINTED SAFETY YELLOW

8 TRENCH DRAIN - REF. PLUMBING

9 OVERHEAD BRIDGE CRANE -

INSTALLED BY OWNER

REF. STRUCTURAL FOR ANCHOR

BOLT PATTERNS AND LOCATIONS

10 RECESSED FLOOR ANCHORS -

REF. STRUCTURAL

11 FLOOR DRAIN - REF. PLUMBING

12 SNOW BREAKS - MECH. FASTENED TO

STANDING SEAM RIBS

13 PREFINISHED METAL GUTTERS AND

DOWNSPOUTS TO CONCRETE

SPLASHBLOCK BELOW

14 2x4 SELECT STRUCTURAL BRIDGING

BETWEEN TRUSSES

REF:STRUCTURAL

15 GLULAM BEAM

REF. STRUCTURAL

DRAWING:

PROJECT NUMBER:

DATE:

C

S

IM

O N S E N

A R C H

IT

EC

T

ERIC M. SIMONSEN AIA

PO BOX 2132

BILLINGS, MT 59103-2132

4 0 6 . 2 5 6 . 9 0 6 0

WWW.SIMONSENARCHITECT.COM

A E

PR

O

JE

C T

-3 1-

-1 -2

A u to d e s k D o c s

/2 H

A V

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/2 H

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A5.0

4.17.23

1649 US RTE 2

HAVRE, MT 59501

BUILDING SECTIONS

MDT HAVRE REPAIR SHOP

M D T H A V R E R

EP

A

IR

S H O P

1/4" = 1'-0"

LONGITUDINAL SECTION1

1/4" = 1'-0"

TRANSVERSE SECTION2

1/4" = 1'-0"

SECTION THROUGH SUPPORT SPACES3

KEY NOTES SECTION

08.11.17

T ectonic Copyrig ht 2007

100' - 0"

TOP WALL

120' - 0"

TOP FTG

96' - 6"

C

A5.3

A5.3

Sim

MEZZ LEVEL

110' - 0"

A5.3

Sim

A5.3

Sim

TOP WALL

120' - 0"

A5.0

A5.0

MEZZ LEVEL

110' - 0"

A5.3

Sim

TOP WALL

120' - 0"

MEZZ LEVEL

110' - 0"

A5.2

Sim

DRAWING:

PROJECT NUMBER:

DATE:

C

S

IM

O N S E N

A R C H

IT

EC

T

ERIC M. SIMONSEN AIA

PO BOX 2132

BILLINGS, MT 59103-2132

4 0 6 . 2 5 6 . 9 0 6 0

WWW.SIMONSENARCHITECT.COM

A E

PR

O

JE

C T

-3 1-

-1 -2

A u to d e s k…