Maintenance Shop
Concept Design
SURF Maintenance Building Concept Design Page 2
Conceptual Space Program
Area Space Net SF AreaWarehouse
Main Storage Area 6,000Dock Unloading Area 1,600Warehouse Office 168
Net Area Subtotal 7,768Support
Private Offices (3) 432Shared Office (6 Workstations) 240Break/Training Room 350Common Admin. Work Area 144Men’s Locker Room 200Men’s Showers (3) 150Men’s Restroom (Multiple Occupants) 180Women’s Locker Room 120Women’s Showers 50Women’s Restroom (Single Occupancy)Electrical Data RoomHousekeepingGeneral StorageMechanical Space (Mezzanine Area)
Shop RestroomShop OfficeHazardous StorageSnow Removal Equipment (4 Bays)Shop Area
Machine Shop/Motor Repair
64100100150240
Net Area Subtotal 2,520
64144180
1,15212,000
Net Area Subtotal 13,540
Net to Gross Adjustment - Hallways, Wall Thickness, etc. (32% of Subtotal)
806
Support Subtotal 3,326
Total Proposed 24,634
GoalA historically sympathetic design solution that seamlessly and efficiently provides a practical and functional facility will occupy essentially the same footprint as the existing machine shop, motor repair, blacksmith shop and iron house. Fundamental areas will include a warehouse/storage, office and support space, and motor repair/machine shop.
SURF Maintenance Building Concept DesignExisting Conditions
Page 3
MILL STREET
HIGHWAY 85
VICINITY MAP / SITE ACCESS PLAN
SURF Maintenance Building Concept DesignVicinity Map
Page 4
SURFACE LAB
FOUNDRY
RADON REDUCTION
EXISTING BUILDINGADMIN BUILDING
YATES SHAFT
TRACTOR TRAILER TURN AROUND
OPEN CUT
E SUMMIT STREET
ELLISON STREET
SURF Maintenance Building Concept DesignSite Plan
Page 5
FOUNDRY
SURFACE LAB
YATES SHAFT
CART TRACKS
PROPOSED BUILDING
RADON
REDUCTION
FUTURE CONNECTOR
PROPOSED SITE PLAN
SURF Maintenance Building Concept DesignFloor Plan - First Floor West
Page 6
SURF Maintenance Building Concept DesignFloor Plan - First Floor East
Page 7
10 TON BRIDGE CRANE
SURF Maintenance Building Concept DesignFloor Plan - Second Floor
Page 8
SURF Maintenance Building Concept DesignCode Plan
Page 9
DN
UP
DN
G
G
H
H
I
I
J
J
MECHANICAL ROOM
DN
24' - 0" 24' - 0" 12' - 0"
WAREHOUSE = 3600 SF.
OCCUPANCY = S-1
OCCUPANT LOAD = 8 OCCUPANTS(500 SF/OCC)
EGRESS = 1 EXIT REQUIRED 2 EXITS PROVIDED)
(TABLE 1006.2.1)
EXIT EXIT
EXIT
STEEL GUARDRAIL & HANDRAILS @ STAIR
42" STEEL GUARDRAIL W/ 5' WIDE GATE
42" STEEL GUARDRAIL W/5' WIDE GATE
STEEL GUARDRAIL & HANDRAILS @ STAIR
5' -
0" 5
' - 0
"
CONCEPTUAL BUILDING & CODE EVALUATION INFORMATIONA- BUILDING AREA
- FIRST FLOOR = 21,600 SF.
- SECOND FLOOR = 3600 SF.
B- TYPE OF CONSTRUCTION
- TYPE II - B W/ FIRE SPRINKLER
C- OCCUPANCY TYPES ALLOWABLE BLDG. AREA ACTUAL AREA
"WAREHOUSE" = S-1
"MAINTENANCE" = F-1
"OFFICE/SUPPORT" = B
17,500 SF.
15,500 SF.
23,000 SF.
9,000 SF.+3600 (SECOND FLOOR)
9,000 SF.
3600 SF.
D- FIRE PROTECTION SYSTEM PROVIDED THROUGHOUT(NFPA 13 W/ FIRE PUMP) (REQUIRED DUE TO 903.2.9-4( FIRE AREA FOR STORAGE OF COMMERCIAL VEHICLES >5000 SF.)
E- OCCUPANCY SEPARATION - NOT REQUIRED PER TABLE 508.4
F- EGRESS (SEE PLAN) - OK
G- COMMON PATH OF TRAVEL - OK
G
G H I
J
J
STORAGE
BREAK / TRAINING WOMEN
LOCKERMENS LOCKER
HOUSE KEEPING
ELECT./ DATAWORK
OFFICE #1 OFFICE #2 OFFICE #3 MACHINE SHOP OFFICE
+/- 11' TALL BACK WALL
150' - 0" 60' - 0" 150' - 0"
STORAGE
TLT
14' X 14' O.H.DOOR
12' X 14' O.H.DOOR10' X 14'
O.H.DOOR
360' - 0"
BRIDGE CRANE
SHARED OFFICE
OFFICE
FIRE PROTECTION ENTRY
TRENCH DRAIN
SLO
PE T
O
DRAIN
SLOPE TO DRAIN
SLO
PE
TO
DRAIN
SLOPE TO DRAIN
SLO
PE T
O
DRAIN
SLO
PE
TO
DRAIN
SAND/OIL SEPARATOR
STEEL/CONCRETE PAN STAIRS
STEEL / CONCRETE PAN STAIRS
s
WAREHOUSE = 9000 SF.
OCCUPANCY = S-1
OCCUPANT LOAD = 18 OCCUPANTS(500 SF/OCC)
EGRESS = 1 EXIT REQUIRED(< 29 OCC) 2 EXITS PROVIDED)
(TABLE 1006.2.1)
MAINTENANCE = 9000 SF.
OCCUPANCY = F-1
OCCUPANT LOAD = 90 OCCUPANTS
EGRESS = 2 EXIT REQUIRED(> 49 OCC) 2 EXITS PROVIDED)
(TABLE 1006.2.1)
60' -
0"
OFFICE/ SUPPORT = 3600 SF.OCCUPANCY = BOCCUPANT LOAD = 36 OCCUPANTSEGRESS = 1 EXIT REQUIRED 3 EXITS PROVIDED
(TABLE 1006.2.1)
EXITEXIT
EXITEXIT
EXIT
EXIT EXITCONCRETESTAIR
24' - 0" 24' - 0" 12' - 0"
F.E.C.
F.E.C.
30' -
0"
30' -
0"
F.E.C.
EXTERIOR STAIRS ABOVE, SEE THE SECOND FLOOR PLAN & EXTERIOR ELEVATIONS / SECTIONS
THESE DRAWINGS AND THE DESIGNS HERE ILLUSTRATED ARE THE SOLE PROPERTY OF WILLIAMS & ASSOCIATES ARCHITECTURE INC. AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESS WRITTEN PERMISSION. COPYRIGHT ©
Pro
ject
Titl
e
Sheet Title
Sheet Number
project no.
date
revisions
drawn bydesigned by
WILLIAMS&
ASSOCIATES
ARCHIT ECTUREINC,.
125
E. C
olor
ado
Blvd
., Su
ite 2
A S
pear
fish,
Sou
th D
akot
a 5
7783
Phon
e (6
05) 6
42-2
009
I Fax
(605
) 642
-333
9
10 2 4
Verification Bar Scale: 1/4" = 1'-0"PLEASE USE THIS BAR SCALE TO CONFIRM THAT THE DIGITAL OR HARDCOPY REPRODUCTION OF THIS SHEET IS AT THE CORRECT SCALE
SOU
TH D
AKO
TA S
CIE
NC
E A
ND
TEC
HN
OLO
GY
AU
THO
RITY
16-242016-11-30
Author
FIRST & SECONDFLOOR PRELIMINARYCODE PLAN
-- -
LEA
D, S
OU
TH D
AK
OTA
SW
11/28/16
630
E . S
UM
MIT
STR
EET
SCALE: 1/16" = 1'-0"SECOND FLOOR.
2015 IBC CODE EVALUATIONSCALE: 1/16" = 1'-0"FIRST FLOOR
SECOND FLOOR AREA: 3,600 S.F.
TOTAL FIRST FLOOR BUILDING AREA: 21,600 S.F.N.T.S.
SURF Maintenance Building Concept DesignExterior Elevations
Page 10
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
53.17
53.17
63.17
63.17
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
TOP OF SIDEWALL-1120' - 0"
A B C D E F G H I J K L M N O P5
3.17
53.17
63.17
63.17
6ft X 6ft, TYPICAL
180' - 0"
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
GRADE BEYOND
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
GRADE BEYOND
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
TOP OF SIDEWALL-1120' - 0"
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
TOP OF SIDEWALL-1120' - 0"
16' -
0"
SCALE: 1/16" = 1'-0"NORTH ELEVATION
SCALE: 1/16" = 1'-0"SOUTH ELEVATION
SCALE: 1/16" = 1'-0"WEST ELEVATION
SCALE: 1/16" = 1'-0"EAST ELEVATION
SCALE: 1/8" = 1'-0"SECTION @ 2-STORY
SCALE: 1/8" = 1'-0"SECTION @ BRIDGE CRANE
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
53.17
53.17
63.17
63.17
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
TOP OF SIDEWALL-1120' - 0"
A B C D E F G H I J K L M N O P5
3.17
53.17
63.17
63.17
6ft X 6ft, TYPICAL
180' - 0"
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
GRADE BEYOND
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
GRADE BEYOND
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
TOP OF SIDEWALL-1120' - 0"
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
TOP OF SIDEWALL-1120' - 0"
16' -
0"
SCALE: 1/16" = 1'-0"NORTH ELEVATION
SCALE: 1/16" = 1'-0"SOUTH ELEVATION
SCALE: 1/16" = 1'-0"WEST ELEVATION
SCALE: 1/16" = 1'-0"EAST ELEVATION
SCALE: 1/8" = 1'-0"SECTION @ 2-STORY
SCALE: 1/8" = 1'-0"SECTION @ BRIDGE CRANE
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
53.17
53.17
63.17
63.17
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
TOP OF SIDEWALL-1120' - 0"
A B C D E F G H I J K L M N O P5
3.17
53.17
63.17
63.17
6ft X 6ft, TYPICAL
180' - 0"
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
GRADE BEYOND
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
GRADE BEYOND
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
TOP OF SIDEWALL-1120' - 0"
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
TOP OF SIDEWALL-1120' - 0"
16' -
0"
SCALE: 1/16" = 1'-0"NORTH ELEVATION
SCALE: 1/16" = 1'-0"SOUTH ELEVATION
SCALE: 1/16" = 1'-0"WEST ELEVATION
SCALE: 1/16" = 1'-0"EAST ELEVATION
SCALE: 1/8" = 1'-0"SECTION @ 2-STORY
SCALE: 1/8" = 1'-0"SECTION @ BRIDGE CRANE
N.T.S. N.T.S.
N.T.S.
N.T.S.
SURF Maintenance Building Concept DesignBuilding Sections
Page 11
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
5-- --
5-- --
6-- --
6-- --
HOT-DIPPED GALVANIZED SIDING & ROOF PANELS, TYPICAL
14' X 14' O.H. DOOR
14' X 14' O.H. DOOR
3' -
0"
5' -
0"
6' -
6"5
' - 0
"
TYP.6' - 0"
TYP.
12' -
0"
3' -
0"
5' - 0"
5'-0" X 5'-0" TYPICAL
P.E.M.B. STEEL STRUT & CANOPY, TYPICAL EACH ENTRY ROOF
RETAIN WALL
GUARDRAIL
8" 12"
8" 12"
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
TOP OF SIDEWALL-1120' - 0"
A B C D E F G H I J K L M N O P5
-- --
5-- --
6-- --
6-- --
6ft W X 4ft H, TYPICAL
4' -
0"
3' -
0"
11' -
0"
6' - 0"
RETAIN WALL
GUARDRAIL
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"GRADE
BEYOND
3' -
6"
10' X 14' O.H. DOOR
P.E.M.B. STEEL STRUT & CANOPY, TYPICAL EACH ENTRY ROOF
2" 12"
8" 12"
8" 12"
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"GRADE
BEYOND
12' X 14' O.H. DOOR
P.E.M.B. STEEL STRUT & CANOPY, TYPICAL EACH ENTRY ROOF
8" 12"
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
TOP OF SIDEWALL-1120' - 0"
5' - 0"
5' - 0"
P.E.M.B. STEEL STRUT & CANOPY, TYPICAL EACH ENTRY ROOF
12" CONCRETE WALL
12" CONCRETE PIERS, TYPICAL
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
TOP OF SIDEWALL-1120' - 0"
16' -
0"
5' - 0"
5' - 0"
12" CONCRETE WALL
11' -
0"
SCALE: N.T.S.NORTH ELEVATION
SCALE: N.T.S.SOUTH ELEVATION
SCALE: N.T.S.WEST ELEVATION
SCALE: N.T.S.EAST ELEVATION
SCALE: N.T.S.SECTION @ 2-STORY
SCALE: N.T.S.SECTION @ BRIDGE CRANE
THESE DRAWINGS AND THE DESIGNS HERE ILLUSTRATED ARE THE SOLE PROPERTY OF WILLIAMS & ASSOCIATES ARCHITECTURE INC. AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESS WRITTEN PERMISSION. COPYRIGHT ©
Pro
ject
Titl
e
Sheet Title
Sheet Number
project no.
date
revisions
drawn bydesigned by
WILLIAMS&
ASSOCIATES
ARCHIT ECTUREINC,.
125
E. C
olor
ado
Blv
d., S
uite
2A
Spe
arfis
h, S
outh
Dak
ota
577
83Ph
one
(605
) 642
-200
9 I F
ax (6
05) 6
42-3
339
10 2 4
Verification Bar Scale: 1/4" = 1'-0"PLEASE USE THIS BAR SCALE TO CONFIRM THAT THE DIGITAL OR HARDCOPY REPRODUCTION OF THIS SHEET IS AT THE CORRECT SCALE
SOU
TH D
AKO
TA S
CIE
NC
E A
ND
TEC
HN
OLO
GY
AU
THO
RITY
16-242016-11-30
Author
ELEVATIONS-SECTIONS
-- -- -
LEA
D, S
OU
TH D
AK
OTA
Designer
-
630
E . S
UM
MI T
ST R
EET
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
5-- --
5-- --
6-- --
6-- --
HOT-DIPPED GALVANIZED SIDING & ROOF PANELS, TYPICAL
14' X 14' O.H. DOOR
14' X 14' O.H. DOOR
3' -
0"
5' -
0"
6' -
6"5
' - 0
"
TYP.6' - 0"
TYP.
12' -
0"
3' -
0"
5' - 0"
5'-0" X 5'-0" TYPICAL
P.E.M.B. STEEL STRUT & CANOPY, TYPICAL EACH ENTRY ROOF
RETAIN WALL
GUARDRAIL
8" 12"
8" 12"
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
TOP OF SIDEWALL-1120' - 0"
A B C D E F G H I J K L M N O P5
-- --
5-- --
6-- --
6-- --
6ft W X 4ft H, TYPICAL
4' -
0"
3' -
0"
11' -
0"
6' - 0"
RETAIN WALL
GUARDRAIL
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"GRADE
BEYOND
3' -
6"
10' X 14' O.H. DOOR
P.E.M.B. STEEL STRUT & CANOPY, TYPICAL EACH ENTRY ROOF
2" 12"
8" 12"
8" 12"
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"GRADE
BEYOND
12' X 14' O.H. DOOR
P.E.M.B. STEEL STRUT & CANOPY, TYPICAL EACH ENTRY ROOF
8" 12"
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
TOP OF SIDEWALL-1120' - 0"
5' - 0"
5' - 0"
P.E.M.B. STEEL STRUT & CANOPY, TYPICAL EACH ENTRY ROOF
12" CONCRETE WALL
12" CONCRETE PIERS, TYPICAL
FINISH FLOOR LEVEL-1100' - 0"
SECOND FLOOR112' - 0"
TOP OF SIDEWALL-1120' - 0"
16' -
0"
5' - 0"
5' - 0"
12" CONCRETE WALL
11' -
0"
SCALE: N.T.S.NORTH ELEVATION
SCALE: N.T.S.SOUTH ELEVATION
SCALE: N.T.S.WEST ELEVATION
SCALE: N.T.S.EAST ELEVATION
SCALE: N.T.S.SECTION @ 2-STORY
SCALE: N.T.S.SECTION @ BRIDGE CRANE
THESE DRAWINGS AND THE DESIGNS HERE ILLUSTRATED ARE THE SOLE PROPERTY OF WILLIAMS & ASSOCIATES ARCHITECTURE INC. AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT EXPRESS WRITTEN PERMISSION. COPYRIGHT ©
Pro
ject
Titl
e
Sheet Title
Sheet Number
project no.
date
revisions
drawn bydesigned by
WILLIAMS&
ASSOCIATES
ARCHIT ECTUREINC,.
125
E. C
olor
ado
Blv
d., S
uite
2A
Spe
arfis
h, S
outh
Dak
ota
577
83Ph
one
(605
) 642
-200
9 I F
ax (6
05) 6
42-3
339
10 2 4
Verification Bar Scale: 1/4" = 1'-0"PLEASE USE THIS BAR SCALE TO CONFIRM THAT THE DIGITAL OR HARDCOPY REPRODUCTION OF THIS SHEET IS AT THE CORRECT SCALE
SOU
TH D
AKO
TA S
CIE
NC
E A
ND
TEC
HN
OLO
GY
AU
THO
RITY
16-242016-11-30
Author
ELEVATIONS-SECTIONS
-- -- -
LEA
D, S
OU
TH D
AK
OTA
Designer
-
630
E . S
UM
MI T
ST R
EET
SURF Maintenance Building Concept DesignExterior Perspective - View Looking Southwest
Page 12
SURF Maintenance Building Concept DesignExterior Perspective - View Looking Northeast
Page 13