maintenance shop concept design - sanford lab

Maintenance Shop

Concept Design

SURF Maintenance Building Concept Design

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

MILL STREET

HIGHWAY 85

VICINITY MAP / SITE ACCESS PLAN

SURF Maintenance Building Concept DesignVicinity Map

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

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

SURF Maintenance Building Concept DesignFloor Plan - First Floor East

10 TON BRIDGE CRANE

SURF Maintenance Building Concept DesignFloor Plan - Second Floor

SURF Maintenance Building Concept DesignCode Plan

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 ©

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FIRST & SECONDFLOOR PRELIMINARYCODE PLAN

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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

FINISH FLOOR LEVEL-1100' - 0"

SECOND FLOOR112' - 0"

53.17

53.17

63.17

63.17



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"



GRADE BEYOND



GRADE BEYOND







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



53.17

53.17

63.17

63.17





3.17

53.17

63.17

63.17

6ft X 6ft, TYPICAL

180' - 0"



GRADE BEYOND



GRADE BEYOND







16' -

0"









53.17

53.17

63.17

63.17





3.17

53.17

63.17

63.17

6ft X 6ft, TYPICAL

180' - 0"



GRADE BEYOND



GRADE BEYOND







16' -

0"







N.T.S. N.T.S.

N.T.S.

N.T.S.

SURF Maintenance Building Concept DesignBuilding Sections



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"





-- --

5-- --

6-- --

6-- --

6ft W X 4ft H, TYPICAL

4' -

0"

3' -

0"

11' -

0"

6' - 0"

RETAIN WALL

GUARDRAIL


SECOND FLOOR112' - 0"GRADE

BEYOND

3' -

6"

10' X 14' O.H. DOOR


2" 12"

8" 12"

8" 12"



BEYOND

12' X 14' O.H. DOOR


8" 12"




5' - 0"

5' - 0"


12" CONCRETE WALL

12" CONCRETE PIERS, TYPICAL




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


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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


RETAIN WALL

GUARDRAIL

8" 12"

8" 12"





-- --

5-- --

6-- --

6-- --

6ft W X 4ft H, TYPICAL

4' -

0"

3' -

0"

11' -

0"

6' - 0"

RETAIN WALL

GUARDRAIL



BEYOND

3' -

6"

10' X 14' O.H. DOOR


2" 12"

8" 12"

8" 12"



BEYOND

12' X 14' O.H. DOOR


8" 12"




5' - 0"

5' - 0"


12" CONCRETE WALL

12" CONCRETE PIERS, TYPICAL




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


Pro

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Sheet Number

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drawn bydesigned by

WILLIAMS&

ASSOCIATES

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125

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Author

ELEVATIONS-SECTIONS

-- -- -

LEA

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Designer

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630

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UM

MI T

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SURF Maintenance Building Concept DesignExterior Perspective - View Looking Southwest

SURF Maintenance Building Concept DesignExterior Perspective - View Looking Northeast

maintenance shop concept design - sanford lab

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