S-FD-A-104.09.IFC.09.01.pdf

BRADLEY RYAN

MITZELFELT

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15208

DATE:

ELECTRICAL RM

PURITY CHECK RM

3'-0" x 7'-0" x

EQUIPMENT,

REF. ELECTRICAL

CONCRETE EQUIPMENT

PAD, REF. STRUCTURAL,

REF. CIVIL

A-104 2

A-104

PROVIDE 18"X6" APERTURE & SLEEVE

THROUGH FACADE FOR EXPERIMENT

PIPEWORK. PROVIDE WATER AND AIR TIGHT

FLASHINGS / HOOD ON EXTERNAL SIDE &

DEMOUNTABLE PANEL ON INTERNAL SIDE

ZONE FOR FUTURE WALL MOUNTED RACKS.

PROVIDE PLYWOOD FROM 12" ABOVE FLOOR

TO CEILING LEVEL

OWNER FURNISHED DESK / CHAIR

LANDING

STAIR

1 1/2"D HANDRAIL @ 36" AFF.

PROVIDE 12" EXTENSIONS AT TOP

AND BOTTOM OF RUN

1 1/2"D HANDRAIL @ 36" AFF W/

1 1/2"D GUARDRAIL @ 42" AFF.

PROVIDE 12" EXTENSIONS AT

BOTTOM OF RUN

3'-0" x 7'-0"

1' - 4"

2'

1'

0"

4'

4' - 6" 8' - 0"

/2

/2

ARGON FILL STATION CONC PAD

5355'-3"

PURITY CHECK FLOOR

5356'-7"

MINIMUM 8' CLEAR HEIGHT

THROUGHOUT ROOM

ARGON FILL STATION CONC PAD

5355'-3"

PURITY CHECK FLOOR

5356'-7"

CENTER IN WALL A 5'-0" WIDE

x 3'-0" HIGH OPERABLE

WINDOW

11/10/2023

TSP, Inc.

600 Kansas City St.

Rapid City, SD 57701 phone: (605) 343-6102 fax: (605) 343-7159 www.teamtsp.com

Arup USA Inc

77 Water Street, New York NY 10005, T 212 896 3000 www.arup.com

DRAWING NO.

SCALE:

REV.

REVISIONS

DESIGNED

DRAWN

CHECKED

DESCRIPTIONDATEREV.

Fermilab Long-Baseline Neutrino Facility

/1 /2

/9

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1015-1-6J S-FD-A-104

SURFACE

LBNF - FSCF - BSI

BRM

ARW/BEJ

ARW/BEJ TSP

ARCHITECTURAL

PURITY CHECK BUILDING PERFORMANCE

DESIGN DRAWINGTSP

TSP

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

PURITY CHECK BUILDING PLAN

PLAN

NORTH

E

S

W

GENERAL NOTES MATERIALS NOTES: STRUCTURAL NOTES:

1. ELECTRICAL EQUIPMENT, INCLUDING BUILDING ELECTRICAL SERVICE IS

SHOWN ON S-FD-E-501.

2. PROVIDE CONVENIENCE RECEPTACLES AS SHOWN ON S-FD-E-501.

3. PROVIDE LIGHTING AND CONTROLS AS SHOWN ON S-FD-E-401.

1. ROOM ENVIRONMENTAL CONDITIONS TO BE MAINTAINED BETWEEN 60 DEG F AND 80 DEG F, NO HUMIDITY CONTROL REQUIRED.

2. PROVIDE OPERABLE WINDOWS FOR VENTILATION.

3. PROVIDE MULTI-ZONE HEAT PUMP UNIT WITH LOW AMBIENT KIT AND ELECTRIC BACKUP HEAT FOR WINTER OPERATION. EACH ROOM SHALL RECIEVE A DEDICATED INDOOR FAN COIL UNIT. EQUIPMENT SHALL BE CAPABLE OF MAINTAINING INTERIOR CONDITIONS LISTED ABOVE BASED ON ASHRAE CLIMATE DATA FOR LEAD, SD. (BASIS OF DESIGN AMBIENT CONDITIONS: -15°F FOR HEATING, 96.7°F FOR COOLING)

4. ASSUME INTERNAL HEAT GAIN FROM EQUIPMENT OF 2KW (6800 BTU). ASSUME INTERNAL HEAT GAIN TO ELECTRICAL ROOM FROM

TRANSFORMER OF 2.8KW (9,600 BTU).

5. TEMPERATURE CONTROL SHALL BE BY WAY OF LOCALIZED THERMOSTATS AND FACTORY PROVIDED CONTROLLER.

ELECTRICAL NOTES: MECHANICAL NOTES:

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

PURITY CHECK BUILDING NORTH

ELEVATION

1. FINAL DESIGN TO BE COMPLETED BY DESIGN-BUILD CONTRACTOR WHO

WILL PROVIDE ARCHITECTURE, STRUCTURE, MEP DRAWINGS AND WILL

SUBMIT THESE TO FRA, THE ENGINEER AND THEN A FINAL SET OF

DRAWINGS TO THE LEAD BUILDING DEPARTMENT FOR REVIEW.

2. BUILDING TO BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING

CODES & STANDARDS: 2018 INTERNATIONAL BUILDING CODE (IBC).

3. BUILDING TO SIT ON & BE TIED IN TO THE CONCRETE EQUIPMENT PAD.

4. COORDINATE INCOMING UTILITY POSITIONS AND CONFIGURATION WITH

THE CM/GC.

5. BUILDING IS INTENDED TO BE CONSTRUCTED FOR MINIMUM 30 YEAR

LIFESPAN.

1. ROOF TO BE STANDING SEAM METAL ROOF PANEL SYSTEM.

PROVIDE 2:12 TO 3:12 MONOSLOPE ROOF.

2. EXTERNAL WALLS TO BE CLAD IN INSULATED METAL SANDWICH PANELS.

CLADDING COLOR TO MATCH EXISTING WAREHOUSE. PROVIDE RENDERED

CMU AT BASE.

3. EXTERNAL DOORS TO BE PROVIDED WITH ACCESS CONTROL WITH

SOFTWARE HOUSE ISTAR AS PER SPECIFICATION. COORDINATE

PROGRAMMING OF READERS WITH SDSTA.

4. FLOORING TO BE VINYL FLOOR TILE.

5. INTERNAL WALLS TO BE FINISHED WITH GYPSUM BOARD. WALLS

CONTINUOUS THERMAL INSULATION TO COMPLY WITH REQUIREMENT OF

IECC (VERSION 2009). PAINT TO MATCH INTERIOR OF EXISTING WAREHOUSE.

1. ROOF CONSTRUCTION TO BE PLYWOOD OR OSB SHEATHING SUPPORTED BY COLD-FORMED LIGHT GAUGE STEEL RAFTERS OR WOOD DIMENSION LUMBER OR ENGINEERED WOOD RAFTERS. ALTERNATIVELY, ROOF

STRUCTURE MAY BE STRUCTURAL STEEL FRAMING WITH STEEL ROOF DECK.

THE ROOF SHALL BE DESIGNED TO SUPPORT THE FOLLOWING SNOW LOAD CRITERIA:

GROUND SNOW LOAD Pg = 56 PSF FLAT ROOF SNOW LOAD Pf = 40 PSF SNOW EXPOSURE FACTOR Ce = 1.0

SNOW LOAD IMPORTANCE FACTOR I = 1.0

THERMAL FACTOR Ct = 1.0

PLUS APPLICABLE SLIDING, DRIFTING AND UNBALANCED SNOW LOAD INCREASES

2. EXTERIOR WALLS TO BE STEEL STUD AND/OR CMU BEARING WALL CONSTRUCTION.

3. FLOOR CONSTRUCTION TO BE T&G PLYWOOD OR OSB DECKING SUPPORTED BY COLD-FORMED LIGHT GAUGE

STEEL FLOOR JOISTS OR WOOD DIMENSION LUMBER OR ENGINEERED WOOD JOISTS.

THE FLOOR SHALL BE DESIGNED TO SUPPORT THE FOLLOWING LIVE LOAD CRITERIA:

OFFICE FLOORS - 50 PSF

CORRIDOR AND STAIR LIVE LOAD - 100 PSF

CONCENTRATED LOADS AS SHOWN IN IBC TABLE 1607.1 SHALL BE ADDED TO THE UNIFORM LOADS

SHOWN ABOVE.

4. THE BUILDING SHALL BE DESIGNED TO RESIST LATERAL LOADS DUE TO WIND/SEISMIC BASED ON THE

FOLLOWING CRITERIA:

WIND LOADS: ULTIMATE WIND SPEED = 115 MPH, RISK CATEGORY II (ASCE 7), WIND EXPOSURE = C

SEISMIC LOADS: RISK CATEGORY II (ASCE 7), SITE CLASS C, IMPORTANCE FACTOR = 1.00

SPECTRAL RESPONSE COEFFICIENTS

SS (0.2 SEC)= 0.160g S1 (1.0 SEC)= 0.044g

SEISMIC DESIGN CATEGORY = B (PER CITY OF LEAD)

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

PURITY CHECK BUILDING WEST

ELEVATION

1/4"=1'-0"

0 4 8

SCALE FEET

1 07/27/18 30% FD SUBMISSION

2 11/16/18 60% FD SUBMISSION

3 02/22/19 90% FD SUBMISSION

4 05/03/19 100% FD SUBMISSION

5 08/21/20 90% DRAFT FD UPDATE

6 10/01/20 90% FD UPDATE

7 11/20/20 100% FD UPDATE

8 05/21/21 ISSUED FOR CONSTRUCTION - BSI HEADFRAME HEATERS

9 03/17/23 ADDENDUM 3

10 11/10/23 ISSUED FOR CONSTRUCTION