S-FD-S-801.10.IFC.10.01.pdf

11332

ALEX R.

WEIERS

R

EG

IS

TE

RED PROFESSIONAL ENG

IN

E ER

REG. NO.

S

O

U TH D A KO

T

A

DATE:

EQUIPMENT

(REF PLAN)

KE

YN

O

TE

S R

EF

P

LA

N

[0 .0 m

3"

C

LR

REF CIVIL SITE PLANMAT ELEV

REF PLAN

1" RADIUS BULLNOSE

EQUIPMENT- COORDINATE

UTILITY SLEEVES WITH

FIELD PIPING/CONDUIT

(REF MECH/ELEC)

[0 .4 m

1'

6"

M

IN

[0 .1 m

6"

PROPERLY COMPACTED

EXISTING SUBGRADE SOILS OR

ENGINEERED FILL AS APPROVED

BY TESTING SERVICE (REF 312000

EARTHMOVING SPEC FOR

ADDITIONAL REQUIREMENTS)

3" THICK TYPE V EXTRUDED

POLYSTYRENE (XPS) RIGID INSULATION-

REFERENCE S-002

6"(MIN) GRAVEL/DRAINAGE

COURSE, NON-FROST

SUSCEPTIBLE LAYER

#6 L-BAR @ 10"OC

4'-0" (MIN)

EQUIPMENT ANCHORAGE TO MAT

FOUNDATION- COORDINATE

REQUIREMENTS WITH

EQUIPMENT SUPPLIER & EOR

11/10/2023

TOC

REF PLAN

IJ W/ SEALANT & BACKER ROD

[0 .0 m

3"

C

LR

PAVEMENT SECTION-

REF CIVIL PLANS

REMOVABLE BOLLARD W/ SLEEVE

SHOWN. REF CIVIL SHEETS C-201 &

C-802 FOR ADDITIONAL INFORMATION

& DETAILS. OWNER TO SELECT

LOCATIONS FOR REMOVABLE VERSUS

NON-REMOVABLE BOLLARDS.

(4)#5 X 24" @ 45º (T&B) @

BOLLARD (8 TOTAL BARS)

MAT ELEV

REF PLAN

10" TYP

REF PLANS & KEYNOTES FOR

THICKNESS & REINFORCEMENT

ST

AN

D

AR

D

" E M

BE

D

[0 .1 m

6"

1" RADIUS BULLNOSE

PROPERLY COMPACTED EXISTING SUBGRADE

SOILS OR ENGINEERED FILL AS APPROVED BY

TESTING SERVICE (REF 312000 EARTHMOVING

SPEC FOR ADDITIONAL REQUIREMENTS)

3" THICK TYPE V EXTRUDED

POLYSTYRENE (XPS) RIGID

INSULATION- REFERENCE S-002

#6 L-BAR @ 10"OC

4'-0" MIN

6"(MIN) GRAVEL/DRAINAGE

COURSE, NON-FROST

SUSCEPTIBLE LAYER

[0 .4 m

1'

6"

(2)L4"X4"X1/4" X 0'-6" W/ (2)3/4"Ø A325

BOLTS EA LEG

BEAMS- REF PLAN

3/16"

TYP

1/4"

1/4" KICK PLATE & 1/4” COLUMN CAP (BEYOND)

COLUMN- REF PLAN

3/4"X10"X10" BASE PLATE

W/(4) 3/4"Ø X 12" EMBED AB

ATOP 1-1/2" NSNM GROUTTO PIER

FIELD VERIFY

5' -0

" B

EL

O W

G R

AD

E

[0 .1 m

6"

#4 TIES @ 12" OC

(8) #6 VERTS

(3) #4 TIES IN TOP 9" OF PIER

REF PLAN

BAR GRATE- REF PLAN

[0 .1 m

4"

RAILING- REF ARCH

DOUBLE ANGLE BEAM-TO-BEAM

TYPICAL CONNECTIONS

TO BAR GRATE

REF PLAN

3/ 4"

EXISTING/PROPOSED

GROUND ELEVATION-

REF CIVIL

1/4" X 4" X 0'-6" TAB PL W/

(2)3/4"Ø A325N BOLTS

NOTE: ALL STEEL TO BE GALVANIZED

1/2"

1/4"X8"X8" BASE PLATE

W/(4) 3/8"⌀ X 2 1/2" EMBED AB

USE HILTI HUS EZ OR EQUAL

L3"X3"X1/4"

SU

PP

LI

ER

IN

ST

AL

LE

R

VE

R

IF

Y

W / E

Q

UI

PM

EN

T

3/16" 3"

GENERAL NOTES:

- SPACE PIPE STANDS @ 8'-0" (MAX)

- NO MORE THAN 3 PIPES PER PIPE STAND

- SPACE PIPE STANDS A MINIMUM OF 2'-0" FROM BUILDING

- ALL STEEL SHALL BE GALVANIZED

1/4"X8"X8" BASE PLATE

W/(4) 3/8"⌀ X 2 1/2" EMBED AB

USE HILTI HUS EZ OR EQUAL

L3"X3"X1/4"

3/16" 3"

MULTIPLE PIPES ON PIPE STAND SINGLE PIPE ON PIPE STAND

PIPE W/INSULATION

(REF PROCESS PIPE DWGS)

U BOLT

1/2" IJ W/ SEALANT & BACKER ROD

[0 .0 m

3"

C

LR

MAT ELEV

REF PLAN

REF PLANS & KEYNOTES FOR

THICKNESS & REINFORCEMENT

A

EXISTING

WAREHOUSE

FOUNDATION-

FIELD VERIFY

EXISTING

WAREHOUSE

WALL (FRAME

AS OCCURS)

REF 5/S-801

#6 L-BAR @ 10"OC

REINFORCED CAST-IN-PLACE CONCRETE

FOUNATION PAD- REF PLANS & KEYNOTES

3/4" CHAMFER

TOC ELEV

6" ABOVE GRADE

PROPERLY RECOMPACTED EXISTING

SUBGRADE SOILS OR ENGINEERED FILL AS

APPROVED BY GEOTECH/TESTING SERVICE

[0 .1 m

6"

[0 .0 m

2"

(M

IN

[0 .1 m

6"

[0 .3 m

1'

0"

NON-FROST SUSCEPTIBLE FILL

2" THICK TYPE IV (TYPE V, VI, VII ALSO

ACCEPTABLE) EXTRUDED

POLYSTYRENE (XPS) RIGID INSULATION

6"(MIN) GRAVEL/SAND DRAINAGE

COURSE LAYER

[0.30 m]

1' - 0" 4'-0" (TYP)

#5 CONT NOSING BAR

(2)#5 CONT [0

.1 m

6"

#4 L-BAR @ 12"OC

BEAMS- REF PLAN

1/4" KICK PLATE

COLUMN- REF PLAN &

4/S-801 FOR PIER DETAIL

BAR GRATE- REF PLAN

[0 .1 m

4"

RAILING- REF ARCH

TO BAR GRATE

REF PLAN

1/4" STIFFENER PLATE @ OUTSIDE

OF PERIMETER BEAMS ONLY

3/4" COLUMN CAP PLATE

W/ (4)3/4"Ø A325 BOLTS

1/4"

DOUBLE ANGLE PURLIN

CONNECTIONS (REF 4/S-801)

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

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1115-1-6J S-FD-S-801

SURFACE

LBNF - FSCF - BSI

TMH

ARW

ARW TSP

STRUCTURAL

DETAILS

TSP

TSP

AS NOTED

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

TYPICAL EQUIPMENT MAT

FOUNDATION

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

EQUIPMENT MAT

FOUNDATION W/ BOLLARD

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

4ROSS DRY PLATFORM

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

3EXTERIOR PIPE SUPPORT

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

EQUIPMENT MAT

FOUNDATION AT EXIST

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

TRANSFORMER FROST

PROTECTED CONCRETE

PAD 10

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

ROSS DRY PLATFORM

CONT BEAM/COL 10

2 11/16/18 60% FD SUBMISSION

3 02/22/19 90% FD SUBMISSION

4 05/03/19 100% FD SUBMISSION

5 07/24/19 100% FD UPDATE

6 08/21/20 90% DRAFT FD UPDATE

7 10/01/20 90% FD UPDATE

8 11/20/20 100% FD UPDATE

9 05/21/21 ISSUED FOR CONSTRUCTION - BSI HEADFRAME HEATERS

10 03/17/23 ADDENDUM 3

11 11/10/23 ISSUED FOR CONSTRUCTION