Attach_JA3_Coal_Car_Shaker_Drawings_22x34.pdf

CLEAN

CONCRETE

DISPOSAL SITE

DWG

DRAWING TITLE

SCALE

GOVERNING CODES:

2012 INTERNATIONAL BUILDING CODE - IBC

2014 NATIONAL ELECTRICAL CODE

2012 INTERNATIONAL MECHANICAL CODE

RISK CATEGORY: IV (ESSENTIAL FACILITIES)

AUTHORITY HAVING JURISDICTION

EIELSON AIR FORCE BASE

T100

APPROXIMATELY 8.0 MILES TO CONCRETE

BATCH PLANT AND 11.4 MILES TO

ASPHALT PLANT FROM PROJECT SITE.

ASPHALT STOCK PILE

ASBESTOS LANDFILL SITE

THUNDERBOLT DRIVE

INDUSTRIAL DRIVE

FLIGHTLINE AVENUE

FLIGHTLINE AVENUE

CH&PP

Q U

A R

R Y

R O

A D

Attachment JA-3 Solicitation Number FA5004-15-B-C006

GENERAL STRUCTURAL NOTES STATEMENT OF SPECIAL INSPECTIONS

C.

1. CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS TO MATCH NEW CONSTRUCTION TO EXISTING

CONSTRUCTION.

2. THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION

OF THESE ITEMS).

3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SCAFFOLDING, BRACING AND SHORING.

4. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOADS SHALL NOT EXCEED THE

DESIGN LIVE LOAD.

5. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH

THE APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.

6. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS.

WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL AND STRUCTURAL

DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT. DO NOT USE SCALED

DIMENSIONS.

8. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE

GREATER REQUIREMENTS SHALL GOVERN.

9. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF A PROFESSIONAL

ENGINEER REGISTERED IN THE PROJECT STATE.

THE FOLLOWING STRUCTURAL ITEMS REQUIRE SPECIAL INSPECTION PER IBC SECTION 1704. THESE INSPECTIONS SHALL BE PERFORMED BY A SPECIAL INSPECTOR APPROVED BY THE CONTRACTING OFFICER TO PERFORM THE TYPES OF INSPECTIONS SPECIFIED. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR INSPECTION AND

TESTING THAT ARE NOT PART OF SPECIAL INSPECTIONS.

HIGH-STRENGTH

BOLTING

B.

1. ALL STRUCTURAL STEEL WIDE FLANGE MEMBERS AND CHANNELS SHALL BE ASTM A572 - GRADE 50 (Fy = 50

KSI) OR A992.

2. SQUARE/ RECTANGULAR HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500 GRADE B (Fy = 46 KSI).

3. ROUND PIPES SHALL CONFORM TO ASTM A53 GRADE B (Fy = 35 KSI).

4. ANGLES AND PLATES SHALL BE ASTM A36 (Fy = 36 KSI).

5. ALL STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST EDITION

OF THE AISC STEEL CONSTRUCTION MANUAL.

6. WELDING SHALL BE PERFORMED WITH E70XX ELECTRODES. WELDING SHALL BE DONE BY QUALIFIED

WELDERS AND SHALL CONFORM TO THE AWS D1.1 STRUCTURAL WELDING CODE-STEEL, LATEST EDITION.

ALL WELDS ARE INTENDED TO BE CONTINUOUS UNLESS NOTED OTHERWISE.

7. FIELD WELDS NOTED THROUGHOUT THE CONTRACT DOCUMENTS ARE ACCEPTABLE LOCATIONS FOR FIELD

WELDING. AT THE CONTRACTOR'S OPTION, FIELD WELDS MAY BE PERFORMED IN THE SHOP.

8. BOLTED CONNECTIONS SHALL BE ACCOMPLISHED WITH ASTM A325, A490, F1852 OR F2280 HIGH-STRENGTH

BOLTS IN STANDARD HOLES UNLESS NOTED OTHERWISE.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND

SEQUENCES WITH REGARD TO TEMPERATURE DIFFERENTIALS.

10. STRUCTURAL STEEL THAT IS PART OF THE SEISMIC FORCE RESISTING SYSTEM (AS INDICATED ON THE

DRAWINGS) SHALL CONFORM TO THE FOLLOWING ADDITIONAL REQUIREMENTS:

i. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDING PROCEDURE SPECIFICATION

(WPS) AS REQUIRED IN AWS D1.1 AND APPROVED BY THE ENGINEER OF RECORD. THE WPS

VARIABLES SHALL BE WITHIN THE PARAMETERS ESTABLISHED BY THE FILLER METAL

MANUFACTURER.

ii. WELD/FILLER METAL IN COMPLETE PENETRATION WELDS SHALL HAVE A MINIMUM CVN

TOUGHNESS OF 20 FT*LBS AT -20 DEGREES F.

iii. WELD METAL USED IN FIELD WELDING BRACES SHALL HAVE A MINIMUM CVN TOUGHNESS OF 20

FT*LBS AT -20 DEGREES F.

iv. PLATES 1 1/2" THICK OR THICKER AND SECTIONS WITH FLANGES 1 1/2" OR THICKER SHALL HAVE

A MINIMUM CVN TOUGHNESS OF 20 FT*LBS AT 70 DEGREES F.

v. ALL BOLTS SHALL BE FULLY TENSIONED, SLIP-CRITICAL BOLTS. ALL FAYING SURFACES SHALL BE

PREPARED AS REQUIRED FOR CLASS A OR BETTER SLIP-CRITICAL JOINTS.

11. NON-SHRINK GROUT SHALL BE 5,000 PSI DAYTON SUPERIOR 1107 ADVANTAGE GROUT OR EQUIVALENT.

12. ALL STEEL ELEMENTS TO BE PAINTED SAFETY YELLOW.

A.

1. BUILDING CODE....................................................................................... 2012 IBC (INTERNATIONAL BUILDING CODE) GOVERNING JURISDICTION................................................................... EIELSON AIR FORCE BASE

2. LIVE LOADS:

EQUIPMENT WEIGHT....................................................................... 13,000 LB

3. SNOW LOADS:

NOT APPLICABLE

4. WIND LOADS:

NOT APPLICABLE

5. SEISMIC LOADS:

SS.............................................................................................. .......... 0.96 S1......................................................................................................... 0.37 SDS...................................................................................................... 0.716 SD1....................................................................................................... 0.412 SOIL SITE CLASS.............................................................................. D SEISMIC DESIGN CATEGORY......................................................... D IMPORTANCE FACTOR.................................................................... 1.5 EQUIPMENT TYPE............................................................................ OTHER MECHANICAL AND ELECTRICAL EQUIPMENT

NOT SPECIFICALLY LISTED IN ASCE 7-10, TABLE 13.6-1,

FOR FLEXIBLE AND FLEXIBLE ATTACHED COMPONENTS

R......................................................................................................... 1.5 AP........................................................................................................ 2.5 FP........................................................................................................ 17,867 LB ANALYSIS PROCEDURE.................................................................. EQUIVALENT LATERAL FORCE METHOD

100% INSPECTION OF FIELD-BOLTED CONNECTIONS

USING HIGH-STRENGTH BOLTS.

WELD SYMBOL SEE PARTICULAR USAGE FOR DETAILS

& AND

@ AT

AB ANCHOR BOLT

ABV ABOVE

ADJ ADJUSTABLE, ADJUST

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

AHR ANCHOR, ANCHORAGE

APPROX APPROXIMATE

ARCH ARCHITECTURE, ARCHITECTURAL

ASTM AMERICAN SOCIETY OF TESTING AND

MATERIALS

BC BOLT CIRCLE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BLW BELOW

BM BEAM

BOT BOTTOM

BO BOTTOM OF

BP BASE PLATE

BRG BEARING

BSMT BASEMENT

BTWN BETWEEN

C CHANNEL SECTION

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CON JT CONSTRUCTION JOINT

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS, CONTINUED

CONTR CONTRACTOR

COORD COORDINATE

CP COMPLETE PENETRATION

CTR CENTER

CTSK COUNTERSUNK

DB DIAPHRAGM BOUNDARY

DBL DOUBLE

DEMO DEMOLITION

DIA DIAMETER

DIAG DIAGONAL

DICA DRILLED-IN-CONCRETE ANCHOR

DIM DIMENSION

DIMA DRILLED-IN-MASONRY ANCHOR

DL DEAD LOAD

DN DOWN

DO DITTO

DET DETAIL

DWG DRAWING

(E) EXISTING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

ELEC ELECTRICAL, ELECTRIC

EL ELEVATION

ENGR ENGINEER

EOC EDGE OF CONCRETE

EQ EQUAL, EARTHQUAKE

EQUIP EQUIPMENT

EXP EXPANSION

EXT EXTERIOR

EW EACH WAY

FB FLAT BAR

FD FLOOR DRAIN

FDN FOUNDATION

FF FINISHED FLOOR

FIN FLR FINISH FLOOR

FO FACE OF

FOBM FACE OF BEAM

FOC FACE OF CONCRETE

FOS FACE OF STEEL

FRMG FRAMING

FS FAR SIDE

FT OR ' FOOT OR FEET

FTG FOOTING

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GLB GLUE LAMINATED BEAM

GR GRADE

GSN GENERAL STRUCTURAL NOTES

GWB GYPSUM WALLBOARD

HLDN HOLD-DOWN

HGALV HOT-DIP GALVANIZED

HDR HEADER

HORIZ HORIZONTAL

HGT HEIGHT

HSL HORIZONTAL LONG SLOTTED HOLES

IAW IN ACCORDANCE WITH

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IN OR " INCH

INCL INCLUDE

INSUL INSULATION, INSULATE

INT INTERIOR

INTMD INTERMEDIATE

JST JOIST

JT JOINT

K KIPS

KSI KIPS PER SQUARE INCH

L ANGLE

LG LONG, LENGTH

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LONG LONGITUDINAL

MATL MATERIAL

MAX MAXIMUM

MC MOMENT CONNECTION, MISC.

CHANNEL

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MH MANHOLE

MID MIDDLE

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED

MTL METAL

(N) NEW

NFS NON-FROST-SUSCEPTIBLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

PRL PARALLEL

PCC PRE-CAST CONCRETE

PEJ PRE-MOLDED EXPANSION JOINT

PERIM PERIMETER

PERP PERPENDICULAR

PL PLATE

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT, PRESSURE TREATED

QTY QUANTITY

R RADIUS, REACTION

REF REFERENCE, REFER

REINF REINFORCED

REQD REQUIRED

REV REVISION

RMV REMOVE

RM ROOM

RO ROUGH OPENING

SCHED SCHEDULE

SECT SECTION

SH PL SHEAR PLATE

SH SHEET

SIM SIMILAR

SL SNOW LOAD

SLP SLOPE

SOG SLAB-ON-GRADE

SPCG SPACING

SPEC SPECIFICATION

SQ SQUARE

SSH SHORT SLOTTED HOLE

SST STAINLESS STEEL

STD STANDARD

STFNR STIFFENER

STL STEEL

STOR STORAGE

STRUCT STRUCTURE, STRUCTURAL

SYMM SYMMETRICAL

T TOP

TEMP TEMPORARY

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

THK THICK, THICKNESS

THRU THROUGH

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOD TOP OF DECK

TOS TOP OF STEEL

TOW TOP OF WALL

TRANSV TRANSVERSE

TS TUBE STEEL

TSW TOP SEAM WELD

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VERIF VERIFY

VSL VERTICAL SLOTTED HOLE

W/ WITH

W/O WITHOUT

W WIDE FLANGE, WIDE, WIDTH

WD WOOD

WHS WELDED HEADED STUD

WJ WALL JOINT

WP WORK POINT, WATER

PROOFING

WWM WELDED WIRE MESH

S

(E) W18 TROLLEY BEAM

TO BE REMOVED.

(E) LATERAL BRACING TO REMAIN.

S100

EXISTING BEAM AND COLUMNS TO REMAIN.

(E) W10 COLUMN TO REMAIN.

EXTENTS OF WORK AREA.

EXISTING CONTROL PLATFORM TO

REMAIN. REMOVE NON OSHA

COMPLIANT GUARDRAIL.

REMOVE EXISTING SHAKER

AND TURN OVER TO CH&PP

FOR STORAGE.

REMOVE AND DISPOSE OF EXISTING

TROLLEY ASSEMBLY AND ALL

ASSOCIATED ACCESSORIES.

REMOVE AND DISPOSE OF EXISTING TROLLEY

SUPPORT BEAM. LEAD BASED PAINT PRESENT IN

CONNECTION. HAZARDOUS MATERIALS NOTE 1.

REMOVE AND DISPOSE OF EXISTING

BEAM-TO-BEAM CONNECTION. REMOVE

BOLTS WITHOUT DAMAGING REMAINING

BEAM. LEAD BASED PAINT PRESENT IN

CONNECTION. SEE HAZARDOUS

MATERIALS NOTE 1.

REMOVE AND DISPOSE OF EXISTING BEAM-TO-COLUMN

CONNECTION. REMOVE BOLTS WITHOUT DAMAGING

COLUMN. LEAD BASED PAINT PRESENT IN

CONNECTION. SEE HAZARDOUS MATERIALS NOTE 1.

TAKE APPROPRIATE PRECAUTIONS TO

ENSURE EXISTING CONVEYOR SYSTEM

AND CATWALK ARE NOT DAMAGED

DURING DEMO AND CONSTRUCTION.

REMOVE EXISTING NON OSHA COMPLIANT

GUARDRAIL AND TOE PLATE. LEAD BASED

PAINT PRESENT. SEE HAZARDOUS

MATERIALS NOTE 1.

REMOVE EXISTING NON OSHA COMPLIANT HANDRAIL. LEAD

BASED PAINT PRESENT. SEE HAZARDOUS MATERIALS NOTE 1.

DO NOT DAMAGE EXISTING STAIRS AND STRINGERS

DURING DEMOLITION AND CONSTRUCTION.

DO NOT DAMAGE EXISTING PLATFORM OR SUPPORTS

DURING DEMOLITION AND CONSTRUCTION.

S100

DEMOLITION - PLAN VIEW

NOT TO SCALE

S100

DEMOLITION - SECTION VIEW

NOT TO SCALE

GENERAL NOTES

1. DEMOLITION AND CONSTRUCTION SHALL TAKE PLACE WHILE THE

THAW SHED IS NOT IN USE. CONTRACTOR TO COORDINATE WITH

USERS TO DETERMINE AVAILABLE TIMES.

2. DEMOLITION AND CONSTRUCTION SHALL NOT INTERFERE WITH

THAW SHED FUNCTIONALITY OR OPERATION. CONTRACTOR

SHALL TAKE CARE TO NOT DAMAGE ANY BUILDING ELEMENTS

NOT SPECIFICALLY LISTED FOR DEMOLITION.

S

HAZARDOUS MATERIALS NOTES

1. LEAD BASED PAINT IS PRESENT IN THE STEEL BEAMS AND

COLUMNS. CONTRACTOR TO USE SAFE WORK PRACTICES, FULL

ABATEMENT IS NOT INTENDED. PROPER DISPOSAL OF

MATERIALS IS REQUIRED. SEE SPECIFICATION SECTIONS 01 14 00

AND 02 83 00.

2. CONTRACTOR IS TO TAKE NECESSARY PRECAUTIONS TO

PROTECT WORKERS WHEN DISTURBING COAL DUST. USE SAFE

WORK PRACTICES.

3. HAZARDOUS MATERIALS ASSESSMENT REPORT IS PROVIDED

UNDER SPECIFICATION 02 83 00

W14X90 TROLLEY SUPPORT BEAM

(E) LATERAL BRACING

S200

EXISTING BEAM AND COLUMNS.

(E) W10 COLUMN

INSTALL NEW W14X90 TROLLEY BEAM.

STENCIL LOAD RATING ON BEAM IN

CONTRASTING COLOR. LETTERS TO BE 10"

TALL ARIAL FONT. CENTER LETTERS ON

BEAM WEB. BEAM RATED FOR 15,000 LB.

APPROX 39'-1 3/4"

TO CENTERLINE OF SUPPORTS

FIELD VERIFY

S200

S200

S200

INSTALL TOP FLANGE BRACE AT

THREE LOCATIONS. MATCH

EXISTING TOP FLANGE BRACES.

UTILIZE EXISTING BOLT HOLES IN

BUILDING BEAM FOR NEW

BEAM-TO-BEAM CONNECTION. TWO

BOLTS PER SIDE, TOTAL FOUR BOLTS

THROUGH BEAM WEB. BOLTS TO BE

MIN 3/4" DIA A325 BOLTS WITH 28 KIP

BOLT PRETENSION.

FOUR 3/4" DIA A325 BOLTS. MINIMUM BOLT

PRETENSION: 28 KIP. BOLT HOLES TO BE

HORIZONTAL SHORT SLOTTED HOLES.

6" 2"

2"

6" 2"2"

A

PP

R O

X 3"

FI

E

LD

V

E R

IF

Y

1/2" THICK

T-BRACKET

T BRACKET WITH

WEB ON ONE SIDE

OF BEAM.

BOLTS THROUGH BRACKET

AND BEAM WEB.

A

PP

R O

X

7/ 8"

FI

EL

D V

E R

IF

Y

AN

D

M A

TC

H

E X

IS

TI

N G

1/ 2"

FOUR 3/4" DIA A325

BOLTS. MINIMUM BOLT

PRETENSION: 28 KIP.

BOLT HOLES TO BE

HORIZONTAL SHORT

SLOTTED HOLES.

UTILIZE EXISTING BOLT HOLES FOR

NEW BEAM-TO-COLUMN CONNECTION.

TWO BOLTS PER SIDE, TOTAL FOUR

BOLTS THROUGH COLUMN FLANGE.

BOLTS TO BE MIN 3/4" DIA A325 BOLTS

WITH 28 KIP BOLT PRETENSION.

2" 6"

2"

2" 6"

1/2" THICK

T-BRACKET

T BRACKET WITH

WEB ON ONE SIDE

OF BEAM.

BOLTS THROUGH

BRACKET AND

COLUMN FLANGE.

BOLTS THROUGH

BRACKET AND

BEAM WEB.

A

PP

R O

X

7/ 8"

FI

EL

D V

E R

IF

Y

AN

D

M A

TC

H

E X

IS

TI

N G

A

PP

R O

X 6"

FI

EL

D V

E R

IF

Y

AN

D

M A

TC

H

E X

IS

TI

N G

2"

INSTALL NEW SHAKER PER

MANUFACTURER'S INSTRUCTIONS.

SHAKER BASIS OF DESIGN: HR

INTERNATIONAL CRUSHING AND

SCREENING, INC. OTHER

MANUFACTURERS ARE ACCEPTABLE,

PROVIDED ALL PERFORMANCE

REQUIREMENTS ARE MET.

INSTALL NEW LOW PROFILE TROLLEY WITH

VERTICAL AND HORIZONTAL SAFETY LIMIT

SWITCHES PER MANUFACTURER'S INSTRUCTIONS.

TROLLEY BASIS OF DESIGN: ELECTROLIFT

CUSTOM LOW HEADROOM HOIST. OTHER

MANUFACTURERS ARE ACCEPTABLE, PROVIDED

ALL PERFORMANCE REQUIREMENTS ARE MET.

ATTACH LOCKING HOOK

ON TROLLEY DIRECTLY

TO EYE ON SHAKER.

6" M

IN

C

LR

R

E F

4' -1

1" 1'

-2

/2

2'

- 1

1/

2" M

A X

TOP OF COAL CAR

9'

- 6

A P

P R

O X

1'

- 9

TO

R

A

IL

S . F

IE

LD

V E

R

IF

Y

S200

TROLLEY AND SHAKER SUPPORT BEAM - PLAN VIEW

NOT TO SCALE

S200

TROLLEY AND SHAKER SUPPORT BEAM - SECTION VIEW

NOT TO SCALE

S200

BEAM TO COLUMN CONNECTION DETAIL

NOT TO SCALE

S200

TROLLEY AND SHAKER ASSEMBLY

NOT TO SCALE

GENERAL NOTES

S200

BEAM TO BEAM CONNECTION DETAIL

NOT TO SCALE

1. FIELD VERIFY ALL DIMENSIONS PRIOR TO

FABRICATION.

2. FIELD VERIFY CONDITION OF EXISTING BUILDING

BEAM AND COLUMN PRIOR TO FABRICATION.

S

1'-7"

1' -9

2'-0"

1'-9" FACE OF COLUMN TO

EDGE OF EXISTING PLATFORM

2'-6 1/2"

2' -5

/4

/2

3'-9"

3' -4

/4

EXISTING

EQUIPMENT

TO REMAIN.

EXISTING

EQUIPMENT

TO REMAIN.

EXISTING

GUARDRAIL

TO REMAIN.

EXISTING

GUARDRAIL

TO REMAIN.

EXISTING STAIR

ASSEMBLY TO

REMAIN.

EXISTING

PLATFORM

ASSEMBLY

TO REMAIN.

S201

S201

S201

S201

S201

S201

S201

4' -2

/4

S201

VERTICAL SUPPORTS, GUARDRAIL,

AND HANDRAIL ASSEMBLY TO BE

CONSTRUCTED OF 1 1/2" DIA

SCHEDULE 40 PIPE, PAINTED

SAFETY YELLOW. WELD PER

INDUSTRY STANDARD.

VERTICAL SUPPORTS

AT EACH CORNER.

1' -9

1'

-9

2' -8

TO

C L

O F

H A

N D

R

AI

L

TOP RAIL, FULL PERIMETER.

HANDRAIL AT STAIRS, ON

NORTH SIDE OF STAIRS ONLY.

MIDRAIL, FULL PERIMETER.

EXISTING STEEL

STAIR STRINGERS

AND TREADS.

A P

P R

O X

'-7

/4

" F

IE

LD

V

E R

IF

Y3/16" X 4" KICKPLATE ON INSIDE

FACE OF VERTICAL SUPPORTS,

PER OSHA REQUIREMENTS.

3/8" BOLT THROUGH PLATE AT

BOTTOM OF STRINGER AND GRATING.

USE MIN 3" ROUND OR SQUARE PLATE

WASHER ON BOTTOM FACE OF GRATE.

FIELD LOCATE BOLT BETWEEN GRATE

BARS. TYP BOTH STRINGERS.

GUARDRAIL POST

1/4" BASE PLATE

TWO 3/8" BOLTS THROUGH BASE PLATE AND

PLATFORM PLATE AND ANGLE .

1/

4"

1/

2"

2"

3/4"

3/16

TYP ALL POSTS TO BASE PLATES

1"

EDGE OF PLATFORM

3/16" X 4" KICK PLATE, TYP. TRIM TO

ACCOMMODATE BASE PLATE AND WELDS.

CL

PLATE IS SYMMETRICAL

ABOUT CENTERLINE.

3/16

TYP ALL KICK PLATES TO POSTS

3/16

3/16

TYP ALL KICK PLATES TO BASE PLATES

3/16

5 1/4"

3/4" 2" 2 1/2"

GUARDRAIL POST

3/16" X 4" KICK PLATE,

TYP. TRIM TO

ACCOMMODATE BASE

PLATE AND WELDS.3/8" BOLT THROUGH BASE

PLATE AND PLATFORM

PLATE AND ANGLE .

EDGE OF STAIRS

EDGE OF PLATFORM

/3 2"

1/

4"

1/4" BASE PLATE

1"2 1/

2" 2"

1/

4"

2"

3/4"

GUARDRAIL POST

3/16" X 4" KICK PLATE, TYP.

TRIM TO ACCOMMODATE

BASE PLATE AND WELDS.

3/8" BOLT THROUGH BASE

PLATE AND STAIR STRINGER.

ALIGN ANGLE OF PLATE

RELATIVE TO POST TO

MATCH STAIR STRINGER.

EDGE OF STEP. FIELD

VERIFY LOCATION.

STAIR STRINGER

1/4" BASE PLATE

GUARDRAIL POST

3/16" X 4" KICK PLATE, TYP. TRIM

TO ACCOMMODATE BASE PLATE

AND WELDS. ALIGN KICK PLATE

WITH EDGE OF STAIR STRINGER

(THIS SIDE ONLY).

THREE 3/8" BOLTS THROUGH

BASE PLATE AND STAIR

STRINGER. ALIGN ANGLE OF

PLATE RELATIVE TO POST

TO MATCH STAIR STRINGER.

EDGE OF STEP. FIELD

VERIFY LOCATION.

STAIR STRINGER

3 3/4"

1" 1 3/4" 1"

6"

1" 2"

2" 1"

2" 2"

2"

TWO 1/4" X 1 1/2" X 1 1/2"

TRIANGULAR GUSSET PLATES.

1/4" BASE PLATE

GUARDRAIL POST

3/16" X 4" KICK PLATE, TYP. TRIM TO ACCOMMODATE

BASE PLATE AND WELDS. ALIGN KICK PLATE WITH

EDGE OF PLATFORM (THIS SIDE ONLY).

THREE 3/8" BOLT THROUGH BASE PLATE

AND PLATFORM PLATE AND ANGLE.

3 3/4"

1" 1 3/4" 1"

6"

1" 2"

2" 1"

2" 2"

2" TWO 1/4" X 1 1/2" X 1 1/2"

TRIANGULAR GUSSET PLATES.

3/16

TYP ALL GUSSET PLATES

3/16

1/4" BASE PLATE

EDGE OF STEP.

FIELD VERIFY

LOCATION.

EDGE OF STRINGER.

GUARDRAIL POST

3/16" X 4" KICK PLATE, TYP. TRIM TO

ACCOMMODATE BASE PLATE AND WELDS.

ALIGN KICK PLATE WITH EDGE OF

PLATFORM (THIS SIDE ONLY).

THREE 3/8" BOLT THROUGH

BASE PLATE AND PLATFORM

PLATE AND ANGLE.

ONE 1/4" X 1 1/2" X 1

1/2" TRIANGULAR

GUSSET PLATE.6"

1/

4" 2"

2" 3/

4"

1/

4"

1"

2"

3 3/4"

1"1 3/4"

1/4" BASE PLATE

EDGE OF

PLATFORM

GENERAL NOTES

1. FIELD VERIFY ALL DIMENSIONS PRIOR TO

FABRICATION.

2. FIELD VERIFY CONSTRUCTION OF PLATFORM

PRIOR TO FABRICATION.

S201

SHAKER CONTROL PLATFORM - PLAN VIEW

NOT TO SCALE

S201

SHAKER CONTROL PLATFORM- SECTION VIEW

NOT TO SCALE

S

S201

GUARDRAIL BASE PLATE AT PLATFORM CORNERS

NOT TO SCALE

S201

GUARDRAIL CONNECTION AT BASE OF STAIRS

NOT TO SCALE

S201

GUARDRAIL BASE PLATE AT PLATFORM AND STAIRS

NOT TO SCALE

S201

GUARDRAIL CONNECTION AT PLATFORM AND STAIRS

NOT TO SCALE

S201

GUARDRAIL BASE PLATE AT BASE OF STAIRS

NOT TO SCALE

S201

GUARDRAIL CONNECTION AT PLATFORM CORNER

NOT TO SCALE

E

R

SG

R

SG

E

LE

C

TR

IC

A

L P

LA

N

E100

TROLLEY AND SHAKER ELECTRICAL PLAN

1/8"=1'-0"

GENERAL: ALL BRANCH CIRCUITS #12 CONDUCTORS IN 1/2" C MIN. TO 20 AMP CIRCUIT

BREAKER (TYPICAL) U.O.N. e.g. A-2,4 (4 #10, 1/2" C.) INDICATES CIRCUIT NUMBERS

2 AND 4 IN PANEL "A" FEEDS TO EQUIPMENT WITH 4 #10 AWG WIRES RUN IN 1/2" DIA.

CONDUIT. SEE NOTE C BELOW.

A. NO. OF WIRES (IF OTHER THAN 2) INDICATED BY NO. OF SLASHES

( = TWO "HOT" WIRES AND TWO NEUTRAL WIRES).

B. HOME-RUN DESIGNATION: "A" = PANELBOARD NOTATION, "-2,4" = CIRCUIT NUMBERS.

C. INSTALL AN INSULATED EQUIPMENT GROUNDING CONDUCTOR IN ALL FEEDER AND

BRANCH CIRCUIT CONDUITS SIZED IN ACCORDANCE WITH NEC REQUIREMENTS.

SYMBOLS SHOWN ABOVE ARE DRAWN AS THEY ARE USED ON THE DRAWINGS TO INDICATE

NEW WORK OR NEW LOCATIONS OF EXISTING EQUIPMENT. EXISTING EQUIPMENT TO BE

ABANDONED IN PLACE, REMOVED, OR RELOCATED IS SHOWN USING THE SAME SYMBOLS

BUT DRAWN WITH DASHED LINES.

NOTE KEY - INDICATES NOTES APPLICABLE ON EACH SHEET

EQUIPMENT CONNECTION

MOTOR - H.P., VOLTAGE & PHASE AS NOTED

MOTOR CONTROLLER, H.P. RATED FULL VOLTAGE, NON-REVERSIBLE, U.O.N.

HEAVY DUTY DISCONNECT, H.P. RATED WHEN USED IN MOTOR CIRCUITS,

OTHERWISE AMPERE RATING MUST MATCH CIRCUIT RATING

COMBINATION MAGNETIC STARTER/DISCONNECT

ELECTRICAL SYMBOL LEGEND

EXPOSED CONDUIT (NOTE A BELOW)

INDICATES HOME-RUN (NUMBER OF ARROWS = NUMBER OF CIRCUITS)

(NOTE B BELOW)A-2,4

NOTES:

EXISTING COAL CAR SHAKER

COMBINATION STARTER IN

EXISTING MCC-F (27). REPLACE

EXISTING COMBINATION

STARTER WITH 30 /3

INSTANTANEOUS BREAKER WITH

NEW FEEDER BUCKET WITH 60/3

THERMAL-MAGNETIC CIRCUIT

BREAKER

M C

C -F

M C

C -G

M C

C -E

M C

C -D

M C

C -C

NEW COAL CAR SHAKER MOTOR

(20 HP, 480V, 3 PH.), HOIST AND

TROLLEY MOTORS. CONNECT

TO NEW HOIST MOUNTED

JUNCTION BOX FURNISHED WITH

EQUIPMENT

EXISTING BRANCH CIRCUIT TO

EXISTING COAL CAR SHAKER

COMBINATION & TROLLEY.

3 #10, 3/4" C.

PROVIDE NEW FESTOON CABLE

CONNECTIONS FROM WALL

MOUNTED JUNCTION BOX TO NEW

HOIST MOUNTED JUNCTION BOX.

BOXES TO BE FURNISHED WITH

EQUIPMENT. PROVIDE FLEXIBLE

CABLES AND NUMBER OF

CONDUCTORS AS RECOMMENDED

BY MFR. NEW 60 AMP, 3 POLE FUSED DISCONNECT

SWITCH WITH 40 AMP FUSES IN NEMA 9

ENCLOSURE, MOUNTED ON NEW UNI-STRUT

FRAME SECURED TO THE FLOOR AND THE

EXISTING GUARD RAIL IN A LOCATION WITH

NEC CLEARANCES.

REMOVE EXISTING

CONTROLS AND PROVIDE

NEW REMOTE CONTROL

STATION FURNISHED WITH

EQUIPMENT, MOUNTED ON

EXISTING PLATFORM ABOVE

XP

XP

XP

CONNECT NEW

DISCONNECT TO

EXISTING BRANCH

CIRCUIT

XP

NEW WALL MOUNTED MAIN CONTROL BOX

FURNISHED WITH EQUIPMENT, MOUNTED

ON NEW UNI-STRUT FRAME SECURED TO

THE FLOOR AND SECURED TO THE

EXISTING GUARD RAIL

EXISTING

EQUIPMENT

TO REMAIN

NEC CLASS 2, DIVISION 1,

GROUP F HAZARDOUS

LOCATION

NEC UNCLASSIFIED

LOCATION

NEC UNCLASSIFIED

LOCATION

EXISTING MCC-F IS A

SIEMENS/FURNAS SERIES 89

MOTOR CONTROL CENTER

Robert S. Gras

No. EE7352 01-May-2015