239910-GENERAL ARRANGEMENT - C2...noted on the drawing. connections shall be designed as bearing...

S

S

1:108To 1/4"

1/4"

DO NOTSCALE

+/- 12

PROJECTION:Minimum FilletSize - S (inch)

5/16"

3/16"

UNLESS OTHERWISE SPECIFIED

Over 1/4" to 1/2"

Material Thickness ofThinner Part Joined (inch)

1/8"

Over 3/4"THIRD ANGLE

TOLERANCES:

Over 1/2" to 3/4"

+/- 18"LINEAR:

ALL INFORMATIONCONTAINED HEREINIS CONFIDENTIALAND PROPRIETARYAND MAY NOT BEDISCLOSED IN ANYFORM WITHOUT PRIORWRITTEN CONSENT OFSAFERACK LOADINGRACK TECHNOLOGIES

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HOME OFFICE: 730 ELECTRIC DRIVE, SUMTER, SC 29153PLANT: 219 SAFETY AVENUE, ANDREWS, SC 29510 DWG#: 239910-C1P.O.# E3800

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SAFERACK WELDING STANDARDSSEAL WELD UNLESS OTHERWISE NOTED

USE FILLETS LISTED BELOW UNLESS OTHERWISE NOTED

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DESCRIPTION: GENERAL ARRANGEMENT7 SPOT LOADING RACK SYSTEM

Part Name

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Finish

ISOMETRIC VIEW

ISSUED FOR CONSTRUCTION

# DESCRIPTION DATE BY

1 REVISED AS SHOWN ON 239910-A1 THRU A22ISSUED FOR CONSTRUCTION REV 1 5/22/2020 JAS

- REVISED AS NOTED ON 239910-A1 THRU A22 REV AISSUED FOR CONSTRUCTION 4/28/2020 JAS

S

S

1:108To 1/4"

1/4"

DO NOTSCALE

+/- 12


5/16"

3/16"


Over 1/4" to 1/2"


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NOTES

STAIR UNIT, TOWER &PLATFORM WILL BE OF STEEL1.CONSTRUCTION & HOT DIPPED GALVANIZED PER ASTM-A123.PLATFORM WALK SURFACE, STAIR TREADS, CANOPY ROOF2.PANELS AND HANDRAIL ARE TO BE FRP.GANGWAY WILL SUPPORT A LIVE LOAD OF 500 LBS. MAX.3.GANGWAY BASETREAD & UPRIGHTS TO BE STEEL CONSTRUCTION4.& HOT DIPPED GALVANIZED PER ASTM-A123.GANGWAY BODY TO BE STAINLESS STEEL WITH FRT WALK5.SURFACE & CAGE SHALL BE OF STAINLESS STEEL CONSTRUCTION.GANGWAY SHALL BE SPRING COUNTER BALANCED & SELF6.SUPPORTING WITH ADJUSTABLE CHAIN STOPS.ALL GANGWAY LOAD BEARING PIVOT POINTS SHALL CONTAIN7.SLEEVE BEARINGS.ALL GANGWAY HARDWARE SHALL BE STAINLESS STEEL.8.OPERATING RANGE OF SAFERACK FRT AND SFR GANGWAYS9.ARE 15 ABOVE TO 15 BELOW HORIZONTAL.ALL WELDS SHALL CONFORM TO AWS D1.1-D1.610.IF THIS PROJECT REQUIRED PERMITS AND/OR SPECIAL11.INSPECTION, THE INSPECTION SHALL BE PER CHAPTER 17 OF THEIBC.

STRUCTURAL STEEL NOTES

STRUCTURAL STEEL MATERIALS SHALL CONFORM TO THE1.FOLLOWING ASTM SPECIFICATIONS (UNLESS NOTED OTHERWISE):

ALL WF & WT SHAPES SHALL CONFORM TO ASTM A992 (50 KSI)•ALL PLATE, CHANNELS, ANGLES, BARS AND FLATS SHALL•CONFORM TO A36 (36 KSI)ALL HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM•TO ASTM A500, GRADE B (46 KSI)PIPE SECTIONS SHALL CONFORM TO ASTM A53, GRADE B•ANCHOR BOLTS ARE TO BE ASTM F1554 (36 KSI)•

ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL2.STEEL SHALL COMPLY WITH THE REQUIREMENTS OF THE AISC STEEL CONSTRUCTION MANUAL.ALL FIELD CONNECTIONS SHALL BE MADE WITH 3/4" HIGH 3.STRENGTH BOLTS (ASTM F3125, GRADE A325) UNLESS OTHERWISE NOTED ON THE DRAWING. CONNECTIONS SHALL BE DESIGNED AS BEARING TYPE WITH THREADS IN SHEAR PLANE.THE MINIMUM NUMBER OF BOLTS PER CONNECTION SHALL BE TWO4.(2). ALL BOLTED CONNECTIONS SHALL BE TIGHTENED BY THE"TURN-OF-THE-NUT" METHOD AS DESCRIBED BY AISC.ALL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH THE5.SPECIFICATIONS AND PROCEDURES OF THE AMERICAN WELDINGSOCIETY (AWS) BY CERTIFIED WELDERS. WELDING FORSTRUCTURAL STEEL SHALL BE MADE WITH E70 LOW HYDROGENELECTRODES.THE MINIMUM THICKNESS OF ANY GUSSET PLATE IS TO BE 3/86.GROUT MATERIAL FOR BASE PLATES SHALL BE NON-METALLIC,7.NON-SHRINK, PRE-PACKAGED GROUT CONFORMING TO ASTM C1107.COLUMN BASE PLATES SHALL BE WITHIN 1/16" OF THEORETICAL8.ELEVATION AND BE LEVEL WITHIN 0.01 INCH ACROSS PLATELENGTH OR WIDTH.


NOTE:SAFERACK IS NOT RESPONSIBLE FOR THE FIT OR FUNCTON OF THE LOADING ARMS.THE ARM WILL NOT REACH THE ENTIRE LENGTH OF THE GANGWAY TRACK. A VARIABLE REACH ARMIS A BETTER FIT FOR A TRACKING GANGWAY. THE ELEVATION OF THE LOADING ARMS HAVE BEEN SETSO THAT THE SAFERACK EQUIPMENT DOES NOT INTERFERE WITH THE OPERATION OF THE LOADING ARMS.A TRAVEL STOP MAY BE REQUIRED ON THE ARM TO AVOID INTERFERENCE BETWEEN THE ARM AND THE CANOPY.

239910-C2 Notes, Drawing Index, Design Criteria and Reactions IFC REV 1 5/22/2020239910-C3 Overall Plan & Elevation View IFC REV 1 5/22/2020239910-C4 Pad Layout IFC REV 1 5/22/2020239910-C5 Pad Layout IFC REV 1 5/22/2020239910-C6 Pad Layout IFC REV 1 5/22/2020239910-C7 Pad Layout IFC REV 1 5/22/2020239910-C8 Pad Layout IFC REV 1 5/22/2020239910-C9 Plan View IFC REV 1 5/22/2020

239910-C10 Plan View IFC REV 1 5/22/2020239910-C11 Plan View IFC REV 1 5/22/2020239910-C12 Plan View IFC REV 1 5/22/2020239910-C13 Plan View IFC REV 1 5/22/2020239910-C14 Front Elevation Veiw IFC REV 1 5/22/2020239910-C15 Front Elevation Veiw IFC REV 1 5/22/2020239910-C16 Front Elevation Veiw IFC REV 1 5/22/2020239910-C17 Front Elevation Veiw IFC REV 1 5/22/2020239910-C18 Front Elevation Veiw IFC REV 1 5/22/2020239910-C19 Section Views - Gangway Working Positions IFC REV 1 5/22/2020239910-C20 Section Views - Gangway Strored, Walkway IFC REV 1 5/22/2020239910-C21 Section Views - Ladder, Operator Shed IFC REV 1 5/22/2020239910-C22 Operator Shed General Arrangement IFC REV 1 5/22/2020

Design Criteria OSHA 1910 Sub-Part DASCE 7-10

Design LoadsPlatform Misc Dead 5psf

Roof Misc Dead 5psfPipe & Cable Dead (2) 8" sch 80 CPVC product headers @ 28plf each

(1) 6" sch 80 CPVC vapor header @ 8plf(2) 2" sch 40 galv water lines @ 5plf each(1) 2" sch 40 galv air line @ 4plf each(1) 12" cable tray @ 30plf(1) 6" cable tray @ 15plf

Platform Live 100 psfStair Unit Live 1000 lbs (concentrated)Handrail Live 200 lbs (applied any direction)

50 plf (uniform)Ladder Live 300 lbs (concentrated)

Gangway Live 500 lbs

Live Roof Load 20psf

Ground Snow Load 0psf

Wind Speed 138psf (exp C), Risk Category II

Rhorz-x Rvert-y Rhorz-z Mx Mz Rhorz-x Rvert-y Rhorz-z Mx Mz

(kips) (kips) (kips) (ft kips) (ft kips) (kips) (kips) (kips) (ft kips) (ft kips)Dead -0.36 12.18 - - 1.20 -0.79 3.06 - - 2.64Live -0.44 5.60 0.14 - 1.48 -0.94 4.61 -0.14 - 3.11

Live Roof -0.53 8.54 - - 1.77 -0.53 -2.28 - - 1.77Wind - X -3.19 -1.24 - - 16.43 -3.27 -1.06 - - 16.62Wind - Z -0.36 44.87 -7.56 -20.91 1.18 -0.96 -37.30 -7.69 -21.00 3.20

Typical Platform Tower ReactionsColumn Line A Column Line B

X-axis is parallel with rail, Z-axis is perpendicular to rail and wind reactions are +/-

liamhindley

Cross-Out

liamhindley

Cross-Out

12'

-0"

12'

-0" 26'

-6 9

/16"

S

S

1:144To 1/4"

1/4"

DO NOTSCALE

+/- 12


5/16"

3/16"


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C L RAIL

OVERALL PLAN VIEW

23'-9" 48'-11" 48'-11" 48'-11"

341'-9"

48'-11" 48'-11" 48'-11" 24'-6"

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

OVERALL ELEVATION VIEW

13'-9" 20'-0" 28'-11" 20'-0" 28'-11" 20'-0" 10'-9 1/2" 7'-4"

10'-9 1/2" 20'-0" 28'-11" 20'-0" 28'-11" 20'-0" 28'-11" 20'-0" 14'-6"

1 3

/4"

9'-7

1/2

"

11

3/8"

2

'-10

1/4"

S

S

1:36To 1/4"

1/4"

DO NOTSCALE

+/- 12


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3/16"


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1 : 9

DETAIL B

(BY CONTRACTOR)

SCALE

13/16"x1" SLOT FOR3/4" ANCHOR BOLT

L-3" X 2" X 3/8"

1 1/2" 1 1/2"

3"





PL 1 1/4"

DETAIL ASCALE 1 : 9

1 3/4" HOLES FOR1 1/4" ANCHOR BOLTS(BY CONTRACTOR)

5 3

/4"

11

1/2"

1'-4

"

5 3/4"

11 1/2"

1'-4"

MA

TCH

LIN

E

C L RAIL

PAD LAYOUT

1

A

B

2 3 4

1

1

DETAIL A

DETAIL B

20'-0" 28'-11" 20'-0"

4'-9

"

13'-2 3/4"

9'-7

1/2

"

S

S

1:36To 1/4"

1/4"

DO NOTSCALE

+/- 12


5/16"

3/16"


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TCH

LIN

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C L RAIL

PAD LAYOUT

4

A

B

MA

TCH

LIN

E

5 6 7 8 9

DETAIL C

4'-9

"

28'-11" 20'-0" 10'-9 1/2" 7'-4" 10'-9 1/2"

8'-9 1/2" 1'-2 1/2"

4"





L - 5" x 3" x 3/8"

DETAIL CSCALE 1 : 9

7/8" HOLE FOR3/4" ANCHOR BOLT

(BY OTHERS) 3"

1 3/4"

1"

1"

9'-7

1/2

"

S

S

ATTN: BRIAN KROKSH 402.800.8529HOUSTON TX 77015

7 SPOT LOADING RACK SYSTEM1:36

To 1/4"

1/4"

DO NOTSCALE

+/- 12


5/16"

3/16"


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1/8"


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CUSTOMER INFORMATION:REAGENT CHEMICAL & REASEARCH, INC.2250 APPELT DRIVE



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PAD LAYOUT

A

B

MA

TCH

LIN

E

9

MA

TCH

LIN

E

10 11 12

4'-9

"

20'-0" 28'-11" 20'-0"





9'-7

1/2

"

S

S

1:36To 1/4"

1/4"

DO NOTSCALE

+/- 12


5/16"

3/16"


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PAD LAYOUT

A

B

MA

TCH

LIN

E

MA

TCH

LIN

E

12 13 14

4'-9

"

28'-11" 20'-0"

8'-9 1/2" 1'-2 1/2"

4"

9'-7

1/2

"

2'-1

0 1/

4"

11

3/8"

S

S

1:36To 1/4"

1/4"

DO NOTSCALE

+/- 12


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3/16"


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PAD LAYOUT

A

B

MA

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LIN

E

14 15 16

1

1 4'-9

"

28'-11" 20'-0" 13'-11 3/4"





10'

-0"

8'-11 1/2" GANGWAYTRACKING RANGE

5'-11 1/2"GANGWAY

TRACKING RANGE

22'-8" TYPICAL ALL SPOTS

20'-5

" TYP

ICA

LA

LL S

POTS

6'-0

"(T

YP)

S

S

1:36To 1/4"

1/4"

DO NOTSCALE

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1 32 4

MA

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E

CLSHOWER

CLSHOWER

PLAN VIEWGANGWAYS SHOWN IN HORIZONTAL POSITION

SPOT 1 SPOT 2

FACE OF PLATFORM

C L RAIL

ROOF OUTLINE

G4-FRT-24-5SSMODIFIEDFRP WALKSURFACETYPICAL ALL SPOTS(UNLESS NOTED OTHERWISE)

8'-0" x 8'-0"1 1/2" PIPE 2 RAILSAFETY CAGESTAINLESS STEEL(12558)TYPICAL ALL SPOTS

WALKWAY COVEROUTLINE

1

13'-9" 20'-0"

10'-0" 10'-0"

4'-0

"

8'-0"

8'-0

"

17'-2 13/16" CAGE TRACKING RANGE 14'-2 13/16" CAGE TRACKING RANGE

28'-11" 20'-0"

10'-0" 10'-0"

2'-6

1/4

"





2 1/4"

8 7

/16"

5'-11 1/2"GANGWAY

TRACKING RANGE

10'

-0"

S

S

1:36To 1/4"

1/4"

DO NOTSCALE

+/- 12


5/16"

3/16"


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LOADING ARMLOCATION





C L RAIL

FACE OF PLATFORM


CLSHOWER

4

SPOT 35 6 7 8 9

CLLADDER

MA

TCH

LIN

EOPERATORSHED

YELLOWGATE

MA

TCH

LIN

E

10'-0"

7'-4" 10'-9 1/2"

14'-2 13/16" CAGE TRACKING RANGE

10'-9 1/2"

10'-0"

20'-0"

19'-6 1/4" 9'-4 3/4"

28'-11"

4'-0

"

10'-5 1/2" 8'-0" 10'-5 1/2"


5'-11 1/2"GANGWAYTRACKING

RANGE

10'

-0"

S

S

1:36To 1/4"

1/4"

DO NOTSCALE

+/- 12


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3/16"


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G4-FRT-24-5SSMODIFIED-FRP WALK SURFACE-BASETREAD FOR UNSUPPORTED WINGS

FACE OF PLATFORM

MA

TCH

LIN

E

CLSHOWER


SPOT 4

CLSHOWER

MA

TCH

LIN

E

9 10 11 12

SPOT 5

C L RAIL

11'-2 13/16"CAGETRACKING RANGE

28'-11"

10'-0" 10'-0"

20'-0"


4'-0

"

10'-0" 10'-0"

20'-0"

3'-7 1/4" 25'-3 3/4"

5'-11 1/2"GANGWAYTRACKING

RANGE

10'

-0"

S

S

1:36To 1/4"

1/4"

DO NOTSCALE

+/- 12


5/16"

3/16"


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12

CLSHOWER

MA

TCH

LIN

E

FACE OF PLATFORM


13 14 15SPOT 6

CLLADDER

YELLOWGATE

MA

TCH

LIN

E

C L RAIL

28'-11"

10'-0" 10'-0"

20'-0" 28'-11"


4'-0

"

9'-4 3/4" 19'-6 1/4"


10'

-0"

S

S

1:36To 1/4"

1/4"

DO NOTSCALE

+/- 12


5/16"

3/16"


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FACE OF PLATFORM

CLSHOWER

SPOT 7


15

MA

TCH

LIN

E

16

1

10'-0"


4'-0

"

14'-6"

2'-6

1/4

"C

LEA

R

10'-0"

20'-0"





9"

9"

45°

2" G

ROUT

16'

-7"

19'

-10

3/8"

S

S

1:36To 1/4"

1/4"

DO NOTSCALE

+/- 12


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T.O.W.S. = ELEV. 37'-0"

TOP OF HANDRAIL

W14x22

SAFETYSHOWERTYPICAL

TYPICAL

T.O. FOUNDATION = T.O. RAIL = ELEV. 25'-0"

C12x20.7TYPICAL

PIPE HANGERTYPICAL W8x31

TYPICAL

ELEVATION VIEWGANGWAYS NOT SHOWN FOR CLARITY

1 2 3 4

SPOT 1 SPOT 2

SHEET 19 & 20

SHEET 19 & 20SHEET 20

SHEET 20

C8x11

.5

W6x9TYP

T.O.S. = ELEV. 47'-9 7/8"

B.O.S.

B.O.S. = ELEV. 24'-3"

L.A.P.B.

L.A.P.B.

STAIR HANDRAILBY CUSTOMER

1

20'-0" 28'-11" 20'-0"

3'-6

"

9'-8

1/8

" CLE

AR

2'-6 1/2"(TYP)

5'-0"(TYP)

13'-9"

17

RISE

RS @

9" =

12'

-9"

23'

-6 7

/8"

B

B

A

A





12'

-0"

S

S

1:36To 1/4"

1/4"

DO NOTSCALE

+/- 12


5/16"

3/16"


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MA

TCH

LIN

E

MA

TCH

LIN

E

SPOT 34


5 6 7 8 9

CLLADDER

YELLOWGATE

CLSHOWER

TOP OF HANDRAIL

TOP OF RAIL

SHEET 21

SHEET 21

SHEET 21

SHEET 21

T.O.W.S. = ELEV. 37'-0"

T.O. FOUNDATION = T.O. RAIL = ELEV. 25'-0"B.O.S. =

ELEV. 23'-8"

28'-11" 20'-0" 10'-9 1/2" 7'-4" 10'-9 1/2"

10'-0"TYP

10'-0"TYP

14

RUN

GS

@ 1

1 7/

16" =

13'

-4"

19'-6 1/4" 9'-4 3/4"

3'-6

"

D

D

C

C

12'

-0"

S

S

1:36To 1/4"

1/4"

DO NOTSCALE

+/- 12


5/16"

3/16"


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1/8"


TOLERANCES:

Over 1/2" to 3/4"

+/- 18"LINEAR:


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MA

TCH

LIN

E

MA

TCH

LIN

E

TOP OF HANDRAIL

9SPOT 4


SPOT 510 11 12


T.O.W.S. = ELEV. 37'-0"

CLSHOWER

COLUMN WEB AND FLANGEPRE-DRILLED FOR PIPE RACK

CONNECTION - STEEL BYCONTRACTOR - T.O.S. OF

ADDITIONAL STEEL IS ATELEV. 43'-2 1/4"

20'-0" 28'-11" 20'-0"

3'-6

"

3'-7 1/4" 25'-3 3/4"





12'

-0"

S

S

1:36To 1/4"

1/4"

DO NOTSCALE

+/- 12


5/16"

3/16"


Over 1/4" to 1/2"


1/8"


TOLERANCES:

Over 1/2" to 3/4"

+/- 18"LINEAR:


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CLLADDER

YELLOWGATETOP OF HANDRAIL

SPOT 612


13 14 15


T.O.W.S. = ELEV. 37'-0"

B.O.S. = ELEV. 23'-8"

28'-11" 20'-0" 28'-11"

3'-6

"

14

RUN

GS

@ 1

1 7/

16" =

13'

-4"

9'-4 3/4" 19'-6 1/4"





12'

-0"

9"

9"

S

S

1:36To 1/4"

1/4"

DO NOTSCALE

+/- 12


5/16"

3/16"


Over 1/4" to 1/2"


1/8"


TOLERANCES:

Over 1/2" to 3/4"

+/- 18"LINEAR:


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TOP OF HANDRAIL

15

SPOT 7


16

C8x11.5


T.O.W.S. = ELEV. 37'-0"

B.O. STEEL = ELEV. 23'-6"

STAIR HANDRAILBY CUSTOMER

1

20'-0"

3'-6

"

14'-6"

18

RISE

RS @

9" =

13'

-6"




3'-6

"

TYPICAL GANGWAY TRACK

T.O.H.

T.O.W.S.

STOPS ATBOTH ENDS

4" TOEBOARD

1 1/2" SQ. TUBEGATE

SPRING HINGE MAKEGATES SELF CLOSING

SWING GATE

2" SQ TUBE UPRIGHTS


11'-6

" to

13'-0

" HEI

GH

T RA

NG

E11

'-6" S

HOW

N

23'

-0"

2" G

ROUT

TYP

3'-0

"

8'-7

1/2

"

10'

-6" 12'

-0"

11'-6

" to

13'-0

" HEI

GH

T RA

NG

E13

'-0" S

HOW

N

22'

-9 7

/8"

16'

-7" 1

9'-1

0 3/

8"

S

S

1:24To 1/4"

1/4"

DO NOTSCALE

+/- 12


5/16"

3/16"


Over 1/4" to 1/2"


1/8"


TOLERANCES:

Over 1/2" to 3/4"

+/- 18"LINEAR:


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ADJUSTABLECHAIN STOPS

121 8" x 3 1/2" x 12 GA CEE PURLIN

W12x40

1/2" CABLE BRACING

FRP ROOF PANELS

B.O.S.

B.O.S.

T.O.S.

T.O.S. W6x15

W6X15

W6x15

W6x15

W8x

31

W8x

31

SECTION A-AGANGWAY SHOWN IN WORKING POSITION

CLRAIL

T.O. FOUNDATION =T.O. RAIL = ELEV. 25'-0"

5'-6" TO 7'-1" CRASH BOXWIDTH

5'-6" SHOWN

4'-9" 9'-7 1/2"

8'-5

" CLE

AR

4'-0"

1'-3"

20'-6"

14'-0"

T.O.S.

SECTION A-AGANGWAY SHOWN IN WORKING POSITION

CLRAIL


L.A.P.B.

L.A.P.B.5'-6" TO 7'-1" CRASH BOX

WIDTH7'-1" SHOWN

4'-9" 9'-7 1/2"

5 11/16"





12'

-0"

7'-0

"

8'-7

1/2

"

22'

-9 7

/8"

19'

-3 1

/8"

15'

-6"

22'

-0"

23'

-0"

18'

-7 7

/8"

19'

-10

3/8"

S

S

1:24To 1/4"

1/4"

DO NOTSCALE

+/- 12


5/16"

3/16"


Over 1/4" to 1/2"


1/8"


TOLERANCES:

Over 1/2" to 3/4"

+/- 18"LINEAR:


SIZE:

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6"x2 1/2"x14 GA. CEE PURLIN

T.O.S. = ELEV. 47'-9 7/8"

1 : 24

= ELEV. 32'-0"

T.O.S. = ELEV. 33'-7 1/2"

T.O.S. = ELEV. 32'-0"

TOP OF WALK SURFACE

C6x8.2

SECTION B-BSCALE

FRP ROOF PANELS


2'-3"

7'-3

1/8

" CLE

AR

4'-0"

10 1/4" 10 1/4"

6'-0"




ISSUED FOR CONSTRUCTION SECTION A-AGANGWAY SHOWN IN WORKING POSITION

CLRAIL

PLA

TE "C

" CLE

ARA

NC

E EN

VEL

OPE

RAIL

ROA

D C

LEA

RAN

CE

ENV

ELO

PE

ATTENTION:SAFERACK EQUIPMENT PROTRUDES INTORAILCAR CLEARANCE ENVELOPE SHOWN.CHECK WITH LOCAL RAILROAD FORCLEARANCE REQUIREMENTS.


4'-9"

5'-4" TYP

8'-6" TYP

18'

-0"

4'-0

"

9'-7 1/2"

3'-0

"

7'-0

"

8'-7

1/2

"

10'

-6" 12'

-0"

2" G

ROUT

S

S

1:24To 1/4"

1/4"

DO NOTSCALE

+/- 12


5/16"

3/16"


Over 1/4" to 1/2"


1/8"


TOLERANCES:

Over 1/2" to 3/4"

+/- 18"LINEAR:


SIZE:

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TOP OF WALK SURFACE= ELEV. 32'-0"

L6"x4"x1/2"

L3"x3"x3/8"

T.O.S.

T.O.S.

T.O.S.

B.O.S.

B.O.S.

SECTION D-D

W6x15

L3"x3"x3/8"

W8x

31

W8x

31

T.O. RAIL = ELEV. 25'-0"T.O. FOUNDATION =

W8x18

9'-8

1/8

"CLE

AR

4'-9"





TOP OF WALK SURFACE= ELEV. 32'-0"

T.O. RAIL = ELEV. 25'-0"

TOP OF HANDRAIL

SECTION C-C

B.O.S.

YELLOWGATE

T.O. FOUNDATION =

B.O.S. ELEV. = 23'-8"

3'-6

"

4'-0" 8 1/2"

9'-8

1/8

"

7'-3

1/8

"

14

RUN

GS

@ 1

1 7/

16" =

13'

-4"

S

S

1:36To 1/4"

1/4"

DO NOTSCALE

+/- 12


5/16"

3/16"


Over 1/4" to 1/2"


1/8"


TOLERANCES:

Over 1/2" to 3/4"

+/- 18"LINEAR:


SIZE:

FINISH:

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Date post:	21-Mar-2021
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239910-GENERAL ARRANGEMENT - C2...noted on the drawing. connections shall be designed as bearing...

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