EHQ10546_REV_A_APPROVED_FLT_III_EQPT_PLATF_ARR_(FULL_SIZE).pdf

PDF 2 MB Posted Jun 14, 2017

Attached to: SATOC for Construction Industrial Support Services at the Naval Surface Warfare Center Land Based Test Sites, Philadelphia Division, Philadelphia, PA
Solicitation number: W912BU-17-R-0010
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

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THIS IS A CAD MAINTAINED DRAWING DEVELOPED

IN AUTOCAD R2013 SOFTWARE. CHANGES SHALL BE

INCORPORATED BY THE DESIGN AUTHORITY

UNDER 12" ±1/8"

12" TO 6'-0" ±1/4"

OVER 6'-0" ±1/2"

DISTRIBUTION STATEMENT D

DISTRIBUTION AUTHORIZED TO THE DEPARTMENT

OF DEFENSE AND U.S. DoD CONTRACTORS ONLY;

CRITICAL TECHNOLOGY, 2/23/2011. OTHER U.S.

REQUESTS SHALL BE REFERRED TO COMMANDER,

NAVAL SEA SYSTEMS COMMAND.

NAVAL SURFACE WARFARE CENTER, PHILADELPHIA DIVISION

PHILADELPHIA, PA 19112-5083

DDG 51 LAND BASED ENGINEERING SITE (LBES) BUILDING 77H

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 1 OF 16

89256D EHQ10546 A

CONTRACT No.

N00178-04-D-4089

OFFICAL SIGNATURE DATE

PREPARED D. Merlino 8/08/16

CHECKED R. Hall PE

QA R. Chranowski

PROJ MGR M. Lamberto

APPROVED NSWCCD-SSES

TECH REVIEW

PROG MGR

DIMENSIONAL TOLERANCES

UNLESS OTHERWISE SPECIFIED

DIMENSIONS IN FEET & INCHES

DECIMAL DIMENSIONS IN INCHES

TOLERANCE ON ANGLES ±.50°

1 PL ±.2, 2 PL ±.06, 3 PL ±.005

INTERPRET DIMENSIONS AND TOLERANCES

PER ASME Y14.5 - 2009

REVISION HISTORY

DESCRIPTIONREVZONE DATE APPROVED

12345678

12345678 A C A D F

E N

A M E A C A D E

H P 1/ A C A D N

S W C C D S S E S D D G

M O D

A T

N S E H Q R

D W G

APPROVED FOR CONSTRUCTION

REVISION STATUS

REV SH DESCRIPTION

A 1 TITLE SHEET, BUILDING KEY PLAN, REFERENCES, NOTES

A 2 ISOMETRIC AND PLAN VIEW

A 3 COLUMN ARRANGEMENT

A 4 PLATFORM ARRANGEMENT

A 5 PLATFORM EXTENSION DETAILS

A 6 PLATFORM GRATING ARRANGEMENT

A 7 PLATFORM HANDRAIL ARRANGEMENT AND DETAILS

A 8 SECTIONS

A 9 SECTIONS AND ELEVATION

A 10 ELEVATIONS

A 11 ELEVATIONS

A 12 ELEVATIONS

A 13 DETAILS

A 14 INCLINED LADDER DETAILS

A 15 INCLINED LADDER DETAILS

A 16 LIST OF MATERIAL

REFERENCES

No. TITLE DRAWING No.

1 FLT III GTG1H & 3H FDN FABRICATION & DETAILS EHQ10894

2 FLT III GTG1H & 3H INSTALLATION DETAILS EHQ10936

BUILDING KEY PLAN VIEW 4A

BLDG 77H - DDG 51 LBES FLIGHT III

BUILDING KEY PLAN

SCALE: NONE

201918161514131211

10 2117

CWE LAND BASED TEST SITE

DDG 51 LAND BASED TEST SITE

NORTH

987654321

DDG 51 FLIGHT III

GTG ACCESS PLATFORM

FLIGHT III GTG ACCESS PLATF

ARRANGEMENT & DETAILS

FLT III GTG 23'-4" LVL PLATFORM ARR & DETAILS EHQ10946

DDG 51 LBES, BLDG 77H

EPSW PLATFORM ARRANGEMENT & DETAILS

EHQ10522

1. DEVIATIONS FROM THIS DRAWING ARE NOT PERMITTED WITHOUT APPROVAL

FROM THE NSWCPD CONSTRUCTION MANAGER (CODE 212) AND NDI ENGINEERING

CO.

2. DIMENSIONS REFERRING TO THIS NOTE SHALL BE FIELD VERIFIED PRIOR TO

BEGINNING ANY WORK. MINOR DEVIATIONS MAY BE PERMITTED WITH THE

APPROVAL OF THE NSWCPD CONSTRUCTION MANAGER (CODE 212).

3. DESIGN CRITERIA

BUILDING CODE: ICC 2015 INTERNATIONAL BUILDING CODE

ASCE 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS AND

OTHER STRUCTURES."

SEISMIC DESIGN BASED ON ASCE 7-10.

OVERALL CAPABILITY OF THE PLATFORM INCLUDING LIVE LOAD IS 450 PSF. FOR

THE MAIN PLATFORM AREA WHICH EXCLUDES THE BOLT ON WINGS TO THE

GTG'S, THE CONCENTRATED LOAD CAPABILITY OF THE PLATFORM I BEAM IS

10,000 LBS.

4. REMOVABLE HANDRAILS AND KICKPLATES SHALL BE PROVIDED AROUND

EXTERIOR PERIMETER OF NEW PLATFORM.

5. ALTERNATE HANDRAIL DETAILS MAY BE USED TO FACILITATE FABRICATION

WITH PRIOR APPROVAL OF THE NSWCPD CONSTRUCTION MANAGER (CODE 212).

6. GRATING SHALL HAVE 1 1/4" X 1/4" BEARING BARS AND MEET THE

REQUIREMENTS OF ASTM A569.

7. GRATING BEARING BARS SHALL SPAN THE SHORTER DISTANCE BETWEEN

BEAMS. WHERE PREFERRED OTHERWISE, OBTAIN APPROVAL OF THE NSWCPD

CONSTRUCTION MANAGER (CODE 212).

8. INTERMEDIATE STEEL TO SUPPORT THE EDGE OF THE GRATING SHALL BE

PROVIDED. CONNECT TO MAIN STEEL USING WELDED OR BOLTED SHEAR

CONNECTIONS.

9. THE EDGE OF THE GRATING AROUND EQUIPMENT OPENINGS SHALL BE BANDED

WITH 4" x 1/4" STEEL TOE PLATES WHERE NOTED.

10. SHOP DRAWINGS SHALL BE PREPARED BY THE FABRICATOR FOR REVIEW AND

APPROVAL BY NSWCPD.

STEEL NOTES:

1. ALL DESIGN MATERIAL, FABRICATION AND ERECTION SHALL CONFORM TO

ANSI/AISC 360-10 "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS" (ASD).

2. DESIGN, DETAILING AND FABRICATION OF ALL WELDED AND BOLTED

CONNECTIONS SHALL CONFORM TO THE AISC STEEL CONSTRUCTION MANUAL,

14TH EDITION.

3. FABRICATION, WELDING AND INSPECTION SPECIFIED ON THIS DRAWING SHALL

BE IN ACCORDANCE WITH AWS STRUCTURAL WELDING CODE D1.1. NSWCPD

PROGRAM OFFICE RESERVES THE RIGHT TO INSPECT SHOP FABRICATION PRIOR

TO SHIPMENT.

4. ELECTRODE SPECIFICATION SHALL BE E70XX.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR VISUAL INSPECTION OF ALL WELDS

BY AN AWS CERTIFIED INSPECTOR.

6. ALL STEEL SHALL BE CLEANED AND THEN PAINTED WITH AN ANTI-CORROSION

PRIMER UPON COMPLETION OF ALL WELDING AND WELD INSPECTION. FIELD

WELD ON STRUCTURAL MEMBERS SHALL BE CLEANED, WASHED WITH WATER

AND COATED WITH AN ANTI-CORROSION PRIMER. FINISH ALL STEEL WITH TWO

COATS OF LIGHT GRAY (ANSI 61) PAINT.

7. BASEPLATE LEVELING SHALL BE DONE WITH STEEL SHIMS IN LIEU OF GROUT

OR CHOCKFAST SINCE PLATFORM IS TO BE REMOVABLE.

11. MAINTAIN GROUNDING CONTINUITY BETWEEN PLATFORM GRATING, PLATFORM

DIAMOND PLATE, PLATFORM KICK PLATES, AND STRUCTURAL STEEL.

NOTES:

12. BAR GRATING (ITEM 15) SHALL BE CUT TO SIZES ARRANGED AS SHOWN IN

PLAN VIEW 44A. ALL PANELS SHALL BE REMOVABLE AND SECURED TO

PLATFORM STRUCTURE USING FOUR SADDLE CLIPS WITH FASTENERS (ITEM 16)

PER PANEL AS SHOWN IN DETAIL 47D.

13. ITEMS REFERED TO IN THE NOTES ABOVE ARE FOUND IN THIS DRAWING'S

MATERIAL LIST.

10/06/16

10/07/16

10/10/16

L. Skarbek

A. Cairns

1/13/17

1/24/17

1. INCORPORATED USACE COMMENTS OF

4/14/17 AND 4/18/17

PREPARED: D. MERLINO

CHECKED: N. BROOKS

QA. R. HALL PE

PROJ MGR: M. LAMBERTO

5/3/2017

5/5/2017

5/8/2017 TECH REVIEW

L. SKARBEK

5/11/2017 PROG MGR

A. CAIRNS

ROBERT HALL, PE

NJ# 35720

NDI ENGINEERING CO

DWG NO.CAGE CODESIZE REV

SCALE : AS NOTED SHEET 2

89256D A

910111213141516

APPROVED FOR CONSTRUCTION

FLT III GTG ACCESS PLATFORM

ISOMETRIC AND PLAN VIEW

EHQ10546

ISOMETRIC VIEW 11B

LOOKING NORTHWEST

FLIGHT III GTG ACCESS PLATFORM

SCALE: NONE

161514

KEY PLAN VIEW 14A

GTG ACCESS PLATFORM

SCALE: NONE

EPSW FLT III PLATFORM

REF 4

SEE PLAN VIEW 20A COLUMN ARRANGEMENT

SEE PLAN VIEW 28A PLATFORM ARRANGEMENT

EPSW FLT III PLATFORM

REF 4

23'-4" PLATFORM COLUMN

REF 3

SCALE : AS NOTED SHEET 3

D A

APPROVED FOR CONSTRUCTION

1718192021222324

FLIGHT III GTG ACCESS PLATF

COLUMN ARRANGEMENT

EHQ10546

NORTH

PLAN VIEW 20A

FLIGHT III 0'-0" COLUMN ARRANGEMENT

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

(14A)

15 16 17 18

18'-0"

REF

15 16 17 18

EPSW PLATFORM COLUMNS

SEE REF 4

9'-8

12'-4"

4'-2"

6'-2"

4'-2"

20'-0"

(REF)

20'-0"

(REF)

20'-0"

(REF)

DETAIL 23A

COLUMN BASE PLATE AND CONCRETE ANCHOR

SCALE: 1 1/2"=1'-0"

(4X)

ITEM 3

3/4" PLATE

1'-2"

ITEM 1

W8x21

3/4" ANCHOR BOLT

ITEM 20 & 21

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

GRAPHIC SCALE 1 1/2"=1'-0"

0 3" 6" 9" 2' 3' 4'

0 2'1' 3' 4' 5' 10' 15'

3/16

ITEM 20 & 21

NOM

IMBEDMENT

ITEM 1

ITEM 3

3/4" PLATE

ITEM 1, W8X21 COLUMN

ITEM 3, 3/4" BASE PLATE

40 PLACES

SEE DETAIL 23A

ITEM 7, 3"x3"x1/4"ANGLE

BOTTOM STAIR ATTACHMENT

SEE DETAIL 107D (6x)

6'-6

ITEM 7, 3"x3"x1/4"ANGLE

BOTTOM STAIR ATTACHMENT

SEE DETAIL 107D, (4x)

3'-8"

6'-3 "6'-3

6'-6 " 6'-6

3'-8"

89256

NOM METAL SHIM

SEE STEEL NOTE 7

23'-4" PLATFORM LEVEL

COLUMN 5'-5

4'-2

"11

2 13

SCALE : AS NOTED SHEET 4

D A

APPROVED FOR CONSTRUCTION

2526272829303132

EHQ10546

FLIGHT III GTG ACCESS PLATF

ARRANGEMENT

NORTH

PLAN VIEW 28A

GTG ACCESS PLATFORM ARRANGEMENT

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

(14A)

15 16 17 18

18'-0"

REF

17 18

EPSW PLATFORM COLUMNS

20'-0"

(REF)

20'-0"

(REF)

20'-0"

(REF)

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

0 2'1' 3' 4' 5' 10' 15'

4'-2"4'-2"4'-2"4'-2"4'-2"

EPSW PLATFORM COLUMNS

4'-2"

3'-1"

3'-2"

W8x21

4'-5"

6'-4

3'-2"

L E V E L

2'-1"

W8x21W8x21 W8x21

BOLT ON EXTENSION

PARTIAL PLAN 34A

4 PLACES

BOLT ON EXTENSION

PARTIAL PLAN 39C

2 PLACES

BOLT ON EXTENSION

PARTIAL PLAN 37A

4 PLACES

BOLT ON EXTENSION

PARTIAL PLAN 38A

2 PLACES

4'-2"

C INCLINED LADDERL C INCLINED LADDERL

2'-1"2'-1"2'-1"2'-1"2'-1"2'-1"

2'-1"2'-1"

C INCLINED LADDERL

2'-1"2'-1"

C INCLINED LADDERL

2'-1"2'-1"

1'-8"

C INCLINED LADDERL C INCLINED LADDERL

1'-8"

TYPICAL BEAM ATTACHMENT

DETAIL 102C

89256

W8x21

37'-6

2 13

SCALE : AS NOTED SHEET 5

D A

APPROVED FOR CONSTRUCTION

3334353637383940

EHQ10546

FLIGHT III GTG ACCESS PLATF

EXTENSION DETAILS

PLAN VIEW 34A

GTG ACCESS PLATFORM 3'-8" LEVEL

BOLT ON PLATFORM EXTENSION

4 REQUIRED, 2 SHALL BE MIRROR ASSEMBLIES

SCALE: 1"=1'-0"

(28A)

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

GRAPHIC SCALE 1 1/2"=1'-0"

0 3" 6" 9" 2' 3' 4'

0 2'1' 3' 4' 5' 10' 15'

PLAN VIEW 37A

GTG ACCESS PLATFORM 6'-6" LEVEL

BOLT ON PLATFORM EXTENSION

4 REQUIRED, 2 SHALL BE MIRROR ASSEMBLIES

SCALE: 1"=1'-0"

(28A)

PLAN VIEW 38A

GTG ACCESS PLATFORM 6'-6" LEVEL

BOLT ON PLATFORM EXTENSION

SCALE: 1"=1'-0"

(28A)

PLAN VIEW 39C

GTG ACCESS PLATFORM 6'-6" LEVEL

BOLT ON PLATFORM EXTENSION

SCALE: 1"=1'-0"

(28A)

10'-9"

5'-3"

1'-10"

1'-9"

D35

B35

C35

4'-5"

13'-3"

2'-2

C135

4'-5"

2'-2

D135

ITEM 7

3"x3"x1/4" ANGLE

ITEM 7,

3"x3"x1/4" ANGLE

ITEM 4, 3/8" PLATE

ITEM 5

3/16

DETAIL 34D

SCALE: 3"=1'-0"

(35D)

ITEM 8

3"x1/4" FB

ITEM 8

ITEM 4

3/16

1/8

ITEM 8

ITEM 5

WT7X11

ITEM 4

3/8" PLATE

ITEM 7

ITEM 5

ITEM 6

ITEM 7

1/8

ITEM 6

1'-4

SECT 35C

1/8

ITEM 7

45∅ SNIPE

SECTION 35B

SECT 35B1 & 35B2 SIM EXCEPT AS NOTED

FOR INFO NOT SHOWN SEE SECTION 35D & 35D1

SCALE: 1 1/2"=1'-0"

(34A, 37A, 39C)

ITEM 4

ITEM 7

ITEM 10

ITEM 5

ITEM 4

1/8

ITEM 5

ITEM 4

11'-2

ITEM 4

ITEM 6

ITEM 5

B135

SECTION 35C & 35C1

SCALE: 1 1/2"=1'-0"

(34A, 37A, 39C)

SECTION 35D

SECT 35D1 SIM EXCEPT AS NOTED

SCALE: 1 1/2"=1'-0"

(34A, 37A)

1'-8

2'-4

SIM

C135

B235

DETAIL 37D

SCALE: 3"=1'-0"

(35B, 35B1, 35B2, 35D, 35D1, 40A, 40A1)

ITEM 8

3"x1/4" FB

ITEM 5

WT7X11

ITEM 4

3/8" PLATE

ITEM 7

ITEM 5

ITEM 4

ITEM 8

ITEM 6

ITEM 10ITEM 4

ITEM 5

2'-5

ITEM 10

ITEM 4

ITEM 7,

3"x3"x1/4" ANGLE

ITEM 5

WT7X11

ITEM 6

1 1/2"x2 1/2"x1/4" ANGLE

ITEM 5

R1"

ITEM 5

WT7X11

ITEM 10

ITEM 4

DRILL ∅17/32 HOLE 6 PLACES

FOR ITEM 23 ,24 AND 25

1/2" BOLT

5'-0

2'-6"

A140

SECTION 40A & 40A1

FOR INFO NOT SHOWN SEE SECTION 35B & 35D

SCALE: 1 1/2"=1'-0"

(38A)

1'-0

A409"

SECTION 40B

FOR INFO NOT SHOWN SEE SECTION 35C

SCALE: 1 1/2"=1'-0"

(38A)

ITEM 4

3/8" PLATE

ITEM 5

WT7X11

ITEM 6

1 1/2"x2 1/2"x1/4" ANGLE

1'-0

1'-3

2'-7"

1'-11"

ITEM 5

ITEM 7,

3"x3"x1/4" ANGLE

ITEM 6

ITEM 7

ITEM 4

ITEM 6

ITEM 10

ITEM 5

WT7X11

SIM

ITEM 10

3"x5"x1/4" ANGLE

ITEM 4

3/8" PLATE

ITEM 4

ITEM 4,

3/8" PLATE

ITEM 4

REF

ITEM 4

B40

2'-4

SECT 35B1

10"

SECT 35B

SECT 35B1

1'-8

SECT 35D

2'-4

SECT 35D1

2'-7"

3/16

ITEM 12, 2" SCH 40 PIPE

HANDRAIL SOCKET

ITEM 6

ITEM 10

3/16

ITEM 12, 2" SCH 40 PIPE

HANDRAIL SOCKET

ITEM 12

ITEM 5

ITEM 10

ITEM 12ITEM 12

ITEM 12

SECT 35B2 ONLY

ITEM 12

SECT 40A ONLY

ITEM 12

SEE DETAIL 37D

3/16

3/16ITEM 12

3/16

3/16 2x

1/8

3/16

1/8

3/16

1/8

3/16

1/8 3x ITEM 12

ITEM 4

ITEM 10

ITEM 4

1'-8

SECT 35B

2'-4

ITEM 10

2'-0

SECT 35CI

89256

SEE DETAIL 37D

SCALE : AS NOTED SHEET 6

D A

4142434445464748

EHQ10546

NORTH

PLAN VIEW 44A

GTG ACCESS PLATFORM

GRATING ARRANGEMENT

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

15 16 17 18

18'-0"

REF

15 16 17 18

EPSW PLATFORM COLUMNS

20'-0"

(REF)

20'-0"

(REF)

20'-0"

(REF)

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

0 2'1' 3' 4' 5' 10' 15'

EPSW PLATFORM COLUMNS

10'-11"

8'-9"

1'-2"

2'-6"

5'-1

4'-6" 4'-6"

8'-9"

1'-2"

2'-6"2'-6

8'-9"

4'-6"

10'-11"

1'-2

5'-1 2"

1'-2"

2'-6

10'-11"

8'-9"

4'-6"

5'-1

12'-6 " 12'-4

" 12'-6

11'-4

2'-1

11'-4 " 11'-4

L E V E L

FLIGHT III GTG ACCESS PLATF

PLAN VIEW GRATING ARR

DETAIL 47D

TYPICAL GRATING HOLDDOWN

(4 REQD PER PANEL)

SCALE: NONE

ITEM 16, SADDLE CLIP W/FASTENER

SEE NOTE 13

ITEM 15, BAR GRATING

T.O. PLATF STEEL

PLATF BEAM

ITEM 15

BAR GRATING

DETAIL 47D

2'-4

1'-2

2'-4

89256

3' 3'3'3'3'

1'-10

2 13

8'-9"

APPROVED FOR CONSTRUCTION

SCALE : AS NOTED SHEET 7

D A

4950515253545556

EHQ10546

FLIGHT III GTG ACCESS PLATF

PLN VIEW HANDRAIL ARR & DET

NORTH

PLAN VIEW 51A

GTG ACCESS PLATFORM

HANDRAIL ARRANGEMENT

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

15 16 17 18

18'-0"

REF

15 16 17 18

EPSW PLATFORM COLUMNS

20'-0"

(REF)

20'-0"

(REF)

20'-0"

(REF)

4'-1"

3'-4"

6'-5

3'-2

EPSW PLATFORM COLUMNS

6'-8"

7'-7"

L E V E L

7'-7"

8" 1'-9

2'-3"2'-3"

1'-9 " 8"3'-1

" 3'-1

2'-1" 2'-1"2'-1"

2'-1"

8" 3'-1 " 8"3'-1

"3'-1

ITEM 12, 2X REMOVABLE HANDRAIL

STANCHION SOCKET

SEE DETAIL 55A

2X 1/4" PLATE (ITEM 18), 1 7/8"

DIA TYP TOP OF ALL STAN.

DETAIL 55C

TYPICAL SINGLE REMOVABLE HANDRAIL CONSTRUCTION

SEE PLAN VIEWS 51A FOR DIMENSIONS

SCALE: NONE

(51A)

3X 1/4" PLATE (ITEM 18), 1 7/8"

DIA TYP TOP OF ALL STAN.

DRILL 5/8" DIA HOLE THRU

PIPE SLEEVE & HANDRAIL FOR

(1/2" BOLT, NUT)

(ITEMS 23 & 24)

PLATF BEAM

1/8

DRILL 5/8" DIA HOLE THRU

PIPE SLEEVE, WELD 1/2" NUT

ITEM 24, FOR SET SCREW (ITEM 22)

1 1/2" SCH 80 PIPE

HANDRAIL STANCHION

(ITEM 28)

2" SCH 40 PIPE STANCHION SOCKET

(ITEM 12)

6" 3"

DETAIL 55A

REMOVABLE HANDRAIL STANCHION SOCKET

SCALE: NONE

(37A, 37B)

(2X) 1 1/2" SCH 80 PIPE

HANDRAIL STANCHION

(ITEM 28)

1/8 1/8

(4X) ALL HANDRAIL

TO BE CRIMPED AT ENDS

21"

1 1/2" SCH 40 PIPE

HANDRAIL

(ITEM 11)

ITEM 9, FB 4X 1/4" KICK PLATE

EXCEPT WHERE NOTED

1 1/2" TYP

ITEM 12, 3X REMOVABLE HANDRAIL

STANCHION SOCKET

SEE DETAIL 55A

(3X) 1 1/2" SCH 80 PIPE

HANDRAIL STANCHION

(ITEM 28)

(8X) ALL HANDRAIL

TO BE CRIMPED AT ENDS

1 1/2" SCH 40 PIPE

HANDRAIL

(ITEM 11)

21"

1 1/2" TYP

2" 3X8X 1/8 1/8

1/8

2x 1/81/8

1/8

TYP

DETAIL 55B

TYPICAL DOUBLE REMOVABLE HANDRAIL CONSTRUCTION

SEE PLAN VIEWS 51A FOR DIMENSIONS

SCALE: NONE

(51A)

DOUBLE HANDRAIL CONSTRUCTION

SEE DETAIL 55B

SINGLE HANDRAIL CONSTRUCTION

SEE DETAIL 55C

3'-9

TYP

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

ITEM 9, FB 4X 1/4" KICK PLATE

EXCEPT WHERE NOTED

ITEM 9, FB 4X 1/4" KICK PLATE

EXCEPT WHERE NOTED

DETAIL 55D ONLY

1'-8"

2'-3"

DETAIL 55D

SEE ELEVATION 84C FOR ORIENTATION

REMOVABLE HANDRAIL IWO GTG ENGINE

FOR INFORMATION NOT SHOWN SEE DETAIL 55C

SCALE: NONE

(51A)

1 1/2" SCH 80 PIPE

HANDRAIL

(ITEM 28)

1 1/2" SCH 40 PIPE

HANDRAIL

(ITEM 11)

1 1/2" SCH 80 PIPE

HANDRAIL

(ITEM 28)

DETAIL 55D ONLY

3'-1

2'-1"

89256

1 1/2"

2 13

APPROVED FOR CONSTRUCTION

6'-5

3'-2 " 3'-3

6'-6

7'-7"

3'-9

3'-3" 3'-3"

SCALE : AS NOTED SHEET 8

89256D A

EHQ10546

SECTION 60A

SECTION 60A1 SIM TO OPPOSITE HAND

GTG ACCESS PLATFORM

LOOKING NORTH

SCALE: 1/2"=1'-0"

(28A)

5758596061626364

6'-6" LEVEL

ITEM 1

W8x21 3'-8" LEVEL

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21 ITEM 1

W8x21

INCLINED LADDER

DETAIL 109A

HANDRAIL

SEE SHEET 7

HANDRAIL

SEE SHEET 7

EPSW PLATFORM

FLIGHT III GTG ACCESS PLATF

SECTIONS

GRAPHIC SCALE 1/2"=1'-0"

0 6" 2' 3' 4' 5' 10'1'

SEE DETAIL 99A

INCLINED LADDER

DETAIL 106A

TYPICAL COLUMN TO BEAM ATTACHMENT

DETAIL 103A

ITEM 5, WT7x11

DETAIL 103B

2' 2'

ITEM 5, WT7x11

DETAIL 103B

INCLINED LADDER

SEE DETAIL 109A

6'-6" LEVEL

ITEM 1

W8x21

3'-8" LEVEL

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21ITEM 1

W8x21

INCLINED LADDER

SEE DETAIL 106A

ITEM 1, W8x21

(6x)

FLT III PLATFORM COLUMNSFLT III PLATFORM COLUMNS

EPSW PLATFORM

SEE DETAIL 100B

SEE DETAIL 99A

SEE DETAIL 98B

4x)

13'-3"

PLATFORM EXTENSION

SEE PLAN VIEW 37A

5'-

PLATFORM EXTENSION

SEE PLAN VIEW 38A

10'-9"

PLATFORM EXTENSION

SEE PLAN VIEW 34A

SEE DETAIL 98B

(3x)

SEE DETAIL 98B

(2x)

SECTION 60C

GTG ACCESS PLATFORM

LOOKING SOUTH

SCALE: 1/2"=1'-0"

(28A)

ITEM 5, WT7x11

DETAIL 103B

ITEM 5, WT7x11

DETAIL 103B

ITEM 1

W8x21

ITEM 5, WT7x11

DETAIL 103B

0'-0" LEVEL

SCALE : AS NOTED SHEET 9

89256D A

6566676869707172

EHQ10546

FLIGHT III GTG ACCESS PLATF

SECTION & ELEVATION

GRAPHIC SCALE 1/2"=1'-0"

0 6" 2' 3' 4' 5' 10'1'

INCLINED LADDER

SEE DETAIL 109A

6'-6" LEVEL

ITEM 1

W8x21

3'-8" LEVEL

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1, W8x21

(6x)

INCLINED LADDER

SEE DETAIL 106A

ITEM 1, W8x21

(6x)

EPSW PLATFORM

FLT III PLATFORM COLUMNS

SECTION 68A

GTG ACCESS PLATFORM

LOOKING NORTH

SCALE: 1/2"=1'-0"

(28A)

ITEM 1, W8x21

(6x)

SEE DETAIL 99A

13'-3"

PLATFORM EXTENSION

SEE PLAN VIEW 37A

SEE DETAIL 98B

(4x)

5'-

PLATFORM EXTENSION

SEE PLAN VIEW 39C

SEE DETAIL 98B

(3x)

10'-9"

PLATFORM EXTENSION

SEE PLAN VIEW 34A

INCLINED LADDER

SEE DETAIL 111A

SEE DETAIL 98B

(2x)

ELEVATION 68C

GTG ACCESS PLATFORM

LOOKING WEST

SCALE: 1/2"=1'-0"

(28A)

NORTH

6'-6" LEVEL

ITEM 1

W8x21

6'-6" LEVEL

ITEM 1

W8x21

ITEM 1

W8x21

7'-0 "9'-5

"7'-0

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

0'-0" LEVEL

HANDRAIL

WITHOUT KICK PLATE

INCLINED LADDER CLIPS

SEE DETAIL 109D

PLATFORM EXTENSION

SEE PLAN VIEW 37A

PLATFORM EXTENSION

SEE PLAN VIEW 37A

ITEM 5, WT7x11

DETAIL 103B

ITEM 5, WT7x11

DETAIL 103B

6" 6" 6"

ITEM 5, WT7x11

DETAIL 100C ITEM 5, WT7x11

DETAIL 100C

ITEM 5, WT7x11

DETAIL 100C

1'-3

2'-6

C INCLINED LADDER

SEE DETAIL 106A

INCLINED LADDER CLIPS

SEE DETAIL 109D

1'-3

2'-6

C INCLINED LADDER

SEE DETAIL 106A

INCLINED LADDER CLIPS

SEE DETAIL 109D

1'-3

2'-6

C INCLINED LADDER

SEE DETAIL 106A

HANDRAIL

WITHOUT KICK PLATE

HANDRAIL

WITHOUT KICK PLATE

0'-0" LEVEL 0'-0" LEVEL

0'-0" LEVEL

APPROVED FOR CONSTRUCTION

HANDRAIL

WITHOUT KICK PLATE

SCALE : AS NOTED SHEET 10

89256D A

7374757677787980

EHQ10546

ELEVATION 76B

GTG ACCESS PLATFORM

LOOKING WEST

SCALE: 1/2"=1'-0"

(28A)

NORTH

6'-6" LEVEL

ITEM 1

W8x21

6'-6" LEVEL

ITEM 1

W8x21

ITEM 1

W8x21

6'-9 "9'-4

"6'-9

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

FLIGHT III GTG ACCESS PLATF

ELEVATIONS

GRAPHIC SCALE 1/2"=1'-0"

0 6" 2' 3' 4' 5' 10'1'

0'-0" LEVEL

ELEVATION 76A

GTG ACCESS PLATFORM

LOOKING WEST

SCALE: 1/2"=1'-0"

(28A)

NORTH

6'-6" LEVEL 6'-6" LEVEL

6'-9 "9'-4

"6'-9

ITEM 1

W8x21ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 28, 1 1/2" SCH80 PIPE

HANDRAIL

ITEM 28, 1 1/2" SCH80 PIPE

HANDRAIL

PLATFORM EXTENSION

SEE PLAN VIEW 37A

PLATFORM EXTENSION

SEE PLAN VIEW 37A

PLATFORM EXTENSION

SEE PLAN VIEW 37A

PLATFORM EXTENSION

SEE PLAN VIEW 37A

ITEM 5, WT7x11

DETAIL 100C ITEM 5, WT7x11

DETAIL 100C

ELEVATION 76C

GTG ACCESS PLATFORM

LOOKING WEST

SCALE: 1/2"=1'-0"

(28A)

NORTH

6'-6" LEVEL 6'-6" LEVEL

6'-9 "9'-4

"6'-9

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

0'-0" LEVEL

PLATFORM EXTENSION

SEE PLAN VIEW 37A

PLATFORM EXTENSION

SEE PLAN VIEW 37A

FLT III 23'-4" PLATFORM COLUMNS

0'-0" LEVEL

APPROVED FOR CONSTRUCTION

ITEM 28, 1 1/2" SCH80 PIPE

HANDRAIL

ITEM 28, 1 1/2" SCH80 PIPE

HANDRAIL

ITEM 28, 1 1/2" SCH80 PIPE

HANDRAIL

ITEM 28, 1 1/2" SCH80 PIPE

HANDRAIL

WITHOUT KICK PLATE

SCALE : AS NOTED SHEET 11

89256D A

8182838485868788

EHQ10546

ELEVATION 84B

GTG ACCESS PLATFORM

LOOKING WEST

SCALE: 1/2"=1'-0"

(28A)

NORTH

6'-6" LEVEL 6'-6" LEVEL

ITEM 1

W8x21

6'-9 "8'-0

"5'-5

ITEM 1

W8x21

FLIGHT III GTG ACCESS PLATF

ELEVATIONS

GRAPHIC SCALE 1/2"=1'-0"

0 6" 2' 3' 4' 5' 10'1'

0'-0" LEVEL

HANDRAIL

WITHOUT KICK PLATE

3'-8" LEVEL ATTACHMENT

SEE DETAIL 99A

PLATFORM EXTENSION

SEE PLAN VIEW 38A

PLATFORM EXTENSION

SEE PLAN VIEW 39C

PLATFORM EXTENSION

SEE PLAN VIEW 38A

PLATFORM EXTENSION

SEE PLAN VIEW 39C

3'-8" LEVEL 3'-8" LEVEL 3'-8" LEVEL

ITEM 1

W8x21

ITEM 1

W8x21

ELEVATION 84C

GTG ACCESS PLATFORM

LOOKING EAST

SCALE: 1/2"=1'-0"

(28A)

NORTH

3'-8" LEVEL

ITEM 1

W8x21

6'-1 " 8'-0

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21ITEM 1

W8x21

ITEM 10

0'-0" LEVEL

HANDRAIL

WITHOUT KICK PLATE

3'-8" LEVEL

ITEM 1

W8x21

ITEM 1

W8x21

6'-6" LEVEL 6'-6" LEVEL

6'-1

HANDRAIL

WITHOUT KICK PLATE

SEE DETAIL 55D ONLY

PLATFORM EXTENSION

SEE PLAN VIEW 34A

PLATFORM EXTENSION

SEE PLAN VIEW 34A

DETAIL 100C

ELEVATION 84A

GTG ACCESS PLATFORM

LOOKING WEST

SCALE: 1/2"=1'-0"

(28A)

NORTH

6'-6" LEVEL

FLT III 23'-4" PLATFORM COLUMNS

6'-6" LEVEL

6'-9 "8'-0

"5'-5

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

0'-0" LEVEL

HANDRAIL

WITHOUT KICK PLATE

PLATFORM EXTENSION

SEE PLAN VIEW 38A

PLATFORM EXTENSION

SEE PLAN VIEW 39C

PLATFORM EXTENSION

SEE PLAN VIEW 38A

PLATFORM EXTENSION

SEE PLAN VIEW 39C

DETAIL 102B DETAIL 102B

HANDRAIL

WITHOUT KICK PLATE

HANDRAIL

WITHOUT KICK PLATE

SEE DETAIL 55D ONLY

0'-0" LEVEL

ITEM 1

W8x21

3'-8" LEVEL ATTACHMENT

SEE DETAIL 99ADETAIL 100C

ITEM 1

W8x21

3'-8" LEVEL ATTACHMENT

SEE DETAIL 99ADETAIL 100C

APPROVED FOR CONSTRUCTION

ITEM 28, 1 1/2" SCH80 PIPE

HANDRAIL

ITEM 28, 1 1/2" SCH80 PIPE

HANDRAIL

ITEM 28, 1 1/2" SCH80 PIPE

HANDRAIL

ITEM 28, 1 1/2" SCH80 PIPE

HANDRAIL

WITHOUT KICK PLATE

SCALE : AS NOTED SHEET 12

89256D A

8990919293949596

EHQ10546

FLIGHT III GTG ACCESS PLATF

ELEVATIONS

GRAPHIC SCALE 1/2"=1'-0"

0 6" 2' 3' 4' 5' 10'1'

ELEVATION 92A

GTG ACCESS PLATFORM

LOOKING EAST

SCALE: 1/2"=1'-0"

(28A)

NORTH

3'-8" LEVEL

6'-1 " 8'-0

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

6'-1

ELEVATION 92B

GTG ACCESS PLATFORM

LOOKING EAST

SCALE: 1/2"=1'-0"

(28A)

NORTH

37'-6

ITEM 1

W8x21

ITEM 1

W8x21

0'-0" LEVEL

3'-8" LEVEL

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 13

12'-6 " 12'-6

8'-4 "1'-10" 8'-4

"1'-10"

DETAIL96B

SCALE: 1 1/2"=1'-0"

(92D)

ITEM 1

W8x21

1/8

ITEM 13

1 1/2" x 1/4" FB

ITEM 13

SEE DETAIL 100A

PLATFORM EXTENSION

SEE PLAN VIEW 34APLATFORM EXTENSION

SEE PLAN VIEW 34A

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21 ITEM 1

W8x21

ELEVATION 92C

GTG ACCESS PLATFORM

INCLINED LADDERS REMOVED FOR CLARITY

LOOKING EAST

SCALE: 1/2"=1'-0"

(28A)

NORTH

ITEM 1

W8x21

ITEM 1

W8x21

ITEM 1

W8x21

37'-6

ITEM 1

W8x21

ITEM 1

W8x21

0'-0" LEVEL

3'-8" LEVEL

ITEM 1

W8x21

HANDRAIL

SEE SHEET 7

12'-6 " 12'-6

SEE DETAIL 100A

ITEM 5, WT7x11

DETAIL 98C

ITEM 5, WT7x11

DETAIL 98C

ITEM 5, WT7x11

DETAIL 98C

ITEM 5, WT7x11

DETAIL 98C

ITEM 5, WT7x11

DETAIL 98C

ITEM 5, WT7x11

DETAIL 98C

ITEM 5, WT7x11

DETAIL 98C

ITEM 5, WT7x11

DETAIL 98C

ITEM 5, WT7x11

DETAIL 98C

INCLINED LADDER CLIPS

SEE DETAIL 109D

1'-3

2'-6

C INCLINED LADDER

SEE DETAIL 111A

SEE DETAIL 100A

INCLINED LADDER CLIPS

SEE DETAIL 109D

1'-3

2'-6

C INCLINED LADDER

SEE DETAIL 111A

3'-8" LEVEL

0'-0" LEVEL 0'-0" LEVEL

APPROVED FOR CONSTRUCTION

ITEM 28, 1 1/2" SCH80 PIPE

HANDRAIL

ITEM 28, 1 1/2" SCH80 PIPE

HANDRAIL

ITEM 28, 1 1/2" SCH80 PIPE

HANDRAIL

ITEM 28, 1 1/2" SCH80 PIPE

SCALE : AS NOTED SHEET 13

89256D A

979899100101102103104

EHQ10546

FLIGHT III GTG ACCESS PLATF

DETAILS

GRAPHIC SCALE 1/2"=1'-0"

0 6" 2' 3' 4' 5' 10'1'

DETAIL 99A

3'-8" LVL TO 6'-6" PLATFORM LVL ATTACHMENT

SCALE: 3"=1'-0"

(60A, 60C, 68A, 68C, 100B)

3'-8" LEVEL

ITEM 1, W8x21

3/16

ITEM 1

ITEM 1, W8x21

COLUMN

ITEM 1, W8x21

COLUMN

ITEM 1

W8x21

ITEM 14,

2 1/2"x 2 1/2"x 5/16" ANGLE

ITEM 14

DRILL 17/32" HOLE FOR

∅1/2" BOLT ITEM 22, 23

AND 24

DETAIL 100A

3'-8" LVL PLATFORM ATTACHMENT

FOR INFORMATION NOT SHOWN SEE DETAIL 99A

SCALE: 3"=1'-0"

ITEM 1, W8x21 ITEM 1, W8x21

3'-8" LEVEL

ITEM 1, W8x21

COLUMN

(2x)

ITEM 14

DETAIL 102A

TYPICAL BEAM ATTACHMENT

SCALE: 3"=1'-0"

1/8

ITEM 1, W8x21

3/4" SNIPE (2x)

TOP OF PLATF

DETAIL 103A

TYPICAL COLUMN TO BEAM ATTACHMENT

SCALE: 3"=1'-0"

(ALL)

1/8

TOP OF PLATF

ITEM 1, W8x21

COLUMN

ITEM 1, W8x21

DETAIL 102B

SCALE: 3"=1'-0"

(100B)

ITEM 1, W8x21

ITEM 4, 3/8" PLATE

TOP OF PLATF

3/16 2x

1'-11

TOP OF 6'-6" PLATF LVL

3" 1

DETAIL 100B

REMOVABLE PLATFORM SECTION

SCALE: 1 1/2"=1'-0"

(60C, 68A)

DRILL 17/32" HOLE FOR ∅1/2"

BOLT ITEM 22, 23 AND 24

ITEM 4

ITEM 1

ITEM 12x

3/16 2x

TOP OF PLATF

ITEM 1, W8x21

ITEM 1

ITEM 5, WT7x11

1/8

DETAIL 103B

TYPICAL PLATFORM BRACE ATTACHMENT

SCALE: 3"=1'-0"

TOP OF PLATF AND EXTENSIONS

ITEM 1, W8x21

SEE DETAIL 34D

EQUALEQUAL

C PLATFORM BEAM

WHERE APPLICABLE

DETAIL 98B

PLATFORM EXTENSION ATTACHMENT

SCALE: 3"=1'-0"

(ALL)

PLATFORM EXTENSION

BOLTING PLATE

SEE DETAIL 34D

SIMILAR

DETAIL 98B

DRILL 17/32" HOLE FOR

∅1/2" BOLT ITEM 22, 23

AND 24

45.0°

DETAIL 98C

LATERAL BRACE ATTACHMENT AT 3'-8" PLATF

SCALE: 3"=1'-0"

TOP OF 3'-8" PLATF

ITEM 1, W8x21

ITEM 5, WT7x11

30.0°

ITEM 1

ITEM 5

1/8

3/16

45.0° 6"

TOP OF 6'-6" PLATF

ITEM 1, W8x21

DETAIL 100C

LATERAL BRACE ATTACHMENT AT 6'-6" PLATF

SCALE: 3"=1'-0"

ITEM 5, WT7x11

ITEM 1

ITEM 1ITEM 1

SIMILAR DETAIL 99A

(2x)

ITEM 14

(2x)

ITEM 14

(2x)

SCALE : AS NOTED SHEET 14

89256D A

105106107108109110111112

EHQ10546

GRAPHIC SCALE 1"=1'-0"

0 6" 2' 3' 4' 5'1'

FLIGHT III GTG ACCESS PLATF

INCLINED LADDER DETAILS

STAIR TREAD RISE

7 EQ SPACES

@8 "= 5'-2

6'-6" LEVEL

DETAIL 106A

INCLINED LADDER

FLOOR TO 6'-6" LEVEL

SCALE: 1"=1'-0"

(28A, 68C)

45.0°

ITEM 1

W8x21

ITEM 28, 1 1/2" SCH80 PIPE

GUARD RAIL

DETAIL 119A

6'-6

ITEM 2

C10x15.3 CHANNEL

SEE DETAIL 119A

ITEM 17

STAIR TREAD

7 PLACES

DETAIL 109D

TOP ATTACHMENT

(2 PLACES EACH LADDER)

SCALE: 3"=1'-0"

(106A, 109A, 111A)

6'-6" LEVEL

1" 1"

1/8

ITEM 18

1/4" PLATE

DETAIL 109A

INCLINED LADDER

3'-8" TO 6'-6" LEVEL

SCALE: 1"=1'-0"

(28A, 68C)

DETAIL 111A

INCLINED LADDER

FLOOR TO 3'-8" LEVEL

SCALE: 1"=1'-0"

(28A, 68C)

STAIR TREAD RISE

3 EQ SPACES

@ 6 " = 1'-8

3'-8" LEVEL

ITEM 2

ITEM 1

W8x 21

ITEM 1

0'-0" LEVEL

45.0°

DETAIL 107D

BOTTOM ATTACHMENT

(2 PLACES EACH LADDER)

SCALE: 3"=1'-0"

(106A, 111A)

1" 2"

4 1/4"

NOM

IMBEDMENT

DRILL∅ 9/16" HOLE FOR

∅1/2" BOLT AND NUT

ITEM 22, 24 & 25

ITEM 7,

3"x 3"x 1/4" ANGLE

ITEM 21 & 27

CONCRETE ANCHOR BOLT AND NUT

STAIR TREAD RISE

4 EQ SPACES

@7 " = 2'-6"

DETAIL 109D

DETAIL 107D

0'-0" LEVEL

ITEM 1

W8x21

2'-9

3'-8" LEVEL

3" 1"

ITEM 18

1/4" PLATE

ITEM 1

W8x21

DETAIL 111C

BOTTOM ATTACHMENT

3'-8" LVL TO 6'-6" LVL ONLY

(2 PLACES EACH LADDER)

SCALE: 3"=1'-0"

(109A)

ITEM 2

C10x15.3 CHANNEL

ITEM 2

C10x15.3 CHANNEL

2x 1/8

DETAIL 111C

3'-8"

DRILL∅ 9/16" HOLE FOR

∅1/2" BOLT AND NUT

ITEM 22, 24 & 25

DRILL∅ 9/16" HOLE FOR

∅1/2" BOLT AND NUT

ITEM 22, 24 & 25

ITEM 7

ITEM 21 & 27

CONCRETE ANCHOR BOLT AND NUT

45.0°

ITEM 2

C10x15.3 CHANNEL

SEE DETAIL 117C

ITEM 2

C10x15.3 CHANNEL

SEE DETAIL 114C

DETAIL 109D DETAIL 109D

APPROVED FOR CONSTRUCTION

ITEM 11, 1 1/2" SCH40 PIPE

HANDRAIL

DETAIL 119A

ITEM 28, 1 1/2" SCH80 PIPE

GUARD RAIL

DETAIL 114C

ITEM 11, 1 1/2" SCH40 PIPE

HANDRAIL

DETAIL 114C

ITEM 28, 1 1/2" SCH80 PIPE

GUARD RAIL

DETAIL 117C

ITEM 11, 1 1/2" SCH40 PIPE

HANDRAIL

DETAIL 117C

TYP

1/8

0'-0" LEVEL

A1A1A1

SCALE : AS NOTED SHEET 15

89256D A

EHQ10546

APPROVED FOR CONSTRUCTION

FLIGHT III GTG ACCESS PLATF

INCLINED LADDER DETAILS

113114115116117118119120

DETAIL 119A

INCLINED LADDER

FLOOR TO 6'-6" LEVEL

SCALE: 1"=1'-0"

(106A)

9'-1

3'-9

5'-0

7"7

4'-1

2'-8

8'-21

EQUAL

ITEM 28, 1 1/2" SCH80 PIPE

GUARD RAIL

ITEM 2

C10x15.3 CHANNEL

DETAIL 114C

INCLINED LADDER

3'-8" TO 6'-6" LEVEL

SCALE: 1"=1'-0"

(109A)

DETAIL 117C

INCLINED LADDER

FLOOR TO 3'-8" LEVEL

SCALE: 1"=1'-0"

(111A)

EQUAL

ITEM 28, 1 1/2" SCH80 PIPE

GUARD RAIL

ITEM 2

C10x15.3 CHANNEL

GRAPHIC SCALE 1"=1'-0"

0 6" 2' 3' 4' 5'1'

3'-6"

ITEM 11, 1 1/2" SCH40 PIPE

HAND RAIL

ITEM 11, 1 1/2" SCH40 PIPE

HAND RAIL

1'-6"

3'-1

1'-6"

3'-1

1'-6"

FLOOR 0'-0" LEVEL

3'-1

1'-6"

3'-8" LEVEL

3'-2

1'-6"

PLAN VIEW 115A

INCLINED LADDER

SCALE: 1"=1'-0"

(114C, 117C, 119A)

ITEM 28

ITEM 28, 1 1/2" SCH80 PIPE

GUARD RAIL

ITEM 11, 1 1/2" SCH40 PIPE

HAND RAIL

ITEM 28

ITEM 11

2'-9"2'-3"

ITEM 2

C10x15.3 CHANNEL

ITEM 17

STAIR TREAD

DETAIL 119D

TYPICAL HANDRAIL CLIP

SCALE: NONE

(114C, 117C, 119A)

ITEM 28, 1 1/2" SCH80 PIPE

GUARD RAIL

ITEM 11, 1 1/2" SCH40 PIPE

HAND RAIL

ITEM 13,

1-1/2"x 1/4" FLAT BAR

ITEM 28

3/16

ITEM 13

MIN

ITEM 11

SIM 115ASIM 115A

115 A

ITEM 13, 1 1/2"x 1/4" FLAT BAR

HANDRAIL CLIP

SEE DETAIL 119D

1' 1'

SCALE : AS NOTED SHEET 16

89256D A

LIST OF MATERIAL

ITEM QTY DESCRIPTION MATERIAL SPECIFICATION REMARKS

W8x21 BEAM ALLOY STEEL

ASTM A992

GRADE 50

C10x15.3 CHANNEL ALLOY STEEL

ASTM A992

GRADE 50

SQ FT

3/4" THK PLATE CARBON STEEL ASTM A36

SQ FT

3/8" THK PLATE CARBON STEEL ASTM A36

WT7x11 TEE ALLOY STEEL

ASTM A992

GRADE 50

1-1/2"x2-1/2"x1/4" ANGLE CARBON STEEL ASTM A36

3"x3"x1/4" ANGLE CARBON STEEL ASTM A36

FLAT BAR, 3" x 1/4" CARBON STEEL ASTM A36

FLAT BAR 4"x 1/4" CARBON STEEL ASTM A36 KICK PLATE CUT TO SUIT

3"x5"x1/4" ANGLE CARBON STEEL ASTM A36

PIPE, 1-1/2" SCH 40 BW CARBON STEEL

ASTM A53

GRADE B

USE AS HANDRAIL

PIPE, 2" SCH 40, LENGTH 6" CARBON STEEL

ASTM A53

GRADE B

USE AS HANDRAIL SOCKET

FLAT BAR 1-1/2"x 1/4" CARBON STEEL ASTM A36

2 1/2"x2 1/2"x5/16" ANGLE CARBON STEEL ASTM A36

15 34

WELDED BAR GRATING, SMOOTH,

1 1/4" x 1/4" BEARING BAR, SPACED 1-3/16" OC, 4" CROSS BARS, w/ A DEFLECTION OF LESS THEN 0.34"

WITH A UNIFORM LOAD OF 433 PSF ON A 4'-6" SPAN,

PAINTED BLACK, 3'-0" PANELS, 12' L

CARBON STEEL COMMERCIAL

REQD

SADDLE CLIP FOR BAR GRATING (ITEM 15)

W/SELF DRILLING FASTENER

COMMERCIAL

17 46

BOLTED STAIR TREAD W/ DIAMOND PLATE NOSE,

SERRATED, WELDED RECTANGULAR STEEL BAR,

PAINTED BLACK, 30" WIDE x 9 3/4" DEEP

CARBON STEEL COMMERCIAL

SQ FT

1/4" THK PLATE CARBON STEEL ASTM A36

19 NOT USED

20 160

WEDGE EXPANSION ANCHOR BOLT, HEX HD,

3/4-10UNC-2A, 8" LONG, w/ HEX NUT, MINIMUM DESIGN STRENGTH OF 7,165 LB (TENSION) AND

15,430 LB (SHEAR) CAPABILITY IN 4000 PSI CONCRETE

w/ 4 1/4" EMBEDMENT

CARBON STEEL COMMERCIAL

21 180 3/4" WASHER, FLAT, TYPE B, 2" OD ALLOY STEEL ASTM A500

22 144 BOLT, HX HD, 1/2"-13UNC-2A x 1-1/2" L ALLOY STEEL ASTM A325 HANDRAIL SET SCREW & STAIR CLIPS

23 80 BOLT, HX HD, 1/2"-13UNC-2A x 2-3/4" L ALLOY STEEL ASTM A325 USED AS HANDRAIL THROUGH BOLT

24 548 NUT, HX HD, 1/2"-13UNC-2B ALLOY STEEL ASTM A563

REQD

1/2" WASHER, FLAT, TYPE B, 2" OD ALLOY STEEL ASTM A500

26 324 BOLT, HX HD, 1/2"-13UNC-2A x 2" L ALLOY STEEL ASTM A325 FOR PLATFORM ASSEMBLY

27 20

WEDGE EXPANSION ANCHOR BOLT, HEX HD,

3/4-10UNC-2A, 7" LONG, w/ HEX NUT, DESIGN STRENGTH OF 7,165 LB (TENSION) AND

15,430 LB (SHEAR) CAPABILITY IN 4000 PSI CONCRETE

w/ 4 1/4" EMBEDMENT

CARBON STEEL COMMERCIAL

PIPE, 1-1/2" SCH 80 BW CARBON STEEL

ASTM A53

GRADE B

USE AS HANDRAIL

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LIST OF MATERIAL

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File details come from the government source that posted it. Updated Nov 14, 2017.