A.07.23_Solicitation_W9127N17Q0045_Attachment_IV.pdf

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IDENTIFICATION

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R of Engineers

US Army Corps

/4 /2

BORDER VERSION UPDATE [08-2013]

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Sheet NameSHEET NAME:G2ECDJTH BY USERNAME:DATE AND TIME PLOTTED: 8/4/2017 2:10:46 PM

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/2

2'-9 3/4 "

2'-4 1/2 "

2'-5 3/4 "

3'-0"

2'-8"

STRUT, EACH SIDE

5"x3"x1/4" TUBE

DIAGONAL BRACE

3"x3"x1/4" TUBE

LEDGER

L 2x2x3/16"

EXISTING SS

TOE PLATE, TYP.

MIDRAIL, TYP.

TOPRAIL, TYP.

PLATFORM OUT-OUT

P L

A T F

O R

M O

U T -O

U T

MATCH DIMENSIONS SHOWN.

AND ALUMINUM GRATING TO

CUT EXISTING C 8x4.25 MEMBERS

SECTION

MODIFIED PLATFORM

LAYOUT AND DIMENSIONS

DRAWINGS FOR ACTUAL

AS-BUILT INFORMATIONAL

EXISTING STAIR. REFER TO

WALL

BUILDING EXTERIOR

EXISTING ELEVATOR

BEHIND

DIAGONAL BRACE

3"x3"x1/4" TUBE

NEW STRUT

3/8" PLATE

5"x3"x1/4" STRUT

4 PLACES

OR APPROVED EQUAL

" EMBED)4

GALV (3

HILTI 1/2" KWIK BOLT TZ-CS

/4

/4

2 1/4 "

1"

1" 1"

5"

"4

" PLATE8

3/16"

TUBE

5"x3"x1/4"

"= 1'-0"2

1SCALE: 1

12" 9" 6" 3" 0 1'

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

GUARDRAIL, SEE NOTE 9

CONTRACTOR DESIGNED

GUARDRAIL, SEE NOTE 9.

CONTRACTOR DESIGNED

EACH SIDE, TYP

EXISTING C 8x4.25

2 1/2 "3"2 1/2 "

/2

/2

8"

1"

3/16"

TYP

NEW C 8x4.25

APPROVAL PRIOR TO COMMENCING WORK.

REQUIREMENTS MANUAL". SUBMIT ALL CALCULATIONS AND DRAWINGS FOR GOVERNMENT

SHALL MEET ALL REQUIREMENTS SET FORTH IN THE LATEST EM 385-1-1 "SAFETY AND HEALTH

BE DESIGNED AND PROVIDED BY CONTRACTOR WHERE CALLED OUT ON THE DRAWINGS AND

WALKWAYS, HANDRAILS, STAIRS, LADDERS, AND ALL APPLICABLE CONNECTION DETAILS SHALL 9.

WORK.

SUBMIT DETAILED SHOP DRAWINGS FOR GOVERNMENT APPROVAL PRIOR TO COMMENCING 8.

TYPE 1. NUTS SHALL BE ASTM A563 DH. WASHERS SHALL BE ASTM F436, TYPE 1.

ALL FASTENER COMPONENTS SHALL BE GALVANIZED. BOLTS SHALL BE ASTM F3125, GR. A325, 7.

ALUMINUM WELDING MUST CONFORM TO AWS D1.2.6.

ALL WELDING MUST BE PERFORMED IN THE SHOP.5.

INSTALL CONCRETE ANCHORS IN ACCORDANCE WITH THE MANUFACTURER INSTRUCTIONS.4.

APPROVED ISOLATION SYSTEM.

METAL SURFACES IN CONTACT WITH DISSIMILAR METAL OR CONCRETE SHALL USE AN 3.

ALL STRUCTURAL SHAPES AND PLATES MUST BE 6061-T6 ALUMINUM UNO.2.

FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WORK.1.

NOTES:

N.T.S.

PLATFORM ISOMETRIC

" = 1'-0"2

1SCALE: 1 -

PLATFORM FRONT ELEVATION

" = 1'-0"2

1SCALE: 1 -

PLATFORM PLAN VIEW

" = 1'-0"2

1SCALE: 1 -

PLATFORM RIGHT ELEVATION

SCALE: 6" = 1'-0"

DETAIL

SCALE: 6" = 1'-0"

DETAIL

SP102

SP102

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O

IDENTIFICATION

SHEET

1 2 3 4 5 6

S C

R

IP

T

IO

N M

A R

K D

A T

E A

P P

R of Engineers

US Army Corps

/4 /2

BORDER VERSION UPDATE [08-2013]

c p w -w o rk \p w n w p \g o d n jt h \d m s

D E

S

IG

N F

IL

E

Sheet NameSHEET NAME:G2ECDJTH BY USERNAME:DATE AND TIME PLOTTED: 8/4/2017 2:30:55 PM

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"2 11 "4

2"

1/4" R

BEHIND

6" LONG

L 3x3x1/4

EXISTING C 8X4.25

NEW C 8X4.25

ANGLE CONNECTOR.

THROUGH CHANNEL AND

LOCK WASHER. BOLT

3/8" � GALV. BOLTS, NUTS,

AS SHOWN.

COPE NEW C 8x4.25

S E

C T

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3"x3"x1/4" BRACE

5"x3"x1/4" STRUT

"8

SCALE: 6"= 1'-0"

0 1" 2" 3" 6"

3/16"

TYP

APPROVAL PRIOR TO COMMENCING WORK.

REQUIREMENTS MANUAL". SUBMIT ALL CALCULATIONS AND DRAWINGS FOR GOVERNMENT

SHALL MEET ALL REQUIREMENTS SET FORTH IN THE LATEST EM 385-1-1 "SAFETY AND HEALTH

BE DESIGNED AND PROVIDED BY CONTRACTOR WHERE CALLED OUT ON THE DRAWINGS AND

WALKWAYS, HANDRAILS, STAIRS, LADDERS, AND ALL APPLICABLE CONNECTION DETAILS MUST9.

WORK.

SUBMIT DETAILED SHOP DRAWINGS FOR GOVERNMENT APPROVAL PRIOR TO COMMENCING 8.

TYPE 1. NUTS SHALL BE ASTM A563 DH. WASHERS SHALL BE ASTM F436, TYPE 1.

ALL FASTENERS COMPONENTS SHALL BE GALVANIZED. BOLTS SHALL BE ASTM F3125, GR. A325, 7.

ALUMINUM WELDING SHALL CONFORM TO AWS D1.2.6.

ALL WELDING SHALL BE PERFORMED IN THE SHOP.5.

INSTALL CONCRETE ANCHORS IN ACCORDANCE WITH THE MANUFACTURER INSTRUCTIONS.4.

APPROVED ISOLATION SYSTEM.

METAL SURFACES IN CONTACT WITH DISSIMILAR METAL OR CONCRETE MUST USE AN 3.

ALL STRUCTURAL SHAPES AND PLATES MUST BE 6061-T6 ALUMINUM UNO.2.

FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WORK.1.

NOTES:

SP101

SCALE: 6" = 1'-0"

CHANNEL CONNECTION DETAIL

SP101

A

SCALE: 6" = 1'-0"

BRACE CONNECTION SECTION