0719-375 VAMC Steams Tunnels_Revision 1_20201105.pdf

3" CLR

C L R

(4) #5 EPOXY DOWELS 3'-0"

LONG, WITH 6" EMBED

#5 @12 EACH WAY

#5 @12 EACH WAY

BITUMINOUS

WATER PROOFING

PER SPECIFICATION

SAW CUT 2" WIDE x 2" DEEP SLOT IN

WALL TO EXTEND 1'-6" ON EACH

SIDE OF OPENING

INSERT #5 BAT INTO SLOT AND

REPAIR FISH WITH WALL USING

VERTICAL REPAIR MORTAR

REPAIR OPENING IN EXISTING

WALL IN ACCORDANCE WITH

SPECIFICATIONS

1' - 0"

1 1/2" 1 1/2"

1/2"

3/8x6" PLATE

3/16

"W12x35

(3) 3/4"⌀ EPOXY ANCHOR

BOLTS 6" EMBED

/2

"9

3/8 GUSSET

PLATE

9"

3/16

3/8 PLATE

(3) 3/4"⌀ BOLTS

3/16

TYP

1 1/2"

1' - 1"

(4) 3/4"⌀ EPOXY

BOLTS, EMBED 6"

3/4 PLATE

HSS5x5x3/8

W12x35

ATTACH TYPICAL PIPE SUPPORT

TO FLANGE WITH ALL THREAD

L3x3x1/4 x 5" LONG WITH

1/2"⌀ EPOXY ANCHORS

EMBED 4", USE SCREEN

TUBE FOR HOLLOW CELLS

THROUGH PANEL

FASTENER @12

THROUGH PANEL

FASTENER @12

1/8"x4" PLATE CONTINUOUS SEALANT JOINT

TO BUILDING

1/2":1'-0" SLOPE

2" THICK 22GA

INSULATED WALL

ROOF PANEL

T Y

P

/2

M

IN

THROUGH PANEL

FASTENER @ 12

1/8"x4" BENT PLATE

CONTINUOUS

L3x3x1/4 @ 2'-8"

AND AT CORNERS

L3x3x1/4 @ 2'-8"

AND AT CORNERS

4x4x3/8 PLATE WITH 1/2'⌀

EPOXY ANCHOR, EMBED

3" INTO TOP OF WALL

1/8"x4" PLATE

2" THICK 22GA

INSULATED WALL

ROOF PANEL

3/16

TYP

3/16

TYP

PROVIDE MANUFACTURES

STANDARD DETAILS AT BASE,

EAVE AND BUILDING JOINT.

ACCEPTABLE MANUFACTURES

ARE MBCI, KINGSPAN, AND

AWIP.

3/16

EXISTING TUNNEL

NEW PIPES, SEE MECH

1" +/-2"

1"

9 1/8"

EXISTING 2x6 @12

5 5

VIF

8 1/2"

2S3.02

M

A X

1' - 2 5/8"

/8

REPAIR OPENING IN EXISTING

WALL IN ACCORDANCE WITH

SPECIFICATIONS

NO ADDITIONAL REINFORCING

REQUIRED FOR OPENINGS AT

THIS TUNNEL WALL

C L R

(4) #5 EPOXY DOWELS 3'-0"

LONG, WITH 6" EMBED

#5 @12 EACH WAY

#5 @8 VERTICAL

BITUMINOUS

WATER PROOFING

PER SPECIFICATION

CLR

3"

#5 @12 HORIZONTAL

2S3.01

SIM

Sheet Notes:

1. Sections are based on original drawings and limited field observation. General contractor must verify all dimensions and coordinate with final mechanical layout.

2. Existing pipes shown shall either remain or be removed in accordance with mechanical.

3. All existing structural framing shall remain.

EXISTING TUNNEL WALL

HSS10x4x1/2

10x16x1/2 PLATE

(4) 3/4" ANCHOR BOLT EMBED 9",

TYPICAL

U N

D E

R S

ID

E

O F

E X

P A

N S

IO

N

J O

IN

T

A N

C H

O R

S

V .I

.F F

R O

M T

U N

N E

L F

L O

O R

T O

INFILL CONCRETE TO BOTTOM OF

PIPE ANCHOR

EXISTING 2x6 @12

EXISTING (3) 2x6

DROP BEAM

ANCHOR BASE, BY OTHERS

#4x24" LONG @12 BOTH WAYS. DOWEL

INTO EXISTING CONCRETE 4". DRILL 1" ⌀

HOLE FOR BAR AND GROUT SOLID BEFORE

POURING CONCRETE BLOCK

PROVIDE (3) #4 @3" O.C. HOOPS

WITHIN DEPTH ANCHOR BOLT

1 1/2"

/2 " 3

6"

1/4

BID DOCUMENTS

SUBMISSION

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Numbers

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS:

VAMC - Martinsburg, WV

ARCHITECT/ENGINEERS:

Scale:

AS NOTEDSEAL: 613-19-102REPAIR-PIPING BLDGS

500, 217, 318, & 328 to BOILER PLANT - PHASE-2 500, 217, 318, & 328

Office of

Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

F

E

D

C

B

A

97 8654321

VA FORM 08-6231

MEP ENGINEERS

Valley Engineering 4901 Crowe Drive Mount Crawford, VA 22841 of 6

BID DOCUMENTS SUBMISSION

97 8654321

STRUCTURAL ENGINEERS

Engineering Solutions 100 10th Street NE, Suite 200 Charlottesville, VA 22902

2S3.01

STRUCTURAL DETAILS - SUB PHASE-1

07/29/2020 TM VK

1" = 1'-0"2S1.02 2S3.01

1 TUNNEL SECTION A @ BLDG 302

1" = 1'-0"2S1.02 2S3.01

TUNNEL SECTION B @ BLDG 217 - TYPICAL INTERIOR

PIPE SUPPORTS

1" = 1'-0"2S1.02 2S3.01

4 TUNNEL SECTION C @ BLDG 217

Keynotes

1 Dimension varies as tunnel slopes.

General contractor must coordinate this dimension with final mechanical layout in field.

2 Dimension varies based on location of thrust block. Pipe elevation varies and tunnel floor slopes. General contractor must coordinate this dimension with final mechanical layout.

5 Dimension can vary depending on relative distance between pipes vertically and horizontally.

XX

1" = 1'-0"2S3.01

2 TYPICAL ANCHOR BLOCK

1. REVISION FOR INSULATED METAL PANEL DETAILS 11/05/2020

07/27/2020