Attch__7-Drawings_S-102A_and_S-102B.pdf

S-102A

56 TUNNEL PHOTOS/DESCRIPTIONS

EXISTING CONDITION REPAIR PROCEDURE EXISTING CONDITION REPAIR PROCEDURE EXISTING CONDITION REPAIR PROCEDURE

EXISTING CONDITION REPAIR PROCEDUREEXISTING CONDITION REPAIR PROCEDUREEXISTING CONDITION REPAIR PROCEDURE

EXISTING CONDITION REPAIR PROCEDURE EXISTING CONDITION REPAIR PROCEDURE

102A-a 102A-b 102A-c

102A-f102A-e102A-d

102A-g 102A-h

AT BASE OF STANCHION 11.

SECTION. WATER INTRUSION PRESENT

CORROSION & LOSS OF STEEL

& CONNECTION PLATE HAVE

BASE OF VERTICAL SUPPORT LEG

AT BASE OF STANCHION 12.

SECTION. WATER INTRUSION PRESENT

HAS CORROSION & LOSS OF STEEL

BASE OF VERTICAL SUPPORT LEG

STANCHION 13.

AT SUPPORT LEG CONNECTION AT

EXISTING PATCH WORK WITHIN CEILING

CORROSION & LOSS OF STEEL SECTION.

TOP OF VERTICAL SUPPORT LEG HAS

OF STANCHION 40.

WATER INTRUSION PRESENT AT BASE

CORROSION & LOSS OF STEEL SECTION.

BASE OF VERTICAL SUPPORT LEG HAS

STANCHION 42.

INTRUSION PRESENT AT BASE OF

& LOSS OF STEEL SECTION. WATER

CONNECTION CHANNEL HAVE CORROSION

BASE OF VERTICAL SUPPORT LEG &

TO PIPE AT STANCHION 45.

& NOT PROVIDING BEARING CONTACT

REMOVED FROM HORIZONTAL SUPPORT

EXISTING PIPE ROLLER SUPPORT

HAS BEEN REMOVED AT STANCHION 45.

PORTION OF VERTICAL SUPPORT LEG AT TOP

STANCHION 46.

INTRUSION PRESENT AT BASE OF

& LOSS OF STEEL SECTION. WATER

CONNECTION CHANNEL HAVE CORROSION

BASE OF VERTICAL SUPPORT LEG &

OF THE STANCHION.

THE BASE OF THE WALL & AROUND THE BASE

2. CLEAN ALL LOOSE PIECES OF DEBRIS FROM

COATING.

APPLICATION OF A CORROSION RESISTANT

STEEL SHALL BE CLEANED TO ALLOW FOR

STANCHIONS (TO REMAIN) SHALL BE REMOVED.

1. ALL CORROSION PRESENT ON EXISTING STEEL

NOTES:

APPLICATION

FOR INTERNAL WATERPROOFING

STANCHION AND DETAIL 2/S-301

REPAIR METHOD TO EXISTING STEEL

SEE SHEET S-302 FOR APPLICABLE

APPLICATION

FOR INTERNAL WATERPROOFING

STANCHION AND DETAIL 2/S-301

REPAIR METHOD TO EXISTING STEEL

SEE SHEET S-302 FOR APPLICABLE

STANCHION

REPAIR METHOD TO EXISTING STEEL

SEE SHEET S-302 FOR APPLICABLE

CORROSION RESISTANT COATING TO STANCHION.

CLEAN EXISTING STANCHION AND APPLY A

APPLICATION

DETAIL & 2/S-301 FOR INTERNAL WATERPROOFING

SEE 1/S-303 FOR REPLACEMENT OF STANCHION

CLEAN AREA ADJACENT TO EXISTING STANCHION.

DETAIL.

SEE 1/S-303 FOR REPLACEMENT OF STANCHION

CLEAN AREA ADJACENT TO EXISTING STANCHION.

DETAIL.

SEE 1/S-303 FOR REPLACEMENT OF STANCHION

CLEAN AREA ADJACENT TO EXISTING STANCHION.

APPLICATION

DETAIL & 2/S-301 FOR INTERNAL WATERPROOFING

SEE 1/S-303 FOR REPLACEMENT OF STANCHION

CLEAN AREA ADJACENT TO EXISTING STANCHION.

COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION BY

C I

V

IL

ENGI

N

E E

R

US AF

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

RPR/RPL STEAM STANCHIONS

PROJECT NUMBER ZHTV 090018

SUBMITTAL - 100% GOVT. SUBMITTAL

SPR SPR MSS JUNE 2015

S-102B

56 TUNNEL PHOTOS/DESCRIPTIONS

EXISTING CONDITION REPAIR PROCEDURE EXISTING CONDITION REPAIR PROCEDURE EXISTING CONDITION REPAIR PROCEDURE

EXISTING CONDITION REPAIR PROCEDURE EXISTING CONDITION REPAIR PROCEDURE EXISTING CONDITION REPAIR PROCEDURE

EXISTING CONDITION REPAIR PROCEDURE EXISTING CONDITION REPAIR PROCEDURE

102B-a 102B-b 102B-c

102B-f102B-e102B-d

102B-g 102B-h

CEILING AT STANCHION 60.

STANCHION. CRACKING WITHIN

CORROSION PRESENT THROUGHOUT

OF STANCHION 47.

INTRUSION PRESENT AT BASE OF

& LOSS OF STEEL SECTION. WATER

CONNECTION CHANNEL HAVE CORROSION

BASE OF VERTICAL SUPPORT LEG &

STANCHION 51.

INTRUSION PRESENT AT BASE OF

& LOSS OF STEEL SECTION. WATER

CONNECTION CHANNEL HAVE CORROSION

BASE OF VERTICAL CHANNEL LEG &

VERTICAL SUPPORT AT STANCHION 51.

ALIGNED AT BREARING CONNECTION IN

TOP HORIZONTAL ROD SUPPORT NOT

STANCHION 53.

WATER INTRUSION PRESENT AT BASE OF

CORROSION & LOSS OF STEEL SECTION.

ANGLE BRACE AT BOTTOM HAVE

CONNECTION PLATE, & HORIZONTAL

BASE OF VERTICAL SUPPORT LEG,

STANCHION 61.

& LOSS OF STEEL SECTION AT

CONNECTION CHANNEL HAVE CORROSION

BASE OF VERTICAL SUPPORT LEG &

NOT IN CORRECT LOCATION AT STANCHION 66.

BEARING AT SUPPORT LEG & VERTICAL TIE ROD

OF STEEL SECTION. SUPPORT ROD NOT

ROD SUPPORT HAVE CORROSION & LOSS

TOP OF VERTICAL SUPPORT LEG & HORIZONTAL

STANCHION 66.

INTRUSION PRESENT AT BASE OF

& LOSS OF STEEL SECTION. WATER

CONNECTION CHANNEL HAVE CORROSION

BASE OF VERTICAL SUPPORT LEG &

APPLICATION

DETAIL & 2/S-301 FOR INTERNAL WATERPROOFING

SEE 1/S-303 FOR REPLACEMENT OF STANCHION

CLEAN AREA ADJACENT TO EXISTING STANCHION.

WATERPROOFING APPLICATION.

SEE DETAIL 2/S-301 FOR INTERNAL

CORROSION RESISTANT COATING TO STANCHION.

CLEAN EXISTING STANCHION AND APPLY A

DETAIL

SEE 1/S-303 FOR REPLACEMENT OF STANCHION

CLEAN AREA ADJACENT TO EXISTING STANCHION.

APPLICATION

DETAIL & 2/S-301 FOR INTERNAL WATERPROOFING

SEE 1/S-303 FOR REPLACEMENT OF STANCHION

CLEAN AREA ADJACENT TO EXISTING STANCHION.

INJECTION REPAIR DETAIL.

SEE DETAIL 2A/S-301 FOR CONCRETE CRACK

CORROSION RESISTANT COATING TO STANCHION.

CLEAN EXISTING STANCHION AND APPLY A

DETAIL

SEE 1/S-303 FOR REPLACEMENT OF STANCHION

CLEAN AREA ADJACENT TO EXISTING STANCHION.

OF STANCHION DETAIL

STANCHION. SEE 1/S-303 FOR REPLACEMENT

CLEAN AREA ADJACENT TO EXISTING

APPLICATION

DETAIL & 2/S-301 FOR INTERNAL WATERPROOFING

SEE 1/S-303 FOR REPLACEMENT OF STANCHION

CLEAN AREA ADJACENT TO EXISTING STANCHION.

OF THE STANCHION.

THE BASE OF THE WALL & AROUND THE BASE

2. CLEAN ALL LOOSE PIECES OF DEBRIS FROM

COATING.

APPLICATION OF A CORROSION RESISTANT

STEEL SHALL BE CLEANED TO ALLOW FOR

STANCHIONS (TO REMAIN) SHALL BE REMOVED.

1. ALL CORROSION PRESENT ON EXISTING STEEL

NOTES: COORDINATOR ENGINEERING CHIEF

DATE REVISION BYNO. DATE NO. REVISION BY

C I

V

IL

ENGI

N

E E

R

US AF

WRIGHT-PATTERSON AIR FORCE BASE

88TH ABW

OF

DESIGN CHIEF

DATEDRAWNDESIGNED CHECKED

RPR/RPL STEAM STANCHIONS

PROJECT NUMBER ZHTV 090018

SUBMITTAL - 100% GOVT. SUBMITTAL

SPR SPR MSS JUNE 2015