DRAWINGS- EARTHQUAKE REPAIR BUILDING 11551 AND 8681.pdf

JOINT BASE ELMENDORF-RICHARDSON

673RD CIVIL ENGINEER SQUADRON

PROJECT LOCATION 11551

KEY PLAN

(SEE KEY PLAN)

TRUE

NORTH

SCHEDULE OF DRAWINGS

SHEET REFERENCE NUMBER SHEET TITLE

G-001 LOCATION PLAN AND SCHEDULE OF DRAWING

C-100 SITE PLAN 11551

C-101 SITE PLAN 8681

S-500 REPAIR DETAILS

A-100 FIRST FLOOR DAMAGE PLAN 11551

A-101 SECOND FLOOR DAMAGE PLAN 11551

A-102 FIRST FLOOR DAMAGE PLAN 8681

A-200 FIRST FLOOR CMU SEPARATION WALL ELEVATION 8681

A-700 FIRST FLOOR DAMAGE PHOTOS AND REPAIR CODES 11551

A-701 SECOND FLOOR DAMAGE PHOTOS AND REPAIR CODES 11551

A-702 FIRST FLOOR DAMAGE PHOTOS AND REPAIR CODES 8681

MAP KEY

LOCATION DESCRIPTION

RICHARDSON VISITORS GATE

ARCTIC VALLEY GATE GLENN HWY SOUTHBOUND EXIT

ELMENDORF VISITORS GATE

654 6TH STREET: FIRE STATION 4

8517 20TH STREET: SECURITY FORCES

730 QUARTERMASTER ROAD: 673D CES CONTRACT MANAGEMENT

10480 SIJAN AVENUE: CONTRACTING

POST ROAD VEHICLE ENTRY GATE

PROJECT NOTES:

1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.

2. AT NO TIME WILL THE CONTRACTORS WORK,

STORAGE OF MATERIALS, PARKING OF VEHICLES OR

OTHER ACTIVITIES BE ALLOWED TO INTERFERE WITH

THE WORK ACTIVITIES OF GOVERNMENT PERSONNEL

OR TO DAMAGE GOVERNMENT OR PRIVATE

PROPERTY.

3. PARKING SHALL BE ALLOWED IN APPROVED PARKING

SPACES ONLY. VEHICLES OTHERWISE PARKED SO

WILL BE REMOVED AT THE CONTRACTOR'S EXPENSE.

4. THE CONTRACTOR'S MATERIALS AND EQUIPMENT

SHALL NOT BE STORED WITHIN 20 FEET O F ANY

BUILDING, OBSTRUCT FIRE EXITS OR OTHERWISE

INTERFERE WITH FIRE FIGHTING FACILITIES. ANY

MATERIALS, EQUIPMENT OR VEHICLES DOING SO WILL

BE REMOVED AT THE CONTRACTOR'S EXPENSE.

5. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE

WORK AREA FREE FROM ACCUMULATION OF WASTE

MATERIALS. DEBRIS SHALL BE REMOVED ON A DAILY

BASIS.

6. ALL WELDING AND / OR THE USE OF FLAME

PRODUCING DEVICES SHALL BE CLEARED THROUGH

THE FIRE DEPARTMENT.

7. ALL CONSTRUCTION PERMITS, FEES AND

COORDINATION OF ANCILLARY ITEMS SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

8. THE WORK OF THIS CONTRACT SHALL COMPLY WITH

APPLICABLE FEDERAL, STATE AND LOCAL CODES OR

STANDARDS. ALL WORK SHALL COMPLY WITH THE

MOST RECENT ADOPTED EDITION OF THE CODES OR

STANDARDS THAT FOLLOW:

SCHEDULE OF REPAIRS:

A. FIELD VERIFY ALL DIMENSIONS TO EXISTING WORK PRIOR TO REPAIRS. ALL REPAIRS

TO BE FINISHED TO MATCH EXISTING.

B. REPAIR CODES INDICATED ON THE DRAWINGS AS FOLLOWS:

01 - DEFECT CODE U - MATERIAL CODE W - ELEMENT CODE G - REPAIR CODE

· EPA STANDARDS

· INTERNATIONAL BUILDING CODE

· INTERNATIONAL FUEL GAS CODE

· INTERNATIONAL MECHANICAL CODE

· INTERNATIONAL PLUMBING CODE

· NATIONAL ELECTRICAL CODE

· NATIONAL ELECTRICAL SAFETY CODE

· NATIONAL FIRE PROTECTION ASSOCIATION

· OSHA STANDARDS

· FIRE CODES

· SHEET METAL AND AIR CONDITIONING

CONTRACTORS NATIONAL ASSOCIATION INC.

C. DEFECT CODE:

01 - SEVERE CRACK (> 1/16")

02 - MINOR CRACK (< 1/16")

03 - SEVERE CONCRETE SPALLING

04 - MINOR CONCRETE SPALLING

05 - INSTABILITY / PARTIAL COLLAPSE

06 - COLLAPSE

07 - BUCKLED MEMBER

08 - FRACTURED MEMBER

09 - ANCHORAGE OR BRACING DAMAGE / MISSING

10 - EXPANSION JOINT DAMAGE

11 - HIGH POINT

D. MATERIAL CODE:

C - CONCRETE

D - DRYWALL

M - MASONRY (REINFORCED)

N - NON STRUCTURAL COMPONENT

S - STEEL

T - TILE

U - UN-REINFORCED MASONRY (URM)

W - WOOD

E. ELEMENT CODE:

A - ANCHOR

B - BEAM

C - COLUMN

J - EXPANSION JOINT

L - BRACE

R - ROOF / CEILING

S - SLAB

W - WALL

F. REPAIR CODE:

A - RE-POINT

B - BOUNDARY

C - COMPOSITE

LAYUP

D - PATCH

E- EPOXY INJECTION

F - EFIS

G - GROUT

K - CAULK

L - LEVEL

M - MORTAR

P - EPOXY GRAVITY FILL

R - REPLACE

T - TIGHTEN

W - REPLACE W / STUD

WALL

X - RE-BALANCE

A B C D E F G H

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AEC FILE NAME:

DRAWING SCALE:

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AF CONTRACT NUMBER:

FAC NO:

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JOINT BASE ELMENDORF

PROJ. MGR:

DRAFTER:

CHECKER:

PROJ. ENGR:

DATE:

DATE:

DATE:

DATE:

DESIGNER LOGO

AIR FORCE

S Y

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D A

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G-001

COVER SHEET

WITH SCHEDULE

OF REPAIRS

EARTHQUAKE

REPAIR

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11551 AND 8681

PROJECT LOCATION 8681

(SEE KEY PLAN)

11551 8681

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AF CONTRACT NUMBER:

FACILITY NO:

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JOINT BASE ELMENDORF

PROJ. MGR:

DRAFTER:

CHECKER:

PROJ. ENGR:

DATE:

DATE:

DATE:

DATE:

DESIGNER LOGO

AIR FORCE

S Y

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C-100

SITE PLAN

EARTHQUAKE

REPAIR

11551

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SITE PLAN

FACILITY 11551

SECURITY FENCE

AIRFIELD RAMP

SECURITY FENCE

PROPOSED

CONTRACTOR

EQUIPMENT

STAGING

AREA

EXTERIOR WALL

VERTICAL

CONTROL JOINT

FROM GROUND

LEVEL UP TO 25

FEET

EXTERIOR WALL

VERTICAL

CONTROL JOINT

FROM GROUND

LEVEL UP TO 25

FEET

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DRAWING SCALE:

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AF CONTRACT NUMBER:

FACILITY NO:

D A

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A P

P R

O V

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JOINT BASE ELMENDORF

PROJ. MGR:

DRAFTER:

CHECKER:

PROJ. ENGR:

DATE:

DATE:

DATE:

DATE:

DESIGNER LOGO

AIR FORCE

S Y

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C-101

SITE PLAN

EARTHQUAKE

REPAIR

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FACILITY 8681

SECURITY FENCE SECURITY FENCE

SECURITY FENCE

SECURITY GATE

AIRFIELD RAMP

PROPOSED

CONTRACTOR

EQUIPMENT

STAGING

AREA

A D

D E

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AEC FILE NAME:

DRAWING SCALE:

D E

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RICHARDSON, ALASKA

AF CONTRACT NUMBER:

FAC NO:

D A

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A P

P R

O V

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JOINT BASE ELMENDORF

PROJ. MGR:

DRAFTER:

CHECKER:

PROJ. ENGR:

DATE:

DATE:

DATE:

DATE:

DESIGNER LOGO

AIR FORCE

S Y

M B

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D A

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S-500

REPAIR DETAILS

EARTHQUAKE

REPAIR

FXSB 20-5247M S500.dwg

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TYLER

NOTES:

A. ROUTE A V-GROOVE AT CRACK SURFACE UNTIL

SOUND MATERIAL IS REACHED. CLEAN

CRACKS.

B. FOR EPOXY INJECTION, APPLY SURFACE SEAL

OVER ALL EXTERIOR FACES OF CRACK.

INSTALL INJECTION AND VENTING PORTS PER

MANUFACTURER'S INSTRUCTIONS.

C. INJECT EPOXY MEETING THE REQUIREMENTS

OF ACI 584.12 FOLLOWING MANUFACTURER'S

INSTRUCTIONS.

D. DO NOT USE EPOXY INJECTION TO REPAIR

EXTERIOR WALLS WITH CRACKS LARGER THAN

1/4" MAX.

1. (E) CONC. WALL OR COL.

2. PARTIAL DEPTH CRACK.

3. THRU-WALL CRACK.

4. V-GROOVE. NOTE A.

5. SEAL. NOTE B.

NOTES:

A. CLEAN CRACK. IF SURFACE IS DETERIORATED,

ROUTE A V-GROOVE UNTIL SOUND MATERIAL IS

REACHED.

B. GRAVITY OR PRESSURE INJECT EPOXY MEETING ACI

548.12 FOLLOWING MANUFACTURER'S

INSTRUCTIONS.

C. FOR CRACKS LARGER THAN >1/16 SEE "CONCRETE

REPAIR - SEVERE CRACKS."

1. (E) CONC. WALL OR COL.

2. CRACK.

3. PREPARE CRACK TO

RECEIVE EPOXY

MORTAR. SEE NOTES.

1. (E) UNREINFORCED

MASONRY INFILL.

2. PERIMETER CRACK.

3. (E) CONC. WALL OR COL.

4. ROUTE 1/4" x 1/2" DEEP

GROOVE IN URM, BOTH

SIDES. CLEAN AND FILL

W/ EPOXY MORTAR

MEETING ACI 548.12

FOLLOWING

MANUFACTURER'S

INSTRUCTIONS

NOTES:

A. CONTRACTOR TO PROVIDE TEMPORARY SHORING

AS REQUIRED TO SUPPORT WALL DURING

RESHORING.

B. CAREFULLY RAKE OUT EXISTING MORTAR USING

NON-IMPACT TOOLS ONLY. CLEAN JOINTS PRIOR TO

PLACING MORTAR.

C. FOR FULL-DEPTH REPOINTING, REPOINT IN STAGES

ALLOWING EACH STAGE TO CURE BEFORE RAKING

AND REPOINTING THE NEXT STAGE. PROVIDE

TEMPORARY SHIMS AND SUPPORTS AS NEEDED.

REPAIR VOIDS LEFT BY SHIMS AND SUPPORTS WHEN

NO LONGER NEEDED.

1. (E) MASONRY INFILL

2. (E) 1/4" -1/2" MORTAR JOINT.

3. RAKE JOINT TO WHICHEVER

DEPTH IS GREATER:

a. 5/8"

b. 2x JOINT WIDTH

c. DEPTH REQUIRED TO

REMOVE PREVIOUSLY

POINTED PORTLAND CEMENT

MORTAR.

1. (E) CONCRETE FRAME. (SIM AT SLAB)

2. (E) MASONRY INFILL. REPOINT PER DETAIL.

3. ∠6x4x1/4" LLV W/ 1/2" ADHESIVE ANCHORS AT 48" O.C. MAX.

4. PL 1/4 W/ 1/2" ADHESIVE ANCHORS AT 48" O.C. MAX.

5. SHIM AS REQ'D

TOP OF

INFILL WALL

SCENARIO 1 - SOLID WALL

SCENARIO 2 - SINGLE OPENING

1. EXISTING CONC FRAME.

2. EXISTING MASONRY

WALL TO BE REPLACED.

3. DEMO AND REPLACE

SECTION 1.

4. DEMO AND REPLACE

SECTION 2.

5. DEMO AND REPLACE

SECTION 3.

NOTE:

OVER TIME, NON-LOAD

BEARING INFILL WALLS CAN

BECOME LOAD BEARING AS

CONCRETE BEAMS DEFLECT

DUE TO ADDITIONAL LOADING,

CREEP, OR THE SEQUENCE

OF ORIGINAL CONSTRUCTION.

PHASED REPLACEMENT OF

INFILL WALLS IS REQUIRED

TO SAFEGUARD AGAINST

STRUCTURAL DAMAGE IN THE

EVENT INFILL WALLS HAVE

BECOME LOAD BEARING.

SCENARIO 3 - MULTIPLE OPENINGS

KEY NOTES:

1. (E) CHORD MEMBER TO REMAIN. (NOTE SIM AT BOTTOM CHORD

CONDITION.)

2. (E) GUSSET PL TO REMAIN.

3. (E) DAMAGED ELEMENT TO BE REMOVED AND REPLACED IN KIND.

4. (E) RIVET TO BE DEMOED. PROTECT ELEMENTS THAT ARE

SCHEDULED TO REMAIN FROM DAMAGE DURING RIVET REMOVAL.

5. (N) TRUSS MEMBER.

6. 6. (N) A325 BOLTS USING EXISTING HOLES IN GUSSET PL. BOLTS

TO BE 3/8" MIN.

KEY NOTES:

1. (E) WALL OR COLUMN.

2. SPALLED CONCRETE.

3. CUT RECTANGULAR NOTCH INTO CONCRETE SURFACE,

TAKING CARE TO NOT CUT REINFORCING. REMOVE

CONCRETE TO SOUND MATERIAL.

4. CLEAN AND PREPARE CONCRETE AND REBAR IN

ACCORDANCE WITH BONDING AGENT MANUFACTURER'S

WRITTEN INSTRUCTIONS.

5. REPAIR IN ACCORDANCE WITH UFGS 03 01 00 REHABILITATION

OF CONCRETE.

ELEVATION SECTION

ELEVATION

SECTION

ELEVATION SECTION

Scale: NTS

CONCRETE REPAIRS - SEVERE CRACKS

D-1

Scale: NTS

CONCRETE REPAIRS - MINOR CRACKS

D-2

Scale: NTS

BOUNDARY REPAIR AT URM FILL

D-3

Scale: NTS

MASONRY RE-POINTING

D-4

Scale: NTS

INFILL WALL ATTACHMENT TO STRUCTURE

D-5

Scale: NTS

PHASED REPLACEMENT OF MASONRY INFILL WALLS

D-6

Scale: NTS

REPLACEMENT OF BUCKLED STEEL MEMBER

D-7

Scale: NTS

SPALLED CONCRETE REPAIR

D-8

Scale: NTS

CRACK @ REENTRANT CORNER OF URM WALL

D-9

Scale: NTS

URM ADJACENT TO STEEL BEAM

D-10

4 4

SPAN "L"

L / 2

SPAN "L"

SPAN "L"

L / 2

< L/2 < L/2

SEE

SECT

SEE

SECT

8"

MIN

1'-4" MIN

3"

2" MAX

SEVERE CRACK IN

MASONRY, INJECT

PER D-1

PL 1/4"

OPENING IN

EXISTING WALL

TOP OF

OPENING

1/2" DIA., A325 BOLTS @ 24"

O.C. MAX

PL 1/4" X 8" X REQUIRED TO

EXTEND 16" PAST OPENING

CONT BENT PL 1/4" X

REQUIRED X 6"

6"

CONNECT TO

SLAB OR DECKING

@ 24" O.C. MAX

EXISTING URM WALL

EXISTING WF BEAM

SIM @ HSS

CONT BENT PL 1/4" X

REQUIRED X 6"

6"

Scale: NTS

URM AT STEEL BEAM

D11

Scale: NTS

CMU BLOCK-OUT IN-FILL

D-12

Scale: NTS

TEMPORARY CONTAINMENT

D-13

EXISTING WF BEAM

EXISTING

URM WALL

6"

BENT PL 1/4"

X REQUIRED

X 6" CONT

3/16 2-123/162-12

3/162-12

(TYP)

KEY NOTES:

1. EXISTING GROUTED CMU WALL.

2. EXISTING REINFORCING

(WHERE OCCURS).

3. EXISTING STEEL FRAMING IN

BEAM POCKET (CONFIGURATION

VARIES).

4. EXPANDED METAL MUDSTOP TO

CONTAIN NEW GROUT IN CMU

CELLS.

5. FILL EXISTING BLOCK-OUT WITH

2000 PSI CEMENT GROUT.

KEY NOTES:

KEY NOTES:

KEY NOTES: KEY NOTES: KEY NOTES:

KEY NOTES:

3x TIMBER

WALER (TYP)

SECTION X-X

DAMAGED / LOOSE CMU

8" MIN. (TYP)

SEE

SECT

BENT PL 6 X 6 X 4" X 10

GA MIN. ATTACH TO

WALERS WITH #10 X

1-1/4" WOOD SCREWS (2

PER LEG)

3/4" DIA (MIN)

THRU-BOLT AT EACH

WALER AS SHOWN,

4'-0" MAX SPACING

2x (MIN)

TIMBER

RUNNER, (TYP)

1" MIN. MARINE

GRADE PLYWOOD,

ATTACH TO SOUND

CMU WITH

CONCRETE

SCREWS @ 24" O.C.

EACH WAY MAX.

TRIM AROUND

EXISTING FRAMING

12 GA BENT PL

WITH (2) #10 x1/2

EMBED SCREWS

@ 24" O.C. MAX,

STAGGER

EXISTING FRAMING WHERE

OCCURS. CONFIGURATION

VARIES

EXTENT OF LOOSE CMU

11551 AND 8681

Scale: NTS

CMU CONTROL JOINT DETAIL

D-14

2 HOUR FIRE

RATED

SEALANT

3/4" DIA.

BACKER ROD

2 HOUR FIRE

RATED CMU WALL

1/2"

1/2"

SEE

ENLARGED

DETAIL

Scale: NTS

EXTERIOR WALL EXPANSION JOINT DETAIL

D-15

POLYSULFIDE

SEALANT

BACKER ROD

1"

POURED

CONCRETE

WALL

1/2"

EXPANSION

JOINT SPONGE

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AF CONTRACT NUMBER:

FACILITY NO:

D A

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JOINT BASE ELMENDORF

PROJ. MGR:

DRAFTER:

CHECKER:

PROJ. ENGR:

DATE:

DATE:

DATE:

DATE:

DESIGNER LOGO

AIR FORCE

S Y

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A-100

FIRST FLOOR

DAMAGE PLAN

EARTHQUAKE

REPAIR

11551

FXSB 20-5247M A100.dwg

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PLAN

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scale: 1/16" = 1'-0"

FIRST FLOOR DAMAGE PLAN

147A

LOUNGE

VAULT

COMM

BREAKROOM

KITCH

CONF

STORAGE

VAULT

BOILER

SPRINKLER

CLASS

ROOM

CLASS

ROOM

CLASS

ROOM

CLASS

ROOM

CLASS

ROOM

MENS

WOMEN

BREAKROOM

STOR

MENS WOMEN

MENS

1. SEE A-700 FOR FIRST FLOOR DAMAGE PHOTOS AND REPAIR

CODES AND NARRATIVES.

2. SEE S-500 FOR REPAIR DETAILS. CONTRACTOR SHALL

APPLY REPAIR DETAIL(s) SHOWN ON SHEET S-500 THAT

BEST FIT LEVEL AND TYPE OF DAMAGE OBSERVED AND

IDENTIFIED IN THE REPAIR CODE.

3. EXTERIOR WALL CMU WAINSCOT VERTICAL CRACKS

(APPROXIMATELY 88 @ 5 FEET EACH) COUNT TOTALING 440

LINEAR FEET THAT REQUIRE REPAIR:

A. WEST SIDE: 38 COUNT

B. NORTH SIDE: 7 COUNT

C. EAST SIDE: 38 COUNT

D. SOUTH SIDE: 5 COUNT

4. INTERIOR CRACK COUNT:

A. MASONRY APPROX. 184 LINEAR FEET.

B. GWB APPROX. 4 LINEAR FEET.

SHEET NOTES:

21A

D

E L

E T

D

G

D

D

E L

E T

G

S

A

D

A

D D

E

T

E

PLAN

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scale: 1/16" = 1'-0"

SECOND FLOOR DAMAGE PLAN

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DRAWING SCALE:

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AF CONTRACT NUMBER:

FACILITY NO:

D A

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A P

P R

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JOINT BASE ELMENDORF

PROJ. MGR:

DRAFTER:

CHECKER:

PROJ. ENGR:

DATE:

DATE:

DATE:

DATE:

DESIGNER LOGO

AIR FORCE

S Y

M B

O L

D A

T E

A-101

SECOND FLOOR

DAMAGE PLAN

EARTHQUAKE

REPAIR

11551

FXSB 20-5247M A101.dwg

FXSB 20-5247M

1/16" = 1'-0"

A D

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TYLER

MENS

STOR

COMM

MENS

WOMENS

TEMP SECURE

ACCESS POINT

CEILING GRID DAMAGED.

APPROX:4' WIDE X 100' LONG

(SECURE AREA, REQUIRES

GOVERNMENT ESCORT)

1. SEE A-701 FOR SECOND FLOOR DAMAGE PHOTOS AND

REPAIR CODES AND NARRATIVES.

2. SEE S-500 FOR REPAIR DETAILS. CONTRACTOR SHALL

APPLY REPAIR DETAIL(s) SHOWN ON SHEET S-500 THAT

BEST FIT LEVEL AND TYPE OF DAMAGE OBSERVED AND

IDENTIFIED IN THE REPAIR CODE.

SHEET NOTES:

POSITIVE FOR LEAD

BASE PAINT

D

E L

E T

A

R E

A T

A

M E

N D

N

A R

R A

T I V

E

3. INTERIOR CRACK COUNT:

A. MASONRY APPROX. 90 LINEAR FEET.

B. GWB APPROX. 34 LINEAR FEET.

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A B C D E F G H

F I L

E

N

O

I

SHEET

REFERENCE

NUMBER

ANSI

D

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

D E

S C

R I P

T I O

N

R E

V I S

I O

N S

RICHARDSON, ALASKA

AF CONTRACT NUMBER:

FACILITY NO:

D A

T E

A P

P R

O V

E R

JOINT BASE ELMENDORF

PROJ. MGR:

DRAFTER:

CHECKER:

PROJ. ENGR:

DATE:

DATE:

DATE:

DATE:

DESIGNER LOGO

AIR FORCE

S Y

M B

O L

D A

T E

A-102

FIRST FLOOR

DAMAGE PLAN

EARTHQUAKE

REPAIR

FXSB 20-5247M A102.dwg

FXSB 20-5247M

1/16" = 1'-0"

COLBURN

COLBURN

TYLER

PLAN

NORTH

scale: 3/32" = 1'-0"

FIRST FLOOR DAMAGE PLAN

1. SEE A-702 FOR FIRST FLOOR DAMAGE PHOTOS AND

REPAIR CODES AND NARRATIVES.

2. SEE S-500 FOR REPAIR DETAILS. CONTRACTOR SHALL

APPLY REPAIR DETAIL(s) SHOWN ON SHEET S-500 THAT

BEST FIT LEVEL AND TYPE OF DAMAGE OBSERVED AND

IDENTIFIED IN THE REPAIR CODE.

3. SEE A-200 FOR CMU SEPARATION WALL DAMAGE

LOCATION.

SHEET NOTES:

CMU SEPARATION WALL

SPANNING ENTIRE BAY LENGTH

A B C D E F G H

F I L

E

N

O

I

SHEET

REFERENCE

NUMBER

ANSI

D

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

D E

S C

R I P

T I O

N

R E

V I S

I O

N S

RICHARDSON, ALASKA

AF CONTRACT NUMBER:

FACILITY NO:

D A

T E

A P

P R

O V

E R

JOINT BASE ELMENDORF

PROJ. MGR:

DRAFTER:

CHECKER:

PROJ. ENGR:

DATE:

DATE:

DATE:

DATE:

DESIGNER LOGO

AIR FORCE

S Y

M B

O L

D A

T E

A-200

FIRST FLOOR CMU

SEPARATION

WALL ELEVATION

EARTHQUAKE

REPAIR

FXSB 20-5247 M A200.dwg

FXSB 20-5247M

NTS

COLBURN

COLBURN

TYLER

PLAN

NORTH

FIRST FLOOR CMU SEPARATION WALL ELEVATION

1. SEE A-702 FOR FIRST FLOOR ADDITIONAL DAMAGE PHOTOS,

REPAIR CODES WITH NARRATIVES.

2. SEE S-500 FOR REPAIR DETAILS. CONTRACTOR SHALL

APPLY REPAIR DETAIL(s) SHOWN ON SHEET S-500 THAT

BEST FIT LEVEL AND TYPE OF DAMAGE OBSERVED AND

IDENTIFIED IN THE REPAIR CODE.

3. ELEVATION VIEWED FROM INSIDE OF BAY.

4. CMU THRU CRACK LOCATIONS SHOWN ON DRAWING ARE

APPROXIMATE AND INTENDED FOR ILLUSTRATIVE

PURPOSES ONLY AND DOESN'T REFLECT ACTUAL LENGTH.

SHEET NOTES:

1 2 3 4 5 6

CONTROL

JOINT

CONTROL

JOINT

CONTROL

JOINT

CONTROL

JOINT

CONTROL

JOINT

CONTROL

JOINT

7 9 10 11 128

FIRE PROOFING DAMAGE

CMU

CRACK

FIRE

PROOFING

DAMAGE

CMU

STEP

CRACK

CMU

CRACK

CMU

CRACK

CMU

CRACK

02-C-W-E

A B C D E F G H

F I L

E

N

O

I

SHEET

REFERENCE

NUMBER

ANSI

D

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

D E

S C

R I P

T I O

N

R E

V I S

I O

N S

RICHARDSON, ALASKA

AF CONTRACT NUMBER:

FACILITY NO:

D A

T E

A P

P R

O V

E R

JOINT BASE ELMENDORF

PROJ. MGR:

DRAFTER:

CHECKER:

PROJ. ENGR:

DATE:

DATE:

DATE:

DATE:

DESIGNER LOGO

AIR FORCE

S Y

M B

O L

D A

T E

A-700

FIRST FLOOR

DAMAGE PHOTOS

REPAIR CODES

EARTHQUAKE

REPAIR

11551

FXSB 20-5247M A700.dwg

FXSB 20-5247M

NONE

COLBURN

COLBURN

TYLER

APPROX. 88 EACH 5' HORZ AND VERTICAL

CRACKS EXTERIOR BLDG WALLS

25' CONTROL JOINT SEPERATION

SPANNING NEARLY FULL HEIGHT OF

EXTERIOR WALL. SYMMETRICAL TO

EAST WALL SEE PHOTO 3.

10-C-J-R

25' CONTROL JOINT SEPERATION

SPANNING NEARLY FULL HEIGHT OF

EXTERIOR WALL. SYMMETRICAL TO

WEST WALL SEE PHOTO 2.

10-C-J-R

03-C-R-D AND 09-S-A-R

03-C-R-D AND 09-S-A-R

02-C-W-E

HORIZONTAL CRACK ON WALL NEAR

CEILING IN STAIRWELL APPROX. 10'.

THREE ADDITIONAL WALL CRACKS AT

MIDDLE AND UPPER LANDING AREAS.

02-C-W-D

02-C-W-D

02-C-W-D

CONCRETE WALL FINISH COAT CRACK IN

BATHROOM WALL (FLOOR TO CEILING

AND CONTINUES INTO BATHROOM IN

FLOOR ABOVE. APPROX. 20').

DRY WALL FINISH COAT CRACK NEAR

BASE OF WINDOW SILL AND ONE NEAR

THE CEILING. APPROX. 5'.

CRACKS IN CONCRETE WALL. FIVE MORE

SIMILAR CRACKS ALONG SAME WALL @

15' EACH.

02-C-W-D

05-N-R-R AND 05-N-R-T

05-N-R-R

02-C-W-D

02-C-W-D

05-N-R-R

05-N-R-R

05-N-R-R

01-C-W-E AND 02-C-W-D

04-C-W-D

DAMAGED CEILING TILE AND BLUE LIGHT

DETACHED FROM CEILING MOUNT

DAMAGED CEILING TILE CONCRETE WALL FINISH COAT CRACK

UNDER STAIRWELL APPROX 5'.

ADDITIONAL CRACK AT UPPER LANDING.

CONCRETE WALL FINISH COAT CRACK

UNDER STAIRWELL APPROX. 6'.

ADDITIONAL CRACK AT MIDDLE LANDING.

MISSING AND DAMAGED CEILING TILES IN

STAIRWELL OVER LANDING

MISSING AND DAMAGED CEILING TILES IN

STAIRWELL OVER LANDING

DAMAGED CEILING TILE

CRACK IN RESTROOM WALL. SYMMETRICAL CRACK ON

OTHER SIDE OF WALL IN ADJACENT ROOM. APPROX. 10'

TOTAL BOTH ROOMS.

01-C-W-E BELOW AND 02-C-W-D ABOVE

21A

CONCRETE WALL CRACK IN STAIRWELL. 8'

SEVERE CRACK.

CONCRETE SPALLING AT BRACKET

ANCHOR. NEW BOLT ANCHOR PLACEMENT

IN BRACKET ABOVE REPAIR.

CONCRETE SPALLING AT BRACKET

ANCHOR. NEW BOLT ANCHOR PLACEMENT

IN BRACKET ABOVE REPAIR.

02-C-W-D

02-C-W-D

CRACKS IN CONCRETE WALL. FIVE MORE

SIMILAR CRACKS ALONG SAME WALL @

15' EACH.

CRACKS IN CONCRETE WALL. FIVE MORE

SIMILAR CRACKS ALONG SAME WALL @

15' EACH.

1. SEE G-001 FOR REPAIR CODES.

2. SEE S-500 FOR REPAIR DETAILS.

CONTRACTOR SHALL APPLY

REPAIR DETAIL(s) SHOWN ON

SHEET S-500 THAT BEST FIT LEVEL

AND TYPE OF DAMAGE OBSERVED

AND IDENTIFIED IN THE REPAIR

CODE.

SHEET NOTES:

CONCRETE WALL MORTAR JOINT DAMAGE

D

E L

E T

P

O

D

O

T O

A

M E

N D

R

R A

T I V

E

T

O

C

A P

T U

R

M

R

E

C

R A

C K

S

D

E L

E T

O

D

O

E

D I T

R

R A

T I V

E

A

D D

I N

M

I D

D L

E

L

A N

D I N

G

C

R A

C K

D

E L

E T

O

A

D

O

E

D I T

R

R A

T I V

E

A

D D

I N

G

A

N

U

P P

L

N

D I N

G

C

R A

C K

02-C-W-D

A B C D E F G H

F I L

E

N

O

I

SHEET

REFERENCE

NUMBER

ANSI

D

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

D E

S C

R I P

T I O

N

R E

V I S

I O

N S

RICHARDSON, ALASKA

AF CONTRACT NUMBER:

FACILITY NO:

D A

T E

A P

P R

O V

E R

JOINT BASE ELMENDORF

PROJ. MGR:

DRAFTER:

CHECKER:

PROJ. ENGR:

DATE:

DATE:

DATE:

DATE:

DESIGNER LOGO

AIR FORCE

S Y

M B

O L

D A

T E

A-701

SECOND FLOOR

DAMAGE PHOTOS

REPAIR CODES

EARTHQUAKE

REPAIR

11551

FXSB 20-5247M A701.dwg

FXSB 20-5247M

NONE

R E

V I S

G

S

N

A R

R A

T I V

E S

COLBURN

COLBURN

TYLER

CONCRETE WALL FINISH COAT CRACKS IN

STAIRWELL MASONRY (MIDDLE LANDING).

APPROX. 10'

02-C-W-D

CONCRETE WALL FINISH COAT CRACKS

AND DETACHING CHUNKS NEAR ANGLED

COLUMN IN STAIRWELL. LEAD PAINT

PRESENT. UPPER LANDING.

02-C-W-D

DAMAGED CEILING TILES

05-N-R-R

MISSING CEILING TILES

05-N-R-R

05-N-R-R AND 09-N-R-R

05-N-R-X AND 05-N-R-R

02-C-W-D

01-C-W-D

CONCRETE WALL CRACK IN STAIRWELL.

01-C-W-D

02-C-W-D

CRACKED DRYWALL (APPROX. 6') AND

MISSING CEILING TILES

02-D-W-D AND 05-N-R-R

02-D-W-D

02-D-W-D

DRYWALL CRACK, FLOOR TO CEILING,

NEAR CORNER. APPROX. 8'.

02-C-W-D

HORIZONTAL AND VERTICAL FINISH COAT

CRACKING IN CORNERS OF MASONRY ON

WALL / CEILING AND AROUND COLUMN.

APPROXIMATELY 25' LONG, INTERMITTENT

VISIBILITY.

02-C-W-D

05-N-R-R

CONCRETE WALL FINISH COAT CRACKS IN

STAIRWELL MASONRY. (MIDDLE LANDING)

APPROX. 10'

MISSING CEILING TILES AND MISSING

SPRINKLER ESCUTCHEON RING.

MISSING CEILING TILES AND DAMAGED

GRID.

CRACKED DRYWALL ADJACENT TO

ANGLED SUPPORT COLUMNS. APPROX. 4'

NOT USED

02-C-W-D

CONCRETE WALL FINISH COAT CRACKED

HALF LENGTH OF STAIRWELL WALL.

APPROX. 5'.

02-D-W-K AND 02-D-W-D

DAMAGED DRYWALL AT CONDUIT

PENETRATION

02-D-W-D

CRACKED DRYWALL AT BEAM INTERFACE.

APPROX. 5'

02-D-W-D

CRACKED DRYWALL AT BEAM INTERFACE.

APPROX. 5'.

02-D-W-D

CRACKED DRYWALL AT CORNER.

APPROX 6'.

NOT USED

CONCRETE FINISH COAT CRACK IN

BATHROOM WALL APPROX. 8'. (CEILING

TO FLOOR AND CONTINUES INTO

BATHROOM IN FLOOR BELOW).

CONCRETE WALL CRACKS IN

STAIRWELL. APPROX. 3'.

DAMAGED CEILING GRID APPROXIMATELY

100' IN LENGTH AND 4' WIDE. ESTIMATED

TOTAL 400SF. REUSE TILES. SECURE

ACCESS AREA. GOVERNMENT ESCORT

REQUIRED. NO PHOTO AVAILABLE.

HORIZONTAL AND VERTICAL FINISH COAT

CRACKING IN CORNERS OF MASONRY ON

WALL / CEILING AND AROUND COLUMN.

APPROXIMATELY 25' LONG, INTERMITTENT

VISIBILITY.

1. SEE G-001 FOR REPAIR CODES.

2. SEE S-500 FOR REPAIR DETAILS.

CONTRACTOR SHALL APPLY

REPAIR DETAIL(s) SHOWN ON

SHEET S-500 THAT BEST FIT

LEVEL AND TYPE OF DAMAGE

OBSERVED AND IDENTIFIED IN

THE REPAIR CODE.

SHEET NOTES:

CONCRETE WALL CRACK APPROX. 8'

(NO PHOTO) A CONTINUATION OF

OPPOSING CRACK FROM ROOM

DIRECTLY BELOW. SEE A-700, TAG 8.

D

E L

E T

P

H O

V

I S

R

R A

T I V

E

R

E V

I S

C

O D

R

R A

T I V

E

1 1

R

E V

I S

N

A R

R A

T I V

E

D

E L

E T

P

H O

R

R A

T I V

A B C D E F G H

F I L

E

N

O

I

SHEET

REFERENCE

NUMBER

ANSI

D

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

D E

S C

R I P

T I O

N

R E

V I S

I O

N S

RICHARDSON, ALASKA

AF CONTRACT NUMBER:

FACILITY NO:

D A

T E

A P

P R

O V

E R

JOINT BASE ELMENDORF

PROJ. MGR:

DRAFTER:

CHECKER:

PROJ. ENGR:

DATE:

DATE:

DATE:

DATE:

DESIGNER LOGO

AIR FORCE

S Y

M B

O L

D A

T E

A-702

FIRST FLOOR

DAMAGE PHOTOS

REPAIR CODES

EARTHQUAKE

REPAIR

FXSB 20-5247M A702.dwg

FXSB 20-5247M

NONE

R E

V I S

P

A I

D

E

A

R

R A

T I V

E

T

COLBURN

COLBURN

TYLER

10-M-J-R

SEPARATION WALL CONTROL JOINT

10-M-J-R

A

TYPICAL DAMAGED CMU SEPARATION WALL

CONTROL JOINT

TYPICAL DAMAGE CMU THRU CRACK.

NO PHOTO FOR STEP CRACKS.

05-N-B-D

STRUCTURAL BEAM FIREPROOF DAMAGE

10-M-J-R

SEPARATION WALL CONTROL JOINT

10-M-J-R

SEPARATION WALL CONTROL JOINT

10-M-J-R

SEPARATION WALL CONTROL JOINT

10-M-J-R

SEPARATION WALL CONTROL JOINT

10-M-J-R

SEPARATION WALL CONTROL JOINT

02-M-W-E AND 02-M-W-A

12111097

5 6

8 A

1. SEE G-001 FOR REPAIR CODES.

2. SEE S-500 FOR REPAIR DETAILS.

CONTRACTOR SHALL APPLY

REPAIR DETAIL(s) SHOWN ON

SHEET S-500 THAT BEST FIT

LEVEL AND TYPE OF DAMAGE

OBSERVED AND IDENTIFIED IN

THE REPAIR CODE.

SHEET NOTES: