Attachment 2 Drawings.pdf
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8 HANDICAP PARKING SPACES
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VICINITY MAP
LOCATION MAP
MAP KEY
GENERAL NOTES
SYMBOL
FACILITY
ALASKA CANADA
ARCTIC
OCEAN
PACIFIC
OCEAN
BERING
SEA
JBER
RICHARDSON
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GATE 1: MAIN VISITORS CENTER
BUILDING 2
3 BUILDING 602
& PROJECT No. HJZH 20-5249
SCHEDULE OF REPAIRS
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. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS.
PARKING SHALL BE ALLOWED IN APPROVED PARKING SPACES ONLY. VEHICLES OTHERWISE PARKED SO WILL
BE REMOVED AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR'S MATERIALS AND EQUIPMENT SHALL NOT BE STORED WITHIN TWENTY (20) FEET OF 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.
THE CONTRACTOR SHALL AT ALL TIMES KEEP THE WORK AREA FREE FROM ACCUMULATION OF WASTE
MATERIALS. DEBRIS SHALL BE REMOVED ON A DAILY BASIS.
ALL WELDING AND/OR THE USE OF FLAME PRODUCING DEVICES SHALL BE CLEARED THROUGH THE FIRE
DEPARTMENT.
ALL CONSTRUCTION PERMITS, FEES AND COORDINATION OF ANCILLARY ITEMS SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR.
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 LISTED BELOW:
- EPA STANDARDS
- INTERNATIONAL BUILDING CODE (I.B.C.)
- INTERNATIONAL FUEL GAS CODE (I.F.G.C.)
- INTERNATIONAL MECHANICAL CODE (I.M.C.)
- INTERNATIONAL PLUMBING CODE (I.P.C.)
- NATIONAL ELECTRICAL CODE (N.E.C.)
- NATIONAL ELECTRICAL SAFETY CODE (N.E.S.C.)
- NATIONAL FIRE PROTECTION ASSOCIATION (N.F.P.A.)
- OSHA STANDARDS
- SHEET METAL & AIR CONDITIONING CONTRACTOR'S NATIONAL
ASSOCIATION INC. (SMACNA)
- FIRE CODES
SCHEDULE OF DRAWINGS
REF SHEET TITLE
SHT
FIELD VERIFY ALL DIMENSIONS TO EXISTING WORK PRIOR TO REPAIRS.
ALL REPAIRS TO BE FINISHED TO MATCH EXISITNG.
REPAIR CODES INDICATED ON THE DRAWINGS AS FOLLOWS:
01-U-W-G REPAIR DESIGNATION
01 - INDICATES DEFECT CODE
U - INDICATES MATERIAL CODE
W - INDICATES ELEMENT CODE
G - REPAIR CODE
DEFECT CODES:
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 DAMAGED/MISSING
10 - EXPANSION JOINT DAMAGE
11 - HIGH POINT
MATERIAL CODES:
C - CONCRETE
D - DRYWALL
M - MASONRY (REINFORCED)
N - NONSTRUCTURAL COMPONENT
S - STEEL
T - TILE
U - UNREINFORCED MASONRY (URM)
W - WOOD
ELEMENT CODES:
A - ANCHOR
B - BEAM
C - COLUMN
J - EXPANSION JOINT
L - BRACE
R - ROOF/CEILING
S - SLAB
W- WALL
REPAIR CODES:
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 WITH STUD WALL
A.
B.
C.
D.
E.
F.
G-001
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JBER - ELMENDORF, ALASKA
VICINITY MAP
LOCATION MAP
MAP KEY
GENERAL NOTES SCHEDULE OF REPAIRS
SCHEDULE OF DRAWINGS
JBER - ELMENDORF, ALASKA
EARTHQUAKE REPAIR - BLDG 2
COVER SHEET, VICINITY MAP & GENERAL NOTES
FIRST FLOOR DAMAGE MAP BLDG. 2
SECOND FLOOR DAMAGE MAP BLDG. 2
PHOTOS OF TYPICAL DAMAGE BLDG. 602
STANDARD DETAILS FOR CRACK REPAIR AND SPALLING
G-001
A-001
A-002
A-003
S-001
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10480
PROJECT No. HJZH 20-5201
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4 BUILDING 10480 CONTRACTING SERVICES
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APC MONUMENT
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PT FIELD
AutoCAD SHX Text 60700
AutoCAD SHX Text 60702
AutoCAD SHX Text 57462
AutoCAD SHX Text 57464
AutoCAD SHX Text 57466
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CAMP CARROLL MEMORIAL
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DEACTIVATION FURNACE
AutoCAD SHX Text 60704
AutoCAD SHX Text 60716
AutoCAD SHX Text 50x12
AutoCAD SHX Text 25x12
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AutoCAD SHX Text 19x10
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NEW RAMP
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NEW RAMP
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4.1 ACRES
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4.3 ACRES
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24' GATE
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24' GATE
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GEN
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MINI MALL
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DECK
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DECK
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DECK
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DECK
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PLAYGROUND
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EQUIPMENT
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GRILL
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PORTABLE
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SHEDS
AutoCAD SHX Text F.F.= 310.15
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GUARD
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SHACK
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4" PVC
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LEACH FIELD
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VENTS
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GRAVEL DRAIN
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LIGHT
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LIGHT
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SIGN
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AutoCAD SHX Text 6x6 TEMBERS
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20 FT N-GAS LINE ESMT
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40 FT WATER LINE ESMT
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40 FT WATER LINE ESMT
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PAVILLION
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PAVILLION
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BASKETBALL COURT
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FENCE
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LATRINE
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VOLLYBALL
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PAVILLION
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GATE
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FENCE (100LF)
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VOLLYBALL
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PAVILLION
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PAVILLION
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ANTENNA (80')
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PP
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CONC.
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FOUNDATION
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CONC.
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FOUNDATION
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FOUNDATION
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FOUNDATION
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FOUNDATION
AutoCAD SHX Text 45684
AutoCAD SHX Text 45683
AutoCAD SHX Text 45681
AutoCAD SHX Text 45689
AutoCAD SHX Text 45688
AutoCAD SHX Text 45691
AutoCAD SHX Text 45696
AutoCAD SHX Text 45698
AutoCAD SHX Text 45682
AutoCAD SHX Text 45690
AutoCAD SHX Text 45687
AutoCAD SHX Text 45685
AutoCAD SHX Text 45689
AutoCAD SHX Text 45700
AutoCAD SHX Text 45699
AutoCAD SHX Text 45697
AutoCAD SHX Text 45693
AutoCAD SHX Text 45692
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CONC. RAMP
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CONC
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SP 222
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SP 222
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CONC PAD
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WASH RACK
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CONC. SLAB
AutoCAD SHX Text
CONC. SLAB
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PLAYGROUND AREA
AutoCAD SHX Text
RAMP UP
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WASH RACK
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FUTURE NEW BUILDING SITE NOT IN CONTRACT INV. NO. DACA85-03-R-0027
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FOUNDATION
AutoCAD SHX Text 301'
AutoCAD SHX Text 297'
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FOUNDATION
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CONC PAD
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SP ????
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SP ????
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SP 223
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SP ????
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SP ????
AutoCAD SHX Text
WASH RACK
AutoCAD SHX Text
BOF BUILT 2005
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BOF BUILT 2005
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COF BUILT 2005
AutoCAD SHX Text
BARRICKS BUILT 2004
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BARRICKS BUILT 2001
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COF BUILT 2002
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COF BUILT 2002
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COF BUILT 2004
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BARRICKS BUILT 2004
AutoCAD SHX Text
BARRICKS BUILT 2004
AutoCAD SHX Text
BARRICKS BUILT 2004
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DFS BUILT 2002
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COF BUILT 2004
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GATE
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GATE
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AutoCAD SHX Text 85.86'
AutoCAD SHX Text N15°56'18"W
AutoCAD SHX Text 171.05'
AutoCAD SHX Text N90°00'00"E
AutoCAD SHX Text
1 FF=319.77 2 FF=333.10
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TRACKS REMOVED
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AutoCAD SHX Text AeccDbStructure (AeccNetwork90)
AutoCAD SHX Text AeccDbStructure (AeccNetwork90)
AutoCAD SHX Text AeccDbStructure (AeccNetwork90)
AutoCAD SHX Text AeccDbStructure (AeccNetwork90)
AutoCAD SHX Text AeccDbStructure (AeccNetwork90)
AutoCAD SHX Text AeccDbStructure (AeccNetwork90)
AutoCAD SHX Text AeccDbStructure (AeccNetwork90)
AutoCAD SHX Text AeccDbStructure (AeccNetwork90)
AutoCAD SHX Text AeccDbStructure (AeccNetwork90)
AutoCAD SHX Text
CAUTION DO NOT DISTURB OR EXCAVATE CHEMICAL CONTAMINATED AREA
AutoCAD SHX Text
CAUTION DO NOT DISTURB OR EXCAVATE CHEMICAL CONTAMINATED AREA
AutoCAD SHX Text
CONSTRUCTION AREA FOR NEW FAMILY LIFE CENTER
AutoCAD SHX Text
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Xref FOUNDATION.dwg
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02-M-W-A
02-M-W-A
01-M-R-A
02-M-W-A
02-M-W-A
02-M-C-A
02-M-W-A
02-M-W/R-A
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01-C-B-E
01-M-W-A
01-M-W-A
01-C-C-E/M
01-M-W-A
02-D-R-D
02-D-R-D
02-D-R-D
02-D-R-D
02-D-R-D
01-M-W-A
02-M-R-A
01-M-W-A
02-M-W-A
02-M-W-A
01-C-B-A
M
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01-M-W-A
01-M-W-A
01-M-W-A
01-M-W-A
02-M-W-A
SHEET NOTES
1. SEE SHEET S-001 FOR CONCRETE AND
CMU REPAIR DETAILS.
GENERAL NOTES
A.
B.
FIELD VERIFY ALL DIMENSIONS TO EXISTING WORK
PRIOR TO FABRICATION OF REPAIRS.
DAMAGE INDICATED ON THE DRAWINGS AS FOLLOWS:
01-U-W
U
W
C. DAMAGE CODES:
01 SEVERE CRACKING (> 1/16")
02 MINOR CRACKING (< 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 DAMAGED/MISSING
10 EXPANSION JOINT DAMAGE
DAMAGE DESIGNATION
INDICATES DAMAGE CODE
INDICATES MATERIAL CODE
INDICATES ELEMENT CODE
D. MATERIAL CODES:
C CONCRETE
U UNREINFORCED MASONRY (URM)
S STEEL
D DRYWALL
N NONSTRUCTURAL COMPONENT
E. ELEMENT CODES:
B BEAM
C COLUMN
W WALL
S
L
SLAB
BRACE
A
J
ANCHOR
EXPANSION JOINT
F. REPAIR CODES:
E EPOXY INJECTION
M MORTAR
A RE-POINT
D PATCH
M MASONRY (REINFORCED)
CONTRACTOR SHALL USE THE APPROPRIATE REPAIR DETAIL
FOR THE WORK AS SHOWN ON SHEET S-001.
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STORAGE
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HALL
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JANITOR
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STORAGE
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STORAGE
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HALL
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TOILET
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TOILET
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STAGE
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HW
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VALVE ROOM
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STORAGE
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VEST.
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VEST.
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SOUND
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MEN'S DRESSING ROOM
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WOMEN'S DRESSING ROOM
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CRYING ROOM
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MEN'S TOILET
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WOMEN'S TOILET
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POWDER ROOM
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FOYER
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ENTRANCE
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AUDITORIUM
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VESTIBULE
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WAITING ROOM
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OFFICE
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STOR RM
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HALL WAY
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CONCESSION 2
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KITCHEN
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ROOM
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STOR RM
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TICKET BOOTH
AutoCAD SHX Text
TICKET BOOTH
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HONEYWELL BOILER RM
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MECHANICAL ROOM
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STORAGE RM
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JANITOR CLOSET
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02-M-W-A
01-M-W-A
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A-002
3 5
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02-M-W-A
02-M-W-A
02-M-W-A
02-M-W-A
02-M-W-A
02-M-W-A
01-C-B-E
02-M-W-A
02-M-W-A
02-M-W-A
SHEET NOTES
1. SEE SHEET S-001 FOR CONCRETE AND
CMU REPAIR DETAILS.
GENERAL NOTES
A.
B.
FIELD VERIFY ALL DIMENSIONS TO EXISTING WORK
PRIOR TO FABRICATION OF REPAIRS.
DAMAGE INDICATED ON THE DRAWINGS AS FOLLOWS:
01-U-W
U
W
C. DAMAGE CODES:
01 SEVERE CRACKING (> 1/16")
02 MINOR CRACKING (< 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 DAMAGED/MISSING
10 EXPANSION JOINT DAMAGE
DAMAGE DESIGNATION
INDICATES DAMAGE CODE
INDICATES MATERIAL CODE
INDICATES ELEMENT CODE
D. MATERIAL CODES:
C CONCRETE
U UNREINFORCED MASONRY (URM)
S STEEL
M MASONRY (REINFORCED)
N NONSTRUCTURAL COMPONENT
E. ELEMENT CODES:
B BEAM
C COLUMN
W WALL
S
L
SLAB
BRACE
A
J
ANCHOR
EXPANSION JOINT
A RE-POINT
E EPOXY INJECTION
D PATCH
M MORTAR
F. REPAIR CODES:
CONTRACTOR SHALL USE THE APPROPRIATE REPAIR DETAIL
FOR THE WORK AS SHOWN ON SHEET S-001.
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CAT WALK AREA ABOVE CEILING
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CAT WALK AREA ABOVE CEILING
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FL. ELEV. 17'-4" A.D.
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OPEN TO FLOOR BELOW
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SIGN
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SIGN
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BLDG. 602 DRAWING NOTES
1. Clean and fill cracks in concrete walk way. Preparations will include remove any cracked, crumbling, or loose concrete. Chip to a depth of about one inch below the surface plane. Clean and rinse the area thoroughly, scrubbing with a wire brush to dislodge any loose, lingering particles. For cracks that are less than 1/8-inch wide use epoxy repair compound and for cracks 1/8-inch or more use epoxy mortar mix.
2. Clean and fill cracks in exterior concrete stairs. Preparations will include remove any cracked, crumbling, or loose concrete. Chip to a depth of about one inch below the surface plane. Clean and rinse the area thoroughly, scrubbing with a wire brush to dislodge any loose, lingering particles. For cracks that are less than 1/8-inch wide use epoxy repair compound and for cracks 1/8-inch or more use epoxy mortar mix.
3. REPAIR exterior roof HVAC duct insulation.
4. Replace cracked window pane with new window pane, match existing.
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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
THROUGH 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) #10x1/2 EMBED SCREWS @
24" O.C. MAX, STAGGER
EXISTING FRAMING WHERE
OCCURS. CONFIGURATION
VARIES
EXTENT OF LOOSE CMU
A
B
C
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E
F
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1 2 3 4 5 6 7 8
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