Drawings_ DCN B147-148 STRUCT_ROOF.pdf
PDF 20 MB Posted
- Attached to
- DLA: Roof Repairs Buildings 147 and 148
- Solicitation number
- N400857514700
About this file
This is a set of architectural and engineering design documents for structural repairs and roof replacement at two warehouses (B147 and B148) located at the Marine Corps Air Station Cherry Point in North Carolina. The project, commissioned by DLA Distribution Cherry Point, involves comprehensive structural rehabilitation including:
Structural repairs for both buildings include replacing deteriorated timber structural components, modifying existing structural systems, repairing inadequate retrofits, and addressing structural deficiencies. The roof replacement will involve removing existing roof accessories, replacing approximately 11,000 square feet of roof decking, installing a new 3-ply cold applied modified bitumen roof with 4" rigid insulation, and adding new roof accessories like gutters, downspouts, and flashings. The project is scheduled for completion by August 25, 2025, with a total project number of 7514700. The design follows multiple building codes and standards, including UFC, IBC, and ASCE guidelines, and includes detailed specifications for wood, steel, and concrete repairs across multiple building bays.
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B A
Y A B
A Y B
B A
Y C B
A Y D
B A
Y F
DDCN WAREHOUSE B147 AND B148
STRUCTURAL REPAIRS AND B148 ROOF REPLACEMENT
MARINE CORPS AIR STATION CHERRY POINT, NC (DDCN)
WORK ORDER 7514700
PROJECT
LOCATION
NORTH
NORTH CAROLINA COUNTY MAP
NORTH
VICINITY MAPS
NORTH
MCAS CHERRY POINT, N.C.
PROJECT
LOCATION
DDCN-00148
DDCN-00147
P.
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12925823
INDEX OF DRAWINGS
NAVFAC NO. SHEET NO. DRAWING NO. FACILITY ID DRAWING SHEET TITLE
12925822 01 G001 DDCN COVER SHEET, LOCATION AND VICINITY MAPS
12925823 02 G002 DDCN INDEX OF DRAWINGS
12925824 03 G003 DDCN STORAGE AID TYPE DETAILS REQUIRING DISASSEMBLY OR SPANNING DURING STRUCTURAL REPAIRS 12925825 04 G004 DDCN-00147 STRUCTURAL REPAIR WORK AREA SEQUENCING / PHASING REQUIREMENTS 12925826 05 G005 DDCN-00148 STRUCTURAL REPAIR WORK AREA SEQUENCING / PHASING REQUIREMENTS 12925827 06 C101 DDCN-00148 EXTERIOR WALL CRACKING AND DRAINAGE REPAIR CIVIL SITE PLAN
12925828 07 C501 DDCN-00148 EXTERIOR WALL REPAIR ELEVATIONS AND CIVIL DETAILS
12925829 08 S001 DDCN STUCTURAL GENERAL NOTES
12925830 09 S101-1 DDCN-00147 ROOF FRAMING PLAN
12925831 10 S101-2 DDCN-00147 BEAM, COLUMN AND CORBEL ASSEMBLY REPLACEMENT PLAN
12925832 11 S101-3 DDCN-00147 BEAM, COLUMN AND CORBEL ASSEMBLY REPLACEMENT SCHEDULE
12925833 12 S102-1 DDCN-00148 ROOF FRAMING PLAN
12925834 13 S102-2 DDCN-00148 COLUMN AND TRUSS ASSEMBLY REPLACEMENT PLAN & SCHEDULE 12925835 14 S301-1 DDCN-00147 BAYS A / B / C / D TRANSVERSE AND LONGITUDINAL SECTIONS
12925836 15 S301-2 DDCN-00147 BAY E TRANSVERSE AND LONGITUDINAL SECTIONS
12925837 16 S302-1 DDCN-00148 LONGITUDINAL SECTIONS
12925838 17 S302-2 DDCN-00148 TRANSVERSE SECTION
12925839 18 S501-1 DDCN-00147 BAYS A / B / C / D BEAM AND COLUMN CONNECTION DETAILS
12925840 19 S501-2 DDCN-00147 BAY E BUILT-UP BEAM AND COLUMN CONNECTION DETAILS
12925841 20 S501-3 DDCN-00147 BAY E BUILT-UP BEAM SECTION AND BEAM CLAMPING, STITCH BOLT REPAIR DETAILS
12925842 21 S501-4 DDCN-00147 STEEL COLUMN AND BEAM AT CANOPY TIE-DOWN DETAILS
12925843 22 S502-1 DDCN-00148 COLUMN AND TRUSS CHORD SECTIONS, BAY WALL CONNECTION DETAILS
12925844 23 S502-2 DDCN-00148 COLUMN AND TRUSS CONNECTION DETAILS
12925845 24 S502-3 DDCN-00148 STEEL BEAM CONNECTION DETAILS AND BANDING, CLAMPING, STITCH BOLT REPAIR DETAILS
12925846 25 S601-1 DDCN-00147 TIMBER COMPONENT REPAIR AND REPLACEMENT SCHEDULE BAYS A / B / C 12925847 26 S601-2 DDCN-00147 TIMBER COMPONENT REPAIR AND REPLACEMENT SCHEDULE BAYS D / E 12925848 27 S602-1 DDCN-00148 TIMBER COMPONENT REPAIR AND REPLACEMENT SCHEDULE BAYS A / B / C 12925849 28 S602-2 DDCN-00148 TIMBER COMPONENT REPAIR AND REPLACEMENT SCHEDULE BAYS D / E / F
12925850 29 AD001 DDCN ARCHITECTURAL DEMOLITION GENERAL NOTES
12925851 30 AD101 DDCN-00148 EXISTING ROOF DEMOLITION PLAN
12925852 31 AD401-1 DDCN-00148 EXISTING ENLARGED ROOF DEMOLITION PLAN - BAYS A / B / C 12925853 32 AD401-2 DDCN-00148 EXISTING ENLARGED ROOF DEMOLITION PLAN - BAYS D / E/ F 12925854 33 A001 DDCN ABBREVIATIONS, LEGENDS, GENERAL AND ARCHITECTURAL GENERAL NOTES
12925855 34 A101 DDCN-00147 EXISTING FLOOR PLAN
12925856 35 A102 DDCN-00148 ROOF PLAN
12925857 36 A201-1 DDCN-00147 SPANDREL REPAIR EXTERIOR ELEVATIONS
12925858 37 A201-2 DDCN-00147 SPANDREL REPAIR INTERIOR ELEVATIONS
12925859 38 A202-1 DDCN-00148 EXTERIOR ELEVATIONS
12925860 39 A202-2 DDCN-00148 ENLARGED EXTERIOR ELEVATIONS
12925861 40 A301 DDCN WALL SECTIONS
12925862 41 A401-1 DDCN-00148 ENLARGED ROOF PLAN BAYS A / B / C
12925863 42 A401-2 DDCN-00148 ENLARGED ROOF PLAN - BAYS D / E / F
12925864 43 A501-1 DDCN ROOF DETAILS
12925865 44 A501-2 DDCN ROOF DETAILS
12925866 45 A601 DDCN-00148 WIND PRESSURE DIAGRAM
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12925824
DLA WILL EMPTY CONTENT PRIOR TO
CONTRACTOR ACCESS TO WORK AREA
G003
EXAMPLE 48" PALLET RACKING
DLA WILL EMPTY CONTENT PRIOR TO
CONTRACTOR ACCESS TO WORK AREA
G003
EXAMPLE 48" ARM SINGLE
CANTILEVER RACKING
DLA WILL EMPTY CONTENT PRIOR TO
CONTRACTOR ACCESS TO WORK AREA
G003
EXAMPLE 48" ARM DOUBLE
CANTILEVER RACKING
DLA WILL EMPTY CONTENT PRIOR TO
CONTRACTOR ACCESS TO WORK AREA
G003
EXAMPLE 24" ARM DOUBLE
CANTILEVER RACKING
DLA WILL EMPTY CONTENT PRIOR TO
CONTRACTOR ACCESS TO WORK AREA
G003
EXAMPLE 4' ARM SINGLE
CANTILEVER RACKING
DLA WILL EMPTY CONTENT PRIOR TO
CONTRACTOR ACCESS TO WORK AREA
G003
EXAMPLE 24" PALLET RACKING
DLA WILL EMPTY CONTENT PRIOR TO
CONTRACTOR ACCESS TO WORK AREA
G003
EXAMPLE 24" ARM SINGLE
CANTILEVER RACKING
DLA WILL EMPTY CONTENT PRIOR TO
CONTRACTOR ACCESS TO WORK AREA
G003
SHEET METAL RACK
WITH ORANGE CASSETTES
9E G003
B148 BAY A EAST
VERTICAL LIFT MODULES (VLMs) 9W
G003
B148 BAY A WEST
VERTICAL LIFT MODULES (VLMs) 10
G003
B148 BAY A
SECURITY FENCE 11
G003
B148 BAY A TRAINING ROOM
AND SUSPENDED CEILING 12
G003
B148 BAY A HALLWAY
SUSPENDED CEILING AREA
CONTRACTOR REQUIRED TO SPAN VLMs TO ACCESS REPAIR WORK, DLA SHALL HAVE DAILY ACCESS DURING NON-CONTRACTOR WORK
HOURS, REFER KEY TO NOTE 9 SHEET G005
CONTRACTOR REQUIRED TO SPAN VLMs TO ACCESS REPAIR WORK, DLA SHALL HAVE DAILY ACCESS DURING NON-CONTRACTOR WORK
HOURS, REFER TO KEY NOTE 9 SHEET G005
REFER TO KEY NOTE 10 SHEET G005 REFER TO KEY NOTE 11 SHEET G005 REFER TO KEY NOTE 12 SHEET G005
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34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 123456789101112
34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 123456789101112
STAGING
SUPPORT
WORK AREA: BAY A EAST
WORK AREA: BAY A WEST
WORK AREA: BAY B EAST
WORK AREA: BAY B WEST
WORK AREA: BAY C EAST
WORK AREA: BAY C WEST
WORK AREA: BAY D WEST
WORK AREA: BAY D EAST
WORK AREA: BAY E EAST
WORK AREA: BAY E WEST
STORAGE BAY C
STORAGE BAY ESTORAGE BAY B
STORAGE BAY A
STORAGE BAY D
G003
G0
G0
G003
G003
G003
A G0
G003
A B
C D
E F
G H
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A B
C D
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G H
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B G005
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G004
12925825
KEYED NOTES: STRUCTURAL REPAIR WORK AREA SEQUENCE / PHASING REQUIREMENTS
DDCN-00147 STORAGE BAYS A, B, C, AND D PHASING/SEQUENCING: FOR EACH INDIVIDUAL STORAGE BAY, LIMIT ALL STRUCTURAL REPAIR WORK (INCLUDING EMPTYING STORAGE AID/RACKING AND ERECTING STRUCTURAL SHORING) TO ONE STORAGE BAY WORK AREA (I.E. E OR W) AT ONE TIME, AS WELL AS:
1. STORAGE BAY A ADDITIONAL PHASING/SEQUENCING: COORDINATE WITH THE CONTRACTING OFFICER'S DESIGNATED REPRESENTATIVE FOR REMOVAL OF WAREHOUSE INVENTORY TO PROVIDE ACCESS TO COMPLETE STRUCTURAL REPAIRS INCLUDING NECESSARY MODIFICATIONS OR REMOVAL OF STORAGE AIDS AND/OR RACKING, SHORING AND MATERIAL LAYDOWN AREAS. DO NOT BLOCK OH DOORWAYS AT H-J:34, H-J: 27, C-D:34 AND C-D:27. STRUCTURAL REPAIR WORK SHALL NOT BE CONDUCTED IN ADJACENT STORAGE BAY B WHILE STRUCTURAL REPAIR AND SHORING ACTIVITIES IN IN THIS STORAGE BAY ARE OCCURRING.
2. STORAGE BAY B ADDITIONAL PHASING/SEQUENCING: COORDINATE WITH THE CONTRACTING OFFICER'S DESIGNATED REPRESENTATIVE FOR REMOVAL OF WAREHOUSE INVENTORY TO PROVIDE ACCESS TO COMPLETE STRUCTURAL REPAIRS INCLUDING NECESSARY MODIFICATIONS OR REMOVAL OF STORAGE AIDS AND/OR RACKING, SHORING AND MATERIAL LAYDOWN AREAS. DO NOT BLOCK OH DOORWAYS AT H-J:27, H-J:20, C-D:27 AND C-D:20. STRUCTURAL REPAIR WORK SHALL NOT BE CONDUCTED IN ADJACENT STORAGE BAY A AND STORAGE BAY C WHILE STRUCTURAL REPAIR AND SHORING ACTIVITIES IN THIS STORAGE BAY ARE OCCURRING.
3. STORAGE BAY C ADDITIONAL PHASING/SEQUENCING: COORDINATE WITH THE CONTRACTING OFFICER'S DESIGNATED REPRESENTATIVE FOR REMOVAL OF WAREHOUSE INVENTORY TO PROVIDE ACCESS TO COMPLETE STRUCTURAL REPAIRS INCLUDING NECESSARY MODIFICATIONS OR REMOVAL OF STORAGE AIDS AND/OR RACKING, SHORING AND MATERIAL LAYDOWN AREAS. DO NOT BLOCK OH DOORWAYS AT H-J:20, H-J:13, C-D:20, AND C:13-14. STRUCTURAL REPAIR WORK SHALL NOT BE CONDUCTED IN ADJACENT STORAGE BAY B AND STORAGE BAY D WHILE STRUCTURAL REPAIR AND SHORING ACTIVITIES IN THIS STORAGE BAY ARE OCCURRING.
4. STORAGE BAY D ADDITIONAL PHASING/SEQUENCING: COORDINATE WITH THE CONTRACTING OFFICER'S DESIGNATED REPRESENTATIVE FOR REMOVAL OF WAREHOUSE INVENTORY TO PROVIDE ACCESS TO COMPLETE STRUCTURAL REPAIRS INCLUDING NECESSARY MODIFICATIONS OR REMOVAL OF STORAGE AIDS AND/OR RACKING, SHORING AND MATERIAL LAYDOWN AREAS. DO NOT BLOCK PERSONNEL DOORWAYS, AS WELL AS OH DOORWAYS AT H-J:13, H-J:6, C-D:13, AND F-G:9. THE STRUCTURAL REPAIR AREA LOCATED IN THE BAY D SECURE STORAGE ROOM AT COLUMN LINES F:11 AND E:11 HAS FLOOR LOADING RESTRICTIONS, COORDINATE WITH THE CONTRACTING OFFICER'S DESIGNATED REPRESENTATIVE ON WHAT MATERIAL HANDLING EQUIPMENT MAY BE USED IN THIS ROOM. STRUCTURAL REPAIR WORK SHALL NOT BE CONDUCTED IN ADJACENT STORAGE BAY C WHILE STRUCTURAL REPAIR AND SHORING ACTIVITIES IN THIS STORAGE BAY ARE OCCURRING.
DDCN-00147 STORAGE BAY E PHASING/SEQUENCING: LIMIT ALL WORK ACTIVITIES (INCLUDING EMPTYING STORAGE AID/RACKING, STRUCTURAL SHORING AND REPAIRS) TO ONE WORK AREA (EAST OR WEST) AT ONE TIME. COORDINATE WITH THE COR FOR REMOVAL OF WAREHOUSE INVENTORY TO ACCESS AREAS FOR RACKING REMOVAL, REPAIR, SHORING, AND MATERIAL LAYDOWN. DO NOT BLOCK RAMP, PERSONNEL DOORWAY AT FIRE PUMP ROOM, AND OH DOORWAY AT H-J:6. WORK ACTIVITIES SHALL NOT BE CONDUCTED IN WORK AREA BAY
E EAST DURING WORK ACTIVITIES IN BAY D EAST.
DISASSEMBLE EMPTY 48" PALLET RACKING PRIOR TO SHORING FOR STRUCTURAL REPAIR,
STORE AND RE-INSTALL AFTER REPAIRS COMPLETED AND SHORING REMOVED.
DISASSEMBLE EMPTY 48" ARM SINGLE CANTILEVER RACKING PRIOR TO SHORING FOR
STRUCTURAL REPAIR, STORE AND RE-INSTALL AFTER REPAIRS COMPLETED AND SHORING
REMOVED.
DISASSEMBLE EMPTY 48" ARM DOUBLE CANTILEVER RACKING PRIOR TO SHORING FOR
STRUCTURAL REPAIR, STORE AND RE-INSTALL AFTER REPAIRS COMPLETED AND SHORING
REMOVED.
DISASSEMBLE EMPTY 24" ARM DOUBLE CANTILEVER RACKING PRIOR TO SHORING FOR
STRUCTURAL REPAIR, STORE AND RE-INSTALL AFTER REPAIRS COMPLETED AND SHORING
REMOVED.
DISASSEMBLE EMPTY 24" ARM SINGLE CANTILEVER RACKING PRIOR TO SHORING FOR
STRUCTURAL REPAIR, STORE AND RE-INSTALL AFTER REPAIRS COMPLETED AND SHORING
REMOVED.
DLA WILL EMPTY BIG STEEL RACK FRAME OF CASSETTES PRIOR TO CONTRACTOR ACCESS
TO WORK AREA. BIG STEEL RACK FRAME SHALL REMAIN IN-PLACE DURING SHORING AND
STRUCTURAL REPAIRS.
4 4
NORTHSCALE: 1" = 30'-0"
G004
0 30' 60'
Scale: 1" = 30'-0"
DDCN-00147 - STRUCTURAL REPAIR WORK
AREA SEQUENCE / PHASING REQUIREMENTS
SCALE: 1" = 30'-0"
A
G004
TRANSVERSE SECTION
TYP. BAYS A, B, C, & D
SCALE: 1" = 30'-0"
B
G004
TRANSVERSE SECTION
TYP. BAYS E ONLY
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WORK AREA: BAY A EAST
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AC
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STORAGE BAY A
WORK AREA: BAY A WEST
1011 G0
9W G003
G003
9E G003
STORAGE BAY B
G003
G003
WORK AREA: BAY B EAST
STORAGE BAY C STORAGE BAY D
WORK AREA: BAY C WEST
G003
G003 STORAGE BAY E STORAGE BAY F
WORK AREA: BAY D EAST
WORK AREA: BAY D WEST
WORK AREA: BAY E WORK AREA: BAY F
G003
A G005
19 18 17 16 15 14 13 12 11 10 6 5 4 3 2 1789
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G005
12925826
KEYED NOTES: STRUCTURAL REPAIR WORK AREA SEQUENCE / PHASING REQUIREMENTS
DDCN-00148 STORAGE BAY A PHASING/SEQUENCING: LIMIT ALL STRUCTURAL REPAIR WORK INCLUDING EMPTY RACKING, STRUCTURAL SHORING TO ONE STORAGE BAY A WORK AREA (I.E. EAST OR WEST) AT ONE TIME, AS WELL AS: COORDINATE WITH THE CONTRACTING OFFICER'S DESIGNATED REPRESENTATIVE FOR REMOVAL OF WAREHOUSE INVENTORY TO ACCESS 24” PALLET RACKING, AS WELL AS TRAINING ROOM, BREAK-ROOM AND OFFICE AREA HALLWAY FOR STRUCTURAL REPAIR, SHORING AND MATERIAL LAYDOWN. WORK AFTER HOURS TO MINIMIZE IMPACT TO THE CURRENT OCCUPANTS' WORK HOURS OF 0600-1630. LIMIT WORK, INCLUDING SHORING, TO PREVENT IMPEDING CURRENT OCCUPANTS' OPERATION FOR MORE THAN 48 HOURS (2 WORKDAYS). DO NOT BLOCK OH DOORWAYS AT G-H:19, G-H:16, A:17-18, AND P:17-18 OR RAMP. WORK IN BAY A SHALL BE COMPLETED AFTER HOUR TO
MINIMIZE IMPACT TO CURRENT OCCUPANTS' WORK HOURS OF 0600-1630
DDCN-00148 STORAGE BAYS B, C & D PHASING/SEQUENCING: LIMIT ALL STRUCTURAL REPAIR WORK IN THESE BAYS, INCLUDING EMPTY STORAGE AIDE/RACKING, STRUCTURAL SHORING, FOR AN INDIVIDUAL STORAGE BAY TO ONE STORAGE BAY WORK AREA (I.E. EAST OR WEST) AT ONE TIME, AS WELL AS: COORDINATE WITH THE CONTRACTING OFFICER'S DESIGNATED REPRESENTATIVE FOR REMOVAL OF WAREHOUSE INVENTORY TO ACCESS AREAS STORAGE AIDES AND/OR RACKING FOR STRUCTURAL REPAIR, SHORING AND MATERIAL LAYDOWN.
DO NOT BLOCK FORKLIFT TRAVEL LANES OR OH DOORS AT COLUMN LINE G-H OR OH DOORWAYS AT A:14-15, P:14-15, A:11-12, P:11-12, A:8-9 AND P:8-9.
DDCN-00148 STORAGE BAY E PHASING/SEQUENCING: PHASING INSIDE BAY AREA IS NOT REQUIRED. COORDINATE WITH THE CONTRACTING OFFICER'S DESIGNATED REPRESENTATIVE
FOR REMOVAL OF WAREHOUSE INVENTORY TO ACCESS AREAS FOR REPAIR.
DDCN-00148 STORAGE BAY F PHASING/SEQUENCING: PHASING INSIDE BAY AREA IS NOT REQUIRED. COORDINATE WITH THE CONTRACTING OFFICER'S DESIGNATED REPRESENTATIVE
FOR REMOVAL OF WAREHOUSE INVENTORY TO ACCESS AREAS FOR REPAIR.
DISASSEMBLE EMPTY 48" PALLET RACKING PRIOR TO SHORING FOR STRUCTURAL REPAIR, STORE AND
RE-INSTALL AFTER REPAIRS COMPLETED AND SHORING REMOVED.
DISASSEMBLE EMPTY 24" PALLET RACKING PRIOR TO SHORING FOR STRUCTURAL REPAIR, STORE AND
RE-INSTALL AFTER REPAIRS COMPLETED AND SHORING REMOVED.
DISASSEMBLE EMPTY 4' ARM SINGLE CANTILEVER RACKING PRIOR TO SHORING FOR STRUCTURAL
REPAIR, STORE AND RE-INSTALL AFTER REPAIRS COMPLETED AND SHORING REMOVED.
CONTRACTOR SHALL PROVIDE SHORING TO SPAN THE EXISTING VERTICAL LIFT MODULES (VLMs) DURING
STRUCTURAL REPAIRS. CONTRACTOR SHALL FIELD VERIFY VLM HEIGHTS AND LOCATIONS.
10' SECURITY FENCE SHALL REMAIN IN-PLACE DURING STRUCTURAL REPAIRS. SHORING SHALL SPAN
SECURITY FENCE.
STRUCTURAL REPAIRS SHALL REQUIRE ACCESS ABOVE SUSPENDED CEILINGS AND THROUGH TRAINING ROOM DEMISING WALL. PRIOR TO SHORING FOR STRUCTURAL REPAIRS IN WORK AREA DISASSEMBLE, STORE AND RE-INSTALL SUSPENDED CEILINGS AFTER REPAIRS COMPLETED AND SHORING REMOVED.
CUT AND PATCH DRYWALL AREAS REQUIRED TO ACCESS REPAIR WORK.
STRUCTURAL REPAIRS SHORING MAY REQUIRE ACCESS ABOVE SUSPENDED CEILINGS IN HALLWAY AREA.
PRIOR TO SHORING FOR STRUCTURAL REPAIRS IN WORK AREA DISASSEMBLE STORE AND RE-INSTALL SUSPENDED CEILINGS AFTER REPAIRS COMPLETED AND SHORING REMOVED. CUT AND PATCH DRYWALL
AREAS REQUIRED TO ACCESS REPAIR WORK.
NORTHSCALE: 1" = 30'-0"
G005
0 30' 60'
Scale: 1" = 30'-0"
DDCN-00148 - STRUCTURAL REPAIR WORK AREA SEQUENCE / PHASING REQUIREMENTS
SCALE: 1" = 30'-0"
A
G005
LONGITUDINAL TRUSS SECTION
TRUSS MOUNTED W12x22
STEEL BEAM RETROFIT, TYP.
SEE S302-2 SECTION 1
7 1 7 1
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C101
12925827
BUILDING-00148 - ENLARGED DRAINAGE REPAIR PLAN AND PROFILE2
C101 SCALE: 1"=10'-0"
L EXISTING ASPHALT
DDCN-00148
SAWCUT AND
PATCH ASPHALT
INSTALL 65 LF 6Ø
CLASS 50
DUCTILE IRON PIPE
EXISTING DROP INLET
22.15 GRATE
C501
23.42
EX ASPHALT
23.29
EX ASPHALT
PLAN
6"Ø DUCTILE IRON PIPE,
CLASS 50, SLOPE = 1.00%
DRAIN PIPE RISER
EX BUILDING WALL NEW
DOWNSPOUT
EXISTING ASPHALT
EXISTING DROP INLET
22.13
GRATE
20.41
IE
19.91
SUMP
CORE HOLE IN DROP INLET
FOR 6" PIPE AND GROUT
23.42
ASPHALT
21.05
IE
PROFILE
C
BEAC
H Y R
O
AD
BUILDING-00148 - EXTERIOR WALL CRACKING
AND DRAINAGE REPAIR CIVIL SITE PLAN1
C101 SCALE: 1"=100'-0"
DDCN-00150 DDCN-00148
C101
CONCRETE
RAMP
1 HORIZ : 5 VERTICAL
LOADING DOCK
LEGEND:
DRAIN INLET
MANHOLE COVER
DOWN SPOUT
FIRE DEPARTMENT VALVE
POWER LINEPL
0 100' 200'
Scale: 1" = 100'-0"
0 10' 20'
Scale: 1" = 10'-0"
BAY A
BAY B
BAY C
BAY D
BAY E
BAY F
NORTH
C501
C501
DRAWING
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C501
12925828
BUILDING-00148 - DRAIN PIPE REPAIR RISER DETAIL1
C501 SCALE: NOT TO SCALE
BUILDING-00148 - DRAIN PIPE REPAIR TRENCH DETAIL
SCALE: NOT TO SCALE
WATER TABLE
12" MIN. OR TO
6" MIN. (TYP.)
6"
PI
PE
Z O
N E
WIDTH
O.D.
TRENCH
PIPE
SAWCUT SHALL BE VERTICAL AMD
IN STRAIGHT LINES PARALLEL
PERPENDICULAR TO TRENCH
AGGREGATE BASE
DEPTH TO MATCH CONTIGUOUS
PAVEMENT BUT NOT LESS THAN 3"
EXISTING ASPHALT
CONC. SURFACE
BEDDING MATERIAL
NOTES:
1. BEDDING MATERIAL SHALL CONFORM TO TECHNICAL SPECIFICATION
SECTION 31 00 00 EXCAVATION.
2. BEDDING MATERIAL SHALL BE COMPACTED TO 90% MINIMUM.
NEW 6"Ø DUCTILE IRON 90°
ELBOW
NEW 6"Ø DI PIPE
WITH BELL END
EXISTING ASPHALT
12" MIN.
DOWNSPOUT
NEW 6"Ø DI PIPE
BELL AND SPIGOT
C501
NEW DUCTILE IRON
DOWNSPOUT BOOT
BUILDING-00148 - ENLARGED REPAIR WEST ELEVATION3
C501 SCALE: 1/8" = 1'-0"
BUILDING-00148 - ENLARGED REPAIR SOUTH ELEVATION4
C501 SCALE: 1/8" = 1'-0"
KEYED NOTES:
PROVIDE NEW DUCTILE IRON DOWNSPOUT
DRAINPIPE TO EXISTING CATCH BASIN.
COMPLETELY CLEAN CRACKS IN MASONRY
WALLS AND FILL WITH COLOR-MATCHED
SILICON IN ACCORDANCE WITH 07 92 00
JOINT SEALANTS.
DRAWING
NUMBER
SHEET OF
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S001
12925829
REPAIR SCOPE:
THE STRUCTURAL RELATED REPAIRS FOR BUILDINGS DDCN-00147 AND DDCN-00148 CONSIST OF PERMANENT REPAIR AND REPLACEMENT OF IDENTIFIED DAMAGED AND DEGRADED HEAVY TIMBER STRUCTURAL COMPONENTS, STRUCTURAL MODIFICATIONS TO ADDRESS STRUCTURAL DEFICIENCIES, REMOVAL AND REPAIR OF IDENTIFIED INADEQUATE STRUCTURAL MODIFICATIONS, AND STRUCTURAL MODIFICATIONS TO ADDRESS IDENTIFIED INADEQUATE RETROFITS. THESE DRAWINGS SHOW BOTH EXISTING CONDITIONS AND TYPICAL REPAIR DETAILS. REFER TO THE S600 SERIES DRAWINGS FOR REPAIR
SCHEDULES IDENTIFYING THE REPAIR SCOPE.
BUILDING CODES:
THE REPAIRS FOR THE STRUCTURAL FRAMING SYSTEM WERE DESIGNED IN GENERAL ACCORDANCE WITH THE FOLLOWING CODE REFERENCES:
A. UNIFIED FACILITIES CRITERIA (UFC) 1-200-01 DOD BUILDING CODE (GENERAL BUILDING REQUIREMENTS), 2019, WITH CHANGE 1, 2020.
B. UNIFIED FACILITIES CRITERIA (UFC) 3-301-01 STRUCTURAL ENGINEERING, 2019, WITH CHANGE 1, 2022.
C. INTERNATIONAL BUILDING CODE (IBC), 2018.
D. INTERNATIONAL EXISTING BUILDING CODE (IEBC), 2018.
E. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
F. NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION 2018 EDITION.
G. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 360-16, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, 2016 EDITION.
H. AMERICAN WELDING SOCIETY (AWS) D1.1, STRUCTURAL WELDING CODE - STEEL
I. THE MASONRY SOCIETY (TMS) 402-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.
DESIGN LOADS:
A. THE FOLLOWING DEAD AND LIVE DESIGN LOADS WERE CONSIDERED IN GENERAL ACCORDANCE WITH UFC, IBC, AND ASCE WITH MINIMUM DESIGN LOAD REQUIREMENTS AND EXISTING CONDITIONS. SEISMIC, RAIN, AND HORIZONTAL WIND LOADING WERE NOT CONSIDERED FOR THE REPAIR
WORK.
DEAD LOAD:
ALL EXISTING TRUSS AND WOOD FRAMING COMPONENTS ARE ASSUMED TO BE DOUGLAS FIR-LARCH NO.2 AND HAVE A SPECIFIC GRAVITY, G = 0.5.
WOOD TRUSS SYSTEMS SELF WEIGHT
WOOD STRUCTURAL FRAMING SELF WEIGHT
STRUCTURAL STEEL SELF WEIGHT
SUPERIMPOSED DEAD LOADS
DDCN-00147 LOADS
3/4” TONGUE & GROOVE ROOF DECK 2.0 PSF
1/2” TONGUE & GROOVE ROOF DECK 1.3 PSF
2X10 WOOD JOIST @ 18" O.C. (BAYS A-D) 2.9 PSF
2X12 WOOD JOIST @ 24" O.C. (BAY E) 2.6 PSF
2 LAYERS 1.5" RIGID INSULATION 3.0 PSF
MISC. BRIDGING & BLOCKING 1.5 PSF
ROOFING MEMBRANE 0.7 PSF
DDCN-00148 LOADS
7/8” TONGUE & GROOVE ROOF DECK 2.3 PSF
2X8 WOOD JOIST @ 24” O.C. 1.7 PSF
2" RIGID INSULATION 3.0 PSF
MISC. BRIDGING & BLOCKING 1.5 PSF
ROOFING MEMBRANE 0.7 PSF
LIGHTS & ELECTRICAL 2.0 PSF
MECHANICAL, PLUMBING & FIRE PROTECTION 6.5 PSF
LIVE LOAD:
ROOF LIVE LOAD 20 PSF
SNOW LOAD
RISK CATEGORY OF BUILDING II
TERRAIN CATEGORY C
GROUND SNOW LOAD, PG 10 PSF
SNOW EXPOSURE FACTOR, CE 1.0
SNOW IMPORTANCE FACTOR, IS 1.0
THERMAL FACTOR, CT 1.2
FLAT ROOF SNOW LOAD, PF 10 PSF
RAIN ON SNOW SURCHARGE* 5 PSF
*DDCN-00148 ONLY
WIND LOAD:
BASIC WIND SPEED 138 MPH
EXPOSURE CATEGORY C
TOPOGRAPHIC FACTOR, KZT 1.0
GROUND ELEVATION FACTOR, KE 1.0
ENCLOSURE CATEGORY PARTIALLY ENCLOSED
GROSS WIND UPLIFT (DDCN-00147 AND DDCN-00148) 20 PSF
GENERAL:
A. THE SCOPE OF WORK INDICATED ON THESE DRAWINGS GENERALLY INCLUDES SELECTIVELY REMOVING STRUCTURAL MEMBERS AND ASSOCIATED APPURTENANCES AND REPLACING THEM WITH NEW MATERIAL OR REPAIRING EXISTING SELECTIVE MEMBERS IN ACCORDANCE WITH THE ATTACHED
DOCUMENTS.
B. THE DRAWINGS ARE TO BE USED AS GENERAL GUIDELINES TO ACCOMPLISH THE WORK. ADDITIONAL DISTRESS IN STRUCTURAL FRAMING THAT WAS INACCESSIBLE AT THE TIME OF APTIM'S INVESTIGATION MAY BE UNCOVERED DURING THE PERFORMANCE OF THE REPAIRS OUTLINED HEREIN.
ADDITIONAL DISTRESS, IF DISCOVERED AND DEEMED STRUCTURALLY SIGNIFICANT, MAY REQUIRE THE PERFORMANCE OF ADDITIONAL INSPECTION AND REPAIRS. ITEMS REQUIRING ADDITIONAL EVALUATION SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO
COMMENCEMENT OF ANY RELATED WORK.
C. CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR. THE NOTES PRESENTED HEREIN ARE NOT INTENDED TO REPLACE THE SPECIFICATIONS. SEE THE SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO THE GENERAL NOTES.
D. REFERENCE TO STANDARD SPECIFICATIONS OF ANY TECHNICAL SOCIETY, ORGANIZATION OR ASSOCIATION OR TO CODES OF LOCAL OR STATE AUTHORITIES, SHALL MEAN THE LATEST STANDARD, CODE, SPECIFICATION OR TENTATIVE SPECIFICATION ADOPTED AT THE DATE OF TAKING BIDS, UNLESS SPECIFICALLY STATED OTHERWISE.
E. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR SPECIFICATIONS OF AF&PA, AISC, ASTM, AWC, OR OTHER STANDARDS. WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE MORE STRINGENT REQUIREMENT SHALL
GOVERN.
F. CONTRACTOR SHALL FIELD VERIFY ALL RELEVANT EXISTING DIMENSIONS AND ELEVATIONS PRIOR TO ORDERING MATERIALS, INSTALLING SHORING AND/OR PERFORMING STRUCTURAL REPAIRS. THE INSTALLATION OF SHORING AND / OR PERFORMING STRUCTURAL REPAIRS.
STRUCTURAL LUMBER AND TIMBER SIZES SHOWN IN THESE DRAWINGS ARE NOMINAL UNLESS NOTED OTHERWISE.
G. ALL MEMBERS DAMAGED DURING REPAIR OPERATIONS SHALL BE REPLACED. ALL MEMBER PROPERTIES SHALL BE CONSISTENT WITH THOSE
SPECIFIED IN THE GENERAL NOTES.
H. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF UTILITIES, IF REQUIRED TO COMPLETE THE REPAIR WORK. THE CONTACTOR SHALL COORDINATE THE RELOCATION OF UTILITIES WITH THE CONTRACTING OFFICER, IF REQUIRED BY THE REPAIRS AND SHORING REQUIREMENTS.
STRUCTURAL STEEL:
A. STEEL ANGLES AND PLATES SHALL MEET THE REQUIREMENTS OF ASTM A 36, AND SHALL HAVE A MINIMUM YIELD STRENGTH (FY) EQUAL TO 36 KSI.
B. STEEL HOT-ROLLED STRUCTURAL SHAPES SHALL MEET THE REQUIREMENTS OF ASTM A 992, AND SHALL HAVE A MINIMUM YIELD STRENGTH (FY)
EQUAL TO 50 KSI.
C. STEEL HOLLOW STRUCTURAL SECTIONS (HSS) SHALL MEET THE REQUIREMENTS OF ASTM A 500 GRADE C, AND SHALL HAVE A MINIMUM YIELD
STRENGTH (FY) EQUAL TO 50 KSI.
D. ALL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE AISC MANUAL, AISC SPECIFICATION, AND AISC CODE OF
STANDARD PRACTICE.
E. BOLTS SHALL CONFORM TO THE REQUIREMENTS OF EITHER ASTM A307 OR ASTM F3125 GRADE A325 AS INDICATED IN THESE DRAWINGS.
F. NUTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A563, GRADE A, HEAVY HEX STYLE.
G. WASHERS FOR SHALL CONFORM TO THE REQUIREMENTS OF ASTM F436.
H. PROVIDE BOX NAILS THAT MEET THE REQUIREMENTS OF ASTM F1667.
I. SPLIT RING CONNECTORS SHALL BE MANUFACTURED FROM HOT-ROLLED SAE 1010 CARBON STEEL.
J. ALL WELDING SHALL BE IN ACCORDANCE WITH THE "STRUCTURAL WELDING CODE - STEEL", AWS D1.1 OF THE AMERICAN WELDING SOCIETY (AWS).
THESE WELDS SHALL BE MADE ONLY BY OPERATORS QUALIFIED BY PRESCRIBED TESTS IN THE "STRUCTURAL WELDING CODE". ACCEPTANCE OF THE
WELDS TO BE SUBJECT TO THE INSPECTION AND REVIEW OF AN AWS QUALIFIED INSPECTOR.
K. ALL WELDING ELECTRODES SHALL BE E70XX.
WOOD:
A. UNLESS NOTED OTHERWISE, WOOD CONSTRUCTION SHALL BE DETAILED, FABRICATED, AND INSTALLED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE 2018 EDITION OF THE NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION AS PUBLISHED BY THE AMERICAN
FOREST AND PAPER ASSOCIATION (AF&PA) AND THE AMERICAN WOOD COUNCIL (AWC).
B. IF SIGNIFICANT DISTRESS IS OBSERVED BY THE CONTRACTOR IN STRUCTURAL FRAMING OTHER THAN THAT WHICH IS INDICATED TO BE REPAIRED, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY.
C. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF WOOD STRUCTURAL FRAMING.
D. CONTRACTOR SHALL PROVIDE AND INSTALL BRIDGING, BRACING, SPACERS, BLOCKING, FILL PLATES, TIE PLATES, ETC., AS REQUIRED, TO ENSURE
STRUCTURE REMAINS STABLE AT ALL TIMES.
E. UNLESS OTHERWISE SPECIFIED, EACH PIECE OF LUMBER SHALL BEAR GRADE MARKS, STAMPS, OR OTHER IDENTIFYING MARKING INDICATING THE
GRADES OF MATERIAL AND RULES OR STANDARDS UNDER WHICH PRODUCED.
F. MATERIAL FOR COLUMNS AND COLUMN CORBELS SHALL BE DOUGLAS FIR-LARCH GLUED-LAMINATED TIMBER GRADE L2D AND SHALL HAVE THE
MINIMUM PROPERTIES LISTED BELOW. ALL TIMBER SHALL BE KILN DRIED AND HAVE A MOISTURE CONTENT NOT EXCEEDING 16 PERCENT:
FB = 1,550 PSI
FT = 1,450 PSI
FV = 230 PSI
FCprep = 650 PSI
FC = 1,900 PSI
E = 1,900,000 PSI
EMIN = 1,000,000 PSI
G. MATERIAL FOR HEAVY TIMBER BEAMS SHALL BE DOUGLAS FIR-LARCH SELECT STRUCTURAL AND SHALL HAVE THE MINIMUM PROPERTIES LISTED BELOW. ALL TIMBER SHALL BE KILN DRIED AND HAVE A MOISTURE CONTENT NOT EXCEEDING 19 PERCENT:
FB = 1,600 PSI
FT = 950 PSI
FV = 170 PSI
FCperp = 625 PSI
FC = 1,100 PSI
E = 1,600,000 PSI
EMIN = 580,000 PSI
H. DOUGLAS FIR-LARCH TIMBER SPECIFIED FOR HEAVY TIMBER BEAMS MAY BE SUBSTITUTED WITH SOUTHERN PINE DENSE SELECT STRUCTURAL TIMBER HAVING THE MINIMUM STRUCTURAL PROPERTIES LISTED BELOW. ALL LUMBER SHALL BE KILN DRIED AND THE MOISTURE CONTENT OF
SUPPLIED MATERIAL SHALL NOT EXCEED 19 PERCENT:
FB =1,750 PSI
FT = 1,200 PSI
FV = 165 PSI
FCperp = 440 PSI
FC = 1,100 PSI
E = 1,600,000 PSI
EMIN = 580,000 PSI
I. MATERIAL FOR TOP AND BOTTOM CHORDS, WEB MEMBERS, SPLICE PLATES AND FILLER PLATES OF TRUSSES AND TRUSS BRACING SHALL BE DOUGLAS FIR-LARCH SELECT STRUCTURAL AND SHALL HAVE THE MINIMUM PROPERTIES LISTED BELOW. ALL LUMBER SHALL BE KILN DRIED AND THE
MOISTURE CONTENT OF SUPPLIED MATERIAL SHALL NOT EXCEED 19 PERCENT:
FB = 1,500 PSI
FT = 1,000 PSI
FV = 180 PSI
FCperp = 625 PSI
FC = 1,700 PSI
E = 1,900,000 PSI
EMIN = 690,000 PSI
J. DOUGLAS FIR-LARCH LUMBER SPECIFIED FOR TRUSS MEMBERS, SPLICE PLATES, FILLER PLATES AND BRACING MEMBERS MAY BE SUBSTITUTED WITH SOUTHERN PINE DENSE SELECT STRUCTURAL LUMBER HAVING THE MINIMUM STRUCTURAL PROPERTIES LISTED BELOW. ALL LUMBER SHALL BE KILN
DRIED AND THE MOISTURE CONTENT OF SUPPLIED MATERIAL SHALL NOT EXCEED 19 PERCENT:
FB =1,800PSI
FT = 1,250 PSI
FV = 175 PSI
FCperp = 660 PSI
FC = 1,750 PSI
E = 1,900,000 PSI
EMIN = 690,000 PSI
K. COLUMNS, COLUMN CORBELS, BEAMS, TRUSS MEMBERS, SPLICE PLATES, FILLER PLATES AND BRACING MEMBERS SPECIFIED AS DOUGLAS FIR-LARCH MAY BE SUBSTITUTED WITH GLUED-LAMINATED TIMBER AND LUMBER. THE MINIMUM STRUCTURAL PROPERTIES OF ALL GLUED-LAMINATED TIMBER AND/OR LUMBER SHALL MEET OR EXCEED THE MINIMUM STRUCTURAL PROPERTIES OF THOSE SPECIFIED FOR EACH MEMBER TYPE LISTED ABOVE.
L. ALL GLUED-LAMINATED MEMBERS SHALL HAVE A UNIFORM-GRADE LAYUP AND BE MILLED TO MATCH THE DIMENSIONAL PARAMETERS OF THE
EXISTING STRUCTURAL COMPONENT BEING REPLACED.
M. TRUSS AND HEAVY TIMBER BEAM MATERIAL SHALL BE PROVIDED IN SUFFICIENT LENGTH TO SPAN FROM ORIGINAL SPLICE LOCATION TO ORIGINAL SPLICE LOCATION, OR TO SPLICE LOCATIONS AS IDENTIFIED ON THE REPAIR PLANS. INTERMEDIATE CHORD OR BEAM JOINTS WILL NOT BE ALLOWED.
PROVIDE MEMBER WIDTH AND THICKNESS TO MATCH ORIGINAL DESIGN.
N. TERMINATIONS OF CHORD AND WEB MEMBERS SHALL BE CUT AS DETAILED IN THESE DRAWINGS AND COORDINATED WITH THE MINIMUM EDGE AND END DISTANCE REQUIREMENTS OF THE SPLIT RING CONNECTORS AS INDICATED. SCABBING OR SPLICING SHALL NOT BE ALLOWED. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF NEW SPLIT RINGS WITH THE EXISTING TRUSS CONFIGURATION, UNLESS OTHERWISE NOTED IN THESE
DRAWINGS.
O. WOOD TO WOOD CONNECTIONS SHALL UTILIZE SPLIT RING (S.R.) CONNECTORS UNLESS NOTED OTHERWISE AND SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS WITH THE APPROPRIATE SIZE AND TYPE OF THROUGH BOLTS, NUTS, AND WASHERS. LOCATIONS OF SPLIT RING CONNECTORS SHALL COINCIDE WITH EXISTING LOCATIONS AND LOCATIONS AS SHOWN ON THESE DRAWINGS.
P REPAIRS THAT REQUIRE THE REPLACEMENT OF INDIVIDUAL BOTTOM CHORD PLIES, TOP CHORD PLIES, OR DIAGONAL OR VERTICAL TRUSS MEMBERS WILL REQUIRE THAT FULL BAY SHORING BE DESIGNED AND INSTALLED BY THE CONTRACTOR PRIOR TO PERFORMING REPAIRS.
Q. IF DAMAGED OR DEGRADED COMPONENTS ARE UNCOVERED DURING PERFORMANCE OF THE WORK, IMMEDIATELY NOTIFY THE COR. THE CONTRACTOR SHALL COORDINATE WITH THE COR AND PROVIDE NEW SPACERS, BLOCKING, BRACING, CORBELS, ETC. AS REQUIRED.
TRUSS REPAIRS:
A. WHEN MAKING REPAIRS SIMULTANEOUSLY, JACK TRUSS AT EACH PANEL POINT ALONG THE ENTIRE SPAN. DIFFERENTIAL JACKING WILL BE REQUIRED.
SHORE TRUSS AS NOTED IN JACKING AND SHORING NOTES. CAREFULLY DISASSEMBLE AND REMOVE DAMAGED MEMBERS NOTED IN TRUSS REPAIR SCHEDULE AND INSTALL NEW REPLACEMENT MEMBERS TO MATCH EXISTING UNLESS NOTED OTHERWISE. ADJUST THE LENGTHS AND ANGLES OF CHORD AND WEB MEMBERS AS REQUIRED TO PROVIDE PROPER FIT UP AND CAMBER. PLANE ENDS AS REQUIRED FOR UNIFORM FIT UP. CONTRACTOR MAY NEED TO ALLOW UP TO 24 HOURS FOR THE TRUSS TO REBOUND AFTER JACKING BEFORE ACCURATE MEASUREMENTS CAN BE OBTAINED. SUBMIT SIGNED AND SEALED SHOP DRAWINGS SHOWING THE PROPOSED CAMBER PROCEDURE AND TRUSS COMPONENT GEOMETRY.
B. TRUSS MEMBERS DAMAGED BY REPAIR WORK SHALL BE DISCARDED AND A NEW MEMBER PROVIDED TO MATCH EXISTING WITH MATERIAL DEFINED IN
WOOD SECTION ABOVE.
C. BOLTING HARDWARE AND SPLIT RING CONNECTORS THAT ARE REMOVED AND FOUND TO BE DAMAGED OR DO NOT MEET THE DESIGN REQUIREMENTS SHALL BE DISCARDED AND REPLACED WITH NEW MATERIAL AS DESCRIBED ABOVE. DAMAGE IS DEFINED AS HARDWARE COMPONENTS THAT ARE
BENT, FRACTURED, OR OTHERWISE UNABLE TO FUNCTION AS INTENDED.
D. TRIM THE TOP OF THE TRUSS DIAGONALS TO BE EVEN WITH THE TOP OF THE TOP CHORDS.
COLUMN AND CORBEL REPAIRS:
A. ALL COLUMN REPLACEMENTS SHALL BE FULL HEIGHT. IN THE EVENT THAT WORK ACTIVITIES EXPOSE ADDITIONAL DETERIORATION, THE CONTRACTOR
SHALL NOTIFY THE CONTRACTING OFFICER.
B. TRUSSES SHALL BE JACKED AT THE FIRST PANEL POINT ON EITHER SIDE OF COLUMN TO BE REPAIRED VERTICALLY UP APPROXIMATELY 3/8 INCH MAX.). SHORE AS NOTED IN JACKING AND SHORING NOTES. REMOVE DAMAGED MEMBERS NOTED IN REPAIR SCHEDULE AND INSTALL NEW COLUMN SECTION TO MATCH EXISTING UNLESS NOTED OTHERWISE. BEARING ELEVATIONS OF REPAIRED COLUMN SHALL MATCH THE PRE-REPAIR
BEARING ELEVATIONS.
C. ENDS OF COLUMNS SHALL BE SQUARE CUT AND SHALL PROVIDE FULL BEARING OF COLUMN ENDS ON CONCRETE PEDESTALS BELOW. EXISTING DOWELS SHALL BE CUT FROM THE EXISTING PEDESTAL FLUSH WITH THE SURFACE OF THE PEDESTAL. NEW COLUMN BASES SHALL BE ANCHORED
INTO THE EXISTING PEDESTAL AS DETAILED IN THE THESE DRAWINGS.
D. BOLTING HARDWARE AND SPLIT RING CONNECTORS THAT ARE REMOVED AND FOUND TO BE DAMAGED OR DO NOT MEET THE DESIGN REQUIREMENTS
SHALL BE DISCARDED AND REPLACED WITH NEW MATERIAL.
JACKING AND SHORING NOTES:
A, THE CONTRACTOR SHALL HAVE ALL TEMPORARY SHORING DESIGNED AND CERTIFIED BY A QUALIFIED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NORTH CAROLINA FOR EACH BUILDING AS PART OF HIS WORK. THE CONTRACTOR SHALL SUBMIT, IN ACCORDANCE WITH SECTION 01 33 00 SUBMITTAL PROCEDURES, ALL CERTIFIED TEMPORARY SHORING DOCUMENTS FOR REVIEW AND RECORD PURPOSES. CONTRACTOR'S SHORING DOCUMENTS SHALL INCLUDE BUT NOT LIMITED TO: PLANS, SECTIONS, DETAILS, AND STRUCTURAL CALCULATIONS.
B. THE JACKING AND SHORING PROCEDURES BELOW ARE SUGGESTIONS FOR BIDDING PURPOSES ONLY, AND THE CONTRACTOR IS RESPONSIBLE FOR DEVELOPING THE FINAL JACKING AND SHORING PLAN. SUBMIT SIGNED AND SEALED SHOP DRAWINGS SHOWING THE PROPOSED JACKING AND SHORING LOCATIONS, LAYOUTS, EQUIPMENT, PROCEDURES, SEQUENCING, ETC. PRIOR TO PERFORMING STRUCTURAL REPAIRS TO COLUMNS, CORBELS, AND BOTTOM CHORD MEMBERS THE CONTRACTOR SHALL CAREFULLY JACK AND SHORE THE AREA SUPPORTED BY THE STRUCTURAL MEMBER (TRIBUTARY AREA) TO BE REPAIRED FOR THE TOTAL GRAVITY LOAD. CONTRACTOR SHALL PERFORM JACKING INCREMENTALLY AND MONITOR ADJACENT (UNJACKED) AREAS FOR POTENTIAL DAMAGE DURING JACKING OPERATIONS. ADJUST JACKING AND SHORING PLAN AS REQUIRED
TO MINIMIZE DAMAGE TO THE STRUCTURE.
C. REPAIRS THAT REQUIRE THE REPLACEMENT OF INDIVIDUAL BOTTOM CHORD PLIES, TOP CHORD PLIES, OR DIAGONAL OR VERTICAL TRUSS MEMBERS
WILL REQUIRE FULL BAY SHORING BE INSTALLED PRIOR TO PERFORMING REPAIRS.
D. FOR CORBEL SPLIT RING REPAIRS AND CORBEL OR COLUMN REPLACEMENTS, THE CONTRACTOR SHALL INSTALL COLUMN SHORING. JACKING AND SHORING SHALL BE PERFORMED ON EACH SIDE OF THE SUBJECT COLUMN AT THE FIRST PANEL POINT OF THE ADJACENT TRUSSES.
E. COLUMN SHORING SHALL BE PROVIDED WHERE REPAIRS REQUIRE THE REPLACEMENT OF EXISTING COLUMN CORBELS OR REPLACEMENT OF THEIR RESPECTIVE TOOTHED OR SPLIT RINGS. COLUMN SHORING SHALL BE PROVIDED ON EACH SIDE OF THE COLUMN PRIOR TO PERFORMING REPAIRS.
WHEN POSSIBLE, IT SHALL BE PERMITTED FOR THE CONTRACTOR TO UTILIZE FULL HEIGHT TRUSS SHORING AS COLUMN SHORING. FULL HEIGHT TRUSS SHORING SHALL BE USED IN COMBINATION WITH COLUMN SHORING IN SUCH A MANNER AS TO RELIEVE THE FULL LOAD OF THE TRUSS SYSTEM
FROM THE COLUMNS PRIOR TO PERFORMING CORBEL OR COLUMN REPLACEMENT.
F. FOR TRUSS REPAIRS, JACKS SHALL BE LOCATED AT EACH PANEL POINT FOR THE ENTIRE TRUSS SPAN LENGTH. ONCE JACKED, SHORING SHALL BE PROVIDED ALONG THE UNDERSIDE OF THE TOP CHORD OR THE UNDERSIDE OF THE ROOF RAFTERS, AS REQUIRED TO ACCOMPLISH THE REPAIRS, FOR THE ENTIRE TRUSS SPAN LENGTH. PROVIDE JACK POSTS, SHORING TOWERS, OR OTHER SUPPLEMENTAL SHORING, PREFERABLY AT PANEL POINTS, TO SUPPORT THE DEAD LOAD OF THE TRUSS DURING REPAIR AND MAINTAIN PROPER TRUSS GEOMETRY/CAMBER.
BOLT TIGHTENING:
A. THE CONTRACTOR SHALL TIGHTEN BOLTS IN HEAVY-TIMBER AND STEEL CONNECTIONS IN ACCORDANCE WITH THE SPECIFICATIONS.
ABBREVIATIONS:
B.O.D. BOTTOM OF DECKING
E EAST
H. EACH
EX. EXISTING
EXIS. EXISTING
HND HAND
N NORTH
OPP OPPOSITE
OPP HND OPPOSITE HAND (MIRROR)
S SOUTH
SIM SIMILAR
S.R. SPLIT RING
T.O.C. TOP OF CONCRETE
T.O.S. TOP OF SLAB
T.O.W. TOP OF WALL
TYP TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
W WEST
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STAGING
SUPPORT
1'-4" 20'-0" 20'-0" 20'-0"
BAY
A
BAY B BAY C BAY D
20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 21'-3" 20'-0" 19'-11" 0'-10" 1'-
3"
'-0
'-0
'-0
'-1
1"
'-1
'-0
'-1 1"
'-0
'-0
'-0
1'-
3"
559'-11"
0'-
0"
TRANSVERSE BEAM (TYP)
S301-1
S301-1
S301-2
FRAMING (TYP)
S301-2
EXISTING 2"X10" WOOD JOISTS
(BAYS A-D), EXISTING 2"X12"WOOD
JOISTS (BAY E) WITH 3/4" TONGUE
& GROOVE SHEATHING (TYP)
101'-3"
20'-0"
BAY E
20'-0"
NORTH
SCALE: 1/32" = 1'-0"
DDCN-00147 - ROOF FRAMING PLAN1
S101-1
0 16' 32' 64'
Scale: 1/32" = 1'-0"
J
U N
E
J.
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R
O O
F
FR
AM
IN
G P
LA
N
S101-1
12925830
NOTES:
1. REFER TO DRAWING S001 FOR GENERAL NOTES.
2. REPLACE EXISTING TOOTHED RING-CONNECTED CORBELS
WITH NEW CORBELS USING SPLIT RING CONNECTORS. TYPICAL
AT COLUMN LINES C, D, H, AND J. SEE DETAIL 3 ON S501-1.
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BAY A BAY B
BAY C
BAY D
BAY E
J . E
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PL
AN
S101-2
12925831
20'-0"
KEYED NOTES:
REPLACE HIGH BAY COLUMN ASSEMBLY.
REPLACE HIGH BAY BEAM ASSEMBLY.
REPLACE LOW BAY COLUMN ASSEMBLY.
REPLACE LOW BAY BEAM ASSEMBLY.
REPLACE BAY E TYPE BUILT-UP COLUMN
ASSEMBLY.
REPLACE BEAM AT STEEL COLUMN.
PROVIDE NEW STEEL COLUMN ASSEMBLY.
PROVIDE NEW CORBEL ASSEMBLY.
REMOVE AND DISPOSE OF EXISTING STEEL
RETROFIT BEAM AND ASSOCIATED BRACKETS
BELOW REPLACED HIGH BAY BEAM.
EXISTING TEMPORARY SHORING BY OTHERS.
REMOVE TEMPORARY SHORING FOLLOWING
PERMANENT REPAIRS AND RETURN TO
CONTRACTING OFFICER'S DESIGNATED
REPRESENTATIVE.
NOTES:
1. REFER TO BEAM, COLUMN, AND CORBEL ASSEMBLY REPLACEMENT SCHEDULE
FOR DETAILS.
2. SEE TIMBER COMPONENT REPAIR AND REPLACEMENT SCHEDULES FOR DETAILS
REGARDING ADDITIONAL COMPONENT REPAIRS.
NORTH
DDCN-00147 BEAM, COLUMN, AND CORBEL ASSEMBLY REPLACEMENT PLAN1
S101-2 SCALE: 1" = 25'-0"
10 10
3 3
1 111
8 8
8 8 8 8 8 8
8 8 8 8 88
8 8 8
8 8 8 8 8
8 8 8 8 8
8 8 8
8 8 cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cblcbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl cbl
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S101-3
12925832
BAY ITEM KEYED
NOTES STRUCTURAL ASSEMBLY LOCATION DETAILS
A A-B01 8 PROVIDE NEW SPLIT RING CORBEL 33:C S501-1 DETAILS 3 (corbel), 5
A A-B02 8 PROVIDE NEW SPLIT RING CORBEL 33:D S501-1 DETAIL 3 (corbel)
A A-C01 3, 10 REPLACE COLUMN-LOW BAY ASSEMBLY 33:E S501-1 DETAIL 2
A A-G01 4, 10 REPLACE BEAM-LOW BAY ASSEMBLY 33:E-F S501-1 DETAILS 2 & 4
A A-C02 3, 10 REPLACE COLUMN-LOW BAY ASSEMBLY 33:F S501-1 DETAIL 4
A A-G02 4, 10 REPLACE BEAM-LOW BAY ASSEMBLY 33:F-G S501-1 DETAILS 2 & 4
A A-B03 8 PROVIDE NEW SPLIT RING CORBEL 33:H S501-1 DETAILS 3 (corbel), 5
A A-C03 1 REPLACE COLUMN-HIGH BAY ASSEMBLY 33:J S501-1 DETAILS 3 & 5
A A-B04 8 PROVIDE NEW SPLIT RING CORBEL 32:C S501-1 DETAILS 3 (corbel), 5
A A-C04 1 REPLACE COLUMN-HIGH BAY ASSEMBLY 32:D S501-1 DETAILS 3 & 5
A A-C05 3 REPLACE COLUMN-LOW BAY ASSEMBLY 32:E S501-1 DETAIL 2
A A-G03 4 REPLACE BEAM-LOW BAY ASSEMBLY 32:F-G S501-1 DETAILS 2 & 4
A A-B05 8 PROVIDE NEW SPLIT RING CORBEL 32:H S501-1 DETAILS 3 (corbel), 5
A A-B06 8 PROVIDE NEW SPLIT RING CORBEL 32:J S501-1 DETAILS 3 (corbel), 5
A A-G04 4, 10 REPLACE BEAM-LOW BAY ASSEMBLY 32:L-K S501-1 DETAILS 1 & 2
A A-C06 1 REPLACE COLUMN-HIGH BAY ASSEMBLY 31:C S501-1 DETAILS 3 & 5
A A-C07 1 REPLACE COLUMN-HIGH BAY ASSEMBLY 31:D S501-1 DETAILS 3 & 5
A A-G05 4, 10 REPLACE BEAM-LOW BAY ASSEMBLY 31:E-F S501-1 DETAILS 2 & 4
A A-C08 3, 10 REPLACE COLUMN-LOW BAY ASSEMBLY 31:F S501-1 DETAIL 4
A A-G06 4, 10 REPLACE BEAM-LOW BAY ASSEMBLY 31:F-G S501-1 DETAILS 2 & 4
A A-B07 8, 10 PROVIDE NEW SPLIT RING CORBEL 31:H S501-1 DETAILS 3 (corbel), 5
A A-B08 8, 10 PROVIDE NEW SPLIT RING CORBEL 31:J S501-1 DETAILS 3 (corbel), 5
A A-B09 8 PROVIDE NEW SPLIT RING CORBEL 30:C S501-1 DETAILS 3 (corbel), 5
A A-B10 8 PROVIDE NEW SPLIT RING CORBEL 30:D S501-1 DETAILS 3 (corbel), 5
A A-C09 3 REPLACE COLUMN-LOW BAY ASSEMBLY 30:E S501-1 DETAIL 2
A A-C10 3 REPLACE COLUMN-LOW BAY ASSEMBLY 30:G S501-1 DETAIL 2
A A-B11 8 PROVIDE NEW SPLIT RING CORBEL 30:H S501-1 DETAILS 3 (corbel), 5
A A-C11 1, 10 REPLACE COLUMN-HIGH BAY ASSEMBLY 29:C S501-1 DETAILS 3 & 5
A A-C12 1 REPLACE COLUMN-HIGH BAY ASSEMBLY 29:D S501-1 DETAILS 3 & 5
A A-C13 3 REPLACE COLUMN-LOW BAY ASSEMBLY 29:E S501-1 DETAIL 2
A A-B12 8 PROVIDE NEW SPLIT RING CORBEL 29:H S501-1 DETAILS 3 (corbel), 5
A A-B13 8 PROVIDE NEW SPLIT RING CORBEL 28:H S501-1 DETAILS 3 (corbel), 5
A A-C14 1 REPLACE COLUMN-HIGH BAY ASSEMBLY 28:C S501-1 DETAILS 3 & 5
A A-C15 1 REPLACE COLUMN-HIGH BAY ASSEMBLY 28:D S501-1 DETAILS 3 & 5
B B-C01 1 REPLACE COLUMN-HIGH BAY ASSEMBLY 26:C S501-1 DETAILS 3 & 5
B B-B01 8 PROVIDE NEW SPLIT RING CORBEL 26:D S501-1 DETAILS 3 (corbel), 5
B B-G01 4 REPLACE BEAM-LOW BAY ASSEMBLY 26:D-E S501-1 DETAILS 2 & 3
B B-B02 8 PROVIDE NEW SPLIT RING CORBEL 26:H S501-1 DETAILS 3 (corbel), 5
B B-B03 8 PROVIDE NEW SPLIT RING CORBEL 26:J S501-1 DETAILS 3 (corbel), 5
B B-C02 1 REPLACE COLUMN-HIGH BAY ASSEMBLY 25:C S501-1 DETAILS 3 & 5
B B-B04 8 PROVIDE NEW SPLIT RING CORBEL 25:D S501-1DETAILS 3 (corbel), 5
B B-G02 4 REPLACE BEAM-LOW BAY ASSEMBLY 25:D-E S501-1 DETAILS 2 & 3
B B-B05 8, 10 PROVIDE NEW SPLIT RING CORBEL 25:H S501-1 DETAILS 3 (corbel), 5
B B-B06 8, 10 PROVIDE NEW SPLIT RING CORBEL 25:J S501-1 DETAILS 3 (corbel), 5
B B-C03 3 REPLACE COLUMN-LOW BAY ASSEMBLY 24:B S501-1 DETAIL 2
B B-B07 8 PROVIDE NEW SPLIT RING CORBEL 24:C S501-1 DETAILS 3 (corbel), 5
B B-B08 8 PROVIDE NEW SPLIT RING CORBEL 24:D S501-1 DETAILS 3 (corbel), 5
B B-G03 4 REPLACE BEAM-LOW BAY ASSEMBLY 24:F-G S501-1 DETAILS 2 & 4
B B-C04 3 REPLACE COLUMN-LOW BAY ASSEMBLY 24:G S501-1 DETAIL 2
B B-G04 4 REPLACE BEAM-LOW BAY ASSEMBLY 24:G-H S501-1 DETAILS 2 & 3
B B-B09 8 PROVIDE NEW SPLIT RING CORBEL 24:H S501-1 DETAILS 3 (corbel), 5
B B-B10 8 PROVIDE NEW SPLIT RING CORBEL 24:J S501-1 DETAILS 3 (corbel), 5
B B-C05 3, 10 REPLACE COLUMN-LOW BAY ASSEMBLY 23:B S501-1 DETAIL 2
B B-B11 8 PROVIDE NEW SPLIT RING CORBEL 23:C S501-1 DETAILS 3 (corbel), 5
B B-B12 8 PROVIDE NEW SPLIT RING CORBEL 23:D S501-1 DETAILS 3 (corbel), 5
B B-C09 3 REPLACE COLUMN-LOW BAY ASSEMBLY 23:E S501-1 DETAIL 2
B B-B13 8 PROVIDE NEW SPLIT RING CORBEL 23:H S501-1 DETAILS 3 (corbel), 5
B B-G05 2, 9 REPLACE BEAM-HIGH BAY ASSEMBLY 23:H-J S501-1 DETAIL 3
B B-B14 8 PROVIDE NEW SPLIT RING CORBEL 23:J S501-1 DETAILS 3 (corbel), 5
B B-B15 8 PROVIDE NEW SPLIT RING CORBEL 22:C S501-1DETAILS 3 (corbel), 5
B B-B16 8 PROVIDE NEW SPLIT RING CORBEL 22:D S501-1 DETAILS 3 (corbel), 5
B B-C06 3 REPLACE COLUMN-LOW BAY ASSEMBLY 22:G S501-1 DETAIL 2
B B-B17 8 PROVIDE NEW SPLIT RING CORBEL 22:H S501-1 DETAILS 3 (corbel), 5
B B-B18 8 PROVIDE NEW SPLIT RING CORBEL 22:J S501-1 DETAILS 3 (corbel), 5
B B-B19 8 PROVIDE NEW SPLIT RING CORBEL 21:C S501-1 DETAILS 3 (corbel), 5
B B-C07 1 REPLACE COLUMN-HIGH BAY ASSEMBLY 21:D S501-1 DETAILS 3 & 5
B B-C08 3 REPLACE COLUMN-LOW BAY ASSEMBLY 21:F S501-1 DETAIL 4
BAY ITEM KEYED
NOTES STRUCTURAL ASSEMBLY LOCATION DETAILS
B B-B20 8 PROVIDE NEW SPLIT RING CORBEL 21:H S501-1 DETAILS 3 (corbel), 5
B B-B21 8 PROVIDE NEW SPLIT RING CORBEL 21:J S501-1 DETAILS 3 (corbel), 5
C C-B01 8 PROVIDE NEW SPLIT RING CORBEL 19:C S501-1 DETAILS 3 (corbel), 5
C C-C01 1 REPLACE COLUMN-HIGH BAY ASSEMBLY 19:D S501-1 DETAILS 3 & 5
C C-C02 3 REPLACE COLUMN-LOW BAY ASSEMBLY 19:E S501-1 DETAIL 2
C C-G01 4 REPLACE BEAM-LOW BAY ASSEMBLY 19:E-F S501-1 DETAILS 2 & 4
C C-G02 4 REPLACE BEAM-LOW BAY ASSEMBLY 19:F-G S501-1 DETAILS 2 & 4
C C-B02 8 PROVIDE NEW SPLIT RING CORBEL 19:H S501-1 DETAILS 3 (corbel), 5
C C-G03 2, 9 REPLACE BEAM-HIGH BAY ASSEMBLY 19:H-J S501-1 DETAIL 3
C C-C03 1 REPLACE COLUMN-HIGH BAY ASSEMBLY 19:J S501-1 DETAILS 3 & 5
C C-B03 8 PROVIDE NEW SPLIT RING CORBEL 18:C S501-1 DETAILS 3 (corbel), 5
C C-B04 8 PROVIDE NEW SPLIT RING CORBEL 18:D S501-1 DETAILS 3 (corbel), 5
C C-B05 8 PROVIDE NEW SPLIT RING CORBEL 18:H S501-1 DETAILS 3 (corbel), 5
C C-B06 8 PROVIDE NEW SPLIT RING CORBEL 18:J S501-1 DETAILS 3 (corbel), 5
C C-B07 8 PROVIDE NEW SPLIT RING CORBEL 17:C S501-1 DETAILS 3 (corbel), 5
C C-G04 2, 9, 10 REPLACE BEAM-HIGH BAY ASSEMBLY 17:C-D S501-1 DETAIL 3
C C-C04 1, 10 REPLACE COLUMN-HIGH BAY ASSEMBLY 17:D S501-1 DETAILS 3 & 5
C C-G05 4, 10 REPLACE BEAM-LOW BAY ASSEMBLY 17:E-F S501-1 DETAILS 2 & 4
C C-C05 3, 10 REPLACE COLUMN-LOW BAY ASSEMBLY 17:F S501-1 DETAIL 4
C C-G06 4, 10 REPLACE BEAM-LOW BAY ASSEMBLY 17:F-G S501-1 DETAILS 2 & 4
C C-C06 1 REPLACE COLUMN-HIGH BAY ASSEMBLY 17:H S501-1 DETAILS 3 & 5
C C-B08 8 PROVIDE NEW SPLIT RING CORBEL 17:J S501-1 DETAILS 3 (corbel), 5
C C-G07 4 REPLACE BEAM-LOW BAY ASSEMBLY 16:B-C S501-1 DETAILS 2 & 3
C C-B09 8 PROVIDE NEW SPLIT RING CORBEL 16:C S501-1 DETAILS 3 (corbel), 5
C C-C07 1 REPLACE COLUMN-HIGH BAY ASSEMBLY 16:D S501-1 DETAILS 3 & 5
C C-G08 4 REPLACE BEAM-LOW BAY ASSEMBLY 16:D-E S501-1 DETAILS 2 & 3
C C-C08 3, 10 REPLACE COLUMN-LOW BAY ASSEMBLY 16:F S501-1 DETAIL 4
C C-B10 8 PROVIDE NEW SPLIT RING CORBEL 16:H S501-1 DETAILS 3 (corbel), 5
C C-B11 8 PROVIDE NEW SPLIT RING CORBEL 16:J S501-1 DETAILS 3 (corbel), 5
C C-B12 8 PROVIDE NEW SPLIT RING CORBEL 15:D S501-1 DETAILS 3 (corbel), 5
C C-B13 8 PROVIDE NEW SPLIT RING CORBEL 15:H S501-1 DETAILS 3 (corbel), 5
C C-B14 8 PROVIDE NEW SPLIT RING CORBEL 15:J S501-1 DETAILS 3 (corbel), 5
C C-B15 8 PROVIDE NEW SPLIT RING CORBEL 14:D S501-1 DETAILS 3 (corbel), 5
C C-B16 8 PROVIDE NEW SPLIT RING CORBEL 14:H S501-1 DETAILS 3 (corbel), 5
C C-B17 8 PROVIDE NEW SPLIT RING CORBEL 14:J S501-1 DETAILS 3 (corbel), 5
D D-B01 8 PROVIDE NEW SPLIT RING CORBEL 12:J S501-1 DETAILS 3 (corbel), 5
D D-G01 6 REPLACE PARTIAL BEAM-LOW BAY
ASSEMBLY 11:D-E S501-4 DETAIL 1
D D-C01 7 PROVIDE COLUMN New Steel Type Assembly 11:E S501-4 DETAIL 1
D D-G02 2, 9 REPLACE BEAM-HIGH BAY ASSEMBLY 11:H-J S501-1 DETAIL 3
D D-B02 8 PROVIDE NEW SPLIT RING CORBEL 11:J S501-1 DETAILS 3 (corbel), 5
D D-B03 8 PROVIDE NEW SPLIT RING CORBEL 10:J S501-1 DETAILS 3 (corbel), 5
D D-B04 8 PROVIDE NEW SPLIT RING CORBEL 09:C S501-1 DETAILS 3 (corbel), 5
D D-B05 8 PROVIDE NEW SPLIT RING CORBEL 09:D S501-1 DETAILS 3 (corbel), 5
D D-B06 8 PROVIDE NEW SPLIT RING CORBEL 09:J S501-1 DETAILS 3 (corbel), 5
D D-C02 1, 10 REPLACE COLUMN-HIGH BAY ASSEMBLY 08:C S501-1 DETAILS 3 & 5
D D-G03 2, 10 REPLACE BEAM-HIGH BAY ASSEMBLY 08:C-D S501-1 DETAIL 3
D D-C03 1, 10 REPLACE COLUMN-HIGH BAY ASSEMBLY 08:D S501-1 DETAILS 3 & 5
D D-G04 4, 10 REPLACE BEAM-LOW BAY ASSEMBLY 08:D-E S501-1 DETAILN 2 & 3
D D-C07 3 REPLACE COLUMN-LOW BAY ASSEMBLY 08:E S501-1 DETAIL 2
D D-C04 3 REPLACE COLUMN-LOW BAY ASSEMBLY 08:F S501-1 DETAIL 4
D D-B07 8 PROVIDE NEW SPLIT RING CORBEL 08:J S501-1 DETAILS 3 (corbel), 5
D D-B08 8 PROVIDE NEW SPLIT RING CORBEL 07:C S501-1 DETAILS 3 (corbel), 5
D D-C05 1 REPLACE COLUMN-HIGH BAY ASSEMBLY 07:D S501-1 DETAILS 3 & 5
D D-G05 4, 10 REPLACE BEAM-LOW BAY ASSEMBLY 07:E-F S501-1 DETAILS 2 & 4
D D-C06 3, 10 REPLACE COLUMN-LOW BAY ASSEMBLY 07:F S501-1 DETAIL 4
D D-G06 4, 10 REPLACE BEAM-LOW BAY ASSEMBLY 07:F-G S501-1 DETAILS 2 & 4
D D-G07 2, 9 REPLACE BEAM-HIGH BAY ASSEMBLY 07:H-J S501-1 DETAIL 3
D D-B09 8 PROVIDE NEW SPLIT RING CORBEL 07:J S501-1 DETAILS 3 (corbel), 5
E E-C01 5 REPLACE COLUMN ASSEMBLY 05:D S501-2 DETAIL 2 AND SECTION A
E E-C02 5 REPLACE COLUMN ASSEMBLY 05:E S501-2 DETAIL 2 AND SECTION A
E E-C03 5 REPLACE COLUMN ASSEMBLY 05:K S501-2 DETAIL 2 AND SECTION A
E E-C04 5, 10 REPLACE COLUMN ASSEMBLY 04:K S501-2 DETAIL 2 AND SECTION A
E E-C05 5, 10 REPLACE COLUMN ASSEMBLY 04:L S501-2 DETAIL 1
E E-C06 5, 10 REPLACE COLUMN ASSEMBLY 03:A S501-2 DETAIL 1
E E-C07 5 REPLACE COLUMN ASSEMBLY 03:F S501-2 DETAIL 2 AND SECTION A
E E-C08 5 REPLACE COLUMN ASSEMBLY 03:L S501-2 DETAIL 1
DDCN-00147 BEAM, COLUMN, AND CORBEL ASSEMBLY REPLACEMENT SCHEDULE NOTE:
1. FOR KEYED NOTES AND THEIR ASSOCIATED
LOCATIONS REFER TO ASSEMBLY REPLACEMENT
PLAN SHEET S101-2
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