7390913 DrawingsAsOne SIGNED.pdf
PDF 2 MB Posted
- Attached to
- Repair Crack Staircase, Building 1406
- Solicitation number
- N400857390913
About this file
This is a set of engineering drawings for repair work on a cracked staircase in Building 1406 at Marine Corps Air Station Cherry Point, NC. The drawings include a cover sheet with location/vicinity maps, project location plan, repair plan, and repair details.
The drawings detail repairs to a cracked block wall below a stair landing steel support beam. Key specifications include installation of steel support beams (W8x24), steel gusset plates, and a concrete block crack repair process using epoxy grout injection. The work location is specifically in the stairwell entrance area near the main entrance vestibule, elevator equipment room, and vending corridor. The repair details include structural notes for reinforcing bars, steel specifications (ASTM A992 Grade 50), and specific procedures for crack repair including cleaning, injection port installation, and epoxy grouting. The drawing set (NAVFAC No. 12907754-12907757) provides comprehensive technical details for contractors to execute the staircase repair work.
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| File | Type | Posted |
|---|---|---|
| RFP 7390913.pdf | ||
| 7390913 MASTER - Streamlined MACC.pdf |
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Text version
VISITOR
VISITOR
SLIDING GATE
LP
PP
PP
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PP
LP
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LP
LP
S
S
C
C
BLDG #2
HAZARDOUS
STORAGE
DUMPSTER
ENCLOSURE
FIRE PUMP
ENCLOSURE
WAREHOUSE
BLDG
4631BLDG
CLAMSHELL
TENT
PICNIC
SHELTER
SMOKING
SHELTER
BLDG
ARCHITECTURAL SITE PLANNOTES:ARCHITECTURAL SITE PLAN IS TO SHOW BUILDING LOCATIONS IN GENERAL.REFER TO CIVIL DRAWINGS FOR SITE INFORMATION.REFER TO LANDSCAPE DRAWINGS FOR PLANTING AND SITE FURNISHING.
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VEST
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BLDG #2
HAZARDOUS
STORAGE
DUMPSTER
ENCLOSURE
FIRE PUMP
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WAREHOUSE
BLDG
4631BLDG
CLAMSHELL
TENT
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SHELTER
SMOKING
SHELTER
BLDG
ARCHITECTURAL SITE PLANNOTES:
ARCHITECTURAL SITE PLAN IS TO SHOW BUILDING LOCATIONS IN GENERAL.REFER TO CIVIL DRAWINGS FOR SITE INFORMATION.REFER TO LANDSCAPE DRAWINGS FOR PLANTING AND SITE FURNISHING.
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7359678
12907754 1 4
LOCATION MAP
VICINITY MAP
8/28/2024
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LOCATION OF WORK,
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MCAS CHERRY POINT
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BUILDING 1406
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LOCATION PLAN OF WORK
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RIVER
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NEW BERN
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NEUSE
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HAVELOCK
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JACKSONVILLE
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CHERRY POINT
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MCAS
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OCEAN
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CITY
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LEJEUNE
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CAMP
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ATLANTIC
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BEAUFORT
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MOREHEAD
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LOCATION PLAN OF WORK
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7390913 REPAIR CRACK STAIRCASE B1406 MARINE CORPS AIR STATION, CHERRY POINT, NC
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INDEX OF DRAWINGS
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NAVFAC NO.
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SHEET NO.
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TITLE
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COVER SHEET, LOCATION PLAN, VICINITY MAP
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REPAIR DETAILS
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REPAIR PLAN
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MARINE CORPS AIR STATION, CHERRY POINT, N.C.
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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
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SPEC. NO.
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CONSTR. CONTR. NO.
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SHEET OF
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NAVFAC DRAWING NO.
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NAVFAC NUMBER
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MAXIMO WO:
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CODE ID. NO. 80091 SIZE D
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SCALE:
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CHIEF ARCH./ ENGR.
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BRANCH MANAGER
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DESIGN DIRECTOR
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FIRE PROTECTION
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DESIGN
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DESIGNED & ENGINEERED BY:
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APPROVED
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FOR EFD FOR COMMANDER NAVFAC
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7390913 REPAIR CRACK STAIRCASE B1406
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PROJECT LOCATION PLAN
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VISITO
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DUMPSTER
ENCLOSURE
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MAINTENANCE
HIGH BAY
WAREHOUSE
PICNIC
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SMOKING
SHELTER
BLDG
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ARCHITECTURAL SITE PLAN IS TO SHOW BUILDING LOCATIONS IN GENERAL.
REFER TO CIVIL DRAWINGS FOR SITE INFORMATION.REFER TO LANDSCAPE DRAWINGS FOR PLANTING AND SITE FURNISHING.
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1'- 8"
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BUILDING 1406
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LOCATION OF
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WORK
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LOCATION PLAN OF WORK
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NORTH
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MARINE CORPS AIR STATION, CHERRY POINT, N.C.
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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
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SPEC. NO.
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CONSTR. CONTR. NO.
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SHEET OF
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NAVFAC DRAWING NO.
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STA. PROJ. NO.
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FED NO.
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CODE ID. NO. 80091 SIZE B
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SCALE: NOTED
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CHIEF ARCH./ ENGR.
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BRANCH MANAGER
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DESIGN DIRECTOR
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DESIGNED & ENGINEERED BY:
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FOR EFD FOR COMMANDER NAVFAC
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7390913 REPAIR CRACK STAIRCASE BUILDING 1406
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STAIRWELL ENTRANCE TO BLDG 1406 PLAN VIEW
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KEY NOTES
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EXISTING LANDING STEEL SUPPORT BEAM (10" CHANNEL)
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EXISTING STAIR UP.
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STEEL COLUMN W12X40
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STEEL SUPPORT BEAM W8X24.
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LOCATION OF PHOTO OF CRACKED BLOCK WALL BELOW LANDING STEEL SUPPORT CHANNEL.
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PHOTO OF CRACKED WALL BELOW STAIR LANDING SUPPORT BEAM
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AutoCAD SHX Text FOR CRACK WIDTH GREATER THAN A DIME, REPAIR WITH EPOXY GROUT INJECTION. REFERENCE DETAIL 1 DWG CU02, FOR CRACK WIDTH LESS THAN A DIME, FILL WITH SILICONE SEALANT.
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PROVIDE TOUCH UP PAININTING OVER THE
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REPAIRED CRACK TO MATCH PAINT ON WALL.
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MARINE CORPS AIR STATION, CHERRY POINT, N.C.
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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
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SPEC. NO.
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CONSTR. CONTR. NO.
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SHEET OF
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NAVFAC DRAWING NO.
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STA. PROJ. NO.
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FED NO.
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CODE ID. NO. 80091 SIZE B
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SCALE: NOTED
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CHIEF ARCH./ ENGR.
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BRANCH MANAGER
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DESIGNED & ENGINEERED BY:
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FOR EFD FOR COMMANDER NAVFAC
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REPAIR PLAN
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W12X40
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BLOCK WALL
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KEY NOTES
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12" STEEL GUSSET PLATE (MIN. DIMENSION SHALL BE 6"X6").
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EXISTING 10" STEEL CHANNEL LANDING SUPPORT BEAM.
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DOUBLE ANGLE 3"X3"X " SUPPORT BRACE.14" SUPPORT BRACE.
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STEEL SUPPORT BEAM W8X24.
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ELEVATION OF STEEL SUPPORT REPAIR
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DOUBLE ANGLE CONNECTION 3"X3"X " WITH 2-5/8" 316" WITH 2-5/8" A325 BOLTS.
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2ND FLOOR STAIR LANDING EL. 14'-0".
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1ST FLOOR REF. EL. 0
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TYP
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AutoCAD SHX Text STRUCTURAL NOTES: 1. DETAILING, FABRICATION AND PLACEMENT OF DETAILING, FABRICATION AND PLACEMENT OF REINFORCING BARS WILL BE IN ACCORDANCE WITH ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315-LATEST ADOPTED EDITION. 2. STRUCTURAL STEEL SHALL COMPLY WITH THE 14TH STRUCTURAL STEEL SHALL COMPLY WITH THE 14TH EDITION OF THE AISC STEEL CONSTRUCTION MANUAL. 3. STEEL W & C SHAPES SHALL MEET ASTM A992, STEEL W & C SHAPES SHALL MEET ASTM A992, GRADE 50. 4. ALL STEEL SHALL BE HOT DIPPED GALVANIZED. ALL STEEL SHALL BE HOT DIPPED GALVANIZED. 5. CONCRETE EPOXY ANCHORS SHALL BE GALVANIZED " CONCRETE EPOXY ANCHORS SHALL BE GALVANIZED " 58" DIA. WITH A 3" MINIMUM EMBEDMENT AND INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS. 6. WELDING MUST COMPLY WITH THE STRUCTURAL WELDING MUST COMPLY WITH THE STRUCTURAL WELDING CODE, AWS D1.1 WELD ELECTRODES SHALL BE E70.
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PROVIDE 1" GROUT.
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AutoCAD SHX Text PROVIDE 4- DIA. STEEL ANCHOR BOLTS 58 DIA. STEEL ANCHOR BOLTS EPOXY ANCHORS. 3" MIN. EMBEDMENT. REF. SECTION 2 ON DWG CU02.
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CONCRETE CRACK
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FACE OF EXISTING CONCRETE
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PRESSURE INJECTION PORTS SPACED @ 8"± OC
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4. INSTALL INJECTION PORTS ALONG LENGTH OF CRACK. 5. CLOSE CRACK BETWEEN AND AROUND PORTS WITH AN EPOXY GROUT PASTE. 6. INJECT A LOW VISCOSITY EPOXY INTO THE PORTS STARTING AT THE LOWEST PORT AND WORKING UP. 7. WHEN EPOXY COMES OUT THE NEXT PORT, CLOSE THE POINT VALVE AND CONTINUE INJECTION UNTIL NO LONGER ABLE TO INJECT EPOXY. 8. MOVE INJECTION POINT TO THE LAST PORT THAT HAD EPOXY FLOWING FROM IT AND CONTINUE THE INJECTION PROCESS TO THE END OF THE CRACK, REPEATING STEPS 3 THRU 5.
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2. THOROUGHLY CLEAN CRACK AREA EXTENDING " BOTH SIDES OF THE CRACK.12" BOTH SIDES OF THE CRACK.
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3. IT IS RECOMMENDED THAT WIRE BRUSHES BE USED TO CLEAN CONCRETE BUT HIGH PRESSURE WATER MAY BE USED, BUT ALLOW TO DRY PRIOR TO STARTING THE GROUT PROCESS.
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CONCRETE BLOCK CRACK REPAIR DETAIL
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CU01
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CLEAN & COAT EXPOSED REBAR WITH ANTI-CORROSION COMPOUND
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1. CHIP OUT LOOSE, BROKEN REPAIR CONCRETE FROM JOINT.CHIP OUT LOOSE, BROKEN REPAIR CONCRETE FROM JOINT.
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BASE PLATE "58"
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TYP
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MARINE CORPS AIR STATION, CHERRY POINT, N.C.
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| 12907754 |
| Sheets and Views |
| G001 |
| 12907755 |
| Sheets and Views |
| CE01 |
| 12907756 |
| Sheets and Views |
| CU01 |
| 12907757 |
| Sheets and Views |
| CU02 |
File details come from the government source that posted it. Updated .