N4008517B0060_Dwgs1of4.pdf
PDF 7 MB Posted
- Attached to
- Camp Geiger and Camp Johnson PEBs Federal contract opportunity
- Solicitation number
- N4008518B6167
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amend0005_186167.pdf | ||
| Amend0004_186167.pdf | ||
| SpecSection_03-35-00.pdf | ||
| Amend0003_186167.pdf | ||
| SpecSection_03-35-01.pdf | ||
| Amend0001_186167.pdf | ||
| N4008517B0060_Dwgs2of4.pdf | ||
| N4008517B0062_Dwgs3of3.pdf | ||
| N4008517B0060_Dwgs4of4.pdf | ||
| N4008517B0060_Dwgs3of4.pdf | ||
| Solicitation_186167.pdf | ||
| N4008517B0062_Dwgs2of3.pdf | ||
| N4008517B0062_Dwgs1of3.pdf | ||
| N4008517B0062_Specs.pdf | ||
| N4008517B0060_Specs.pdf | ||
| N4008518B6167_PreSolic_186167.pdf |
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Text version
SHEET
CODE IDENT. NOSIZE
SCALE: NOTED
80091F
DES.
CHK.
DESIGN DIR.
DR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
J. K. AVOLIS, P.E.
J. C. AVOLIS, P.E.
MSP / WFF
SUBMITTED BY:
CAMP LEJEUNE, NORTH CAROLINA
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
NAVFAC DRAWING NO.DATE
DATE
OF
T. H. BURTON
SPEC. 05-17-0060 36
CONSTRUCT CAMP JOHNSON,
MCCSSS PEB
60020819
NEW BERN, NC 28561
(252) 633-0068
P.O. BOX 15564
LICENSE NO. C-0706
NE
US
E
RO
AD
SCALE: NOTED
80091F
DES.
CHK.
DESIGN DIR.
DR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
J. K. AVOLIS, P.E.
J. C. AVOLIS, P.E.
MSP / WFF
SUBMITTED BY:
CAMP LEJEUNE, NORTH CAROLINA
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
NAVFAC DRAWING NO.DATE
DATE
OF
T. H. BURTON
SPEC. 05-17-0060 36
CONSTRUCT CAMP JOHNSON,
MCCSSS PEB
60020820
NEW BERN, NC 28561
(252) 633-0068
P.O. BOX 15564
LICENSE NO. C-0706
NE
US
E
SCALE: NOTED
80091F
DES.
CHK.
DESIGN DIR.
DR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
J. K. AVOLIS, P.E.
J. C. AVOLIS, P.E.
MSP / WFF
SUBMITTED BY:
CAMP LEJEUNE, NORTH CAROLINA
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
NAVFAC DRAWING NO.DATE
DATE
OF
T. H. BURTON
SPEC. 05-17-0060 36
CONSTRUCT CAMP JOHNSON,
MCCSSS PEB
60020821
NEW BERN, NC 28561
(252) 633-0068
P.O. BOX 15564
LICENSE NO. C-0706
NE
US
E
SCALE: NOTED
80091F
DES.
CHK.
DESIGN DIR.
DR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
J. K. AVOLIS, P.E.
J. C. AVOLIS, P.E.
MSP / WFF
SUBMITTED BY:
CAMP LEJEUNE, NORTH CAROLINA
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
NAVFAC DRAWING NO.DATE
DATE
OF
T. H. BURTON
SPEC. 05-17-0060 36
CONSTRUCT CAMP JOHNSON,
MCCSSS PEB
60020822
NEW BERN, NC 28561
(252) 633-0068
P.O. BOX 15564
LICENSE NO. C-0706
NE
US
E
SCALE: NOTED
80091F
DES.
CHK.
DESIGN DIR.
DR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
J. K. AVOLIS, P.E.
J. C. AVOLIS, P.E.
MSP / WFF
SUBMITTED BY:
CAMP LEJEUNE, NORTH CAROLINA
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
NAVFAC DRAWING NO.DATE
DATE
OF
T. H. BURTON
SPEC. 05-17-0060 36
CONSTRUCT CAMP JOHNSON,
MCCSSS PEB
60020823
NEW BERN, NC 28561
(252) 633-0068
P.O. BOX 15564
LICENSE NO. C-0706
GRAVEL PATCH
CONCRETE SIDEWALK
SCALE: NOTED
80091F
DES.
CHK.
DESIGN DIR.
DR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
J. K. AVOLIS, P.E.
J. C. AVOLIS, P.E.
MSP / WFF
SUBMITTED BY:
CAMP LEJEUNE, NORTH CAROLINA
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
NAVFAC DRAWING NO.DATE
DATE
OF
T. H. BURTON
SPEC. 05-17-0060 36
CONSTRUCT CAMP JOHNSON,
MCCSSS PEB
60020824
NEW BERN, NC 28561
(252) 633-0068
P.O. BOX 15564
LICENSE NO. C-0706
SILT FENCE
VEGETATION PLAN
GRAVEL CONTROL ENTRANCE
GUTTER LEADER CONNECTION
POND OUTLET STRUCTURE MODIFICATIONS
SCALE: NOTED
80091F
DES.
CHK.
DESIGN DIR.
DR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
J. K. AVOLIS, P.E.
J. C. AVOLIS, P.E.
MSP / WFF
SUBMITTED BY:
CAMP LEJEUNE, NORTH CAROLINA
DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND
MARINE CORPS BASE
NAVFAC DRAWING NO.DATE
DATE
OF
T. H. BURTON
SPEC. 05-17-0060 36
CONSTRUCT CAMP JOHNSON,
MCCSSS PEB
60020825
NEW BERN, NC 28561
(252) 633-0068
P.O. BOX 15564
LICENSE NO. C-0706
TRENCH SECTION
VALVE AND VALVE BOX
THRUST BLOCK
CLEANOUT
HANDHOLE
DUCT BANK
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CJ
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CJ
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CONCRETE STOOP - SEE CIVIL DRAWINGS FOR DETAILS, TYPICAL
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CONCRETE STOOP - SEE CIVIL DRAWINGS FOR DETAILS, TYPICAL
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CONCRETE STOOP - SEE CIVIL DRAWINGS FOR DETAILS, TYPICAL
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FACE OF CONCRETE
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FACE OF CONCRETE
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FACE OF CONCRETE
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FACE OF CONCRETE
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CJ
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CJ
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CJ
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CJ
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CJ
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CJ
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CJ
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CJ
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CJ
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CJ
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CJ
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AutoCAD SHX Text A
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AutoCAD SHX Text F6
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AutoCAD SHX Text F4
AutoCAD SHX Text F7
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AutoCAD SHX Text F7
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AutoCAD SHX Text S1
AutoCAD SHX Text S1
AutoCAD SHX Text S1
AutoCAD SHX Text
PEMB RODS
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BRACED BAY
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PEMB RODS
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BRACED BAY
AutoCAD SHX Text F4
AutoCAD SHX Text P1
AutoCAD SHX Text F6
AutoCAD SHX Text P1
AutoCAD SHX Text S3
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AutoCAD SHX Text F4
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AutoCAD SHX Text 4" CONCRETE SLAB ON GRADE w/ 6x6 W1.4 x W1.4 W.W.F. ON VAPOR BARRIER AND 4" STONE BASE CJ - INDICATES CONSTRUCTION / CONTROL JOINTS SEE SHEET S4 FOR TYPICAL SLAB DETAILS FX - INDICATES CONCRETE FOOTING - SEE FOOTING SCHEDULE ON SHEET S4 FOR SIZE AND REINFORCING PX - INDICATES CONCRETE PIER - SEE PIER SCHEDULE ON SHEET S4 FOR SIZE AND REINFORCING TOP OF FOOTING ELEVATIONS TO BE TF(-1'-4") BELOW FINISHED SLAB ON GRADE UNLESS NOTED OTHERWISE ON PLAN TOP OF PIER ELEVATIONS TO BE TF(-0'-0") BELOW FINISHED SLAB ON GRADE UNLESS NOTED OTHERWISE ON PLAN
AutoCAD SHX Text THE FOUNDATION DESIGN IS BASED ON PRELIMINARY/ASSUMED METAL BUILDING FRAMING REACTIONS. THE FINAL/ACTUAL METAL BUILDING REACTIONS ARE TO BE PROVIDED TO THE CONTRACTING OFFICER BY THE GENERAL CONTRACTOR. THE DESIGN SHOWN IN THESE CONTRACT DOCUMENTS SHALL BE VERIFIED BY THE CONTRACTING OFFICER PRIOR TO FABRICATION AND CONSTRUCTION OF FOUNDATIONS. ANY DISCREPANCIES BETWEEN THE PRELIMINARY FOUNDATION DESIGN AND FINAL PRE-ENGINEERED METAL BUILDING REACTIONS SHALL BE COORDINATED TO FINALIZE THE FOUNDATION DESIGN.
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FOUNDATION PLAN
AutoCAD SHX Text 09/07/2017
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FOUNDATION PLAN
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SCALE: 1/4" = 1'-0"
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SUBMITTED BY:
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SATISFACTORY TO:
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TALLEY & SMITH ARCHITECTURE INC.
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P.O. BOX 518 SHELBY, NC 28151-0518
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409 EAST MARION ST. SHELBY, NC 28150
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TAYLOR & VIOLA
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WWW.TAYLORVIOLA.COM
AutoCAD SHX Text [828] 328-6331
AutoCAD SHX Text
FAX [828] 322-1801
AutoCAD SHX Text
P.O. BOX 2616
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STRUCTURAL ENGINEERS
AutoCAD SHX Text
HICKORY, NORTH CAROLINA 28603
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DESIGN DIR.
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APPROVED:
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CHK.
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DES.
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DR.
AutoCAD SHX Text N40085-17-B-0060
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NAVAL FACILITIES ENGINEERING COMMAND
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MARINE CORPS BASE
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CODE IDENT. NO.
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DEPARTMENT OF THE NAVY
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CAMP LEJEUNE, NORTH CAROLINA
AutoCAD SHX Text 80091
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JASON M. REEP, P.E.
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DENISE FOSTER
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SIZE
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DATE
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DATE
AutoCAD SHX Text 05-17-0060
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NAVFAC DRAWING NO.
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CONST. CONTR. NO.
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APPROVED
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DATE
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SYM.
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REVISIONS
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JASON M. REEP, P.E.
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MCCS, PEB
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CAMP LEJEUNE, NORTH CAROLINA
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CONSTRUCT CAMP JOHNSON
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SCALE:
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SPEC.
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SHEET
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OF
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NOTED
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AutoCAD SHX Text P
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text O
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AutoCAD SHX Text A
AutoCAD SHX Text J
AutoCAD SHX Text 27874
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text A
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AutoCAD SHX Text C
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AutoCAD SHX Text T
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SEAL
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AutoCAD SHX Text O
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SHEET TITLE:
AutoCAD SHX Text 60020831
M E T A L B U I L D I N G R I G I D F R A M E
AutoCAD SHX Text M E T A L B U I L D I N G R I G I D F R A M E
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PEMB RODS
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BRACED BAY
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ALUMINUM CANOPY DESIGN BY OTHERS, TYPICAL
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ALUMINUM CANOPY DESIGN BY OTHERS, TYPICAL
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FLUSH INSET GIRT BY PEMB MANUFACTURER
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FLUSH INSET GIRT BY PEMB MANUFACTURER
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BRACED BAY
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FACE OF CONCRETE
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FACE OF CONCRETE
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FACE OF CONCRETE
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FLUSH INSET GIRT BY PEMB MANUFACTURER
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FLUSH INSET GIRT BY PEMB MANUFACTURER
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PEMB RODS
AutoCAD SHX Text THE FRAMING PLAN SHOWN IS FOR REFERENCE ONLY AND INDICATES THE ASSUMPTIONS FOR WHICH THE FOUNDATION IS DESIGNED. THE PEMB MANUFACTURER IS TO COORDINATE WITH THE ARCHITECT AND PROVIDE THE ACTUAL FRAMING DESIGN/LAYOUT. THE FINAL PEMB DESIGN SHALL BE SUBMITTED FOR REVIEW AND ANY DEVIATIONS FROM THE PLAN SHOWN COULD COULD REQUIRE A REVISED FOUNDATION DESIGN, OR A RE-SUBMITTAL.
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ROOF FRAMING PLAN
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SCALE: 1/4" = 1'-0"
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SUBMITTED BY:
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SATISFACTORY TO:
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TALLEY & SMITH ARCHITECTURE INC.
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P.O. BOX 518 SHELBY, NC 28151-0518
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409 EAST MARION ST. SHELBY, NC 28150
AutoCAD SHX Text
TAYLOR & VIOLA
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WWW.TAYLORVIOLA.COM
AutoCAD SHX Text [828] 328-6331
AutoCAD SHX Text
FAX [828] 322-1801
AutoCAD SHX Text
P.O. BOX 2616
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STRUCTURAL ENGINEERS
AutoCAD SHX Text
HICKORY, NORTH CAROLINA 28603
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DESIGN DIR.
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APPROVED:
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CHK.
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DES.
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DR.
AutoCAD SHX Text N40085-17-B-0060
AutoCAD SHX Text
NAVAL FACILITIES ENGINEERING COMMAND
AutoCAD SHX Text
MARINE CORPS BASE
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CODE IDENT. NO.
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DEPARTMENT OF THE NAVY
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CAMP LEJEUNE, NORTH CAROLINA
AutoCAD SHX Text 80091
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JASON M. REEP, P.E.
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DENISE FOSTER
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SIZE
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DATE
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DATE
AutoCAD SHX Text 05-17-0060
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NAVFAC DRAWING NO.
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CONST. CONTR. NO.
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APPROVED
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DATE
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SYM.
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REVISIONS
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JASON M. REEP, P.E.
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MCCS, PEB
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CAMP LEJEUNE, NORTH CAROLINA
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CONSTRUCT CAMP JOHNSON
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SCALE:
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SPEC.
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SHEET
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OF
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NOTED
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SEAL
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SHEET TITLE:
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PRE-ENGINEERED BUILDING FRAMING LAYOUT
AutoCAD SHX Text 60020832
CONCRETE PIER
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TIES (3) - #3
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DOWELS (8) - #6
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TURNDOWN SLAB
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FACE OF CONCRETE
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(3) - #3
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TIES
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(8) - #6
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DOWELS
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#7 HAIRPIN ANCHOR, WRAP
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AROUND ANCHOR BOLTS SEE
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DETAIL A/S3
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CONCRETE SLAB ON GRADE
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SEE PLAN FOR THICKNESS
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AND REINFORCING
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ANCHOR BOLTS
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SEE METAL BLDG DWGS
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& DETAIL B/S3
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SEE FOOTING SCHEDULE FOR REINFORCING
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CONCRETE PIER
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CONCRETE PIER
AutoCAD SHX Text " x 3 x 3 14" x 3 x 3 TACK WELD TO BOLT
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EMBEDMENT
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TIES (3) - #3
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DOWELS (8) - #6
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TURNDOWN SLAB
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CONCRETE PIER
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(3) - #3
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TIES
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(8) - #6
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DOWELS
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#7 HAIRPIN ANCHOR, WRAP
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AROUND ANCHOR BOLTS SEE
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DETAIL A/S3
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CONCRETE SLAB ON GRADE
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SEE PLAN FOR THICKNESS
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AND REINFORCING
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ANCHOR BOLTS
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SEE METAL BLDG DWGS
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& DETAIL B/S3
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SEE FOOTING SCHEDULE FOR REINFORCING
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CONCRETE PIER
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FACE OF CONCRETE
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FACE OF CONCRETE
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DOWELS (8) - #6
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TURNDOWN SLAB
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(3) - #3
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TIES
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(8) - #6
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DOWELS
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#7 HAIRPIN ANCHOR, WRAP
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AROUND ANCHOR BOLTS SEE
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DETAIL A/S3
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CONCRETE SLAB ON GRADE
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SEE PLAN FOR THICKNESS
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AND REINFORCING
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ANCHOR BOLTS
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SEE METAL BLDG DWGS
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& DETAIL B/S3
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SEE FOOTING SCHEDULE FOR REINFORCING
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CONCRETE PIER
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FACE OF CONCRETE
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CONCRETE PIER
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CONCRETE PIER
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TIES (3) - #3
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DOWELS (8) - #6
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TURNDOWN SLAB
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CONCRETE PIER
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CONCRETE SLAB ON GRADE
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SEE PLAN FOR THICKNESS
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AND REINFORCING
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FACE OF CONCRETE
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FACE OF CONCRETE
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SEE FOOTING SCHEDULE FOR REINFORCING
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CONCRETE PIER
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ANCHOR BOLTS SEE METAL BLDG DWGS & DETAIL B/S3
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(3)#3 TIES
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(8)#6 DOWELS
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#7 HAIRPIN ANCHOR, WRAP AROUND ANCHOR BOLTS SEE DETAIL A/S3
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FOUNDATION SECTIONS
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SCALE: 3/4" = 1'-0"
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SUBMITTED BY:
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SATISFACTORY TO:
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TALLEY & SMITH ARCHITECTURE INC.
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P.O. BOX 518 SHELBY, NC 28151-0518
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409 EAST MARION ST. SHELBY, NC 28150
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TAYLOR & VIOLA
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WWW.TAYLORVIOLA.COM
AutoCAD SHX Text [828] 328-6331
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FAX [828] 322-1801
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P.O. BOX 2616
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STRUCTURAL ENGINEERS
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HICKORY, NORTH CAROLINA 28603
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DESIGN DIR.
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APPROVED:
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CHK.
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DES.
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DR.
AutoCAD SHX Text N40085-17-B-0060
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NAVAL FACILITIES ENGINEERING COMMAND
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MARINE CORPS BASE
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CODE IDENT. NO.
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DEPARTMENT OF THE NAVY
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CAMP LEJEUNE, NORTH CAROLINA
AutoCAD SHX Text 80091
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JASON M. REEP, P.E.
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DENISE FOSTER
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SIZE
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DATE
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DATE
AutoCAD SHX Text 05-17-0060
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NAVFAC DRAWING NO.
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CONST. CONTR. NO.
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APPROVED
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DATE
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SYM.
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REVISIONS
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JASON M. REEP, P.E.
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MCCS, PEB
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CAMP LEJEUNE, NORTH CAROLINA
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CONSTRUCT CAMP JOHNSON
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SCALE:
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SPEC.
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SHEET
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OF
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SEAL
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SHEET TITLE:
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FOUNDATION SECTION
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NO SCALE
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TYPICAL HAIRPIN ANCHOR
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NO SCALE
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TYPICAL ANCHOR BOLT
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SCALE: 3/4" = 1'-0"
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FOUNDATION SECTION
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FOUNDATION SECTION
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SCALE: 3/4" = 1'-0"
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FOUNDATION SECTION
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CONTROL JOINT DETAIL
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SEE PLANS FOR
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REINFORCING REQ'D
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FOOTING SCHEDULE
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MARK
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FOOTING SIZE
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REINFORCING
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(7) - #5 E.W.
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TOP & BOTT.
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(5) - #5 E.W.
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TOP & BOTT.
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(8) - #5 E.W.
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TOP & BOTT.
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DOWELS
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PIER SIZE
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MARK
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PIER SCHEDULE
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TIES
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(8) - #6
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(3) - #3
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4" CONCRETE SLAB ON GRADE
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ON VAPOR BARRIER AND
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4" STONE BASE
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(2) - #4 CONT.
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TURN DOWN SLAB DETAIL
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4" CONCRETE SLAB ON GRADE
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ON VAPOR BARRIER AND
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4" STONE BASE
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(2) - #4 CONT.
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SHOP WELDED ASSEMBLY
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EXTERIOR EACH END
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THRESHOLD DETAIL
AutoCAD SHX Text CONCRETE FOR FOOTINGS AND SLABS ON GRADE SHALL ATTAIN A 28 DAY COMPRESSIVE STRENGTH
AutoCAD SHX Text IS SOFT OR OTHERWISE QUESTIONABLE, CONTACT THE CONTRACTING OFFICER BEFORE PROCEEDING.
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AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF WAS USED FOR THE
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OF 3000 PSI.
AutoCAD SHX Text CLASS "B" SPLICES ARE TO BE LAPPED A DISTANCE OF 1.3 . COMPRESSION REINFORCING SHALL
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ACCORDANCE WITH ACI 318 AND CRSI. ALL BAR SPLICES ARE TO BE CONSIDERED CLASS "B"
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WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 60 OR 70. PLACEMENT IN
AutoCAD SHX Text ALL REINFORCING BARS TO CONFORM TO ASTM-A615, GRADE 60. ALL ACCESSORIES ARE TO BE
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INCLUDED. BARS ARE TO BE COLD BENT IN SHOP. BAR SUPPORTS ARE TO BE SPACED IN
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BE LAPPED A MIN. OF 40 BAR DIAMETERS
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GENERAL CONCRETE NOTES
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CONCRETE SHALL BE IN THE CENTER OF THE SLAB.
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APPENDIX B
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STRUCTURAL DESIGN
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STRUCTURAL DESIGN IS BASED ON THE 2012 NORTH CAROLINA BUILDING CODE
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SEISMIC DESIGN CATEGORY B, C & D
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ANALYSIS PROCEDURE
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SEISMIC BASE SHEAR
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SITE CLASSIFICATION
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SOIL BEARING CAPACITIES:
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LATERAL DESIGN CONTROL?
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FIELD TEST (PROVIDE COPY OF TEST REPORT)
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PILE SIZE, TYPE, AND CAPACITY
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PRESUMPTIVE BEARING CAPACITY
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BASIC STRUCTURAL SYSTEM (CHECK ONE)
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SPECTRAL RESPONSE ACCELERATION
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SEISMIC USE GROUP
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ARCHITECTURAL, MECHANICAL, COMPONENTS ANCHORED?
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PROVIDE THE FOLLOWING SEISMIC DESIGN PARAMETERS:
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DUAL W/ SPECIAL MOMENT FRAME
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DUAL W/ INTERMEDIATE R/C OR SPECIAL STEEL
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EARTHQUAKE
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SIMPLIFIED
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*MB
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WIND
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EQUIVALENT LATERAL FORCE
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*MB
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YES
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MOMENT FRAME
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BUILDING FRAME
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BEARING WALL
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II
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DS
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INVERTED PENDULUM
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*MB
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MODAL
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DESIGN LOADS:
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COMPLIANCE WITH SECTION 1616.4 ONLY?
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SEISMIC DESIGN CATEGORY A
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IMPORTANCE FACTORS:
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SNOW LOAD:
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WIND LOAD
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LIVE LOADS:
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*MB
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NO
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EXPOSURE CATEGORY
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BASIC WIND SPEED
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WIND BASE SHEARS (FOR MWRFS)
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MAIN FLOOR
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YES
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WIND
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SEISMIC
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ROOF
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SNOW
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*MB
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SEISMIC DESIGN CATEGORY
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FIELD TEST
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PRESUMPTIVE
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HISTORICAL DATA
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INTERNAL PRESSURE COEFFICIENT,
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SPECTRAL RESPONSE COEFFICIENTS
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SEISMIC RESPONSE COEFFICIENT,
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RESPONSE MODIFICATION FACTOR,
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FLAT-ROOF SNOW LOAD,
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7.0 PSF
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SNOW EXPOSURE FACTOR,
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THERMAL FACTOR,
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*MB
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*MB - INDICATES DESIGN CRITERIA PROVIDED BY METAL BUILDING MANUFACTURER
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TYPICAL DETAILS AND
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SCALE: 3/4" = 1'-0"
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SUBMITTED BY:
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SATISFACTORY TO:
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TALLEY & SMITH ARCHITECTURE INC.
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P.O. BOX 518 SHELBY, NC 28151-0518
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409 EAST MARION ST. SHELBY, NC 28150
AutoCAD SHX Text
TAYLOR & VIOLA
AutoCAD SHX Text
WWW.TAYLORVIOLA.COM
AutoCAD SHX Text [828] 328-6331
AutoCAD SHX Text
FAX [828] 322-1801
AutoCAD SHX Text
P.O. BOX 2616
AutoCAD SHX Text
STRUCTURAL ENGINEERS
AutoCAD SHX Text
HICKORY, NORTH CAROLINA 28603
AutoCAD SHX Text
DESIGN DIR.
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
CHK.
AutoCAD SHX Text
DES.
AutoCAD SHX Text
DR.
AutoCAD SHX Text N40085-17-B-0060
AutoCAD SHX Text
NAVAL FACILITIES ENGINEERING COMMAND
AutoCAD SHX Text
MARINE CORPS BASE
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CODE IDENT. NO.
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DEPARTMENT OF THE NAVY
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CAMP LEJEUNE, NORTH CAROLINA
AutoCAD SHX Text 80091
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JASON M. REEP, P.E.
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DENISE FOSTER
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SIZE
AutoCAD SHX Text F
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DATE
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DATE
AutoCAD SHX Text 05-17-0060
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NAVFAC DRAWING NO.
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CONST. CONTR. NO.
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APPROVED
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DATE
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SYM.
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REVISIONS
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JASON M. REEP, P.E.
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MCCS, PEB
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CAMP LEJEUNE, NORTH CAROLINA
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CONSTRUCT CAMP JOHNSON
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SCALE:
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SPEC.
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SHEET
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OF
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NOTED
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SEAL
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SHEET TITLE:
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TYPICAL SLAB DETAILS
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SCALE: 3/4" = 1'-0"
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SCHEDULES
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GENERAL NOTES
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SCALE: 3/4" = 1'-0"
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GENERAL NOTES
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SCALE: 3/4" = 1'-0"
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APPENDIX 'B'
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File details come from the government source that posted it.