4S-301
3'-4"
4'-0"
4'-0"
1'-0"
5"
12"
EXISTING ROOFEXIST. BOND BEAM (FIELD VERIFY) (TYP.)
"EB" BOX BEAM
NEW PRE-ENGINEERED METAL TRUSSES AT DORMER (TYP. AT 8 DORMERS) PURLINS BY TRUSS
MANUFACTURER @ 2' - 0" O.C. MAX. (TYP.) (SPACE ALONG SLOPE)
NEW CATWALK SYSTEM. SEE S-101 FOR MORE INFORMATION
(2) 800S200-68 W/ (2) 600T200-68 BOX BEAMS. SEE SUGGESTED DETAIL THIS SHEET
600S162-54 @ 24" O.C. W/ 600T125-54 TRACK
4" 4'-4" 1'-2" 20'-8" 3'-0" 20'-8" 1'-2" 4'-4" 4"
46'-8"
3/4" PLYWOOD FASTENED TO PURLINS W/ #8 SCREWS @ 6" O.C. (TYP.)
2'-4" 26'-8" 26'-8" 2'-4"
5"
12"
"CB" BOX BEAM
SEE S-303
5'-5" MIN.
SEE S-303
5'-5" MIN.1'-0"
4'-0"
1'-0"
3'-4"
29'-0" 29'-0"
PURLINS BY TRUSS MANUFACTURER @ 2'-0" O.C. MAX (TYP.) (SPACE PURLINS ALONG SLOPE)
PRE-ENGINEERED METAL TRUSS OVER EXISTING CMU WALL BELOW
NEW CATWALK SYSTEM. SEE S-101 FOR MORE INFORMATION
STUD TRACK FASTENED TO EACH SIDE OF TRUSS TOP CHORD BY TRUSS MANUFACTURER
3/4" PLYWOOD FASTENED TO PURLINS W/ #8 SCREWS @ 6" O.C. (TYP.)
SEE S-501 FOR NEW TRUSS TO EXISTING ROOF CONNECTION (TYP.)
SEE S-303 FOR DUCT PENETRATION INFORMATION
EXIST. ROOF (TYP.)EXISTING CMU LOAD-BEARING WALL
46'-8"
2'-0"
2'-0"
4" 4'-4" 1'-2" 20'-8" 3'-0" 20'-8" 1'-2" 4'-4" 4"
5"
12"
5"
12"
SEE S-303
5'-5" MIN.
SEE S-303
5'-5" MIN.
3"x3"x6"x16 GA. ANGLE EACH SIDE OF "CB" W/ (4) #12 SCREWS INTO "CB" & "EB"
(2) JOIST ABOVE LOUVER FASTENED TO BOX BEAM W/ STIFFENER SECTION EACH END (SEE SHEET S-501)
"EB" UNDER LOUVER
3"x3"x6"x16 GA. ANGLE EACH SIDE OF "CB" W/ (4) #12 SCREWS INTO "CB" & "EB"
"CB" EACH SIDE BEARING ON FIELD FRAMED STUD WALL BELOW
PRE-ENGINEERED METAL TRUSSES OVER EXISTING CMU WALLS BELOW
PRE-ENGINEERED METAL TRUSSES AT DORMERS (TYP. OF 8 DORMERS)
4S-301
PRE-ENGINEERED METAL TRUSSES (TYP.)
5"
12"
5"
12"
EXISTING ROOF
SEE S-501 FOR NEW TRUSS TO EXISTING ROOF CONNECTION (TYP.)
EXIST. CMU LOAD BEARING WALL (TYP.)
ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER (TYP.)
PRE-ENGINEERED METAL GIRDER TRUSSES (TYP.)
DRAFT STOP WALL
ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER (TYP.)
12'-8"12'-4"1'-2"4'-4"
3/4" PLYWOOD FASTENED TO PURLINS W/ #8 SCREWS @ 6" O.C. (TYP.)
DUCT (COORDINATE W/ MECH DRAWINGS)
3/4" PLYWOOD FASTENED TO PURLINS W/ #8 SCREWS @ 6" O.C. (TYP.)
PRE-ENGINEERED METAL TRUSSES (TYP. OF 2 @ EACH DORMER)
ROOF PURLIN AND CONNECTION BY TRUSS MANUFACTURER (TYP.)
DORMER OUTLINE BEYOND
EXISTING 6" PRECAST CONCRETE CORESLAB W/ 2" CONC. TOPPING
EXISTING ROOF (TYP.)TRUSS MANUFACTURER TO VERIFY REQUIREMENT OF 2 CLIPS OR 1 CLIP FOR DORMER TRUSS CONNECTION (TYP.)
EXISTING CONCRETE OUTRIGGERS
PRE-ENGINEERED METAL TRUSS (TYP.)
"CB" BOX BEAM EACH SIDE. SEE SUGGESTED DETAIL THIS SHEET
600S162-54 @ 24" O.C. W/ 600T125-54 STUD WALL UNDER BOX BEAM EACH SIDE
12'-8"
5"
12"
FOR MECH. DUCT
2'-6" CLR. MIN.
5"
12"
600T200-68
800S200-68
#12 SCREW @ 6" O.C. (TYP.)
EXISTING 6" PRECAST CORE SLAB W/ 2" TOPPING
EXISTING 8" CMU BEARING WALL
(2) ANCHOR BOLTS AND CLIP. SEE DETAILS AND NOTES ON S-501
CENTER CONNECTION CLIPS ON WALL CENTERLINE
3/4" OSB ATTATCHED TO PRE-ENGINEERED METAL TRUSS (ONE SIDE)
PRE-ENGINEERED METAL TRUSS OVER EACH CMU WALL BELOW U.N.O.
2 1/2"
2 1/2"
TRUSS TOP CHORD
PURLINS AND CONNECTIONS BY TRUSS MANUFACTURER (TYP.)
PRE-ENGINEERED METAL TRUSSES
SEE DETAIL 7/S-501 FOR TRUSS TO EXISTING ROOF CONNECTION. ONE CLIP PER TRUSS LEG AT EACH SIDE OF EXPANSION JOINT AS SHOWN
1" EXPANSION JOINT
EXISTING 6" PRECAST CORE SLAB W/ 2" TOPPING
EXISTING 12" CMU BEARING WALL
STUD TRACK FASTENED TO SIDE OF TOP CHORD BY TRUSS MANUFACTURER
2 1/2"
2 1/2"
EXISTING CONCRETE BEAM
LEGEND:
CB/EB (2) 800S200-68 W/ (2) 600T200-68 TRACK BOX BEAM (TYP. OF 3 PER DORMER). SEE SUGGESTED DETAIL THIS SHEET.
038868
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320-C Midland Parkway, Summerville, SC, 29485
ENGINEERING | ARCHITECTURE
CEMS Project No: Project Manager: R. Alvar
DR.
DES.
CHK.
SUBMITTED BY:
DESIGN DIR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
DATE
DATE
DEPARTMENT OF THE NAVY
MARINE CORPS BASECAMP LEJEUNE, NORTH CAROLINA
NAVAL FACILITIES ENGINEERING COMMAND
SIZE CODE IDENT NO. NAVFAC DRAWING NO.
SCALE: SPEC. SHEET OF
E1 80091
300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637910.363.1640
CONSTR. CONTR. NO.:
ISSUE DATE:
CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-
1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
DISCLOSURE OF INFORMATION
AS NOTED
C. HANLEY
C. GREER
B. MINOR
INTERIOR & EXTERIOR REPAIRS TO BEQHP503
NEW WORK FRAMING SECTIONS ANDDETAILS
S-301
20 14624 JULY 2017
60019623
15153K
N40085-17-B-0022
15-17-0022
SCALE: 1/4" = 1'-0"
S-102
2NEW ROOF FRAMING SECTION AT DORMERS
SCALE: 1/4" = 1'-0"
S-102
1NEW ROOF FRAMING SECTION
SCALE: 3/8" = 1'-0"
S-102
7ENLARGED DORMER PLAN
SCALE: 1/4" = 1'-0"
S-102
3NEW END ROOF FRAMING SECTION
SCALE: 3/4" = 1'-0"
S-301
4SECTION AT DORMER
SCALE: NOT TO SCALE8SUGGESTED BOX BEAM DETAIL
04 8268 02 4 8134
SCALE: 1/4"=1'-0"
GRAPHIC SCALES
0
SCALE: 3/8"=1'-0"
24 4
0
SCALE: 3/4"=1'-0"
12 2
SCALE: 3/4" = 1'-0"
S-102
5SECTION
SCALE: 3/4" = 1'-0"
S-102
6SECTION
1S-302
NEW DOOR
NEW DOOR
NEW DOOR
VERT. #5 IN CENTER 8"x8" CMU PILASTER
VERT. #5 IN CENTER 8"x8" CMU PILASTER
VERT. #5 IN CENTER 8"x8" CMU PILASTER
ROOF SYSTEM NOT SHOWN FOR CLARITY
DRILL & EPOXY #5 INTO ADJACENT CELL 5" MIN. (TYP.)
DRILL & EPOXY #5 INTO ADJACENT CELL 5" MIN. (TYP.)
DRILL & EPOXY #5 INTO ADJACENT CELL 5" MIN. (TYP.)
8"x8" CMU W/ VERT. #5 (EACH END OF NEW WORK AREA)
8"x8" CMU W/ VERT. #5 (EACH END OF NEW WORK AREA)
8"x8" CMU W/ VERT. #5 (EACH END OF NEW WORK AREA)
EXISTING 8" CMU WALL W/ BRICK VENEER
EXISTING 8" CMU WALL W/ BRICK VENEER
EXISTING 8" CMU WALL W/ BRICK VENEER
3S-302
6S-302
6S-302
DRILL & EPOXY #5 INTO EXISTING FOUNDATION 5" MIN. (TYP.)
DRILL THRU EXISTING CONC. BEAM AND EPOXY CONT. #5 INTO EXISTING BEAM (TYP.)
DRILL THRU EXISTING CONC. BEAM AND EPOXY CONT. #5 INTO EXISTING BEAM (TYP.)
DRILL & EPOXY #5 INTO EXISTING SLAB 5" MIN. (TYP.)
NEW WINDOW
NEW WINDOW
NEW WINDOW
EXISTING PRECAST PARAPET
ROOF SYSTEM NOT SHOWN FOR CLARITY
EXISTING 6" CORESLAB WITH 2" CONC. TOPPING
EXISTING CONC. ROOF BEAM
CONC. OUTRIGGER BEYOND
EXISTING 6" CORESLAB WITH 2" CONC. TOPPING
EXISTING 6" CORESLAB WITH 2" CONC. TOPPING
NEW 8" CMU W/ W1.7 HORIZ. LADDER JOINT REINF. @ 16" O.C.
NEW 8" BOND BEAM WITH 2-#5 CONT.
NEW 8" BOND BEAM WITH 2-#5 CONT.
NEW 8" CMU W/ W1.7 HORIZ. LADDER JOINT REINF. @ 16" O.C.
NEW 8" BOND BEAM WITH 2-#5 CONT.
NEW 8" BOND BEAM WITH 2-#5 CONT.
NEW 8" BOND BEAM WITH 2-#5 CONT.
NEW 8" BOND BEAM WITH 2-#5 CONT.
NEW 8" CMU W/ W1.7 HORIZ. LADDER JOINT REINF. @ 16" O.C.
EXISTING PRECAST WALKWAY
NEW MASONRY TIES @ 16" O.C. MAX. VERT AND HORIZ.
NEW BRICK VENEER
EXISTING THICKENED SLAB
NEW MASONRY TIES @ 16" O.C. MAX. VERT AND HORIZ.
NEW BRICK VENEER
EXISTING PRECAST WALKWAY
NEW MASONRY TIES @ 16" O.C. MAX. VERT AND HORIZ.
NEW BRICK VENEER
NEW GALV. L4x4x1/4x8'-8" LONG LINTEL W/ 8" MIN. BEARING EACH END
CONC. OUTRIGGER BEYOND
CONC. OUTRIGGER BEYOND
NEW GALV. L4x4x1/4x8'-8" LONG LINTEL W/ 8" MIN. BEARING EACH END
NEW GALV. L4x4x1/4x8'-8" LONG LINTEL W/ 8" MIN. BEARING EACH END
BLAST RESISTANT GLAZING
BLAST RESISTANT GLAZING
BLAST RESISTANT GLAZING
8'-8"
9'-4"
8'-8"
4'-8"
NEW MASONRY TIES @ 16" O.C. MAX. VERT AND HORIZ.
NEW 8" DEEP BOND BEAM WITH 2-#5 CONT.
NEW GALV. L4x4x1/4x8'-8" LONG LINTEL W 8" MIN. BEARING EACH END
NEW BRICK VENEER
NEW MASONRY TIES @ 16" O.C. MAX. VERT AND HORIZ.
EXISTING PRECAST WALKWAY
EXISTING 8'-8"± LONG CONC. BEAM AT ORIGINAL OPENING
CONC. OUTRIGGER BEYOND
1'-2"
CONC. OUTRIGGER BEYOND
SHORE AND DEMOLISH EXISTING BRICK VENEER AS REQUIRED FOR INSTALLATION OF NEW LINTEL FLASHING (SEE ARCH. DRAWINGS). REPAIR/REPLACE BRICK AFTER COMPLETION
NEW GALV. WT6x20 W/ LENGTH EQUAL TO OPENING WIDTH + 16" . 8" BEARING ON EACH SIDE.
NEW OPENING FOR MECHANICAL LOUVER
EXPANSION MATERIAL
EXISTING PRECAST WALKWAY
CONC. OUTRIGGER BEYOND
EXISTING 6" CORESLAB WITH 2" CONC. TOPPING
CONT. #5
DRILL EPOXY (3) #5 INTO EXISTING BEAM @ 8"± O.C. W/ 4" MIN. EMBED (3 DRILLED FROM TOP)
NEW 8" CMU WALL W/ #5 @ 32" O.C.
EXISTING CONCRETE SLAB
3-#5 CONT. W/ #3 @ 32" O.C.
1/2" EXPANSION MATERIAL
COMPACTED SUBGRADE 95% ASTM D-1557
NEW STRIP FOOTING 2'-0"
1'-0"
038868
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320-C Midland Parkway, Summerville, SC, 29485
ENGINEERING | ARCHITECTURE
CEMS Project No: Project Manager: R. Alvar
DR.
DES.
CHK.
SUBMITTED BY:
DESIGN DIR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
DATE
DATE
DEPARTMENT OF THE NAVY
MARINE CORPS BASECAMP LEJEUNE, NORTH CAROLINA
NAVAL FACILITIES ENGINEERING COMMAND
SIZE CODE IDENT NO. NAVFAC DRAWING NO.
SCALE: SPEC. SHEET OF
E1 80091
300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637910.363.1640
CONSTR. CONTR. NO.:
ISSUE DATE: AS NOTED
CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-
1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
DISCLOSURE OF INFORMATION
C. HANLEY
C. GREER
B. MINOR
INTERIOR & EXTERIOR REPAIRS TO BEQHP503
NEW CMU SECTIONS AND DETAILS
S-302
21 14624 JULY 2017
60019624
15153K
N40085-17-B-0022
15-17-0022
SCALE: 3/4" = 1'-0"
S-401
2SECTION
SCALE: 3/4" = 1'-0"
S-302
1SECTION
SCALE: 3/4" = 1'-0"
S-302
3SECTION
SCALE: 3/4" = 1'-0"
S-401
5SECTION
SCALE: 3/4" = 1'-0"
S-401
4SECTION
GENERAL NOTES:1. ALL EXISTING CONDITIONS AND STRUCTURAL MEMBERS
SPECIFIED PER ORIGINAL DESIGN DOCUMENTS AND NON-DESTRUCTIVE SITE INVESTIGATIONS. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION/DEMOLITION.
2. SEE ARCHITECTURAL DRAWINGS FOR ARCHITECTURAL ELEMENTS NOT SHOWN FOR CLARITY.
SCALE: 3/4" = 1'-0"
S-302
6SECTION
0
SCALE: 3/4"=1'-0"
12 2
GRAPHIC SCALE
SCALE: 3/4" = 1'-0"
S-401
7SECTION
EXISTING PRECAST PARAPET
EXIST CONC. OUTRIGGER
1"± GAP MIN.
EXISTING CONC. ROOF BEAM
EXISTING 6" CORESLAB WITH 2" CONC. TOPPING
SEE DETAIL 5/S-501 (TYP. U.N.O.)
NEW MECH. DUCTWORK & INSULATION. SEE NOTE 3
EXISTING STEEL ANGLE LINTEL BETWEEN PLANKS NOT SHOWN
NEW PRE-ENGINEERED METAL TRUSS. SEE S-301 FOR MORE INFORMATION
SEE S-101 FOR CATWALK SYSTEM (NOT SHOWN)
SEE DETAIL 6/S-501
EXISTING 6" CMU CHASE WALL
EXISTING PRECAST WALKWAY
2S-303
4'-8"
3'-4" 1'-0" 1'-2"
6"
1 1
/2"
1/2"
(NO LOAD APPLIED IN THIS AREA)
5'-5" MIN. BETWEEN TRUSS LEGS
SEE NOTE 2
EXISTING 6" CORESLAB W/ 2" TOPPING
EXISTING DOUBLE ANGLE LINTEL
8" CMU INTERIOR SLEEP ROOM WALL
038868
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320-C Midland Parkway, Summerville, SC, 29485
ENGINEERING | ARCHITECTURE
CEMS Project No: Project Manager: R. Alvar
DR.
DES.
CHK.
SUBMITTED BY:
DESIGN DIR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
DATE
DATE
DEPARTMENT OF THE NAVY
MARINE CORPS BASECAMP LEJEUNE, NORTH CAROLINA
NAVAL FACILITIES ENGINEERING COMMAND
SIZE CODE IDENT NO. NAVFAC DRAWING NO.
SCALE: SPEC. SHEET OF
E1 80091
300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637910.363.1640
CONSTR. CONTR. NO.:
ISSUE DATE:
CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-
1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
DISCLOSURE OF INFORMATION
AS NOTED
C. HANLEY
C. GREER
B. MINOR
INTERIOR & EXTERIOR REPAIRS TO BEQHP503
MECHANICAL OPENING SECTIONS ANDDETAILS
S-303
22 14624 JULY 2017
60019625
15153K
N40085-17-B-0022
15-17-0022
GENERAL NOTES:
1. ALL EXISTING CONDITIONS AND STRUCTURAL MEMBERS SPECIFIED PER ORIGINAL DESIGN DOCUMENTS AND NON-DESTRUCTIVE SITE INVESTIGATIONS. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION/DEMOLITION.
2. CONTRACTOR SHALL FILL ALL EXISTING OPENINGS WITH CMU PRIOR TO CUTTING PENETRATIONS FOR NEW WORK.
3. COORDINATE WITH MECHANICAL DRAWINGS FOR DUCTWORK LAYOUT TO BE PLACED WITHIN 5'-5"± OF EXISTING WALL.
4. ALL EXISTING STRUCTURE SHALL REMAIN INTACT AND UNDAMAGED DURING CONSTRUCTION. ALL EXISTING MECHANICAL OPENINGS SHALL BE REUSED AND ALL DUCTWORK SHALL FIT WITHIN THE EXISTING OPENINGS WITHOUT WIDENING OR DEMOLITION.
SCALE: 3/4" = 1'-0"
S-103
1SECTION AT TYPICAL INTERIOR SUITE SEPARATION OR MECHANICAL ROOM WALL
SCALE: 3/4" = 1'-0"
S-303
2SECTION AT MECHANICAL OPENING
0
SCALE: 3/4"=1'-0"
12 2
GRAPHIC SCALE
2S-302
S2S2S2S2S2S2S2S2S2S2S2S2S2S2S2
8'-8" 8'-8" 8'-8" 8'-8" 8'-8"
5S-302
4S-302
S5
3'-4"
S3
S12
S8 S8
S4
7S-302
3'-4"
S14 S14
S15
11'-4"
10 3/8"
3'-4"
S16
S16 S17
S16
038868
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320-C Midland Parkway, Summerville, SC, 29485
ENGINEERING | ARCHITECTURE
CEMS Project No: Project Manager: R. Alvar
DR.
DES.
CHK.
SUBMITTED BY:
DESIGN DIR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
DATE
DATE
DEPARTMENT OF THE NAVY
MARINE CORPS BASECAMP LEJEUNE, NORTH CAROLINA
NAVAL FACILITIES ENGINEERING COMMAND
SIZE CODE IDENT NO. NAVFAC DRAWING NO.
SCALE: SPEC. SHEET OF
E1 80091
300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637910.363.1640
CONSTR. CONTR. NO.:
ISSUE DATE:
CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-
1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
DISCLOSURE OF INFORMATION
AS NOTED
C. HANLEY
C. GREER
B. MINOR
INTERIOR & EXTERIOR REPAIRS TO BEQHP503
ENLARGED STRUCTURAL NEW WORKPLANS
S-401
23 14624 JULY 2017
60019626
15153K
N40085-17-B-0022
15-17-0022
GENERAL NOTES:
1. ALL EXISTING CONDITIONS AND STRUCTURAL MEMBERS SPECIFIED PER ORIGINAL DESIGN DOCUMENTS AND NON-DESTRUCTIVE SITE INVESTIGATIONS. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION/DEMOLITION.
2. SEE ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR ADDITIONAL NEW WORK AND NOTES NOT SHOWN.
3. REVIEW ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR POTENTIAL HAZARDOUS MATERIALS PRIOR TO STARTING DEMOLITION WORK.
SCALE: 1/4" = 1'-0"
S-103
2ENLARGED FIRST FLOOR NEW WORK PLAN
SCALE: 1/4" = 1'-0"
S-103
1
ENLARGED SLEEPING ROOM ANDMECHANICAL NEW WORK PLAN (TYP.)
NEW WORK KEYNOTES:
NO. DESCRIPTION
S2 NEW 8"x8" CMU W/ VERTICAL #5.
S3 OPENING FOR NEW DOOR. PROVIDE LINTEL PERSECTION 4/S-302.
S4 OPENING FOR NEW MECHANICAL LOUVER.PROVIDE LINTEL PER SECTION 5/S-302.
S5 INFILL OPENING FROM DEMOLISHED LOUVER WITHBRICK VENEER AND CMU AS REQUIRED.
S8 SEE DETAIL 1/S-503 FOR PENETRATION THROUGHEXISTING BOND BEAM AT CHASE.
S12 NEW 8" CMU W/ VERTICAL #5 @ 32" O.C. PROVIDECONT. x 2'-0" x 12" STRIP FOOTING PER SECTION7/S-302 ON FIRST FLOOR.
S14 INFILL PORTION OF EXISTING OPENING WITH CMUAND BRICK VENEER TO PROVIDE NEW 3'-4"WINDOW OPENING W/ VERT. #5.
S15 NEW 6" CMU W/ VERTICAL #5 @ 32" O.C.
S16 NEW 4" CONCRETE SLAB ON GRADE W/6x6-W2.0xW2.0 WWF. COORDINATE W/ARCHITECTURAL AND PLUMBING FOR FLOORSLOPE.
S17 NEW 8" CMU W/ VERTICAL #5 @ 32" O.C.
PLAN NORTH
04 8268 02 4 8134
SCALE: 1/4"=1'-0"
GRAPHIC SCALE
(2)800S200-68BOX BEAM
STUD
HEAD TRACK
SECTIONOF TRACK
SECTIONOF STUD
EXTENDCLOSURETRACK
MULTIPLEMEMBERSAT JAMB
KING STUD
BUILT-UPCOLD-FORMEDBOX BEAM
CLIP ANGLE
WEB STIFFENER(WEB SIDE OR FITBETWEEN JOISTFLANGES)
JOIST
PURLIN 6-#12 FASTENERS
1'-0"
PURLIN
2" x 14 GA.STRAP (TYP.)
#12 FASTENERS(TYP.)
12 MAX.
12BASE ANDANCHORAGE ASSPECIFIED
EXISTING ROOF
12 MAX.
12 362S162-54 MIN. STRUT
TOP STRAPS ANDSTRUT AS REQUIREDBY HEIGHT OF BRACEDBAY
PRE-ENGINEEREDMETAL TRUSS
INSTALL ADDITIONALSECTIONS AS REQUIREDFOR STRAP ATTACHMENT
AT CONTRACTOR'SOPTION, BLOCKINGTRUSSES MAY BE USED
12"
MA
X.
12"
MA
X.
12"
MA
X.
426HD14OR EQUAL
5" B/W
BOLTS
(TYP.)
TRUSS VERTICALWEB
TRUSS BOTTOMCHORD
LIGHT GAUGE STUDSECTION FASTENEDTO VERTICAL WEBMEMBER OF TRUSSPER MANUFACTURER
CONNECTION PERTRUSS MANUFACTURER
CONTINUOUS JOINTAT WALL CENTERLINE
2" CONC. TOPPING
6" PRECASTCONC.CORESLAB
CONC. BEAM ORMASONRY WALL BELOW
FILLED PORTION OFCELLS FOR BEARING
CENTER CONNECTIONCLIPS ON WALLCENTERLINE
3" ±
(2) 3/8"Ø POWERS POWER STUDOR EQUAL W/ 2 1/2"EMBEDMENT (1/2" MIN. INTOCORESLAB)
WALLCENTERLINE
MIN. SCREW SPACING = 3/4"
MIN. DISTANCE BETWEEN CENTER OF SCREW AND EDGE OF STUD = 3/8"
MIN. DISTANCE BETWEEN CENTER OF SCREW AND END OF STUD = 3/4"
426HD14OR EQUAL
5" B/W
BOLTS
(TYP.)
TRUSS VERTICALWEB
LIGHT GAUGE STUDSECTION FASTENEDTO VERTICAL WEBMEMBER OF TRUSSPER MANUFACTURER
CONNECTION PERTRUSS MANUFACTURER
CONTINUOUS JOINTAT WALL CENTERLINE
2" CONC. TOPPING
6" PRECASTCONC.CORESLABCONC. BEAM OR
MASONRY WALL BELOW
FILLED PORTION OFCELLS FOR BEARING
WALLCENTERLINE
(2) 3/8"Ø POWERS POWER STUDOR EQUAL W/ 2 1/2"EMBEDMENT (1/2" MIN. INTOCORESLAB)
3" ±
2 1/4"MIN.U.N.O.
2 1/4"MIN.U.N.O.
426HD14OR EQUAL
TRUSS VERTICALWEB
CONNECTION PERTRUSS MANUFACTURER
1" EXPANSION JOINT
2" CONC. TOPPING
6" PRECASTCONC.CORESLAB
CONC. BEAM BELOW
FILLED PORTION OFCELLS FOR BEARING
(2) 3/8"Ø POWERS POWER STUDOR EQUAL W/ 2 1/2"EMBEDMENT (1/2" MIN. INTOCORESLAB)
3" ±
5" B/W
BOLTS
(TYP.)2 1/4"MIN.U.N.O.
2 1/4"MIN.U.N.O.
038868
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320-C Midland Parkway, Summerville, SC, 29485
ENGINEERING | ARCHITECTURE
CEMS Project No: Project Manager: R. Alvar
DR.
DES.
CHK.
SUBMITTED BY:
DESIGN DIR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
DATE
DATE
DEPARTMENT OF THE NAVY
MARINE CORPS BASECAMP LEJEUNE, NORTH CAROLINA
NAVAL FACILITIES ENGINEERING COMMAND
SIZE CODE IDENT NO. NAVFAC DRAWING NO.
SCALE: SPEC. SHEET OF
E1 80091
300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637910.363.1640
CONSTR. CONTR. NO.:
ISSUE DATE:
CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-
1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
DISCLOSURE OF INFORMATION
AS NOTED
C. HANLEY
C. GREER
B. MINOR
INTERIOR & EXTERIOR REPAIRS TO BEQHP503
NEW STRUCTURAL ROOF FRAMING DETAILS
S-501
24 14624 JULY 2017
60019627
15153K
N40085-17-B-0022
15-17-0022
SCALE: NOT TO SCALE1HEADER DETAIL (OPENING < 4'-0")
SCALE: NOT TO SCALE2JOIST WEB STIFFNER DETAIL
SCALE: NOT TO SCALE4TYPICAL SPLICE DETAIL
SCALE: NOT TO SCALE3SUGGESTED LONGITUDINAL X-BRACING
NOTES:
1. EACH ANCHOR BOLT TO EXISTING ROOF SLAB SHALL HAVE 2 1/2" MIN. EMBEDMENT (THROUGH 2" CONCRETE TOPPING AND 1/2" INTO CORE SLAB) AND SHALL HAVE A MIN. CAPACITY OF 750 LBS IN TENSION AND 500 LBS IN SHEAR IN f'c = 3,000 PSI CONCRETE, INCLUDING REDUCTION FOR BOLT SPACING.
2. 14 GA. MIN. CLIP ANGLES SHALL HAVE 1,500 LBS MIN. UPLIFT CAPACITY. FOR CLIP INSTALLATION, PROVIDE SIZE AND QUANTITY OF FASTENERS SHOWN OR AS SPECIFIED BY THE CLIP MANUFACTURER, WHICHEVER IS GREATER.
3. ALL FASTENERS FOR LIGHT GAUGE STEEL CONNECTIONS SHALL BE SELF-DRILLING, SELF-TAPPING.
SCALE: NOT TO SCALE5TYPICAL TRUSS CONNECTION U.N.O.
SCALE: NOT TO SCALE6
TRUSS CONNECTION @ CHASE WALLADJACENT TO CATWALK SCALE: NOT TO SCALE7
TRUSS CONNECTION @ EXPANSION JOINT
3S-502
5S-502
2S-502
2"x3/8"x0'-8" PLATE EACH SIDE
L6x6x3/8 x 5'-0" W/ (2) 1/2"Ø x 3" EXP. ANCHORS EACH END (SEE NOTE 3 TYP.)
OPENING AT FLOOR (TYP.)EDGE OF EXISTING PLANKS BELOW
L8x6x7/16 (LLV) x 5'-0" ABOVE. WELD TO L6x6x3/8 (SEE NOTE 3: TYP.)
10"
4S-502
10"
AREA AVAILABLE FOR OPENING AT FLOOR
SUPPORTING L4x4x1/4 W/ 1/2"Ø x 3" EXP. ANCHOR EACH END
L4x4x1/4 WELDED TO SUPPORTING L4x4'S
4"x1/4"x0'-4" PLATE WELDED TO SUPPORTING L4x4 (TYP.)
EXISTING BOND BEAM (FIELD VERIFY)
EXISTING 6" PRECAST PLANK W/ 2" CONC. TOPPING
EXISTING CMU WALL
3'-0"
WIDTH
OPENING
EXIST. CHASE
EXISTING CMU WALL SUPPORTING L4x4x1/4 W/ 1/2"Ø x 3" EXP. ANCHOR END
L4x4x1/4 WELDED TO SUPPORTING L4x4'S
AREA AVAILABLE FOR OPENING AT FLOOR
6S-502
LE
NG
TH
OP
EN
ING
WIDTH
OPENING
EXISTING 2" CONC. TOPPING
EXISTING 6" PRECAST PLANK
OPENING AT FLOOR
L8x6x7/16 (LLV) x 5'-0" REMOVE VERT. LEG EXCEPT IN OPENING (SEE NOTE 3 TYP.)
L6x6x3/8 x 5'-0" W/ (2) 1/2"Ø x 3" EXP. ANCHORS EACH END
1/4 6
L6x6x3/8 x 8'-4" W/ (2) 1/2"Ø x 3" EXP. ANCHORS EACH END
L8x6x7/16 (LLV) x 8'-4" REMOVE VERT. LEG EXCEPT IN OPENINGS
OPENING AT FLOOR
EXISTING 6" PRECAST PLANK W/ 2" CONC. TOPPING
2"x3/8"x0'-8" PLATE EACH SIDE1/4 6
L6x6x3/8 W/ (2) 1/2"Ø x 3" EXP. ANCHORS EACH END
L8x6x7/16 (LLV) x 8'-4" REMOVE VERT. LEG EXCEPT IN OPENINGS
OPENING AT FLOOR
EXISTING 6" PRECAST PLANK W/ 2" CONC. TOPPING
6"x3/8"x0'-6" PLATE WELDED TO ANGLE W/ CONT. 1/4" FILLET WELD AND BOLTED TO WALL W/ (2) 1/2"Ø EXP. BOLTS
2"x3/8"x0'-8" PLATE EACH SIDE
1/4 6
L6x6x3/8 W/ (2) 1/2"Ø X 3" EXP. ANCHORS EACH END
L8x6x7/16 (LLV) x 8'-4" REMOVE VERT. LEG EXCEPT IN OPENINGS
OPENING AT FLOOR
EXISTING 6" PRECAST PLANK W/ 2" CONC. TOPPING
6"x3/8"x0'-6" PLATE WELDED TO ANGLE W/ CONT. 1/4" FILLET WELD AND BOLTED TO WALL W/ (2) 1/2"Ø EXP. BOLTS
2"x3/8"x0'-8" PLATE EACH SIDE
1/4 6
10"
038868
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320-C Midland Parkway, Summerville, SC, 29485
ENGINEERING | ARCHITECTURE
CEMS Project No: Project Manager: R. Alvar
DR.
DES.
CHK.
SUBMITTED BY:
DESIGN DIR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
DATE
DATE
DEPARTMENT OF THE NAVY
MARINE CORPS BASECAMP LEJEUNE, NORTH CAROLINA
NAVAL FACILITIES ENGINEERING COMMAND
SIZE CODE IDENT NO. NAVFAC DRAWING NO.
SCALE: SPEC. SHEET OF
E1 80091
300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637910.363.1640
CONSTR. CONTR. NO.:
ISSUE DATE:
CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-
1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
DISCLOSURE OF INFORMATION
AS NOTED
C. HANLEY
C. GREER
B. MINOR
INTERIOR & EXTERIOR REPAIRS TO BEQHP503
NEW STRUCTURAL SECTIONS AND DETAILS
S-502
25 14624 JULY 2017
60019628
15153K
N40085-17-B-0022
15-17-0022
GENERAL NOTES:
1. ALL EXISTING CONDITIONS AND STRUCTURAL MEMBERS SPECIFIED PER ORIGINAL DESIGN DOCUMENTS AND NON-DESTRUCTIVE SITE INVESTIGATIONS. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION/DEMOLITION.
2. COORDINATE WITH MECHANICAL DRAWINGS FOR ROOF AND FLOOR PENETRATIONS.
3. ADJUST STEEL ANGLE LENGTHS AS REQUIRED IF PRECAST HOLLOW CORE PLANKS ARE NOT 3'-4" IN WIDTH (TYP.).
4. INSTALL ANGLES PRIOR TO CONCRETE EQUIPMENT PAD INSTALLATION.
SCALE: NOT TO SCALE1
PENETRATION AT EXISTING CORESLAB PLAN(VIEW FROM BELOW)
SCALE: NOT TO SCALE
S-502
6SECTION AT EXISTING CHASE (CAST-IN-PLACE)
SCALE: NOT TO SCALE7
PENETRATION AT EXISTING CHASE (PLAN)(CAST-IN-PLACE)
SCALE: NOT TO SCALE
S-502
2SECTION
SCALE: NOT TO SCALE
S-502
5SECTION WITHOUT WALL (CORESLAB)
SCALE: NOT TO SCALE
S-502
4
SECTION AT OPENING AGAINST WALLAT FLOOR LEVEL (CORESLAB)
SCALE: NOT TO SCALE
S-502
3
SECTION AT OPENING AGAINST WALLAT ROOF LEVEL (CORESLAB)
BEARING PLATE
CMU BOND BEAM
1. ENSURE POSITIVE BEARING BETWEEN PLATE AND GROUT FILL.
2. ENSURE PLATE BEARS ON GROUT FILL. DO NOT BEAR PLATE ON BOND BEAM WALLS.
5"x3/8"x8" STEEL BEARING PLATE W/ (2) 1/2"Ø x 6" NELSON STUDS
5" 8"
6"
4"
NOTES:
1. INSTALL CONTROL JOINTS SUCH THAT NO DIMENSION BETWEEN JOINTS EXCEEDS 16' OR 36t UNLESS NOTED OTHERWISE.
2. INSTALL CONTROL JOINTS SUCH THAT THE RECTANGULAR SECTIONS CREATED BETWEEN THE JOINTS DO NOT EXCEED A 1:1.25 MAXIMUM RATIO (i.e. 10'x12.5' SECTION).
1/8"
t/4SAWCUT & FILL
WITH SEALANT
t
COMPACTED SUBGRADE
UNIFORMLY GRADED COURSE GRAVEL FILL
VAPOR RETARDER (FOR INTERIOR SLAB ONLY)
NOTES:
8" CMU WALL W/ #5 @ 32" O.C. VERTICAL. FILL CELLS W/ GROUT. HORIZ. W1.7 LADDER REINF. @ 16" O.C.
REINFORCE 3 CELLS AT CORNER W/ #5 VERTICAL. FILL CELLS W/ GROUT
PRE-FABRICATED CORNER WIRE REINFORCING
REINFORCE LAST 2 CELLS OF CMU AT DOOR OR WINDOW OPENINGS. FILL CELLS W/ GROUT
8" CMU WALL W/ #5 @ 32" O.C. VERTICAL. FILL CELLS W/ GROUT. HORIZ. W1.7 LADDER REINF. @ 16" O.C.
1. TYPICAL VERTICAL CMU REINFORCEMENT SHALL BE #5 @ 32" O.C. UNLESS NOTED OTHERWISE.
2. ALL CELLS BELOW GRADE SHALL BE FULLY GROUTED BELOW GRADE.
NOTES:
36/4 PATTERN W/ #12 TEK SCREWS INTO SUPPORT MEMBERS
SECTION VIEW
EDGE SUPPORT MEMBER
SUPPORT MEMBER BELOW
1.5B22 STEEL DECK
SIDELAP CONNECTION W/ (2) #10 TEK SCREWS
SUPPORT MEMBER
GENERAL NOTES:
1. ROOF DECK SHALL BE GALVANIZED AND CMC JOIST AND DECK 1.5B22 DECKING OR EQUAL. ROOF DECK SHALL BE CONTINUOUS OVER 3 OR MORE SPANS.
2. ATTACH DECK TO SUPPORT MEMBER AS SHOWN ON DETAIL UTILIZING 36/4 PATTERN W/ #12 TEK SCREWS IN SUPPORT FASTENERS & #10 TEK SCREWS FOR SIDELAP
3. DESIGN LOADS AS SPECIFIED ON THE STRUCTURAL GENERAL NOTES SHEET S-001.
4. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.
PLAN VIEW
NEW PENETRATION FOR ELECTRICAL CONDUIT
FLOOR LEVEL
EXIST. 6" PRECAST PLANK W/ 2" CONC. TOPPING
EXIST. BOND BEAM (FIELD VERIFY)
EXIST. 6" CMU CHASE WALL BEYOND
1'-6"
EXIST. DOOROPENING
(2) 3/16"∅ x3" TAPCONCONCRETE SCREWS INEACH LOCATION SHOWN
1/2" x 7" TOP PLATE
L3x3x3/16 x 5" LONGIN EACH CORNER
1/4" x 7"INTERMEDIATE,BOTTOM, &END PLATES
1/4" FILLETWELDS (TYP.)
3'-0"
8"
6"
10"
038868
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320-C Midland Parkway, Summerville, SC, 29485
ENGINEERING | ARCHITECTURE
CEMS Project No: Project Manager: R. Alvar
DR.
DES.
CHK.
SUBMITTED BY:
DESIGN DIR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
DATE
DATE
DEPARTMENT OF THE NAVY
MARINE CORPS BASECAMP LEJEUNE, NORTH CAROLINA
NAVAL FACILITIES ENGINEERING COMMAND
SIZE CODE IDENT NO. NAVFAC DRAWING NO.
SCALE: SPEC. SHEET OF
E1 80091
300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637910.363.1640
CONSTR. CONTR. NO.:
ISSUE DATE:
CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-
1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
DISCLOSURE OF INFORMATION
AS NOTED
C. HANLEY
C. GREER
B. MINOR
INTERIOR & EXTERIOR REPAIRS TO BEQHP503
NEW STRUCTURAL SECTIONS AND DETAILS
S-503
26 14624 JULY 2017
60019629
15153K
N40085-17-B-0022
15-17-0022
SCALE: NOT TO SCALE5TRUSS BEARING PLATE DETAILS
SCALE: NOT TO SCALE4CONTROL JOINT DETAIL
SCALE: NOT TO SCALE3TYPICAL CMU REINFORCEMENT
SCALE: NOT TO SCALE2METAL DECK FASTENING DETAIL (SCREWS)
SCALE: NOT TO SCALE1DETAIL THROUGH BOND BEAM AT EXISTING CHASE
1. ALL EXISTING CONDITIONS AND DIMENSIONS SPECIFIED PER ORIGINAL DESIGN DRAWINGS AND NON-DESTRUCTIVE SITE INVESTIGATIONS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF DEMOLITION/CONSTRUCTION (TYP.) AND NOTIFY GOVERNMENT PROMPTLY IF ANY DISCREPANCIES EXIST.
2. REMOVE ALL EXISTING WORK/MATERIAL, AS DESIGNATED, IN THEIR ENTIRETY DOWN TO ORIGINAL SUBSTRATES IN INDICATED AREAS TO PERMIT COMPLETION OF ALL REPAIRS AND REPLACEMENTS.
3. EXISTING SOUND NAILERS AND BLOCKING NOT OTHERWISE INDICATED TO BE REPLACED MAY REMAIN. UNIT PRICE QUANTITIES SHALL BE USED FOR ANY EXISTING WOOD TO BE REPLACED.
4. REMOVE ALL ROOF FLASHING AND ACCESSORIES AS NOTED, SPECIFIED, OR REQUIRED TO COMPLETE THE WORK. 5. THE UNDERSIDE OR THE DECK (INTERIOR) MAY HAVE FIXTURES AND ATTACHMENTS. CONTRACTOR SHALL HAVE
QUALIFIED CRAFTSMEN REMOVE AND REINSTALL ALL AFFECTED ITEMS OF THE DEMOLITION OF ALL MATERIALS. THE LOCATION AND METHOD OF ATTACHMENT SHALL BE THE SAME AS THE ORIGINAL, UNLESS DIRECTED OR APPROVED OTHERWISE BY THE OWNER.
6. ANY CABLES, WIRES, SATELLITE OR MICROWAVE DISHES, ANTENNAS, AND ROOFTOP MECHANICAL, ELECTRICAL OR ELECTRONIC COMPONENTS SHALL BE TEMPORARILY DISCONNECTED AND RECONNECTED BY QUALIFIED CRAFTSMEN. THIS INCLUDES ROOF AREAS, FLASHING AND ADJACENT WALL AREAS.
7. WHERE DEMOLITION AND NEW WORK OCCURS LEAD PAINT SHALL BE REMOVED PER STATE REGULATIONS BY APPROVED AND CERTIFIED ENTITIES REFER TO LEAD AND ASBESTOS REPORT.
GENERAL DEMOLITION NOTES:8. SEE ENLARGED DEMOLITION PLANS AS DENOTED FOR SPECIFIC DEMOLITION SCOPE OF WORK AT INDICATED
AREAS. 9. NOT ALL DEMOLITION SHOWN ON DRAWINGS REPRESENTS THE FULL EXTENT OF REQUIRED DEMOLITION.
CONTRACTOR SHALL REVIEW ALL OTHER DISCIPLINES FOR FULL EXTENT OF DEMOLITION REQUIREMENTS FOR ITEMS PERTAINING TO EACH DISCIPLINE. ITEMS INCLUDED, BUT NOT LIMITED TO, ARE: PLUMBING FIXTURES, MECHANICAL EQUIPMENT, LIGHT FIXTURES, ETC.
10. WHERE DUCTWORK, PIPING, OR WIRING IS REMOVED, PATCH ALL HOLES IN WALLS, FLOOR AND CEILING WITH LIKE MATERIAL.
11. THE CONTRACTOR SHALL REMOVE ALL FIRE EXTINGUISHERS AND TURN OVER TO THE GOVERNMENT. DEMOLISH THE CABINET AND PREPARE OPENING FOR NEW CABINET.
12. POWER WASH ALL EXISTING CONCRETE HORIZONTAL AND VERTICAL SURFACES ON ENTIRE BUILDING INCLUDING STONE AGGREGATE FASCIA, SOFFIT, STAIR RISERS AND TREADS. PREPARE FOR SEALER OR DECORATIVE CONCRETE COATING WHERE INDICATED.
13. WASHERS AND DRYERS SHALL BE REMOVED BY GOVERNMENT. 14. REMOVE ENTIRE EXITING BUILT-UP ROOFING SYSTEM INCLUDING STONE BALLAST AND RIGID INSULATION TO
CONCRETE TOPPING SLAB. PROTECT BUILDING DURING ERECTION OF ROOF. 15. SEE AD103 FOR FURNITURE NOTES.16. REMOVE ALL EXISTING SIGNAGE AND HARDWARE COMPLETE.
1. ALL WORK SHOWN ON THESE DRAWINGS SHALL BE NEW UNLESS NOTED OTHERWISE AS EXISTING.2. THE DRAWINGS INDICATE THE GENERAL EXTENT OF THE WORK. THE DRAWINGS ARE NOT INTENDED TO INDICATE OR DESCRIBE
ALL WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, ON THE BASIS OF THE GENERAL PERFORMANCE CRITERIA AND GENERAL EXTENT OF WORK INDICATED, DESCRIBED OR REQUIRED.
3. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED TO EXCLUDE OTHER ITEMS NECESSARY OR IMPLIED THEREFROM.
4. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK SO THAT NO WORK SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE CONDITION.
5. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS WELL AS, ALL REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION PRIOR TO PROCEEDING WITH THE WORK.
6. THE CONTRACTOR SHALL PROTECT EXISTING, IN-PLACE, AND NEW WORK.7. ALL WORK NOTED "N.I.C." OR "G.F.G.I." IS NOT MEANT TO BE PART OF THE CONSTRUCTION SCOPE OF WORK AGREEMENT.8. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE COLLECTION, SEPARATION, RECYCLE, REMOVAL AND LEGAL
DISPOSAL OF MATERIALS AND RUBBISH. 9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL VERIFY ALL NEW AND EXISTING CONDITIONS, SHOWN ON THESE
DRAWINGS, AT THE SITE. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK. COMMENCEMENT OF WORK SHALL CONSTITUTE ACCEPTANCE OF ALL NEW OR EXISTING CONDITIONS.
10. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK.
11. UNLESS NOTED OTHERWISE, ALL NEW GYPSUM BOARD SURFACES ARE TO RECEIVE ONE PRIMER COAT AND TWO COATS OF PAINT.
12. DIMENSIONS NOTED AS 'HOLD' SHALL NOT VARY BY MORE THAN 1/8" FROM SIDE TO SIDE OR FROM FRONT TO BACK, FINISHED SURFACE TO FINISHED SURFACE.
13. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND ALTERATION OPERATIONS SHALL BE APPLIED.14. WALL AND/OR CEILING ASSEMBLIES THAT ARE IDENTIFIED WITH A FIRE RESISTIVE RATING SHALL BE CONSTRUCTED AS
DETAILED OR REFERENCED BY UL OR OTHER REFERENCE.15. DIMENSIONS SHOWN ARE TO FINISH FACE OF WALL UNLESS SPECIFICALLY NOTED OTHERWISE. 16. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER PRODUCT MANUFACTURER'S STANDARDS.17. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES AND
REGULATORY AGENCIES AND SHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM ALL AUTHORITIES HAVING JURISDICTION.
18. ALL INTERIOR FINISH MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES.
19. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION.20. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. SHEETS ARE TO BE REVIEWED AND NOTES
ON ANY ONE SHEET ARE TO BE APPLIED TO RELATED DRAWINGS AND DETAILS.21. A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF WALL IS TO BE FINISHED OR FIRE-RATED AS
INDICATED.22. WHEN NON-DIMENSIONED PARTITIONS APPEAR IN CONJUNCTION WITH DOOR OPENINGS, THE DOOR WIDTH AND THE DOOR
FRAME DETAILS DETERMINE THE LOCATION OF ADJACENT WALLS AND FRAMES. 23. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN
INTENT CANNOT BE DETERMINED, CONSULT THE CONTRACTING OFFICER BEFORE PROCEEDING WITH THE WORK.24. THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AND ELECTRICAL FLOOR AND WALL SLEEVES, CONDUIT AND ALL
MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, STRUCTURAL AND ARCHITECTURAL ITEMS.25. PROVIDE ACCESS PANELS FOR MECHANICAL EQUIPMENT AND PLUMBING WORK. ALL ACCESS PANEL LOCATIONS SHALL BE
REVIEWED WITH THE CONTRACTING OFFICER PRIOR TO PROCEEDING.26. ALL PIPE DUCTS AND BUS DUCTS THAT PENETRATE FLOOR SLABS OR WALL PARTITIONS SHALL BE INSTALLED IN A MANNER
THAT WILL PRESERVE THE MOISTURE RESISTIVENESS, FIRE RATING, AND STRUCTURAL INTEGRITY OF THE BUILDING.27. CONTRACTOR SHALL PLAN THEIR WORK TO PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES,
AND EXECUTE THE WORK IN SUCH A MANNER TO AVOID ANY HAZARD TO PERSONS AND PROPERTY AS NECESSARY. 28. CONTRACTOR SHALL COORDINATE THE PHASING OF THE WORK TO BE PERFORMED IN OR ABOUT EXISTING FACILITIES WITH
CONTRACTING OFFICER, PRIOR TO START OF SUCH WORK.29. INTERIOR PARTITION AND CEILING MOVEMENT CONTROL:
A. VERTICAL CONTROL JOINTS FOR ANY GWB WALL LENGTH ARE TO OCCUR AT NOT MORE THAN 30'-0" O.C. (900 SQ. FT. MAX) IN THE HORIZONTAL DIRECTION, UNLESS NOTED OTHERWISE.
B. HORIZONTAL CONTROL JOINTS FOR ANY GWB CEILINGS ARE TO OCCUR AT NOT MORE THAN 30'-0" O.C. (900 SQ. FT. MAX) IN THE VERTICAL DIRECTION, UNLESS NOTED OTHERWISE.
C. THE TYPICAL MOVEMENT OF THE STRUCTURE DUE TO DEFLECTION AT THE HEAD OF THE WALL CONSTRUCTION RUNNING TO THE UNDERSIDE OF THE STRUCTURE SHALL BE PLUS OR MINUS 1/2".
GENERAL NEW WORK NOTES:
EARTH
STRUCTURAL FILL GRAVEL/STONE
CONCRETE/GROUT
CONCRETE MASONRY UNITS (CMU)
CMU IN SECTION
FACE BRICK IN SECTION
CMU RUNNING BOND ELEVATION
MODULAR BRICK ELEVATION
EXPOSED FINISHED WOOD TRIM IN SECTION
RIGID INSULATION IN SECTION
BATT INSULATION -THERMAL
SAND/E.I.F.S./PLASTER/STUCCO
MATERIAL INDICATIONS:
STEEL IN SECTION
PLYWOOD IN SECTION
ELEVATIONS OF GLAZING
REVISION NUMBER
LIMIT OF REVISION AREA
REVISION CLOUD AND NUMBER INDICATOR
1
SYMBOLS:
A1View NameSCALE: 1/8" = 1'-0"
A-101
DRAWING VIEW TITLE
DRAWING VIEW SCALE
DRAWING VIEW NUMBER
DRAWING TITLE INDICATOR
DETAIL NUMBER
SHEET DETAIL IS LOCATED ON
LIMIT OF ENLARGED AREA
ENLARGED DETAIL/AREA INDICATOR
DIRECTION OF CUTTING PLANE
DETAIL NUMBER
LINE OF CUTTING PLANE
WALL/BUILDING SECTION INDICATOR
SHEET DETAIL IS LOCATED ON
LIMIT OF CUTTING PLANE
DETAIL NUMBER
DIRECTION OF ELEVATION
EXTERIOR ELEVATION INDICATOR
SHEET DETAIL IS LOCATED ON
DETAIL NUMBER
DIRECTION OF ELEVATION
INTERIOR ELEVATION INDICATOR
SHEET DETAIL IS LOCATED ON
DRAWING SCALE INDICATOR164 8268
SCALE: 1/8"=1'-0"
0
GRAPHIC SCALE
NORTH ARROW
A101
A1
A101
A1
A101
A1
A1A-101
PLAN NORTH
KEYNOTE INDICATORSDEMOLITION KEYNOTE
NEW WORK KEYNOTEA1
DA1
PLAN NORTH ARROW
TRUE NORTH ARROW
LEVEL NAME
LEVEL INDICATORLEVEL NAME
0'-0" ELEVATION HEIGHT
REGIS
TERED ARCH
ITECT
NOR
TH
C A R OL
INA
4696
WOBANNI
W CN,
MAR
K J. SMITH
320-C Midland Parkway, Summerville, SC, 29485
ENGINEERING | ARCHITECTURE
CEMS Project No: Project Manager: R. Alvar
DR.
DES.
CHK.
SUBMITTED BY:
DESIGN DIR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
DATE
DATE
DEPARTMENT OF THE NAVY
MARINE CORPS BASECAMP LEJEUNE, NORTH CAROLINA
NAVAL FACILITIES ENGINEERING COMMAND
SIZE CODE IDENT NO. NAVFAC DRAWING NO.
SCALE: SPEC. SHEET OF
E1 80091
300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637910.363.1640
CONSTR. CONTR. NO.:
ISSUE DATE:
CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-
1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
DISCLOSURE OF INFORMATION
NONE
P. HARRIS
M. SMITH
M. SMITH
INTERIOR & EXTERIOR REPAIRS TO BEQHP503
GENERAL NOTES & LEGENDS
A-001
27 14624 JULY 2017
60019630
15153K
N40085-17-B-0022
05-17-0022
ARCHITECTURAL ABBREVIATIONS
W
W.C. WATER CLOSET
W.R.G.B. WATER-RESISTANT GYP.BOARD
W.S. WEATHERSTRIPPING
W.B. WHITE BOARD
W. WIDTH
WDW. WINDOW
W.R.O. WINDOW ROUGH OPENING
W.M.P. WIRE MESH PARTITION
W/ WITH
W/O WITHOUT
WD. WOOD
Y
YD. YARD
ARCHITECTURAL ABBREVIATIONS
O.W. OPEN WEB
OPNG. OPENING
OPP. OPPOSITE
O.H. OPPOSITE HAND
O.D. OUTSIDE DIAMETER
OFCI OWNER FURNISHEDCONTRACTOR INSTALLED
OFOI OWNER FURNISHED OWNERINSTALLED
P
PT PAINT
PR. PAIR
PNL PANEL
PART. PARTITION
PLAS. PLASTER
PLAN. PLASTIC LAMINATE
PL PLATE
PLYWD PLYWOOD
LBS. POUNDS
PSF POUNDS/SQUARE FOOT
PSI POUNDS/SQUARE INCH
PDU POWER DISTRIBUTION UNIT
P.M.J.F. PRE-MOLDED JOINT FILLER
PRE-FAB PREFABRICATED
Q
Q.T. QUARRY TILE
R
RAF RAISED ACCESS FLOOR
RECEP. RECEPTIONIST
REF. REFERENCE
REINF. REINFORCEMENT
REQ'D REQUIRED
REV. REVISIONS / REVISED
RH RIGHT HAND
RHR RIGHT HAND REVERSE
R.D. ROOF DRAIN
RM. ROOM
R.O. ROUGH OPENING
RB RUBBER BASE
S
SCHED. SCHEDULE
SECT. SECTION
S.G. SEMI-GLOSS PAINT
SSK SERVICE SINK
SHT. MET. SHEET METAL
SIM. SIMILAR
SCWD SOLID CORE WOOD
STC SOUND TRANSMISSION CLASS
SPEC. SPECIFICATION
SFRM SPRAYED FIRE-RESISTIVEMATERIAL
SQ. SQUARE
ST. STAIN
S.S. STAINLESS STEEL
STD. STANDARD
STL. STEEL
STOR. STORAGE
STRUCT. STRUCTURAL
SUSP. SUSPENDED
T
T.B. TACKBOARD
TEL. TELEPHONE
TG TEMPERED GLASS
THK. THICK
T'HOLD THRESHOLD
TOIL. TOILET
TOC TOP OF CONRETE
TC TOP OF CURB
TOS TOP OF STEEL
TW TOP OF WALL
TU TOUCH UP
TYP. TYPICAL
U
UL UNDERWRITERSLABORATORIES
UNFIN. UNFINISHED
U.N.O. UNLESS NOTED OTHERWISE
V
V.T.R. VENT THRU ROOF
VERT. VERTICAL
VEST. VESTIBULE
VCT VINYL COMPOSITION TILE
VCB VINYL COVE BASE
ARCHITECTURAL ABBREVIATIONS
F
F.O.G. FACE OF GIRT
FAC. FACTORY
FT. FEET
FV. FIELD VERIFY
FIN. FINISH
F.F. FINISHED FLOOR
F.E. FIRE EXTINGUISHER
F.E.C. FIRE EXTINGUISHER CABINET
FLR. FLOOR
F.D. FLOOR DRAIN
FLOUR. FLUORESCENT
FTG. FOOTING
FDN. FOUNDATION
G
GA. GAGE OR GAUGE
GALV. GALVANIZED
G.L. GIRT LINE
GL. GLASS
G.P. GLOSS PAINT
GOVT. GOVERNMENT
G.F.G.I. GOVERNMENT FURNISHED /GOVERNMENT INSTALLED
GYP. GYPSUM
GYP. BD.(GWB)
GYPSUM BOARD
G.B.F. GYPSUM BOARD FURRING
H
HR. HANDRAIL
HDW. HARDWARE
H.V.A.C. HEATING VENTILATION & AIRCONDITIONING
HGT. HEIGHT OR HIGH
H.P. HIGH POINT
H.M. HOLLOW METAL
HKS HOOKS
HORIZ. HORIZONTAL
HB HOSE BIBB
I
IN. INCH
I.D. INSIDE DIAMETER
INSUL. INSULATION
INT. INTERIOR
J
JAN. JANITOR
J.C. JANITOR'S CLOSET
JT JOINT
JST. JOIST
K.P. KICK PLATE
L
LAM. LAMINATE
LDG LANDING
LAV. LAVATORY
L.H. LEFT HAND
LHR LEFT HAND REVERSE
LT. LIGHT
LTG LIGHTING
LONG. LONGITUDINAL
LVR. LOUVER
LP. LOW POINT
M
MGR. MANAGER
MANUF. MANUFACTURER
M.B. MARKER BOARD
MAS. MASONRY
M.O. MASONRY OPENING
MATL. MATERIAL
MAX. MAXIMUM
MECH. MECHANICAL
MET. METAL
M.W.P. METAL WALL PANEL
MIN. MINIMUM
MISC. MISCELLANEOUS
N
NFPA NATIONAL FIRE PROTECTIONASSOCIATION
N.I.C. NOT IN CONTRACT
NTS NOT TO SCALE
NO. (#) NUMBER
O
OSHA OCCUPATIONAL SAFETY ANDHEALTH ACT
O.C. ON CENTER
ARCHITECTURAL ABBREVIATIONS
A
A.F.F. ABOVE FINISHED FLOOR
ACC. DR. ACCESS DOOR/PANEL
A.F. ACCESS FLOORING
ACCESS. ACCESSORIES
ACOUST. ACOUSTICAL
ACT. ACTIVE
ADJ. ADJUST/ADJUSTABLE
A.C. AIR CONDITIONING
ALUM. ALUMINUM
ADAAG AMERICAN WITH DISABILTITESACCESSIBILITY GUIDELINES
A.B. ANCHOR BOLT
& AND
ANG. ANGLE
ANOD. ANODIZED
APP. APPROVED
APPROX. APPROXIMATE
ARCH. ARCHITECTURAL
A.W.I. ARCHITECTURAL WOODWORKINSTITUTE
@ AT
AVG. AVERAGE
B
BM. BEAM
BLKG. BLOCKING
BD. BOARD
BTM. BOTTOM
B.H.M.I. BUILDER'S HARDWAREMANUFACTURER'SASSOCIATION, INC.
BLDG. BUILDING
B.U.R. BUILT-UP ROOFING
C
CPT. CARPET
CLG. CEILING
CLG. HT. CEILING HEIGHT
CTR. CENTER
C. TO C. CENTER TO CENTER
CL. CENTERLINE
C.T. CERAMIC TILE
CH. CHANNEL
C.O. CLEANOUT
CLR. CLEAR
CLOS. CLOSET
COL. COLUMN
CO. COMPANY
CONC. CONCRETE
CMU CONCRETE MASONRY UNIT
CONF. CONFERENCE
CONST. CONSTRUCTION
CONT. CONTINUOUS
CONTR. CONTRACTOR
C.F.C.I. CONTRACTOR FURNISHED /CONTRACTOR INSTALLED
C.J. CONTROL JOINT
CORR. CORRIDOR
C.Y. CUBIC YARD
D
DESC. DESCRIPTION
DET. DETAIL
DIA. DIAMETER
DIM. DIMENSION
DISP. DISPENSER
DR. DOOR
DN. DOWN
D.S. DOWNSPOUT
DWG. DRAWING
E
EA. EACH
E.W.C. ELECTRIC WATER COOLER
ELEC. ELECTRICAL OR ELECTRIC
EL. ELEVATION
E.R.D. EMERGENCY ROOF DRAIN
ENGR. ENGINEER
E.P. EPOXY PAINT
EQ. EQUAL
EQUIP. EQUIPMENT
EXIST. EXISTING
E.J. (EXP. JT.) EXPANSION JOINT
EXP. EXPANSION/EXPOSED
EXP. TOSTRUCT.
EXPOSED TO STRUCTURE
EXT. EXTERIOR
EIFS EXTERIOR INSULATIONFINISHING SYSTEM
WW
DD
W
DD
WW
DD
W
DD
WW
DD
W
DD
AD2011
AD2013
AD2012
AD2014
AD401
1AD403
1
DA1
DA1 DA1
DA1
DA1 DA1
TYP. ALL BEDROOM SUITES
DA30 DA30
DA30
EXISTING TO BE REMOVED. PATCH AND REPAIR
EXISTING TO REMAIN
EXISTING / DEMOLITION LEGEND
DA21 DA21 DA21 DA21
DA21 DA21 DA21 DA21AD401
2
DA1 DA1
DA1 DA1
DA1 DA1
AD401
3
DA21 DA21 DA21 DA21
DA21 DA21 DA21 DA21
DA1DA1
DA1
DA1
DA1
DA1
REGIS
TERED ARCH
ITECT
NOR
TH
C A R OL
INA
4696
WOBANNI
W CN,
MAR
K J. SMITH
320-C Midland Parkway, Summerville, SC, 29485
ENGINEERING | ARCHITECTURE
CEMS Project No: Project Manager: R. Alvar
DR.
DES.
CHK.
SUBMITTED BY:
DESIGN DIR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
DATE
DATE
DEPARTMENT OF THE NAVY
MARINE CORPS BASECAMP LEJEUNE, NORTH CAROLINA
NAVAL FACILITIES ENGINEERING COMMAND
SIZE CODE IDENT NO. NAVFAC DRAWING NO.
SCALE: SPEC. SHEET OF
E1 80091
300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637910.363.1640
CONSTR. CONTR. NO.:
ISSUE DATE:
CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-
1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
DISCLOSURE OF INFORMATION
AS NOTED
P. HARRIS
M. SMITH
M. SMITH
INTERIOR & EXTERIOR REPAIRS TO BEQHP503
ARCHITECTURAL DEMOLITION FLOORPLANS
AD101
28 14624 JULY 2017
60019631
15153K
N40085-17-B-0022
05-17-0022
SCALE: 3/32" = 1'-0"3DEMOLITION FIRST FLOOR PLAN
DEMOLITION KEYNOTES:NO. DESCRIPTION
DA1 DEMOLISH EXISTING DOOR AND FRAMECOMPLETE. PREPARE OPENING FOR NEWDOOR AND FRAME.
DA21 DEMOLISH EXISTING CONCRETE GUARDRAILSAT BALCONY COMPLETE. PREPARE FOR NEWMETAL GUARDRAIL.
DA30 DEMOLISH FLOOR FOR NEW MECHANICAL,ELECTRICAL AND PLUMBING WORK. SEEMECHANICAL, ELECTRICAL AND PLUMBINGDRAWINGS FOR DETAILS.
SCALE: 3/32" = 1'-0"2DEMOLITION SECOND FLOOR PLAN
SCALE: 3/32" = 1'-0"1DEMOLITION THIRD FLOOR PLAN
PLAN NORTH
0
SCALE: 3/32"=1'-0"
816 16
GRAPHIC SCALE
E E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E
E
E
WW
DD
W
DD
E E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E
E
EE
DA13
AD402
1
AD403
2
DA13
DA13DA13
TYP. ALL BEDROOM SUITES
DA13
DA13
AD402
2
DA13
DA13
AD402
3
DA13
DA13
DA13
DA13
EXISTING TO BE REMOVED. PATCH AND REPAIR
EXISTING TO REMAIN
EXISTING / DEMOLITION LEGEND
REGIS
TERED ARCH
ITECT
NOR
TH
C A R OL
INA
4696
WOBANNI
W CN,
MAR
K J. SMITH
320-C Midland Parkway, Summerville, SC, 29485
ENGINEERING | ARCHITECTURE
CEMS Project No: Project Manager: R. Alvar
DR.
DES.
CHK.
SUBMITTED BY:
DESIGN DIR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
DATE
DATE
DEPARTMENT OF THE NAVY
MARINE CORPS BASECAMP LEJEUNE, NORTH CAROLINA
NAVAL FACILITIES ENGINEERING COMMAND
SIZE CODE IDENT NO. NAVFAC DRAWING NO.
SCALE: SPEC. SHEET OF
E1 80091
300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637910.363.1640
CONSTR. CONTR. NO.:
ISSUE DATE:
CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-
1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
DISCLOSURE OF INFORMATION
AS NOTED
P. HARRIS
M. SMITH
M. SMITH
INTERIOR & EXTERIOR REPAIRS TO BEQHP503
ARCHITECTURAL DEMOLITION REFLECTEDCEILING PLANS
AD102
29 14624 JULY 2017
60019632
15153K
N40085-17-B-0022
05-17-0022
SCALE: 3/32" = 1'-0"3DEMOLITION FIRST FLOOR REFLECTED CEILING PLAN
SCALE: 3/32" = 1'-0"2DEMOLITION SECOND FLOOR REFLECTED CEILING PLAN
SCALE: 3/32" = 1'-0"1DEMOLITION THIRD FLOOR REFLECTED CEILING PLAN
DEMOLITION KEYNOTES:NO. DESCRIPTION
DA13 DEMOLISH EXISTING LIGHTING FIXTURE, SEEELECTRICAL.
PLAN NORTH
0
SCALE: 3/32"=1'-0"
816 16
GRAPHIC SCALE
DA28DA28 DA28 DA28DA28 DA28DA28 DA28
DA28DA28
DA28DA28
DA12TYP.
INVENTORY OF ITEMS FOUND IN EACH SLEEPING ROOM:A TYPICAL SLEEPING ROOM IN THIS BUILDING INCLUDES BUT IS NOT LIMITED TO: 1. METAL WARDROBES:2. METAL SECRETARIES:3. METAL RACKS:4. MATTRESSES:5. DESKS:6. DESK CHAIRS:7. NIGHT TABLES:8. LAMPS:9. REFRIGERATORS:10. MICROWAVE:11. MIRRORS:12. RUGS:13. DRAPERIES:14. COMFORTERS:
FURNITURE GENERAL NOTE:1. THE CONTRACTOR SHALL MOVE ALL DESK CHAIRS, LAMPS,
REFRIGERATORS AND MICROWAVES TO BUILDING 1212 AND/OR BUILDING 1301 AT (910) 451-5762.
2. THE CONTRACTOR SHALL STORE FURNITURE ITEMS AS SHOWN IN STORED FURNITURE REQUIREMENTS.
3. THE CONTRACTOR SHALL DISPOSE OF ALL OF THE OTHER ITEMS INCLUDING BUT NOT LIMITED TO MATTRESSES, WARDROBES, MIRRORS, AREA RUGS, DRAPERIES, AND COMFORTERS AT A PERMITTED OFF-SITE SOLID WASTE LANDFILL.
STORED FURNITURE REQUIREMENTS:1. THE CONTRACTOR SHALL STORE THE FOLLOWING SLEEPING ROOM
FURNITURE ITEMS: METAL SECRETARIES, METAL RACKS, DESKS, AND NIGHT TABLES.
2. THE CONTRACTOR SHALL PHOTOGRAPH, TAG, RECORD THE LOCATION OF, REMOVE FROM THE BUILDING, AND STORE EACH PIECE OF FURNITURE LISTED ABOVE.
3. THE CONTRACTOR SHALL PROVIDE AN ELECTRONIC COPY OF THE FURNITURE CONDITION PICTURES AND FURNITURE LOCATIONS TO THE GOVERNMENT ON CD.
4. THE CONTRACTOR SHALL PROTECT EACH ITEM REMOVED FROM DAMAGE. 5. THE CONTRACTOR SHALL STORE THE FURNITURE IN A HUMIDITY
CONTROLLED ENVIRONMENT, FOR EXAMPLE: OFF-SITE STORAGE AND/OR ON-SITE CONEX BOXES WITH BUILT-IN DEHUMIDIFICATION AND/OR DESSICCANT SYSTEMS OR OTHER SUITABLE METHOD THAT MEETS THESE OBJECTIVES. ALL ASSOCIATED COSTS FOR ANY OF THE SYSTEM(S) SELECTED BY THE CONTRACTOR SHALL BE INCLUDED IN THE BID PACKAGE, INCLUDING BUT NOT LIMITED TO: RENTAL, PURCHASE, TRANSPORTATION TO AND FROM, INSTALLATION, MAINTENANCE, REPAIRS, DISPOSAL OF ITEMS, ETC.
6. MAINTAIN RELATIVE HUMIDITY AND VENTILATION LEVELS THROUGHOUT THE LIFE OF THE STORAGED ITEMS IN SUCH A MANNER TO PREVENT THE DEGRADATION OF THE STORED FURNITURE, INCLUDING BUT NOT LIMITED TO: AFFECTING ITS WOOD COMPONENTS, RUST OF ITS METAL COMPONENTS, MOLD GROWTH, ETC. ANY DEGRADED FURNITURE ITEM SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO THE GOVERNMENT.
7. CONEX CONTAINERS CAN BE RENTED OR PURCHASED, SHALL BE WATER TIGHT AND IN GOOD CONDITION TO ALLOW THE DEHUMIDIFICATION OR DESSICCANT SYSTEMS TO OPERATE OPTIMALLY.
8. THE CONTRACTOR SHALL PROVIDE POWER TO OPERATE EQUIPMENT AS NECESSARY. ALL ELECTRICAL CONNECTIONS SHALL COMPLY WITH ALL APPLICABLE CODES AND BASE STANDARDS.
9. THE CONTRACTOR SHALL SUBMIT FOR THE GOVERNMENT RECORDS ONLY THE PROPOSED EQUIPMENT ALONG WITH CALCULATIONS DEMONSTRATING COMPLIANCE WITH REQUIREMENTS. INCLUDE EQUIPMENT SIZING & PERFORMANCE, AND DISSECANT CHANGE FREQUENCY. THIS SUBMISSION SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE STATED REQUIREMENTS.
10. THE CONTRACTOR SHALL REMOVE FROM THE MARINE CORE BASE AT THE CONCLUSION OF THE PROJECT ALL ITEMS USED FOR THE STORAGE OF FURNITURE, FOR INSTANCE: THE CONEX BOX CONTAINERS, ELECTRICAL ITEMS, POLES, GUY WIRES, ETC.
11. THE CONTRACTOR SHALL RETURN AREAS USED TO STORE FURNITURE TO ITS ORIGINAL CONDITION, FOR INSTANCE: GRASS, PAVING, STONE BASE, ETC. THE CONTRACTOR SHALL TAKE PICTURES OF THE EXISTING CONDITIONS BEFORE COMMENCEMENT OF THE WORK. THESE DOCUMENTS SHALL BE SENT TO THE COR AND KEPT ON SITE FILE TO BE USED AS NECESSARY THROUGHOUT THE LIFE OF THE PROJECT AND DURING THE FINAL INSPECTION.
6. FURNITURE - BASE BID: THE CONTRACTOR SHALL STORE ALL THE SLEEPING ROOM METAL SECRETARIES, METAL RACKS, METAL DESKS, AND NIGHT TABLES. SEE SPECIAL REQUIREMENTS FOR STORED FURNITURE. THE CONTRACTOR SHALL PLACE THESE ITEMS BACK IN EACH BUILDING SLEEPING ROOM OR AS DIRECTED BY ROICC PRIOR TO PROJECT COMPLETION.
7. FURNITURE - DEDUCT LINE ITEM: THE CONTRACTOR SHALL MOVE ALL THE SLEEPING ROOM METAL SECRETARIES, METAL RACKS, METAL DESKS, AND NIGHT TABLES TO THE TREATMENT & PROCESSING (T&P) LOT ON PINEY GREEN ROAD.
FURNITURE NOTES:
REGIS
TERED ARCH
ITECT
NOR
TH
C A R OL
INA
4696
WOBANNI
W CN,
MAR
K J. SMITH
320-C Midland Parkway, Summerville, SC, 29485
ENGINEERING | ARCHITECTURE
CEMS Project No: Project Manager: R. Alvar
DR.
DES.
CHK.
SUBMITTED BY:
DESIGN DIR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
DATE
DATE
DEPARTMENT OF THE NAVY
MARINE CORPS BASECAMP LEJEUNE, NORTH CAROLINA
NAVAL FACILITIES ENGINEERING COMMAND
SIZE CODE IDENT NO. NAVFAC DRAWING NO.
SCALE: SPEC. SHEET OF
E1 80091
300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637910.363.1640
CONSTR. CONTR. NO.:
ISSUE DATE:
CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-
1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
DISCLOSURE OF INFORMATION
AS NOTED
P. HARRIS
M. SMITH
M. SMITH
INTERIOR & EXTERIOR REPAIRS TO BEQHP503
ARCHITECTURAL DEMOLITION ROOF PLAN
AD103
30 14624 JULY 2017
60019633
15153K
N40085-17-B-0022
05-17-0022
PLAN NORTH
0
SCALE: 3/32"=1'-0"
816 16
GRAPHIC SCALE
SCALE: 3/32" = 1'-0"1DEMOLITION ROOF PLAN
DEMOLITION KEYNOTES:NO. DESCRIPTION
DA12 DEMOLISH EXISTING ROOF GUTTER ANDLEADERS AND CAP AT INTERIOR FACE OFPARAPET WALL. PATCH ALL OPENINGS IN WALLAND PREPARE FOR NEW GUTTERS ANDDOWNSPOUTS.
DA18 DEMOLISH EXISTING ROOFING DOWN TOCONCRETE DECK. DEMOLISH ALL ROOFMEMBRANE, INSULATION, PITCH POCKETS,FLASHINGS, ETC. COMPLETE.
DA28 ALL EXISTING ROOF EXHAUST FANS ANDHOODS TO BE REMOVED, SEE MECHANICAL.ALL PENETRATIONS ARE TO BE FILLED ANDPATCHED TO MATCH EXISTINGCONDITIONS.(UNLESS INDICATED TO REMAINFOR REUSE BY MECHANICAL)
FIRST FLOOR
0"
T.O. STRUCTURE
28'-0"
SECOND FLOOR
9'-4"
THIRD FLOOR
18'-8"
DA1
DA1
DA1
DA21
DA21
DA21
DA21
DA21
DA21
DA21
DA21
DA1DA1 DA24DA24DA24
DA1DA1 DA1DA1DA1DA2
TYP. TYP.
DA19
DA29DA29DA29DA29DA29DA29
FIRST FLOOR
0"
T.O. STRUCTURE
28'-0"
SECOND FLOOR
9'-4"
THIRD FLOOR
18'-8"DA21
DA21
DA21
DA21
DA19DA1DA1DA1
FIRST FLOOR
0"
T.O. STRUCTURE
28'-0"
SECOND FLOOR
9'-4"
THIRD FLOOR
18'-8"
DA1DA1
DA1
DA21
DA21
DA21
DA21
DA21
DA21
DA21
DA21
DA1DA2
DA1DA1
DA1
DA2
DA7
TYP. TYP.
DA1DA1DA1
DA19
FIRST FLOOR
0"
T.O. STRUCTURE
28'-0"
SECOND FLOOR
9'-4"
THIRD FLOOR
18'-8"DA21
DA21
DA21
DA21
DA19DA1DA1DA1
EXISTING TO BE REMOVED. PATCH AND REPAIR
EXISTING TO REMAIN
EXISTING / DEMOLITION LEGEND
REGIS
TERED ARCH
ITECT
NOR
TH
C A R OL
INA
4696
WOBANNI
W CN,
MAR
K J. SMITH
320-C Midland Parkway, Summerville, SC, 29485
ENGINEERING | ARCHITECTURE
CEMS Project No: Project Manager: R. Alvar
DR.
DES.
CHK.
SUBMITTED BY:
DESIGN DIR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
DATE
DATE
DEPARTMENT OF THE NAVY
MARINE CORPS BASECAMP LEJEUNE, NORTH CAROLINA
NAVAL FACILITIES ENGINEERING COMMAND
SIZE CODE IDENT NO. NAVFAC DRAWING NO.
SCALE: SPEC. SHEET OF
E1 80091
300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637910.363.1640
CONSTR. CONTR. NO.:
ISSUE DATE:
CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-
1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
DISCLOSURE OF INFORMATION
AS NOTED
P. HARRIS
M. SMITH
M. SMITH
INTERIOR & EXTERIOR REPAIRS TO BEQHP503
ARCHITECTURAL DEMOLITION ELEVATIONS
AD201
31 14624 JULY 2017
60019634
15153K
N40085-17-B-0022
05-17-0022
SCALE: 3/32" = 1'-0"
AD101
1NORTH ELEVATION
SCALE: 3/32" = 1'-0"
AD101
3EAST ELEVATION
SCALE: 3/32" = 1'-0"
AD101
2SOUTH ELEVATION
SCALE: 3/32" = 1'-0"
AD101
4WEST ELEVATION
DEMOLITION KEYNOTES:NO. DESCRIPTION
DA1 DEMOLISH EXISTING DOOR AND FRAME COMPLETE. PREPAREOPENING FOR NEW DOOR AND FRAME.
DA2 DEMOLISH EXISTING WINDOW AND FRAME. PREPARE OPENING FORNEW WINDOW AND FRAME.
DA7 DEMOLISH EXISTING EXTERIOR WALL FOR MECHANICAL LOUVER.COORDINATE WITH MECHANICAL. SEE SHEET A-401 FOR DETAILS.
DA19 DEMOLISH AND REMOVE ALL COPING AROUND PARAPET EDGE.
DA21 DEMOLISH EXISTING CONCRETE GUARDRAILS AT BALCONYCOMPLETE. PREPARE FOR NEW METAL GUARDRAIL.
DA24 DEMOLISH PORTION OF EXISTING WALL; CLEAN AND PREP FOR NEWDOOR.
DA29 DEMOLISH EXISTING EXHAUST LOUVER COMPLETE.
0
SCALE: 3/32"=1'-0"
816 16
GRAPHIC SCALE
DD
WW
DD
W
DD
WW
DD
W
DD
DD
WW
DD
W
DD
DA1
DA1
DA1
DA1
DA1
DA9
DA3DA3
DA9
DA3
DA9
DA9DA3
DA3DA3
DA9
DA3DA3
DA9DA3DA3
DA9
DA3
DA1
DA1
DA1
DA1
DA25
DA3
1'-10" 3'-4" 2"
5'-4"
DA24
8'-3 1
/4"
35'-6"
17'-4"
5'-4" 6'-8" 5'-4"
10"
8'-8 3/8"
9'-4 3
/8"
7'-8 3
/8"
5'-4"
4'-8 3
/4"
14'-8"
9'-4"
DA1
DA1
DA15
ABOVE
4'-8 3/4" 9'-4"
8'-8 3/8"
4'-4"
8'-2 3/8"
DA20
DA23DA23DA23
DA29DA29
DA23
DA25
DA1
DA1
DA1
DA1
DA1DA1
DA1
DA1
DA1
5'-4" 6'-8" 5'-4"
DA3DA3
DA3
DA3DA3
DA3DA3
DA3DA3
DA9
DA9
DA9
DA9
DA9
DA9
DA9
DA3
DA3
DA1
7'-0" 3'-4" 7'-0"
17'-4"
7'-0"
5'-4"
2'-0"
20'-4"
10"
35'-6"
8'-3 1
/4"
1'-10" 3'-4" 2"
5'-4"
DA1
7'-4 3/8" 1'-6"
9'-4"
4'-4"
4'-8 3
/4"
5'-4"
8'-8 3/8"
4'-8" 9'-0"
8'-8 3/8"
9'-4"
7'-8"
14'-8"
DA23
DA24
31'-2"
DA7
DA23DA23DA23
4'-0" 4'-1" 6'-9 1/4"
DA22
2'-8"
DA3
DA2
DA15
DA29DA29
DA23
DA1
DA25
DA1
DA1
DA1
DA1
DA1
DA1
DA1
DA1
DA9
DA9
DA3
1'-10" 3'-4" 2"
5'-4"
DA3DA3
DA9
DA1
DA9
DA3
DA9 DA3
DA9
DA3DA3
DA3DA3
DA3DA3
DA9
8'-3 1
/4"
35'-6"
5'-4" 6'-8" 5'-4"
10"
17'-4"
8'-8 3/8"
9'-4 3
/8"
7'-8 3
/8"
5'-4"
4'-8 3
/4"
14'-8"
9'-4"
7'-4" 1'-6"
4'-4"
8'-8 3/8"
4'-8 3/4" 9'-4"
34'-6"
DA23DA23DA23
2'-8"
DA23DA3
DA1
DA15
DA24 DA29DA29
DA23
REGIS
TERED ARCH
ITECT
NOR
TH
C A R OL
INA
4696
WOBANNI
W CN,
MAR
K J. SMITH
320-C Midland Parkway, Summerville, SC, 29485
ENGINEERING | ARCHITECTURE
CEMS Project No: Project Manager: R. Alvar
DR.
DES.
CHK.
SUBMITTED BY:
DESIGN DIR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
DATE
DATE
DEPARTMENT OF THE NAVY
MARINE CORPS BASECAMP LEJEUNE, NORTH CAROLINA
NAVAL FACILITIES ENGINEERING COMMAND
SIZE CODE IDENT NO. NAVFAC DRAWING NO.
SCALE: SPEC. SHEET OF
E1 80091
300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637910.363.1640
CONSTR. CONTR. NO.:
ISSUE DATE:
CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-
1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
DISCLOSURE OF INFORMATION
AS NOTED
P. HARRIS
M. SMITH
M. SMITH
INTERIOR & EXTERIOR REPAIRS TO BEQHP503
ARCHITECTURAL DEMOLITION ENLARGEDCORE FLOOR PLAN
AD401
32 14624 JULY 2017
60019635
15153K
N40085-17-B-0022
05-17-0022
SCALE: 1/4" = 1'-0"
AD101
3ENLARGED DEMOLITION THIRD FLOOR PLAN
DEMOLITION KEYNOTES:NO. DESCRIPTION
DA1 DEMOLISH EXISTING DOOR AND FRAME COMPLETE. PREPARE OPENING FORNEW DOOR AND FRAME.
DA2 DEMOLISH EXISTING WINDOW AND FRAME. PREPARE OPENING FOR NEWWINDOW AND FRAME.
DA3 DEMOLISH EXISTING FLOOR FINISH COMPLETE. CLEAN & PREPARE EXISTINGCONCRETE SLAB FOR NEW FINISHES.
DA7 DEMOLISH EXISTING EXTERIOR WALL FOR MECHANICAL LOUVER. COORDINATEWITH MECHANICAL. SEE SHEET A-401 FOR DETAILS.
DA9 CLEAN AND PREPARE EXISTING CONCRETE MASONRY WALLS FOR NEW PAINT.PATCH ALL DEFECTIVE AREAS PRIOR TO APPLICATION. SEE FINISH SCHEDULE.
DA15 DEMOLISH EXISTING PLUMBING FIXTURES AND TOILET ACCESSORIES, SEEPLUMBING.
DA20 DEMOLISH AND REMOVE EXISTING ROOF HATCH, PREPARE OPENING FOR NEWROOF HATCH.
DA22 DEMOLISH FLOOR AS INDICATED FOR NEW SLOPED FLOOR AND FLOOR DRAIN.SEE STRUCTURAL.
DA23 DEMOLISH EXISTING CONRETE MASONRY WALL.
DA24 DEMOLISH PORTION OF EXISTING WALL; CLEAN AND PREP FOR NEW DOOR.
DA25 DEMOLISH EXISTING DOOR AND FRAME COMPLETE.
DA29 DEMOLISH EXISTING EXHAUST LOUVER COMPLETE.
SCALE: 1/4" = 1'-0"
AD101
1ENLARGED DEMOLITION FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"
AD101
2ENLARGED DEMOLIMTION SECOND FLOOR PLAN
PLAN NORTH
04 8268 02 4 8134
SCALE: 1/4"=1'-0"
GRAPHIC SCALE
E
WW
DD
W
DD
E
WW
DD
W
DD
E
DA10DA10
DA13
DA13
DA13
DA13
DA13
DA13
DA13
DA13DA13
DA13
DA11
DA11
DA13
DA10DA10
DA10DA10
A.F.F.8'-0"
A.F.F.8'-0"
A.F.F.7'-6"
DA13
TYP.
DA13
DA23
DA11
DA11
DA13
DA17
DA17
A.F.F.7'-6"
DA13
DA13
DA13
DA13
DA13
DA13
DA13
DA11
DA11
DA11
DA11
DA11
DA11DA11
DA10DA10
A.F.F.8'-0"
DA13DA13
DA13
TYP.
DA13
DA13DA13
DA13DA13
DA23
DA13 DA13
DA13
DA13
DA13
DA13
DA13
DA11
DA11
DA11DA11
DA11
DA11
DA11
DA11
DA10DA10
A.F.F.8'-0"
DA13
TYP.
DA13DA13
DA13DA13
DA13
DA23
DA20
REGIS
TERED ARCH
ITECT
NOR
TH
C A R OL
INA
4696
WOBANNI
W CN,
MAR
K J. SMITH
320-C Midland Parkway, Summerville, SC, 29485
ENGINEERING | ARCHITECTURE
CEMS Project No: Project Manager: R. Alvar
DR.
DES.
CHK.
SUBMITTED BY:
DESIGN DIR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
DATE
DATE
DEPARTMENT OF THE NAVY
MARINE CORPS BASECAMP LEJEUNE, NORTH CAROLINA
NAVAL FACILITIES ENGINEERING COMMAND
SIZE CODE IDENT NO. NAVFAC DRAWING NO.
SCALE: SPEC. SHEET OF
E1 80091
300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637910.363.1640
CONSTR. CONTR. NO.:
ISSUE DATE:
CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-
1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
DISCLOSURE OF INFORMATION
AS NOTED
P. HARRIS
M. SMITH
M. SMITH
INTERIOR & EXTERIOR REPAIRS TO BEQHP503
ARCHITECTURAL DEMOLITION ENLARGEDCORE REFLECTED CEILING PLANS
AD402
33 14624 JULY 2017
60019636
15153K
N40085-17-B-0022
05-17-0022
SCALE: 1/4" = 1'-0"
AD102
1
ENLARGED DEMOLITION FIRST FLOOR COREREFLECTED CEILING PLAN
SCALE: 1/4" = 1'-0"
AD102
2
ENLARGED DEMOLITION SECOND FLOORCORE REFLECTED CEILING PLAN
SCALE: 1/4" = 1'-0"
AD102
3
ENLARGED DEMOLITION THIRD FLOOR COREREFLECTED CEILING PLAN
PLAN NORTH
04 8268 02 4 8134
SCALE: 1/4"=1'-0"
GRAPHIC SCALE
DEMOLITION KEYNOTES:NO. DESCRIPTION
DA10 DEMOLISH EXISTING CEILING AND SUSPENSION SYSTEM.
DA11 DEMOLISH ALL EXISTING CEILING FINISHES. REMOVE TEXTURED CEIING FINISHDOWN TO CONCRETE SUBSTRATE. PATCH ALL DEFECTIVE AREAS PRIOR TOAPPLICATION. SEE FINISH SCHEDULE.
DA13 DEMOLISH EXISTING LIGHTING FIXTURE, SEE ELECTRICAL.
DA17 DEMOLISH EXISTING GYPSUM CEILING AND FRAMING. PREPARE FOR NEWGYPSUM CEILING.
DA20 DEMOLISH AND REMOVE EXISTING ROOF HATCH, PREPARE OPENING FOR NEWROOF HATCH.
DA23 DEMOLISH EXISTING CONRETE MASONRY WALL.
E
E
AD4033
DA1
DA15
DA8
DA8
DA8
DA3
DA9
DA3
DA9
DA1
DA26 DA26
DA1DA2
DA8
DA8
DA8
DA1 DA2
DA1 DA2DA1DA2
DA8
DA8
DA8DA8
DA8
DA8
DA15
DA26DA26
DA1 DA1
DA3
DA9
DA3
DA9
DA3
DA9
DA3
DA9
DA3
DA9
DA3
DA9
DA16 DA16
DA16DA16
DA6DA6DA6DA6
DA5
DA5
DA13 DA13
DA17 DA17
DA13DA13
DA13
DA11 DA11
DA11 DA11
DA13 DA13
DA13
DA13
DA13
DA17 DA17
DA13
DA13
DA13
DA10
DA10
DA10
DA10
DA10
DA10
DA27
DA27
DA27
DA27
DA11 DA11
DA11 DA11
8'-8"
8'-8"
DA1
DA2
REGIS
TERED ARCH
ITECT
NOR
TH
C A R OL
INA
4696
WOBANNI
W CN,
MAR
K J. SMITH
320-C Midland Parkway, Summerville, SC, 29485
ENGINEERING | ARCHITECTURE
CEMS Project No: Project Manager: R. Alvar
DR.
DES.
CHK.
SUBMITTED BY:
DESIGN DIR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
DATE
DATE
DEPARTMENT OF THE NAVY
MARINE CORPS BASECAMP LEJEUNE, NORTH CAROLINA
NAVAL FACILITIES ENGINEERING COMMAND
SIZE CODE IDENT NO. NAVFAC DRAWING NO.
SCALE: SPEC. SHEET OF
E1 80091
300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637910.363.1640
CONSTR. CONTR. NO.:
ISSUE DATE:
CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-
1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
DISCLOSURE OF INFORMATION
AS NOTED
P. HARRIS
M. SMITH
M. SMITH
INTERIOR & EXTERIOR REPAIRS TO BEQHP503
ARCHITECTURAL DEMOLITION ENLARGEDSLEEPING ROOM PLAN, RCP & ELEVATIONS
AD403
34 14624 JULY 2017
60019637
15153K
N40085-17-B-0022
05-17-0022
SCALE: 1/4" = 1'-0"
AD101
1
ENLARGED DEMOLINTION SLEEPING RMFLOOR PLAN
SCALE: 1/4" = 1'-0"
AD102
2
ENLARGED DEMOLITION SLEEPING ROOMREFLECTED CEILING PLAN
SCALE: 1/2" = 1'-0"
AD403
3DEMOLITION SLEEPING ROOM EXTERIOR ELEVATION
PLAN NORTH
0
SCALE: 3/32"=1'-0"
816 16
GRAPHIC SCALE
DEMOLITION KEYNOTES:NO. DESCRIPTION
DA1 DEMOLISH EXISTING DOOR AND FRAME COMPLETE. PREPARE OPENING FORNEW DOOR AND FRAME.
DA2 DEMOLISH EXISTING WINDOW AND FRAME. PREPARE OPENING FOR NEWWINDOW AND FRAME.
DA3 DEMOLISH EXISTING FLOOR FINISH COMPLETE. CLEAN & PREPARE EXISTINGCONCRETE SLAB FOR NEW FINISHES.
DA5 DEMOLISH EXISTING THINSET CERAMIC TILE FLOOR TILE, CERAMIC WALL BASEAND THRESHOLDS. CLEAN AND PREPARE EXISTING CONCRETE SLAB FOR NEWPORCELAIN TILE INSTALLATION.
DA6 DEMOLISH EXISTING FLOOR DRAIN, SHOWER PAN, AND WATERPROOFINGMEMBRANE COMPLETE. PREPARE FLOOR FOR NEW SHOWER PAN AND FLOORDRAIN COVER.
DA8 REMOVE EXISTING METAL LOCKERS.
DA9 CLEAN AND PREPARE EXISTING CONCRETE MASONRY WALLS FOR NEW PAINT.PATCH ALL DEFECTIVE AREAS PRIOR TO APPLICATION. SEE FINISH SCHEDULE.
DA10 DEMOLISH EXISTING CEILING AND SUSPENSION SYSTEM.
DA11 DEMOLISH ALL EXISTING CEILING FINISHES. REMOVE TEXTURED CEIING FINISHDOWN TO CONCRETE SUBSTRATE. PATCH ALL DEFECTIVE AREAS PRIOR TOAPPLICATION. SEE FINISH SCHEDULE.
DA13 DEMOLISH EXISTING LIGHTING FIXTURE, SEE ELECTRICAL.
DA15 DEMOLISH EXISTING PLUMBING FIXTURES AND TOILET ACCESSORIES, SEEPLUMBING.
DA16 DEMOLISH EXISTING VANITY CABINET, INCLUDING, BUT NOT LIMITED TO:PORCELAIN SINK, PLUMBING TRIM, PLASTIC LAMINATE COUNTERTOP, AND WALLMOUNTED MIRROR ABOVE.
DA17 DEMOLISH EXISTING GYPSUM CEILING AND FRAMING. PREPARE FOR NEWGYPSUM CEILING.
DA26 REMOVE SHOWER WALL TILE, FLOOR TILE, SHOWER DRAIN AND SHOWERFLOOR SETTING BED COMPLETE.
DA27 REMOVE TEXTURED CEILING FINISH DOWN TO THE CONCRETE SUBSTRATEABOVE EXISTING SOFFITS WHERE PRESENT.
PATCH AND REPAIR AREAS OF SPALLED CONCRETE (TYPICAL CONDITION SHOWN) : CONTRACTOR SHALL CHIP AWAY ALL LOOSE CONCRETE UNTIL EXPOSING A SOUNDS SUBSTRATE IN THE SPALL AREA.
CONTRACTOR SHALL POWER WIRE BRUSH EXPOSED REBAR, REMOVING ALL RUST.
PATCH AREA WITH EPOXY CONCRETE PATCHING COMPOUND, APPLY A FINISH TO MATCH EXISTING ADJACENT AREAS IN PLANE AND TEXTURE.
SEE SPECIFICATION 03 01 30.71 CONCRETE REHABILITATION
TYPICAL 50 LOCATIONS
± 1/2"
± 1
1/4
"
REMOVE EXISTING SEALANT AND BACKER ROD. PREPARE SURFACES FOR NEW SEALANT AND BACKER ROD. TYPICAL ENTIRE BUILDING PERIMETER AT SECOND AND THIRD DECK BALCONY WALKWAYS
REMOVE COPING, TO INCLUDE, CONTINUOUS CLEAT, ALUMINUM CAP FLASHING, 2X4 WOOD NAILER AND ANCHORAGE, BRASS FASTENERS
PATCH AND REPAIR AREAS OF SPALLED OR CRACKED CONCRETE (TYPICAL CONDITION SHOWN): CONTRACTOR SHALL CHIP AWAY ALL LOOSE CONCRETE UNTIL EXPOSING A SOUND SUBSTRATE IN THE SPALL AREA.
NOTE:
CONTRACTOR SHALL POWER WIRE BRUSH EXPOSED REBAR, REMOVING ALL RUST.
PATCH AREA WITH EPOXY CONCRETE PATCHING COMPOUND, APPLY A FINISH TO MATCH EXISTING ADJACENT AREAS IN PLANE AND TEXTURE. SEE SPECIFICATION 03 01 30.71 CONCRETE REHABILITATION
TYPICAL 10 LOCATIONS
EXISTING 8" CMU WALL
EXISTING PRECAST HOLLOW CORE SLAB
EXISTING LADDER TO REMAIN
REMOVE EXISTING ATTIC ACCESS HATCH COMPLETELY, DOWN TO EXISTING CONCRETE ROOF DECK
1/2" / 12"
MID-WALL MASONRY CRACKING
REMOVE BROKEN BRICK. REPLACE WITH FULL SIZE UNITS TO MATCH EXISTING COURSING PATTERN.
EXPANSION JOINT
MASONRY CRACKING
REMOVE BRICK MASONRY WHERE CRACKING OCCURS AT EXPANSION JOINT BEAM AND REPLACE WITH NEW BRICK MASNONRY AND MORTAR TO MATCH EXISTING BRICK MASONRY AND MORTAR.
± 1
1/4
"
REMOVE EXISTING SEALANT AND BACKER ROB. PREPARE SURFACES FOR NEW SEALANT AND BACKER RODTYPICAL ALL JOINTS IN PRECAST CONCRETE BALCONY WALKWAYS
REMOVE SEALANT
REMOVE BACKER ROD
REGIS
TERED ARCH
ITECT
NOR
TH
C A R OL
INA
4696
WOBANNI
W CN,
MAR
K J. SMITH
320-C Midland Parkway, Summerville, SC, 29485
ENGINEERING | ARCHITECTURE
CEMS Project No: Project Manager: R. Alvar
DR.
DES.
CHK.
SUBMITTED BY:
DESIGN DIR.
APPROVED: PWO OR OICC
SATISFACTORY TO:
DATE
DATE
DEPARTMENT OF THE NAVY
MARINE CORPS BASECAMP LEJEUNE, NORTH CAROLINA
NAVAL FACILITIES ENGINEERING COMMAND
SIZE CODE IDENT NO. NAVFAC DRAWING NO.
SCALE: SPEC. SHEET OF
E1 80091
300 N. 3rd St., Suite 110, Wilmington, NC, 28401 843.875.3637910.363.1640
CONSTR. CONTR. NO.:
ISSUE DATE:
CONTRACTOR SHALL COMPLY AS FOLLOWS:
A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G., FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THE CONTRACT OR ANY PROGRAM RELATED TO THIS CONTRACT, UNLESS-
1. THE CONTRACTING OFFICE HAS GIVEN PRIOR WRITTEN APPROVAL; OR2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF RELEASE.
B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED, THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE PROPOSED DATE FOR RELEASE.
C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT UNDER THIS CONTRACT. SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.
DISCLOSURE OF INFORMATION
AS NOTED
P. HARRIS
M. SMITH
M. SMITH
INTERIOR & EXTERIOR REPAIRS TO BEQHP503
ARCHITECTURAL DEMOLITION DETAILS
AD501
35 14624 JULY 2017
60019638
15153K
N40085-17-B-0022
05-17-0022
SCALE: 1 1/2" = 1'-0"2TYPICAL SPALLING CONCRETE REPAIR
1/2 1 21
SCALE: 1"=1'-0"
0
GRAPHIC SCALES
SCALE: 6" = 1'-0"5TYPICAL CONTROL JOINT DEMOLITION
SCALE: 1" = 1'-0"1ROOF PARAPET CONDITION
SCALE: 1" = 1'-0"4ATTIC ACCESS HATCH
SCALE: 1 1/2" = 1'-0"3TYPICAL BRICK MASONRY REPAIR
SCALE: 3" = 1'-0"6TYPICAL CONTROL JOINT DEMOLITION
0
SCALE: 1 1/2"=1'-0"
11
6"6"
SCALE: 3"=1'-0"
04 2
3"3"
SCALE: 6"=1'-0"
02 1
SCALE: 1 1/2" = 1'-0"7TYPICAL EXPANSION JOINT DEMOLITION