N4008518B0042 Drawings_Part4.pdf
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- Repair BEQ HP510
- Solicitation number
- N4008521R0080
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TA-2TA-2TA-9TA-9
TA-10TA-10TA-10
TA-2
TA-2
TA-2TA-2
TA-1
TA-9TA-9TA-9TA-9
A41 TA-8TA-8TA-8TA-8
TA-2TA-2 TA-2TA-2 TA-2TA-2
TA-1
TA-4
FIRE ALARM
SUPPLY GRILLE
TA-5
A-40410
A-404
6 3
A-501
REFRIGERATOR/
MICROWAVE
A-501
A-404
A-404
A1A2
A1
A1
3'-0" 3'-0"
2'-4"
8" 3'-4" 8" 3'-4" 8"
A
109B
109C
1'-10"
C O
U N
T E
R T
O P
A-404
B
A
A-404
SHELF AND ROD,
SEE DRAWING 1 & 2
ON A-504 FOR DETAILS
ADJUSTABLE
HARDWOOD
PLYWOOD SHELVING,
SEE 1 & 2 ON A-504
FOR DETAILS
A-404
BOND BEAM W/#4 CONT.
8" 3'-4" 8" 3'-4" 8"
8'-8"
GRAPHIC SCALE
1 2 42
SCALE: 1/2"=1'-0"
TOILET ACCESSORY SCHEDULE SHEET KEYNOTES
108 Bentons Lodge Rd., 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 BASE
CAMP 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 843.875.3637 910.363.1640
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; OR
2. 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
PLAN NORTH
CEMS ENGINEERING
P. HARRIS/ R. LEONARD
M. SMITH
M. SMITH
REPAIR BEQ HP510
ENLARGED SLEEPING ROOM ELEVATIONS
AND DETAILS
A-404
51 14315 MAY 2020
60024009
15153V
N40085-18-B-0042
05-18-0042
SCALE: 1/2" = 1'-0"
A-404
TYPICAL BATHROOM - WEST
SCALE: 1/2" = 1'-0"
A-404
TYPICAL BATHROOM - SOUTH
SCALE: 1/2" = 1'-0"
A-404
TYPICAL BATHROOM - NORTH
SCALE: 1/2" = 1'-0"
A-404
TYPICAL BATHROOM - EAST
SCALE: 1/2" = 1'-0"
A-404
TYPICAL SLEEPING ROOM - WEST
SCALE: 1/2" = 1'-0"
A-404
TYPICAL SLEEPING ROOM - SOUTH
SCALE: 1/2" = 1'-0"
A-404
TYPICAL SLEEPING ROOM - NORTH
SCALE: 1/2" = 1'-0"
A-404
TYPICAL SLEEPING ROOM - EAST
SCALE: 1/2" = 1'-0"
A-403
TYPICAL SLEEPING ROOM
A1 DOOR AND FRAME. SEE DOOR SCHEDULE FOR DETAILS.
A2 WINDOW AND FRAME. SEE WINDOW SCHEDULE FOR
DETAILS.
A41 INFILL ABANDONED HVAC PENETRATION WITH 8" CMU
TA-1 TOILET TISSUE DISPENSER
TA-2 TOWEL BAR 24" (4) PER SLEEPING ROOM BATHROOM
TA-3 WALL MOUNTED MIRROR 24" X 42"
TA-4 WALL MOUNTED MIRROR 30" X 30"
TA-5 DOOR MOUNTED FRAMELESS MIRROR 16" X 60" 1/4"
THICK MAX TO CLEAR LEVER
TA-6 SOAP DISPENSER
TA-7 ELECTRIC HAND DRYER
TA-8 DOUBLE ROBE HOOK (4) PER SLEEPING ROOM
TA-9 SOLID SURFACE SHOWER SHELF
TA-10 SHOWER CURTAIN AND ROD
SCALE: 1/2" = 1'-0"
A-404
CLOSET SECTION
SCALE: 1/2" = 1'-0"
A-404
CLOSET SECTION
SCALE: 1/2" = 1'-0"
A-404
TYPICAL SLEEPING ROOM - EXTERIOR
REVISIONS
SYM. DESCRIPTION DATE APPROVED
A-405
/4
7'-0"1'-8 3/8"
8" CMU
A-405 10
/4
5'-0"1'-8 3/8"
8" CMU
TA-7
TA-3
TA-6
TA-1
TA-7
TA-1
TA-6
TA-1
TA-7
TA-7
TA-6
TA-3
TA-7
TA-1
TA-6
TA-1
TA-1
TA-6
TA-3 /
TA-4
7" - 9"
M
IN
M A
X
/2
T O
R E
F L E
C T
IV
E
S U
R F
A C
E
M A
X
NOTE: HEIGHTS ARE FOR GENERAL USE - ALL ACCESSORIES MAY NOT BE USED FOR THIS PROJECT
STANDARD
URINAL
M A
X
M
IN
FIRE
EXTINGUISHER
CABINET
T O
H A
N D
L E
MIN.
1'-3"
M
IN
1'-0" MIN.
M
A X
M
IN
TA-8
TA-9
TA-2
EWC
TA-5
1'-4"
TA-7
TA-10
GRAPHIC SCALE
1 2 42
SCALE: 1/2"=1'-0"
TOILET ACCESSORY SCHEDULE
108 Bentons Lodge Rd., 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 BASE
CAMP 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 843.875.3637 910.363.1640
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; OR
2. 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
PLAN NORTH
CEMS ENGINEERING
P. HARRIS/ R. LEONARD
M. SMITH
M. SMITH
REPAIR BEQ HP510
ENLARGED TOILET ROOM PLANS AND
ELEVATIONS
A-405
52 14315 MAY 2020
60024010
15153V
N40085-18-B-0042
05-18-0042
SCALE: 1/2" = 1'-0"
A-401
FIRST FLOOR PUBLIC TOILET
SCALE: 1/2" = 1'-0"
A-401
2ND AND 3RD FLOOR PUBLIC TOILET
SCALE: 1/2" = 1'-0"
A-405
INTERIOR ELEVATION
SCALE: 1/2" = 1'-0"
A-405
INTERIOR ELEVATION
SCALE: 1/2" = 1'-0"
A-405
INTERIOR ELEVATION
SCALE: 1/2" = 1'-0"
A-405
INTERIOR ELEVATION
SCALE: 1/2" = 1'-0"
A-405
INTERIOR ELEVATION
SCALE: 1/2" = 1'-0"
A-405
INTERIOR ELEVATION
SCALE: 1/2" = 1'-0"
A-405
INTERIOR ELEVATION
SCALE: 1/2" = 1'-0"
A-405
INTERIOR ELEVATION
SCALE: NOT TO SCALE11
STANDARD MOUNTING HEIGHTS
TA-1 TOILET TISSUE DISPENSER
TA-2 TOWEL BAR 24" (4) PER SLEEPING ROOM BATHROOM
TA-3 WALL MOUNTED MIRROR 24" X 42"
TA-4 WALL MOUNTED MIRROR 30" X 30"
TA-5 DOOR MOUNTED FRAMELESS MIRROR 16" X 60" 1/4"
THICK MAX TO CLEAR LEVER
TA-6 SOAP DISPENSER
TA-7 ELECTRIC HAND DRYER
TA-8 DOUBLE ROBE HOOK (4) PER SLEEPING ROOM
TA-9 SOLID SURFACE SHOWER SHELF
TA-10 SHOWER CURTAIN AND ROD
PORCELAIN WALL TILE
TILE FLOOR
EXISTING 8" CMU
TO REMAIN
FULL MORTAR BED
IN SHOWER AREA
CONCRETE SLAB
1/4"/FT SLOPE
TILE OVER CMU CURB, 3 SIDES
DRAIN, SEE PLUMBING SHEETS
CONTINUOUS
WATERPROOF MEMBRANE.
INSTALL OVER CURB, 3" UP
ADJACENT WALLS, AND
INTO DRAIN.
ABRASIVE
FILLER
NEW 9" ALUMINUM RENOVATION
TREAD/NOSING, FIELD VERIFY
LENGTH (3" LESS THAN OVERALL
TREAD WIDTH ON EACH SIDE)
EXISTING METAL NOSING TO
REMAIN IN PLACE - MAKE SECURE
IF REQUIRED
SECURE RENOVATION TREADS TO
EXISTING CONCRETE STEPS WITH
#10 X 1 1/4" TAPCON SCREWS
EXISTING CONCRETE STEPS
NOTE: CUT EDGES OF RETROFIT
TREADS AROUND EXISTING
STEEL PIPE RAILINGS WHERE
THEY EXIST
8" CONCRETE MASONRY / BRICK VENEER WALL
WITH 1 1 1/2" INSULATION BOARD. PROVIDE
DAMPPROOFING APPLICATION AT EXTERIOR
FACE OF 8" CMU WYTHE. BRICK MASONRY IS TO
MATCH EXISTING BRICK.
ALUMINUM WINDOW WITH BRICK
ROWLOCK SILL. SEE A-605 FOR
HEAD/JAMB/SILL DETAILS
SEE STRUCTURAL FOR
REINFORCEMENT AND
CONNECTION DETAILS.
EXISTING CMU / BRICK WALL
TO REMAIN
BACKER ROD AND SEALANT
AT NEW MASONRY TO
EXISTING, EACH SIDE OF
INFILL CONSTRUCTION
8" 3'-4" 8" 3'-4" 8"
A-501
CONDENSATE DRAIN
INFILL EXISTING MASONRY FREE AIR RETURN
PLENUM OPENING WITH NEW MASONRY.
CONSTRUCT NEW OPENING SIZED TO FIT NEW
PENETRATING DUCT AND MAX. GAP PER
SELECTED PENETRATION SYSTEM.
EXISTING CONCRETE FLOOR DECK
DUCT INSULATION
MECHANICAL DUCT
CONTRACTOR SHALL SELECT AND SUBMIT A U.L.
LISTED SYSTEM TO SEAL AROUND ALL HVAC,
PLUMBING, ELECTRICAL AND SPRINKLER
PENETRATIONS. COORDINATE WITH RESPECTIVE SUB-
CONTRACTOR. SEE SPEC 07 84 00 FIRESTOPPING.
EXISTING OPENING, CONDITIONS VARY,
CONTRACTOR TO FIELD VERIFY. SEE
STRUCTURAL FOR TREATMENT OF VARIOUS
OPENING SIZES.
IMPACT AND MOISTURE RESISTANT GYPSUM WALL
BOARD CEILING ON 2 1/2" METAL STUD
A-501
A-501
MECHANICAL DUCT
ELECTRICAL CONDUIT
FLOOR LEVEL
EXIST. 6" PRECAST
PLANK W/ 2" CONC.
TOPPING
EXIST. 6" CMU
CHASE WALL
BEYOND
EXIST. DOOR
OPENING
1/2" x 7" TOP PLATE
SCH 40 SLEEVE
SOLID GROUT
CONTRACTOR SHALL SELECT AND
SUBMIT A U.L. LISTED SYSTEM TO SEAL
AROUND ALL HVAC, PLUMBING,
ELECTRICAL AND SPRINKLER
PENETRATIONS. COORDINATE WITH
RESPECTIVE SUB-CONTRACTOR. SEE
SPEC 07 84 00 FIRESTOPPING.
3'-0"
EQ EQ
EXISTING
TRENCH WALL
GRIND EXISTING CONCRETE
SLAB TO ALLOW FOR SLOPED
AREA AT NEW DRAIN
CORE DRILL CONCRETE FOR NEW FLOOR
DRAIN - SEE PLUMBING DRAWINGS
SET DRAIN FLUSH WITH
NEW EPOXY RESINOUS
FLOOR FINISH
1/8"/FT SLOPE 1/8"/FT SLOPE
GROUT
3/16" THICK RESINOUS
FLOORING
REMOVE GASKET AND
FILL WITH
POLYURETHANE
SEALANT
STANDARD RESINOUS FLOORING
EXISTING CAST IN PLACE METAL
EXPANSION JOINT COVER WITH
RUBBER GASKET
1" WIDE EXPANSION JOINT
EXISTING RUBBER BASE
REMOVED
JOINT FILLER (COMPRESSIBLE)
RUBBER BASE
1"
EXISTING CMU
SEE CIVIL
CONDENSATE PIPING -
SEE MECHANICAL
SAWCUT EDGE OF FLOOR SLAB 3"
WIDE.
PATCH WITH NON-SHRINK GROUT
2 WAY CLEANOUT
NEW CONCRETE SIDEWALK -
SEE CIVIL
NEW MECH UNIT
FABRICATED PTAC ENCLOSURE - SEE
MECHANICAL DRAWINGS. ATTACH TO
MASONRY WALL WITH MINIMUM (4)
5/16" x 1-1/2" ZINC PLATED SLEEVE ANC
SCALE: 1 1/2"=1'-0"
1/2 1 21
SCALE: 1"=1'-0"
GRAPHIC SCALES
SCALE: 3/4"=1'-0"
12 2
108 Bentons Lodge Rd., 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 BASE
CAMP 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 843.875.3637 910.363.1640
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; OR
2. 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
CEMS ENGINEERING
P. HARRIS/ R. LEONARD
M. SMITH
M. SMITH
REPAIR BEQ HP510
DETAILS
A-501
53 14315 MAY 2020
60024011
15153V
N40085-18-B-0042
05-18-0042
SCALE: 1 1/2" = 1'-0"
A-404
SHOWER DETAIL
SCALE: 3" = 1'-0"7
STAIR TREAD DETAIL
SCALE: 1" = 1'-0"
A-404
SLEEPING ROOM INFILL
SCALE: 1 1/2" = 1'-0"
A-403
DUCTWORK PENETRATION SECTION
NOTE: CONTRACTOR SHALL SELECT AND SUBMIT A PENETRATION SYSTEM WITH A MINIMUM 1 HOUR 'F' AND 'T' RATING TO MEET
OR EXCEED THE HOURLY RATING OF WALL OR FLOOR ASSEMBLY THAT IS PENETRATED.
CONDITIONS VARY. CONTRACTOR TO VERIFY EXISTING OPENING DIMENSIONS AND CONSTRUCT INFILL / ADAPT DETAIL TO SEAL PENETRATION AS THE SELECTED PENETRATION SYSTEM. SEE STRUCTURAL FOR VARIOUS OPENING TREATMENT
SCALE: 1 1/2" = 1'-0"
A-403
DUCTWORK PENETRATION SECTION
SCALE: 3/4" = 1'-0"3
CHASE WALL PENETRATION
SCALE: 1 1/2" = 1'-0"
A-401
FLOOR DRAIN DETAIL
6"6"
SCALE: 3"=1'-0"
04 2
SCALE: 6" = 1'-0"9
FLOOR EXPANSION JOINT DETAIL
3"3"
SCALE: 6"=1'-0"
02 1
SCALE: 1" = 1'-0"
A-501
SLEEPING ROOM WALL SECTION
PRE-FINISHED 0.032"
ALUMINUM FASCIA
COVER W/ DRIP EDGE
FULLY PERFORATED
VINYL SOFFIT IN "J" TRIM
RAKE TRIM GABLE CLIP
FASTENER WITH NEOPRENE
WASHER/PRE-PAINTED
STAINLESS STEEL RIVET @
EACH GABLE CLIP
FASTENERS 2 PER CLIP
HOLD-DOWN CLEAT
FIELD CLINCH 2"
@ 36" O.C. MAX
LEG CLEAT SET IN
SEALANT AND FASTEN
@ 12" O.C. MAX USING
STAINLESS STEEL
RIVETS
ALUMINUM GABLE
VENT LOUVER W/
INSECT SCREEN.
WIND DRIVEN RAIN
LOUVER
6" WIDE x 6" DEEP GUTTER
2" GUTTER STRAP @ 19" O.C.
MAX, FIELD HEM TO PROVIDE FOR
DOUBLE MATERIAL THICKNESS
FASTENERS
EDGE STIFFENER, DOUBLE
MATERIAL THICKNESS
STAINLESS STEEL RIVETS
TURN DOWN PANEL SEAM CAPS IN FIELD
CONTINUOUS NEOPRENE
FOAM CLOSURE
SEALANT BED
SANDWICHED BETWEEN
VERTICAL PANEL LEGS
STAINLESS STEEL, CLOSED-
END (WATERTIGHT) RIVETS
SEAM CAP
PANEL CLIP, 2
FASTENERS PER CLIP
PANEL
PRE-FINISHED 0.032"
ALUMINUM FASCIA COVER W/
DRIP EDGE
FULLY PERFORATED
VINYL SOFFIT IN "J" TRIM
EXPANDED METAL MESH
EAVE ANGLE FRAMING IN FIELD
T.O. STRUCTURE
28'-0"
NEW 42"x42" 2-HOUR FIRE
RATED ATTIC ACCESS HATCH
FRAME SET IN NEW CONCRETE
CURB, ENTIRE PERIMETER -
SEE STRUCTURAL
(1) #5 BAR ON EACH SIDE OF
CURB, USE EPOXY ADHESIVE
TO BOND TO EXISTING
CONCRETE PLANKS
EXISTING CONCRETE PLANK
ROOF DECK WITH CONCRETE
TOPPING
PAINT EXISTING LADDER TO
REMAIN
8" MIN
6'-0" 3'-4" 6'-9"
(3) 11" TREADS
2'-9"
R-40 BLOWN
INSULATION
CURB FLASHING
CRICKET
3'-0" x 3'-0" ACCESS HATCH AND
ONE PIECE WELDED AND
WATERTIGHT CURB
EXTENDING LADDER
SAFETY POST
ANCHOR BRACKET,
EACH SIDE
12'-0" TALL x 1'-8" WIDE
GALVANIZED STEEL
LADDER
ANCHOR BRACKET
EACH SIDE
FALL PROTECTION
SUPPORT AND CABLE
3'-7"
1'-6"
(3
R
IS
E R
S
P.T. SILL PLATE
2X4 @ 16" O.C.
2X10 @ 16" O.C.
3/4" PLYWOOD
3'-0" CLEAR 3'-0"
WATERTIGHT SHEET METAL RAIN
COLLAR WITH STAINLESS STEEL
DRAWBAND (OVERLAP FLASHING
COLLAR BY 3" MIN.)
GASKETED FASTENERS (SECURE
FLASHING COLLAR FLANGE TO
ROOFING PANEL)
STRUCTURAL STANDING
SEAM ROOF PANEL
STAINLESS STEEL
DRAWBAND
SET SECUREMENT RING IN
CONTINUOUS BEAD OF
SEALANT
PIPE PENETRATION
SEALANT BEAD BETWEEN
PIPE AND FLASHING
PREFORMED PENETRATION
FLASHING COLLAR
CONTINUOUS NEOPRENE
FOAM CLOSURE. APPLY 2
ROWS OF GUNABLE NON-
CURING BUTYL SEALANT
VALLEY BACKER PLATE,
MATCH PANEL MATERIAL
AND GAUGE
BUTYL SEALANT
SANDWICHED BETWEEN
VERTICAL PANEL LEGS
PANEL CLIP, INSTALL
CLIP AS CLOSE TO THE
VALLEY EDGE AS
POSSIBLE
TURN DOWN PANEL
SEAM CAPS IN FIELD
ROOF PURLINS,
SEE STRUCTURAL
PANEL
HOLD-DOWN CLEAT
VALLEY CLOSURE WITH
STAINLESS STEEL RIVET, 6 EA
PER PANEL, DO NOT
PENETRATE VALLEY TRIM
VALLEY TRIM WITH DIVERTER
6" M
IN
6" M
IN
CONTINUOUS
EXPANSION JOINT
COVER
GABLE CLIP @ 24"
O.C. MAX EACH SIDE
FASTENER WITH
NEOPRENE WASHER
OR S.S. RIVET @
EACH GABLE CLIP
CONTINUOUS SELF-
ADHERING
NEOPRENE CLOSURE
PANEL
FASTENERS 2 PER CLIP
ROOF TRUSSES, SEE
STRUCTURAL
EXPANSION
JOINT FRAME
1"
MOVEMENT
EXP. JT.
MOVEMENT + 1/2"
EXP. JT.
MOVEMENT
EXP. JT.
VAPOR BARRIER
RIDGE/HIP TRIM
STAINLESS STEEL
VENTED HOLD-DOWN
STRIP, TYP.
STAINLESS STEEL
RIVETS, PRE-PAINTED
TO MATCH
OFF-SET CLEAT
THERMAL EXPANSION
PANEL CLIP, 2
FASTENERS PER CLIP
PANEL
SEAM CAP
TURN UP PANEL PAN
NEOPRENE HEAD CLOSURE
FACTORY FORMED TO FIT
THE PANEL PROFILE &
WIDTH
CONTINUOUS SEALANT
BEAD ON PANEL AND UP
SEAM, CLEAR OR TO
MATCH ROOF PANELS
METAL HEAD CLOSURE
FACTORY FORMED TO
FIT THE PANEL PROFILE
& WIDTH
FASTENERS AT SEAMS
WITH HOT MELT SEALANT
BEADS
ROOF PURLINS,
SEE STRUCTURAL
1 3/4"
2" 1"
2" 3"
6"6"
SCALE: 3"=1'-0"
04 2
GRAPHIC SCALES
SCALE: 3/4"=1'-0"
12 2
108 Bentons Lodge Rd., 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 BASE
CAMP 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 843.875.3637 910.363.1640
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; OR
2. 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
CEMS ENGINEERING
P. HARRIS/ R. LEONARD
M. SMITH
M. SMITH
REPAIR BEQ HP510
ROOF DETAILS
A-502
54 14315 MAY 2020
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N40085-18-B-0042
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SCALE: 3" = 1'-0"
A-302
RAKE AND SOFFIT DETAIL AT DORMER
SCALE: 3" = 1'-0"
A-302
EAVE DETAIL TYP GUTTER
SCALE: 3/4" = 1'-0"
A-103
ATTIC ACCESS HATCH
SCALE: 3/4" = 1'-0"
A-103
ROOF HATCH
SCALE: NOT TO SCALE8
PIPE PENETRATION DETAIL
SCALE: 3" = 1'-0"7
CLOSED VALLEY DETAIL
SCALE: 3" = 1'-0"5
ROOF EXPANSION JOINT
SCALE: 3" = 1'-0"6
HIP/RIDGE DETAIL
EXISTING GUARDRAIL
TO REMAIN, TYP.
6" X 6" TUBE STEEL
DOWNSPOUT
RETURN GUARDRAIL TO WITHIN
4" FROM EXISTING AND PROVIDE
PICKET TO CLOSE GAP
EXISTING EMBEDDED
STEEL PLATE
GUARDRAIL BASEPLATE WELDED
TO EXISTING STEEL PLATE, SEE
DETAIL 3/A-503, TYP. @ 4
GUARDRAIL BASEPLATE WITH
THRU BOLT CONNECTION, SEE
DETAIL 2/A-503, TYP. @ 3
A-503
A-503
A-503
12'-7 1/2"
ALIGN NEW RAILING
RETURN WITH
EXISTING RAILING
EQ. EQ.
EQ. EQ. EQ. EQ.
± 1/2"
/4
SEALANT AND BACKER ROD.
TYPICAL ENTIRE BUILDING
PERIMETER AT EXISTING
SECOND AND THIRD DECK
BALCONY WALKWAYS
/4
SEALANT AND BACKER ROD.
TYPICAL ALL JOINTS IN
EXISTING PRECAST
CONCRETE BALCONY
WALKWAYS
A-503
A-503
4" MAX SPACE BETWEEN PICKETS
GALV. STEEL GUARDRAIL AT
ALL BALCONY PROJECTIONS
MATCH EXISTING GUARDRAIL
SEAL AROUND BOLT AT EACH
PENETRATION, TYP.
(4) 5/16" THRU BOLTS, TYP.
1/4" GALVANIZED STEEL
PLATE, TOP AND BOTTOM
FIELD WELD NEW GUARDRAIL TO
EXISTING METAL PLATE
(FORMER CONCRETE GUARDRAIL
WELD PLATE) WITH CONTINUOUS
1/8" FILLET WELD
3"3"
SCALE: 6"=1'-0"
02 1
SCALE: 1 1/2"=1'-0"
GRAPHIC SCALES
SCALE: 3/4"=1'-0"
12 2
108 Bentons Lodge Rd., 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 BASE
CAMP 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 843.875.3637 910.363.1640
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; OR
2. 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
PLAN NORTH
CEMS ENGINEERING
P. HARRIS/ R. LEONARD
M. SMITH
M. SMITH
REPAIR BEQ HP510
RAILING DETAILS
A-503
55 14315 MAY 2020
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15153V
N40085-18-B-0042
05-18-0042
SCALE: 3/4" = 1'-0"1
NEW RAILING PLAN
SCALE: 6" = 1'-0"5
TYPICAL EXPANSION JOINT
SCALE: 6" = 1'-0"6
TYPICAL EXPANSION JOINT
SCALE: 3/4" = 1'-0"
A-503
NEW RAILING ELEVATION
SCALE: 1 1/2" = 1'-0"
A-503
RAILING DETAIL - THRU BOLT
SCALE: 1 1/2" = 1'-0"
A-503
RAILING DETAIL - BASE PLATE
1/2" THICK SOLID SURFACE
VANITY TOP WITH 1 1/2"
BULLNOSE EDGE PROFILE AND
INTEGRAL VANITY SINK BASIN
BASE AS SCHEDULED
3MM PVC EDGE
BAND - TYPICAL ALL
EXPOSED EDGES
1'-9"
/4
/4
/2
1'-10"
SOLID SURFACE
BACKSPLASH WITH
SILICONE SEALANT
3/4" PLYWOOD VANITY
BASE CABINET, PLASTIC
LAMINATE ON ALL
EXPOSED SURFACES
3/4" PLYWOOD
SHELVING
1 HR RATED PIPE
PENETRATION
BEYOND
3"
3/4" PLYWOOD
1X6 HARDWOOD CLEAT,
CONTINUOUS 3 SIDES
3/4" HARDWOOD PLYWOOD
SHELF WITH 3/4" X 1 1/2"
NOSING. STAIN
ADJUSTABLE SHELF BRACKETS
W/ 1 1/4" LINE BORE
3/4" HARDWOOD
PLYWOOD SHELF W/ 3/4" X
1 1/2" NOSING. STAIN
CLOSET ROD AS SPECIFIED
1'-2"
1'-4"
SECURE CASEWORK TO
WALL WITH MASONRY
ANCHOR, 10" O.C. 1" 2'-6" 1'-4"
4'-0"
/4
/4
/2
/2
SINK BEYOND,
CENTERED IN
30" WIDE
CASEWORK
EQ EQ
FILLER STRIP
SURFACE
PANEL
DRAWER
3'-4 3/8"
1'-4"6
1X6 HARDWOOD CLEAT,
CONTINUOUS 3 SIDES
3/4" HARDWOOD PLYWOOD
SHELF WITH 3/4" X 1 1/2"
NOSING. STAIN
CLOSET ROD AS SPECIFIED
SECURE CASEWORK TO
WALL WITH MASONRY
ANCHOR, 10" O.C.
GRAPHIC SCALE
SCALE: 1 1/2"=1'-0"
108 Bentons Lodge Rd., 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 BASE
CAMP 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 843.875.3637 910.363.1640
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; OR
2. 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
CEMS ENGINEERING
P. HARRIS/ R. LEONARD
M. SMITH
M. SMITH
REPAIR BEQ HP510
CASEWORK DETAILS
A-504
56 14315 MAY 2020
60024014
15153V
N40085-18-B-0042
05-18-0042
SCALE: 1 1/2" = 1'-0"3
TYPICAL VANITY SECTION
SCALE: 1 1/2" = 1'-0"1
TYPICAL CLOSET CASEWORK SECTION
SCALE: 1 1/2" = 1'-0"4
TYPICAL VANITY ELEVATION
SCALE: 1 1/2" = 1'-0"2
TYPICAL CLOSET CASEWORK ELEVATION
1. MANUFACTURERS NAME AND COLOR IS PROVIDED SOLELY TO DEFINE THE INTENT OF THE
DESIGN, COLOR AND QUALITY. PROPOSED SUBSTITUTIONS SHALL ADHERE TO THE INTENT OF
THE DESIGN, COLOR AND QUALITY AND CONFORM TO SPECIFICATIONS.
2. FURNISH AND INSTALL MATERIALS IN COMPLIANCE WITH MANUFACTURER'S PRINTED
SPECIFICATIONS AND INSTALLATION INSTRUCTIONS.
3. ANY DISCONTINUED ITEMS SHALL BE BROUGHT TO THE ATTENTION OF THE GOVERNMENT
IMMEDIATELY. NOTIFY GOVERNMENT OF ANY ITEMS REQUIRING FURTHER CLARIFICATION OF
FINISH SELECTION.
4. FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING OF MATERIALS. DO NOT SCALE
ARCHITECTURAL DRAWINGS.
5. CONTRACTOR SHALL PROVIDE MANUFACTURER’S RECOMMENDED MAINTENANCE INSTRUCTIONS
ON ALL FINISH MATERIALS. SUBMIT SHOP DRAWINGS FOR ALL NEW MATERIALS INSTALLED.
6. INTERIOR CONSTRUCTION REQUIRING FINISH / COLOR SELECTION NOT NOTED WITHIN THE
SCHEDULE SHALL BE SUBMITTED WITH SAMPLES OF FINISH / COLORS AVAILABLE, CLEARLY
IDENTIFYING ANY THAT MIGHT BE AT A PREMIUM ABOVE THE PRODUCT BID.
7. FIRE HOSE CABINETS, FIRE EXTINGUISHER CABINETS, ELECTRICAL PANELS AND THE LIKE SHALL
BE PAINTED TO MATCH THE ADJACENT WALL FINISHES UNLESS PRE-FINISHED.
8. FINISHES ARE DESIGNATED USING "PLAN NORTH".
1. FOLLOW MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS ON FLOORING
PRODUCTS AND USE THE ADHESIVES, EQUIPMENT / TOOLS REQUIRED /
RECOMMENDED BY THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
2. REMOVE EXISTING FLOORING MATERIALS AND PREPARE SUB FLOOR PER
MANUFACTURER'S INSTRUCTIONS AND SPECIFIED HEREIN.
3. FOLLOW MANUFACTURER'S PRINTED INSTRUCTIONS ON PROTECTION OF FLOORING
MATERIAL AFTER INSTALLATION. PROTECT FLOORING AGAINST MARS,
INDENTATIONS AND OTHER DAMAGE FROM CONSTRUCTION OPERATIONS,
PLACEMENT OF EQUIPMENT AND FIXTURES DURING THE REMAINDER OF THE
CONSTRUCTION PERIOD. USE PROTECTION METHODS SPECIFIED OR
RECOMMENDED BY THE FLOOR COVERING MANUFACTURER.
4. PROVIDE TRANSITION STRIPS WHERE DIFFERING MATERIALS ABUT UNLESS NOTED
OTHERWISE. FLOOR FINISH CHANGES SHALL OCCUR UNDER THE DOOR CENTERLINE
OR CENTER OF THE WALL OPENING.
5. FOLLOW TILE MANUFACTURER'S RECOMMENDED WIDTHS OF GROUT JOINTS.
1. A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE WIDTH AND HEIGHT OF WALL
IS TO BE FINISHED
2. MISCELLANEOUS GRILLS AND ACCESSORIES SHALL BE PAINTED TO MATCH ADJACENT
WALL FINISHES UNLESS THEY ARE PREFINISHED.
WALL FINISH NOTES
GENERAL FINISH NOTES FLOOR FINISH NOTES
108 Bentons Lodge Rd., 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 BASE
CAMP 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 843.875.3637 910.363.1640
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; OR
2. 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
CEMS ENGINEERING
P. HARRIS/ R. LEONARD
M. SMITH
M. SMITH
REPAIR BEQ HP510
FINISH SCHEDULE AND DETAILS
A-601
57 14315 MAY 2020
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15153V
N40085-18-B-0042
05-18-0042
FINISH SCHEDULE
ROOM
NO. ROOM NAME
WALL FINISH BASE FINISH FLOOR CEILING
NOTES AND REMARKS (SEE NOTES)NORTH EAST SOUTH WEST NORTH EAST SOUTH WEST MAT. MAT. HEIGHT
FIRST FLOOR
134 CENTRAL STAIR -- -- -- -- -- -- -- -- CONC-2 -- CLEAN BRICK
138 CORRIDOR -- -- -- -- SRF-2 SRF-2 SRF-2 SRF-2 SRF-2 -- 8'-8" CLEAN BRICK
139 DUTY PNT-3 PNT-3 PNT-3 PNT-3 RB-1 RB-1 RB-1 RB-1 SRF-2 ACT-1 8'-8"
137 ELECTRICAL -- -- -- -- -- -- -- -- CONC-2 -- 8'-8"
135 LAUNDRY PNT-3 PNT-3 PNT-3 PNT-3 RB-1 RB-1 RB-1 RB-1 SRF-2 PNT-4 8'-8"
140 LAUNDRY ROOM PNT-3 PNT-3 PNT-3 PNT-3 RB-1 RB-1 RB-1 RB-1 SRF-2 ACT-1 7'-6"
119 MECHANICAL -- -- -- -- -- -- -- -- CONC-1 -- 8'-8"
133 MECHANICAL -- -- -- -- -- -- -- -- CONC-1 -- 8'-8"
153 MECHANICAL -- -- -- -- -- -- -- -- CONC-1 -- 8'-8"
136 TOILET ROOM PNT-3 PNT-3 PNT-3 PNT-3 RB-1 RB-1 RB-1 RB-1 SRF-2 PNT-4 8'-8"
SECOND FLOOR
234 CENTRAL STAIR -- -- -- -- -- -- -- -- CONC-2 -- CLEAN BRICK
239 COMM ROOM PNT-3 PNT-3 PNT-3 PNT-3 RB-1 RB-1 RB-1 RB-1 CONC-2 PNT-4 8'-8"
240 CORRIDOR PNT-3 PNT-3 PNT-3 PNT-3 SRF-2 SRF-2 SRF-2 SRF-2 SRF-2 MTL-1 8'-0" CLEAN BRICK
237 ELECTRICAL -- -- -- -- -- -- -- -- CONC-2 -- 8'-8"
235 LAUNDRY PNT-3 PNT-3 PNT-3 PNT-3 RB-1 RB-1 RB-1 RB-1 SRF-2 PNT-4 8'-8"
241 LOUNGE PNT-3 PNT-3 PNT-3 PNT-3 RB-1 RB-1 RB-1 RB-1 SRF-2 ACT-1 7'-8"
219 MECHANICAL -- -- -- -- -- -- -- -- CONC-1 -- 8'-8"
233 MECHANICAL -- -- -- -- -- -- -- -- CONC-1 -- 8'-8"
254 MECHANICAL -- -- -- -- -- -- -- -- CONC-1 -- 8'-8"
236 TOILET ROOM PNT-3 PNT-3 PNT-3 PNT-3 RB-1 RB-1 RB-1 RB-1 SRF-2 PNT-4 8'-8"
THIRD FLOOR
334 CENTRAL STAIR -- -- -- -- -- -- -- -- CONC-2 -- CLEAN BRICK
340 CORRIDOR PNT-3 PNT-3 PNT-3 PNT-3 SRF-2 SRF-2 SRF-2 SRF-2 SRF-2 MTL-1 8'-0" CLEAN BRICK
337 ELECTRICAL -- -- -- -- -- -- -- -- CONC-2 -- 8'-8"
335 LAUNDRY PNT-3 PNT-3 PNT-3 PNT-3 RB-1 RB-1 RB-1 RB-1 SRF-2 PNT-4 8'-8"
341 LOUNGE PNT-3 PNT-3 PNT-3 PNT-3 RB-1 RB-1 RB-1 RB-1 SRF-2 ACT-1 7'-8"
319 MECHANICAL -- -- -- -- -- -- -- -- CONC-1 -- 8'-8"
333 MECHANICAL -- -- -- -- -- -- -- -- CONC-1 -- 8'-8"
354 MECHANICAL -- -- -- -- -- -- -- -- CONC-1 -- 8'-8"
339 STORAGE PNT-3 PNT-3 PNT-3 PNT-3 RB-1 RB-1 RB-1 RB-1 SRF-2 PNT-4 8'-8"
336 TOILET ROOM PNT-3 PNT-3 PNT-3 PNT-3 RB-1 RB-1 RB-1 RB-1 SRF-2 PNT-4 8'-8"
LEGEND OF COLORS AND FINISHES
MARK MATERIAL MANUFACTURER COLOR SIZE COMMENTS
BASE
PT-B1 PORCELAIN TILE BASE DALTILE PERSIAN GOLD 6" X 12" COVE BASE
RB-1 RUBBER BASE JOHNSONITE BURNT UMBER 63 6" HEIGHT 120'-0" COIL STACK
SRF-2 STANDARD RESINOUS EPOXY FLOORING STONEHARD
STONTEC
DAKOTA BRONZE MATCH
EXISTING BASE
HEIGHT
SMALL FLAKE
CEILING
ACT-1 ACOUSTICAL CEILING TILE --- WHITE 2'-0" X 2'-0" ---
MTL-1 METAL PANEL CEILING FABRAL REGAL WHITE --- DECOR FLUSH SOFFIT PANELS
PNT-4 GYPSUM WALLBOARD GLIDDEN CRISP LINEN 61YY
89/040
--- HORIZONTAL AND VERTICAL FACE OF SOFFITS TO HAVE SAME FINISH
PNT-4 CONCRETE GLIDDEN CRISP LINEN 61YY
89/040
--- REMOVE TEXTURE
FLOORING
CONC-1 EXPOSED CONCRETE --- --- --- CLEANED
CONC-2 SEALED CONCRETE --- CLEAR SEALER --- CLEANED, PREPARED, SEALED
GR-1 PORCELAIN FLOOR GROUT CUSTOM 122 LINEN --- --
PT-F1 PORCELAIN FLOOR TILE DALTILE ASIAN BLACK 2" X 2" ---
SRF-1 STANDARD RESINUOUS EPOXY FLOORING STONHARD STONTEC IVORY CREST --- SMALL FLAKE
SRF-2 STANDARD RESINUOUS EPOXY FLOORING STONHARD STONTEC DAKOTA BRONZE --- SMALL FLAKE
MISC.
EP-1 EXTERIOR TRIM PAINT (DOORS AND FRAMES) GLIDDEN RED BRICK --- SUBMIT SAMPLE TO ROICC FOR BASE ARCHITECT APPROVAL
PL-1 PLASTIC LAMINATE WILSONART AMBER CHERRY --- ---
SG-1 SIGNAGE BACKGROUND BESTSIGNSYSTEMS BLACK --- ---
SG-2 SIGNAGE LETTERS BESTSIGNSYSTEMS WHITE --- ---
SS-1 SOLID SURFACE VANITY TOP CORIAN SANDSTONE --- ---
SS-2 SOLID SURFACE WINDOW STOOL CORIAN SANDSTONE --- ---
SS-3 SOLID SURFACE SHOWER SHELF CORIAN ECRU --- ---
SS-4 SOLID SURFACE VANITY BOWL CORIAN CAMEO WHITE --- ---
ST-1 STAINED CASEWORK - CLOSET SHELVING GLIDDEN LIGHT MAPLE --- ---
TP-1 TRIM PAINT (DOOR FRAMES AND METAL DOORS) GLIDDEN GREY TABBY --- ---
WALLS
GR-2 PORCELAIN WALL GROUT CUSTOM 122 LINEN --- ---
PNT-1 WALL PAINT GLIDDEN CRUSHED SILK PPG
1024-3
PNT-2 WALL PAINT - ACCENT COLOR GLIDDEN LAKEFRONT BLUE 90
BG 31/124
--- SLEEPING ROOM ACCENT WALL IS BATH SIDE OF ROOM
PNT-3 WALL PAINT GLIDDEN INDIAN MUSLIN PPG
1075-2
PT-W1 PORCELAIN WALL TILE DALTILE EGPYTIAN BEIGE 6" X 6" ---
FINISH SCHEDULE - TYP SLEEPING ROOM
ROOM
NO. ROOM NAME
WALL FINISH BASE FINISH FLOOR CEILING
NOTES AND REMARKS (SEE NOTES)NORTH EAST SOUTH WEST NORTH EAST SOUTH WEST MAT. MAT. HEIGHT
101 SLEEPING ROOM PNT-1 PNT-2 PNT-1 PNT-1 RB-1 RB-1 RB-1 RB-1 SRF-1 PNT-4 8'-8" ACCENT WALL IS ON BATH SIDE OF ROOM
102 BATHROOM PT-W1 PT-W1 PT-W1 PT-W1 PT-B1 PT-B1 PT-B1 PT-B1 PT-F1 PNT-4 8'-8"
F
(FLUSH DOOR)
L
(LOUVERED DOOR)
SEE SCHED.
S E
E S
C H
E D
1'-4"
S E
E S
C H
E D
SEE SCHED.
G
(GATE)
WELD 1/8" X 1 1/2" WIDE X
6" HASP TO GATES
1/2" DIAMETER X
2'-0" LONG CANE
BOLT IN 5/8" X 12"
LONG STEEL PIPE
SLEEVE WELDED
TO INSIDE OF GATE
LEAF. PROVIDE 3"
DEEP HOLE IN
CONCRETE SILL.
O
(OVERHEAD DOOR)
S E
E S
C H
E D
U L E
SEE SCHEDULE
NL
(NARROW LIGHT)
6" 6"
SEE SCHED.
S E
E S
C H
E D
A B
2" SEE SCHED. 2"
S E
E S
C H
E D
2" SEE SCHED. 2"
S E
E S
C H
E D
S E
E S
C H
E D
2" SEE SCHED. 2"
P
S E
E S
C H
E D
2" SEE SCHED. 2"
N
S E
E S
C H
E D
S E
E S
C H
E D
S E
E S
C H
E D
2" SEE SCHED. 2"
Q
S E
E S
C H
E D
S E
E S
C H
E D
2" SEE SCHED. 2"
C
1. CONTRACTOR SHALL FIELD VERIFY ALL DOOR AND FRAME OPENINGS
PRIOR TO FABRICATION OF NEW DOORS.
2. ALL GLAZED EXTERIOR DOORS SHALL MEET STANDARDS AND
REQUIREMENTS OF UFC 4-010-01, DOD MINIMUM ANTITERRORISM
STANDARDS FOR BUILDINGS.
3. ALL DOOR LITES AND SIDELITES SHALL BE TEMPERED OR LAMINATED
GLASS. (SAFETY GLASS COMPLYING W/ CPSC 16 CFR 1201).
4. ALL NEW EXTERIOR DOORS SHALL BE INSULATED.
5. RETROFIT DOOR FRAMES CONSTRUCTED IN EXISTING WALLS SHALL BE
KNOCK DOWN FRAMES
6. DOOR FRAMES CONSTRUCTED IN NEW WALLS SHALL BE FULLY WELDED
7. ALL DOOR FRAMES SHALL BE FULLY GROUTED
HM HOLLOW METAL
WD WOOD DOOR
DOOR GENERAL NOTES DOOR MATERIAL LEGEND
108 Bentons Lodge Rd., 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 BASE
CAMP 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 843.875.3637 910.363.1640
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; OR
2. 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
CEMS ENGINEERING
P. HARRIS/ R. LEONARD
M. SMITH
M. SMITH
REPAIR BEQ HP510
DOOR SCHEDULE AND DETAILS
A-602
58 14315 MAY 2020
60024016
15153V
N40085-18-B-0042
05-18-0042
DOOR SCHEDULE
NO. TYPE
DOOR
FIRE
RATING
FRAME
HARDWARE COMMENTS
SIZE
MATERIAL FINISH
UNDER
CUT TYPE MATERIAL FINISH
DETAILS
WIDTH HEIGHT THICKNESS HEAD JAMB SILL
100A F 2'-8" 6'-8" 1 3/4" HM PAINT -- -- P HM PAINT H1 J1 S1 HW12 TRANSOM PANEL
100B F 2'-8" 6'-0" 1 3/4" HM PAINT -- 45 MIN N HM PAINT H5 J5 S4 HW13
101D F 2'-8" 6'-8" 1 3/4" HM PAINT -- 20 MIN B HM PAINT H5 J5 S2 HW2
106D F 2'-8" 6'-8" 1 3/4" HM PAINT -- 20 MIN B HM PAINT H5 J5 S2 HW2
119 F 4'-6" 7'-0" 1 3/4" HM PAINT -- -- C HM PAINT H1 J1 S1 HW15 TRANSOM LOUVER
120 F 4'-6" 7'-0" 1 3/4" HM PAINT -- -- C HM PAINT H1 J1 S1 HW4 TRANSOM LOUVER
133 F 3'-8" 7'-0" 1 3/4" HM PAINT -- -- C HM PAINT H11 J1 S1 HW4 TRANSOM LOUVER
135 F 3'-0" 6'-8" 1 3/4" HM PAINT -- 45 MIN B HM PAINT H4 J4 S2 HW5
136 F 3'-0" 6'-8" 1 3/4" HM PAINT -- -- B HM PAINT H4 J4 S2 HW6
137 F 3'-0" 6'-8" 1 3/4" HM PAINT -- 45 MIN B HM PAINT H4 J4 S2 HW7
138A NL 3'-0" 7'-0" 1 3/4" HM PAINT -- -- A HM PAINT H3 J3 S1 HW9
138B NL 3'-0" 6'-8" 1 3/4" HM PAINT -- 45 MIN B HM PAINT H8 J8 S1 HW9
138C NL 3'-0" 7'-0" 1 3/4" HM PAINT -- -- A HM PAINT H8 J8 S1 HW9
139 F 3'-0" 6'-8" 1 3/4" HM PAINT -- 45 MIN B HM PAINT H4 J4 S2 HW10
140A F 3'-0" 6'-8" 1 3/4" HM PAINT -- 45 MIN B HM PAINT H9 J9 S2 HW5
140B F 3'-0" 6'-8" 1 3/4" HM PAINT -- 45 MIN B HM PAINT H9 J9 S2 HW5
140C F 2'-6" 6'-8" 1 3/4" HM PAINT -- -- B HM PAINT H7 J7 S2 HW14
140D F 2'-6" 6'-8" 1 3/4" HM PAINT -- -- B HM PAINT H7 J7 S2 HW14
140E F 2'-6" 6'-8" 1 3/4" HM PAINT -- -- B HM PAINT H7 J5 S2 HW14
153 F 4'-6" 7'-0" 1 3/4" HM PAINT -- -- C HM PAINT H1 J1 S1 HW4 TRANSOM LOUVER
154 F 4'-6" 7'-0" 1 3/4" HM PAINT -- -- C HM PAINT H1 J1 S2 HW4 TRANSOM LOUVER
173A F 2'-8" 6'-8" 1 3/4" HM PAINT -- -- P HM PAINT H1 J1 S1 HW12 TRANSOM PANEL
173B F 2'-8" 6'-0" 1 3/4" HM PAINT -- 45 MIN N HM PAINT H5 J5 S4 HW13
200A F 2'-8" 6'-8" 1 3/4" HM PAINT -- -- P HM PAINT H1 J1 S1 HW12 TRANSOM PANEL
200B F 2'-8" 6'-0" 1 3/4" HM PAINT -- 45 MIN N HM PAINT H5 J5 S4 HW13
206D F 2'-8" 6'-8" 1 3/4" HM PAINT -- 20 MIN B HM PAINT H5 J5 S2 HW2
219 F 4'-6" 7'-0" 1 3/4" HM PAINT -- -- C HM PAINT H1 J1 S1 HW4 TRANSOM LOUVER
220 F 4'-6" 7'-0" 1 3/4" HM PAINT -- -- C HM PAINT H1 J1 S1 HW4 TRANSOM LOUVER
233 F 3'-8" 7'-0" 1 3/4" HM PAINT -- -- C HM PAINT H11 J1 S1 HW4 TRANSOM LOUVER
235 F 3'-0" 6'-8" 1 3/4" HM PAINT -- 45 MIN B HM PAINT H5 J5 S2 HW5
236 F 2'-8" 6'-8" 1 3/4" HM PAINT -- -- B HM PAINT H5 J5 S2 HW6
237 F 3'-0" 6'-8" 1 3/4" HM PAINT -- 45 MIN B HM PAINT H5 J5 S2 HW7
238A NL 3'-0" 7'-0" 1 3/4" HM PAINT -- -- A HM PAINT H1 J1 S1 HW9
238B NL 3'-0" 6'-8" 1 3/4" HM PAINT -- 45 MIN B HM PAINT H4 J4 S2 HW9
238C NL 3'-0" 7'-0" 1 3/4" HM PAINT -- -- A HM PAINT H1 J1 S1 HW9
239 F 3'-0" 6'-8" 1 3/4" HM PAINT -- 45 MIN B HM PAINT H5 J5 S2 HW7
240A F 3'-0" 6'-8" 1 3/4" HM PAINT -- 45 MIN B HM PAINT H9 J9 S2 HW5
240B F 3'-0" 6'-8" 1 3/4" HM PAINT -- 45 MIN B HM PAINT H9 J9 S2 HW5
253 F 4'-6" 7'-0" 1 3/4" HM PAINT -- -- C HM PAINT H1 J1 S1 HW4 TRANSOM LOUVER
254 F 4'-6" 7'-0" 1 3/4" HM PAINT -- -- C HM PAINT H1 J1 S1 HW4 TRANSOM LOUVER
273A F 2'-8" 6'-8" 1 3/4" HM PAINT -- -- P HM PAINT H1 J1 S1 HW12 TRANSOM PANEL
273B F 2'-8" 6'-0" 1 3/4" HM PAINT -- 45 MIN N HM PAINT H5 J5 S4 HW13
300A F 2'-8" 6'-8" 1 3/4" HM PAINT -- -- P HM PAINT H1 J1 S1 HW12 TRANSOM PANEL
300B F 2'-8" 6'-0" 1 3/4" HM PAINT -- 45 MIN N HM PAINT H5 J5 S4 HW13
306D F 2'-8" 6'-8" 1 3/4" HM PAINT -- 20 MIN B HM PAINT H5 J5 S2 HW2
319 F 4'-6" 7'-0" 1 3/4" HM PAINT -- -- C HM PAINT H1 J1 S1 HW4 TRANSOM LOUVER
320 F 4'-6" 7'-0" 1 3/4" HM PAINT -- -- C HM PAINT H1 J1 S1 HW4 TRANSOM LOUVER
333 F 3'-8" 7'-0" 1 3/4" HM PAINT -- -- C HM PAINT H11 J1 S1 HW4 TRANSOM LOUVER
335 F 3'-0" 6'-8" 1 3/4" HM PAINT -- 45 MIN B HM PAINT H5 J5 S2 HW5
336 F 2'-8" 6'-8" 1 3/4" HM PAINT -- -- B HM PAINT H5 J5 S2 HW6
337 F 3'-0" 6'-8" 1 3/4" HM PAINT -- 45 MIN B HM PAINT H5 J5 S2 HW7
338A NL 3'-0" 7'-0" 1 3/4" HM PAINT -- -- A HM PAINT H1 J1 S1 HW9
338B NL 3'-0" 6'-8" 1 3/4" HM PAINT -- 45 MIN B HM PAINT H4 J4 S2 HW9
338C NL 3'-0" 7'-0" 1 3/4" HM PAINT -- -- A HM PAINT H1 J1 S1 HW9
339 F 3'-0" 6'-8" 1 3/4" HM PAINT -- 45 MIN B HM PAINT H5 J5 S2 HW7
340A F 3'-0" 6'-8" 1 3/4" HM PAINT -- 45 MIN B HM PAINT H5 J5 S2 HW5
340B F 3'-0" 6'-8" 1 3/4" HM PAINT -- 45 MIN B HM PAINT H5 J5 S2 HW5
353 F 4'-6" 7'-0" 1 3/4" HM PAINT -- -- C HM PAINT H1 J1 S1 HW4 TRANSOM LOUVER
354 F 4'-6" 7'-0" 1 3/4" HM PAINT -- -- C HM PAINT H1 J1 S1 HW4 TRANSOM LOUVER
373A F 2'-8" 6'-8" 1 3/4" HM PAINT -- -- P HM PAINT H1 J1 S1 HW12 TRANSOM PANEL
373B F 2'-8" 6'-0" 1 3/4" HM PAINT -- 45 MIN N HM PAINT H5 J5 S4 HW13
400A F 3'-0" 6'-8" 1 3/4" WD PAINT -- -- B WD PAINT H12 J12 S2 HW16
400B F 3'-0" 6'-8" 1 3/4" WD PAINT -- -- B WD PAINT H12 J12 S2 HW16
400C F 3'-0" 6'-8" 1 3/4" WD PAINT -- -- B WD PAINT H12 J12 S2 HW16
400D F 3'-0" 6'-8" 1 3/4" WD PAINT -- -- B WD PAINT H12 J12 S2 HW16
400E F 3'-0" 6'-8" 1 3/4" WD PAINT -- B WD PAINT H12 J12 S2 HW16
400F F 3'-0" 6'-8" 1 3/4" WD PAINT -- -- B WD PAINT H12 J12 S2 HW16
400G F 3'-0" 6'-8" 1 3/4" WD PAINT -- -- B WD PAINT H12 J12 S2 HW16
501A O 8'-0" 8'-8" 1" STL PRE-FINISHED -- -- -- STL PAINT H13 J13 -- -- COILING DOOR
501B F 3'-0" 7'-0" 1 3/4" HM PAINT -- -- A HM PAINT H14 J14 S1 HW9
SCALE: NOT TO SCALE
DOOR TYPES
SCALE: NOT TO SCALE
FRAME TYPES
DOOR SCHEDULE - TYP SLEEPING ROOM
NO. TYPE
DOOR
FIRE
RATING
FRAME
HARDWARE COMMENTS
SIZE
MATERIAL FINISH
UNDER
CUT TYPE MATERIAL FINISH
DETAILS
WIDTH HEIGHT THICKNESS HEAD JAMB SILL
107A F 3'-0" 7'-0" 1 3/4" HM PAINT -- A HM PAINT H2 J2 S1 HW1 (SLEEPING ROOM)
107B L 2'-4" 6'-8" 1 3/4" HM PAINT -- -- B HM PAINT H6 J6 S2 HW3 (CLOSET)
107C L 2'-4" 6'-8" 1 3/4" HM PAINT -- -- B HM PAINT H6 J6 S2 HW3 (CLOSET)
108A F 2'-0" 6'-8" 1 3/4" HM PAINT -- -- B HM PAINT H5 J10 S3 HW2 (BATHROOM)
108B F 2'-0" 6'-8" 1 3/4" HM PAINT -- -- B HM PAINT H5 J10 S3 HW2 (BATHROOM)
HM FRAME - PAINT
(SEE DOOR SCHEDULE)
GROUT SOLID
EXISTING CMU - PAINT
(SEE FINISH SCHEDULE)
± 7 5/8"
EXISTING BRICK
8 3/4"
EXISTING STEEL
ANGLE LINTEL -
PREP AND PAINT
SEALANT; TYP.
EACH SIDE
HM FRAME - PAINT
(SEE DOOR SCHEDULE)
GROUT SOLID
EXISTING CMU - PAINT
(SEE FINISH SCHEDULE)
FRAME SIZE TABLE
CMU SIZE FRAME SIZE
4" 4 3/4"
6" 6 3/4"
8" 8 3/4"
12" 10 3/4"
SEE TABLE
SEE TABLE
SEALANT; TYP.
EACH SIDE
R-13 BATT INSULATION
5/8" GYP. BOARD
METAL STUD FRAMING
SEALANT; TYP.
EACH SIDE
FRP ON INTERIOR SIDE
HM FRAME - PAINT
(SEE DOOR SCHEDULE)
5 7/8"
5"
SEALANT; TYP.
EACH SIDE
EXISTING BRICK
NOTE: CORRIDOR WALLS AT
SECOND AND THIRD FLOORS ARE
CMU INSTEAD OF BRICK MASONRY.
GROUT SOLID
/4
2"
HM FRAME: WRAP AROUND
EXISTING CMU WHERE EXISTING
FRAME HAS BEEN REMOVED AND
PROVIDE RETROFIT JAMB
ANCHORS W/ EXPANDING
FASTENERS
COUNTERSINK RETROFIT
EXPANSION ANCHOR BOLT
HEADS. FILL WITH AUTOMOTIVE
BODY FILLER GRIND SMOOTH
AND FLUSH, PREP FOR PAINT
EXISTING CMU - PAINT
(SEE FINISH SCHEDULE)
HM FRAME - PAINT
(SEE DOOR SCHEDULE)
/4
EXISTING
BRICK 2"
/8
COUNTERSINK RETROFIT
EXPANSION ANCHOR
BOLT HEADS. FILL WITH
AUTOMOTIVE BODY
FILLER GRIND SMOOTH
AND FLUSH, PREP FOR
PAINT
EXISTING CMU - PAINT
(SEE FINISH SCHEDULE)
GROUT SOLID
SEALANT; TYP.
EACH SIDE
EXISTING CMU - PAINT
(SEE FINISH SCHEDULE)
/8
HM FRAME - PAINT
(SEE DOOR SCHEDULE)
GROUT SOLID
S E
E T
A B
L E
FRAME SIZE TABLE
CMU SIZE FRAME SIZE
4" 4 3/4"
6" 6 3/4"
8" 8 3/4"
12" 10 3/4"
S E
E T
A B
L E
SEALANT; TYP.
EACH SIDE
2"
COUNTERSINK RETROFIT
EXPANSION ANCHOR BOLT
HEADS. FILL WITH AUTOMOTIVE
BODY FILLER GRIND SMOOTH
AND FLUSH, PREP FOR PAINT
2"
R-13 BATT INSULATION
5/8" GYP. BOARD EACH SIDE
METAL STUD FRAMING
SEALANT; TYP.
EACH SIDE
HM FRAME - PAINT
(SEE DOOR SCHEDULE)
JAMB ANCHORS; MIN
3 PER JAMB
FRP ON INTERIOR SIDE
/8
EXISTING CMU
EXISTING
BRICK
/4
SEE FINISH SCHEDULE
FOR FINISHES
GROUT SOLID
2"
HM FRAME -
PAINT (SEE
DOOR
SCHEDULE)
SEALANT; TYP.
EACH SIDE
COUNTERSINK
RETROFIT EXPANSION
ANCHOR BOLT
HEADS. FILL WITH
AUTOMOTIVE BODY
FILLER GRIND
SMOOTH AND FLUSH,
PREP FOR PAINT
CMU MATCH EXISTING
HM FRAME - PAINT
(SEE DOOR
SCHEDULE)
BRICK MATCH
EXISTING
SEALANT; TYP.
EACH SIDE
/4
SEE FINISH
SCHEDULE FOR
FINISHES
GROUT SOLID
T-ANCHOR
2"
EXISTING
BRICK
/4
GROUT SOLID
2"
EXISTING CMU
HM FRAME - PAINT
(SEE DOOR SCHEDULE)
SEALANT; TYP. EACH SIDE
EXISTING BRICK
COUNTERSINK RETROFIT
EXPANSION ANCHOR
BOLT HEADS. FILL WITH
AUTOMOTIVE BODY
FILLER GRIND SMOOTH
AND FLUSH, PREP FOR
PAINT
4" CMU - PAINT
(SEE FINISH SCHEDULE)
SEALANT; TYP.
BOTH SIDES
/4
GROUT SOLID
HM FRAME - PAINT
(SEE DOOR SCHEDULE)
2"
4" CMU LINTEL -
SEE STRUCTURAL
5/8" GYPSUM SOFFIT
3 5/8"
SEALANT; TYP.
BOTH SIDES
4 3/4" GROUT SOLID
PAINT BOTH SIDES
(SEE FINISH SCHEDULE)
HM FRAME - PAINT
(SEE DOOR SCHEDULE)
SEALANT; TYP
EACH SIDE
EXISTING BRICK WALL
PROVIDE NEW STEEL FRAME:
WRAP AROUND EXISTING
CMU WHERE EXISTING FRAME
HAS BEEN REMOVED AND
PROVIDE RETROFIT JAMB
ANCHORS W/ EXPANDING
FASTENERS, (4 PER JAMB)
GROUT SOLID
STEEL ANGLE LENTIL -
SEE STRUCTURAL
± 8"
9"
SEALANT; TYP
EACH SIDE
EXISTING BRICK WALL
PROVIDE NEW STEEL FRAME:
WRAP AROUND EXISTING
CMU WHERE EXISTING FRAME
HAS BEEN REMOVED AND
PROVIDE RETROFIT JAMB
ANCHORS W/ EXPANDING
FASTENERS, (4 PER JAMB)
2"
GROUT SOLID
COUNTERSINK RETROFIT
EXPANSION ANCHOR BOLT
HEADS. FILL WITH
AUTOMOTIVE BODY FILLER
GRIND SMOOTH AND
FLUSH, PREP FOR PAINT
COUNTERSINK RETROFIT
EXPANSION ANCHOR BOLT
HEADS. FILL WITH AUTOMOTIVE
BODY FILLER, GRIND SMOOTH
AND FLUSH, PREP FOR PAINT
EXISTING CMU - PAINT
(SEE FINISH SCHEDULE)
HM FRAME - PAINT
GROUT SOLID
2"
/8
/4
EXISTING CMU - PAINT
(SEE FINISH SCHEDULE)
HM FRAME - PAINT
GROUT SOLID
5 3/4"
5 5/8"
EXISTING BRICK
HM FRAME - PAINT
EXISTING CMU
EXISTING STEEL
ANGLE LINTEL -
PREP AND PAINT
SEALANT; TYP. EACH SIDE
2" 11 3/4"
± 1'-2"
GROUT SOLID
RAIN DRIP
CAP
BRICK MATCH
EXISTING
HM FRAME - PAINT
1 1/2" RIGID INSULATION
STEEL ANGLE
LINTEL - PAINT
(SEE STRUCTURAL)
SEALANT; TYP. EACH SIDE
3" 9 3/4"
8" BOND BEAM
± 1'-2"
GROUT SOLID
RAIN DRIP
CAP
GROUT BARRIER
EXISTING BRICK
HM FRAME - PAINT
(SEE DOOR SCHEDULE)
EXISTING CMU
EXISTING
STEEL ANGLE
LINTEL - PREP
AND PAINT
SEALANT; TYP. EACH SIDE
2" 11 3/4"
± 1'-2"
EXISTING BRICK
GROUT SOLID
RAIN DRIP
CAP
SEALANT; TYP.
EACH SIDE
EXISTING BRICK
HM FRAME - PAINT
NOTE: CORRIDOR WALLS AT
SECOND AND THIRD FLOORS ARE
CMU INSTEAD OF BRICK MASONRY.
GROUT SOLID
EXISTING CMU - PAINT
(SEE FINISH SCHEDULE)
8 3/4"
± 1'-0"
GRAPHIC SCALE
6"6"
SCALE: 3"=1'-0"
04 2
108 Bentons Lodge Rd., 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 BASE
CAMP 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 843.875.3637 910.363.1640
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; OR
2. 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
CEMS ENGINEERING
P. HARRIS/ R. LEONARD
M. SMITH
M. SMITH
REPAIR BEQ HP510
DOOR DETAILS
A-603
59 14315 MAY 2020
60024017
15153V
N40085-18-B-0042
05-18-0042
SCALE: 3" = 1'-0"H4
HEAD DETAIL
SCALE: 3" = 1'-0"H5
HEAD DETAIL
SCALE: 3" = 1'-0"H7
HEAD DETAIL
SCALE: 3" = 1'-0"J9
JAMB DETAIL
SCALE: 3" = 1'-0"J4
JAMB DETAIL
SCALE: 3" = 1'-0"J5
JAMB DETAIL
SCALE: 3" = 1'-0"J7
JAMB DETAIL
SCALE: 3" = 1'-0"J1
JAMB DETAIL
SCALE: 3" = 1'-0"J2
JAMB DETAIL
SCALE: 3" = 1'-0"J3
JAMB DETAIL
SCALE: 3" = 1'-0"J6
JAMB DETAIL
SCALE: 3" = 1'-0"H6
HEAD DETAIL
SCALE: 3" = 1'-0"H8
HEAD DETAIL
SCALE: 3" = 1'-0"J8
JAMB DETAIL
SCALE: 3" = 1'-0"J10
JAMB DETAIL
SCALE: 3" = 1'-0"H10
HEAD DETAIL
SCALE: 3" = 1'-0"H1
HEAD DETAIL
SCALE: 3" = 1'-0"H2
HEAD DETAIL
SCALE: 3" = 1'-0"H3
HEAD DETAIL
SCALE: 3" = 1'-0"H9
HEAD DETAIL
/4
(1
/2
M A
X
ALUMINUM THRESHOLD
SET IN A BED OF SEALANT
DOOR AND FRAME AS
SCHEDULED
FLOOR FINISH - SEE
FINISH SCHEDULE
CONT. WEATHER SEAL
A .F
.F
/4
M
A X
DOOR AND FRAME AS
SCHEDULED
NO TRANSITION
DOOR AND FRAME AS
SCHEDULED
PORCELAIN TILE
SCHLUTER SCHIENE
CENTERED UNDER DOOR
RESINOUS FLOORING
DOOR AND FRAME AS
SCHEDULED
EXISTING CMU
CURB
SEE TABLE
SEE TABLE
FRAME SIZE TABLE
CMU SIZE FRAME SIZE
4" 4 3/4"
6" 6 3/4"
8" 8 3/4"
12" 10 3/4"
RIGID
INSULATION
AIRSPACE
4" BRICK
FLASHING
FULL OPEN
HEAD WEEP
HOLES @ 24"
O.C.
LINTEL - SEE
STRUCTURAL
8" CMU
GROUT SOLID
8 3/4"
BOND BEAM -
SEE STRUCTURAL
SEALANT; TYP. EACH SIDE
STEEL FRAME - PAINT
(SEE DOOR SCHEDULE)
1'-3 1/2"
RAIN DRIP
CAP
ROOF TRUSS, SEE STRUCTURAL
3/4" PLYWOOD DRAFT STOP
PROVIDE WOOD BLOCKING
WOOD JAMB AND CASING
DOOR; AS SCHEDULED
4"
SEALANT
5"
ROOF TRUSS, SEE STRUCTURAL
3/4" PLYWOOD DRAFT STOP
PROVIDE WOOD BLOCKING
WOOD JAMB AND CASING
DOOR; AS SCHEDULED2"
SEALANT
STEEL FRAME - PAINT
(SEE DOOR SCHEDULE)
4" BRICK
RIGID INSULATION
SEALANT; TYP.
EACH SIDE
/2
/4
8" CMU
2"
GROUT SOLID
T-ANCHOR
COILING ROLL-UP DOOR.
REFER TO MANUFACTURER
RECOMMENDATIONS FOR
MOUNTING REQUIREMENTS
CMU WALL
COILING DOOR AND TRACK
ASSEMBLY
8'-8"
10'-8"
ROOF STRUCTURE -
SEE STRUCTURAL
EXPANSION BOLTS -
SEE STRUCTURAL
BENT PLATE -
SEE STRUCTURAL
RIGID
INSULATION
AIRSPACE
4" BRICK
FLASHING
FULL OPEN
HEAD WEEP
HOLES @ 24"
O.C.
CMU LINTEL -
SEE STRUCTURAL
CMU BOND BEAM -
SEE STRUCTURAL COILING DOOR AND
TRACK ASSEMBLY
EXISTING BRICK
HM FRAME - PAINT
(SEE DOOR SCHEDULE)
EXISTING CMU
EXISTING STEEL
ANGLE LINTEL -
PREP AND PAINT
SEALANT; TYP. EACH SIDE
2" 11 3/4"
SEE FINISH SCHEDULE
FOR FINISHES
± 1'-2"
GROUT SOLID
S E
E S
C H
E D
RAIN DRIP
CAP
WELDED FIXED HM DOOR
PANEL OR LOUVER
(SEE DOOR SCHEDULE)
GRAPHIC SCALE
6"6"
SCALE: 3"=1'-0"
04 2
108 Bentons Lodge Rd., 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 BASE
CAMP 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 843.875.3637 910.363.1640
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; OR
2. 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
CEMS ENGINEERING
P. HARRIS/ R. LEONARD
M. SMITH
M. SMITH
REPAIR BEQ HP510
DOOR DETAILS
A-604
60 14315 MAY 2020
60024018
15153V
N40085-18-B-0042
05-18-0042
SCALE: 3" = 1'-0"S1
SILL DETAIL
SCALE: 3" = 1'-0"S2
SILL DETAIL
SCALE: 3" = 1'-0"S3
SILL DETAIL
SCALE: 3" = 1'-0"S4
SILL DETAIL
SCALE: 3" = 1'-0"H14
HEAD DETAIL
SCALE: 3" = 1'-0"H12
HEAD DETAIL
SCALE: 3" = 1'-0"J12
JAMB DETAIL
SCALE: 3" = 1'-0"J14
JAMB DETAIL
SCALE: 3" = 1'-0"H13
HEAD DETAIL
SCALE: 3" = 1'-0"J13
JAMB DETAIL
SCALE: 3" = 1'-0"H11
TRANSOM HEAD DETAIL
3'-4"
A AND B
1. CONTRACTOR SHALL FIELD VERIFY ALL WINDOW OPENINGS
AND HEIGHTS PRIOR TO FABRICATION.
2. ALL INTERIOR WINDOWS SHALL BE HOLLOW METAL WITH
TEMPERED GLASS.
8" CMU
1" INSULATED
LAMINATED GLAZING
SEALANT; TYP.
EACH SIDE
SILL PAN VERTICAL
END DAM TURNED
UP AND SEALED
/4
/4
NOTE: JAMB ANCHOR
DESIGN IS BY GC. SEE
WINDOW SPECS
8" CMU
CLEAR SILICONE
SEALANT
SOLID SURFACE WINDOW SILL
SET IN FULL BED OF MASTIC
5" 3 1/4" 5 3/4"
SEAL FRAME TO
INSIDE BACK LIP OF
SILL PAN. DO NOT
SEAL FRONT
SILL PAN SET
IN FULL BED
OF MASTIC.
TURN UP END
DAMS AT JAMB
BRICK VENEER
AIRSPACE
LOUVER
RIGID INSULATION
LINTEL - PAINT
FLASHING
SEALANT; TYP. EACH SIDE
FULL OPEN HEAD
WEEP AT 24" O.C.
5" 4" 5"
GROUT BARRIER
RECONSTRUCT JAMB
W/ 8" CMU
SEALANT
SEALANT; TYP.
EACH SIDE
RECONSTRUCT
JAMB RETURN W/
SALVAGED BRICK
TO MATCH
BRICK VENEER
AIRSPACE
8" SOLID CMU
SILL
RIGID INSULATION
FLASHING
CLEAR SILICONE
SEALANT
SEAL FRAME TO
INSIDE BACK LIP OF
SILL PAN. DO NOT
SEAL FRONT
SILL PAN SET
IN FULL BED
OF MASTIC.
TURN UP END
DAMS AT JAMB
RECONSTRUCT SILL
W/ SALVAGED BRICK
TO MATCH
5" 4" 5"
ALUMINUM
WINDOW FRAMELINTEL - PAINT
SEALANT; TYP. EACH SIDE
1" INSULATED
LAMINATED GLAZING5" 3 1/4" 5 3/4"
GRAPHIC SCALE
6"6"
SCALE: 3"=1'-0"
04 2
WINDOW GENERAL NOTES
108 Bentons Lodge Rd., Summerville, SC, 29485
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