Transcript
LETTER AND NUMBER DESIGNATOR FOR GRID COORDINATE
COMPACTED FILL
NEW DOOR
D
ONE OR TWO CHARACTER DISCIPLINE DESIGNATOR (MAY NOT BE PRESENT IF CALLOUT AND TITLE ARE ON DRAWINGS WITHIN THE SAME DISCIPLINE)
NEW WALL (RE: PARTITION TYPE)
A# G-000 SIM
GRAVEL ROOM NAME 101
ROOM NAME ROOM NUMBER GRASS
DRAWING SEQUENCE NUMBER INDICATES WHERE TITLE IS LOCATED (MAY NOT BE PRESENT IF CALLOUT AND TITLE ARE ON THE SAME DRAWING)
1i
SECTION CALLOUT EXAMPLE:
PARTITION TYPE
888W
DOOR NUMBER
CW01
WINDOW WALL TYPE
CW01
CURTAIN WALL TYPE
00
A# G-000
L1
FACE BRICK
MASONRY
GLAZING TYPE
CONCRETE MASONRY UNIT
LOUVER TAG
GRID BUBBLE AND LINE
1
DETAIL CALLOUT EXAMPLE:
C UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
TERRAZZO
BD BITUM BLDG BLKG BO BTWN
-BBOARD BITUMINOUS BUILDING BLOCKING BOTTOM OF, AS IN "BO STEEL" BETWEEN
CAB CCTV CFCI CID CJ CL CLG CLR CMU CO COL COMM CONC CONSTR CONT CONTR COORD CORR CU °C
-CCABINET CLOSED CIRCUIT TELEVISION CONTRACTOR FURNISHED, CONTRACTOR INSTALLED COMPREHENSIVE INTERIOR DESIGN CONTROL JOINT, CONSTRUCTION JOINT CENTER LINE CEILING CLEAR CONCRETE MASONRY UNIT CLEANOUT COLUMN COMMUNICATION CONCRETE CONSTRUCTION CONTINUOUS CONTRACT, CONTRACTOR COORDINATE CORRUGATED OR CORRIDOR CUBIC CELSIUS
DBL DEMO DESCR DET DIA DIAG DIM DN DR DS DWG
-DDOUBLE DEMOLITION DESCRIPTION DETAIL DIAMETER DIAGONAL DIMENSION DOWN DOOR DOWNSPOUT DRAWING
E EA EF EJ EL ELAST ELEC ELEV EQ EQUIP ETC EW EWC EXH EXIST EXP EXT
-EEAST EACH EXHAUST FAN EXPANSION JOINT ELEVATION, AS IN HEIGHT ELASTOMERIC ELECTRIC / ELECTRICAL ELEVATOR, OR ELEVATION AS IN NORTH ELEV EQUAL EQUIPMENT AND SO FORTH (ETCETERA) EACH WAY ELECTRIC WATER COOLER EXHAUST EXISTING EXPANSION EXTERIOR
FD FDN FE FEC FF FF&E FIN FLR FT °F
-FFLOOR DRAIN FOUNDATION FIRE EXTINGUISHER WITH WALL BRACKET FIRE EXTINGUISHER CABINET FINISH FLOOR FURNITURE, FIXTURES & EQUIPMENT FINISHED, FINISH FLOOR FEET / FOOT FAHRENHEIT
GA GALV GYP GYP BD
-GGAUGE GALVANIZED GYPSUM GYPSUM BOARD
H HD HDWR HM HORIZ HT HVAC
-HHIGH HAND HARDWARE HOLLOW METAL HORIZONTAL HEIGHT HEATING, VENTILATION & AIR CONDITIONING
ID IN INSUL INT
-IINSIDE DIAMETER INCH INSULATION INTERIOR
APPR
L LAB LAT LAV LB or # LH LONG LVR
-LLEFT, LONG, LENGTH LABORATORY LATITUDE LAVATORY POUND LEFT HAND LONGITUDE LOUVER
M MACH MAINT MAS MATL MAX MECH MFR MIN MISC MM MO MTD MTL
-MMETER MACHINE MAINTENANCE MASONRY MATERIAL MAXIMUM MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MILLIMETER MASONRY OPENING MOUNTED METAL
N N/A NIC NO NOM NTP NTS
-NNORTH NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOTICE TO PROCEED NOT TO SCALE
OC OD OFF OPNG OPP
-OON CENTER OUTSIDE DIAMETER OFFICE OPENING OPPOSITE
PA PERIM PKG PL PLMB PLYWD PROJ PSF PSI PVC
-PPUBLIC ADDRESS PERIMETER PACKAGE PLATE PLUMBING PLYWOOD PROJECT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POLYVINYL CHLORIDE
D
N
W
LTH O F EA
V
JAMIE M. DUBBE
NI A GI IR
CONCRETE
Lic. No.014772 AR CH
IT
C
EC T SEAL
A# A-201
A# A-101 A# A# INTERIOR
SAND, PLASTER, OR PORTLAND CEMENT
EXTERIOR
PLAN TITLE EXAMPLE:
STEEL OR FERROUS METALS
DEMOLITION/EXISTING PLAN LEGEND
PLAN NORTH
VIEW NAME
B
SCALE: 1/8" = 1'-0"
ALUMINUM OR NON-FERROUS METALS
EXISTING DOOR
FINISHED WOOD
SECTION, DETAIL, AND ELEVATION TITLE EXAMPLE:
XX
DOOR TO BE REMOVED
VIEW NAME
PARTICLE BOARD
SCALE: 1/8" = 1'-0"
EXISTING WALL
VIEW NAME
1 R101
GLUED-LAMINATED WOOD
WALL TO BE REMOVED
SCALE: 1/8" = 1'-0" N
PLASTIC LAMINATE
AREA OF DEMOLITION
NORTH ARROW EXAMPLE: PLAN NORTH
BATT INSULATION
BUILDING
METAL STUD WALL
CIVIL/SITE
A GRAPHIC SCALE EXAMPLE: REVDATE: 2/14/2016 4:29:39 PM
BACKER ROD AND SEALANT
GRAPHIC SCALE: 0'
4'
8'
DIMENSION LUMBER
16'
1/8" =1'-0"
JAN
1
2
3
-JJANITOR'S CLOSET
4
A/E INFO APPROVED
R R/A RCP RD RECP REFER REINF REQ'D REV RO
-RRADIUS RETURN AIR REFLECTIVE CEILING PLAN ROOF DRAIN RECEPTACLE REFERENCE REINFORCED REQUIRED REVISION ROUGH OPENING
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
SATISFACTORY TO DATE DES
DRW
JMD
CHK
ABC
EV
PROJECT MANAGER IPT TECH. BRANCH HEAD
LAS 02/16/16
CHIEF ENG/ARCH
S S/A SCHED SECT SF SID SIM SPEC SQ STC STD STOR STRUCT SUPP SUSP SYS
-SSOUTH SUPPLY AIR SCHEDULE SECTION SQUARE FOOT STRUCTURAL INTERIOR DESIGN SIMILAR SPECIFICATION SQUARE, AS IN "SQ FT" SOUND TRANSMISSION COEFFICIENT STANDARD STORAGE STRUCTURAL SUPPORT SUSPENDED SYSTEM
TD TECH THRU TLT TO TYP
-TTRENCH DRAIN TECHNICAL THROUGH TOILET TOP OF, AS IN "TO STEEL" TYPICAL
UL UNO UTIL
-UUNDERWRITERS LABORATORY UNLESS NOTED OTHERWISE UTILITY
VENT VERT VOL
-VVENTILATE, VENTILATOR VERTICAL VOLUME
W W/ W/O WC WD WH WT
-WWEST, WIDTH WITH WITHOUT WATER CLOSET WOOD WATER HEATER WEIGHT
B
SCALE: EPROJECT NO.
LEGEND & ABBREVIATIONS
GROUT OR GYPSUM BOARD
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
PHOTO LOCATOR
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
VIRGINIA BEACH, VIRGNIA
ELEVATION CALLOUT EXAMPLE: A#
PLYWOOD
CEILING HEIGHT TAG
NAS OCEANA-DAM NECK ANNEX
1' - 0" A.F.F.
FURNITURE SYSTEM TAG
NAVAL STATION NORFOLK
WORK W101
A# G-000 SIM
IPT-HAMPTON ROADS
RIGID INSULATION
NAVAL FACILITIES ENGINEERING COMMAND
TOILET ACCESSORY TAG
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
T1
DEPARTMENT OF THE NAVY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
-AARCHITECT/ENGINEER ACOUSTICAL ADDITION ADJACENT, ADJUSTABLE ABOVE FINISH FLOOR AUTHORITY HAVING JURISDICTION ALTERNATE ALUMINUM APPROXIMATE ARCHITECTURE, ARCHITECT
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
12712825 SHEET
59
OF
296
A-001
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNDISTURBED EARTH
A/E ACOUST ADD ADJ AFF AHJ ALT ALUM APPROX ARCH
DATE
ABBREVIATIONS
PLAN LEGEND:
SECTION, DETAIL, AND ELEVATION SYMBOL IDENTIFIERS:
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
DESCRIPTION
MATERIAL SYMBOLS
5
SYM
PLAN LEGEND
4
O
CALL OUT IDENTIFICATION
3
M
2
COM
1
1.
28. 29. 30. 31. 32.
34.
35. 36.
37. 38.
39. 40. 41. 42. 43. 44. 45. 46. 47
13. 14. 15. 16. 17. 18.
DATE DESCRIPTION SYM
N
W
LTH O F EA
V
O
12.
JAMIE M. DUBBE
Lic. No.014772 AR CH
IT
C
EC T SEAL
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
A/E INFO APPROVED
FOR COMMANDER NAVFAC / B.L.T.L.
IMPORTANT NOTE REGARDING HAZARDOUS MATERIALS: THE BUILDING WAS TESTED FOR HAZARDOUS CONTAINING MATERIALS REFER TO HAZMAT REPORT LOCATED IN SPECIFICATION SECTION 02 86 01 AS WELL AS SECTIONS 02 82 13.00 10 AND 02 82 16.00 20.
ACTIVITY
SATISFACTORY TO DATE DES
DRW
JMD
ABC
CHK
EV
PROJECT MANAGER IPT TECH. BRANCH HEAD
LAS 02/16/16
CHIEF ENG/ARCH
B
SCALE: EPROJECT NO.
GENERAL NOTES
27.
11.
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
26.
10.
VIRGINIA BEACH, VIRGNIA
25.
9.
NAS OCEANA-DAM NECK ANNEX
24.
33.
A REVDATE: 2/14/2016 4:29:42 PM
21. 22. 23.
8.
NAVAL STATION NORFOLK
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
B
18. 19. 20.
7.
NI A GI IR
17.
6.
IPT-HAMPTON ROADS
15. 16.
5.
D
M
13. 14.
4.
COM
9. 10. 11. 12.
3.
EXISTING CONDITIONS SHOWN ON DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY AND DO NOT SHOW ALL CONDITIONS THAT MAY AFFECT THE WORK OF THIS CONTRACT. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. REFER TO ALL ARCHITECTURAL, PLUMBING, MECHANICAL, ELECTRICAL, AND STRUCTURAL DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION AND COORDINATION. ALL DEMOLITION WORK SHALL COMPLY WITH APPLICABLE BUILDING CODE AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS, ORDINANCES, AND REGULATIONS. SEE CODE SUMMARY SHEET FOR APPLICABLE BUILDING CODE. EXISTING WALLS SHOWN GRAPHICALLY WITH SOLID LINES TO REMAIN. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN AND PREPARE SURFACES TO RECEIVE NEW CONSTRUCTION OR FINISHES. ALL DEMOLISHED MATERIALS SHALL BE LEGALLY DISPOSED OF PROMPTLY. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON SITE. NO BURNING IS ALLOWED. PROTECT ALL ADJACENT AREAS FROM THE DEMOLITION. REPAIR OR REPLACE, AT NO COST TO THE OWNER, ALL AREAS OR ITEMS DAMAGED DURING THE DEMOLITION. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICT WITH THE INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, DETERMINE THE NATURE AND EXTENT OF THE CONFLICT AND NOTIFY THE CONTRACT OFFICER IMMEDIATELY FOR RESOLUTION. ALL WORK MUST BE COORDINATED WITH THE CONTRACT OFFICER WITH REGARD TO SCHEDULE AND DISRUPTION OF BUSINESS OPERATIONS. ALL FURNITURE WILL BE REMOVED OR RELOCATED BY THE OWNER AS NECESSARY PRIOR TO THE DEMOLITION WORK OF THIS PROJECT. CARE SHOULD BE MADE TO KEEP DUST AND NOISE FROM DEMOLITION ACTIVITIES FROM THE OTHER PORTIONS AND FLOORS OF THE BUILDING. ERECT AND MAINTAIN DUSTPROOF PARTITIONS. COVER AND PROTECT FURNITURE, FURNISHINGS AND EQUIPMENT THAT HAVE NOT BEEN REMOVED. PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDING AREAS TO REMAIN. REMOVE ALL FLOOR FINISHES AS SCHEDULED FROM ALL AREAS TO BE REMODELED. FLOOR MUST BE FREE OF DUST, DIRT, OIL, GREASE, PAINT, WAX OR ANY DEBRIS THAT COULD AFFECT ADHESION OF FINISHES TO THE FLOOR DURING BUILD-BACK PHASE. PRIOR TO BEGINNING ANY WORK, NOTIFY OWNER OF ANY EXISTING MATERIALS OBSERVED TO POSSIBLY CONTAIN ASBESTOS. REMOVE ABANDONED PIPE, DUCTS, CONDUITS, AND EQUIPMENT INCLUDING THOSE ABOVE ACCESSIBLE CEILINGS BACK TO THE SOURCE OF SUPPLY WHERE POSSIBLE. WHERE NOT POSSIBLE CAP, STUB, AND TAG WITH IDENTIFICATION. PATCH HOLES LEFT BY REMOVAL USING MATERIALS SPECIFIED FOR NEW CONSTRUCTION. REMOVE EXISTING WORK AS INDICATED AND AS REQUIRED TO ACCOMPLISH NEW WORK. WHERE EXISTING FINISHED SURFACES ARE CUT SO THAT A SMOOTH TRANSITION WITH NEW WORK IS NOT POSSIBLE, TERMINATE EXISTING SURFACE ALONG A STRAIGHT LINE AT A NATURAL LINE OF DIVISION AND MAKE RECOMMENDATION TO CONTRACTING OFFICER. PROTECT EXISTING WORK TO REMAIN. PERFORM CUTTING TO ACCOMPLISH REMOVALS NEATLY AND AS SPECIFIED FOR CUTTING NEW WORK. REPAIR ADJACENT CONSTRUCTION AND FINISH DAMAGED DURING REMOVAL WORK. PATCH AS SPECIFIED FOR PATCHING NEW WORK. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXTENT, NATURE, AND SCOPE OF WORK DESCRIBED IN THE CONTRACT DOCUMENTS AND COORDINATING WITH THE CONTRACTING OFFICER THE INTERFACING OF THE EXISTING BUILDING AND THE WORK SHOWN AND DESCRIBED IN THESE CONTRACT DOCUMENTS. ALL "EXISTING" INFORMATION ON THE CONTRACT DOCUMENTS HAS BEEN OBTAINED FROM A PREVIOUS SET OF DRAWINGS, OR FROM FIELD INVESTIGATION AND SUCH "EXISTING" INFORMATION SHALL BE FIELD VERIFIED BY ALL CONTRACTORS.
NAVAL FACILITIES ENGINEERING COMMAND
6. 7. 8.
2.
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
DEPARTMENT OF THE NAVY
5.
ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AS LISTED OR REFERENCED ON LIFE SAFETY PLAN AND LIFE SAFETY CRITERIA OR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. FOR ARCHITECTURAL MATERIAL LEGEND,AND ABBREVIATIONS REFER TO SHEET A-001. DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DETAILS OR PLANS SHALL GOVERN OVER SMALL SCALE DETAILS OR PLANS. DO NOT SCALE DRAWINGS. REFERENCE LIFE SAFETY DRAWINGS FOR FIRE RATED WALL LOCATIONS. ALL FIRE RATED WALLS AND SMOKE PARTITIONS ARE CONTINUOUS ACROSS ALL DOOR OPENINGS. ALL FLOORS SHALL BE INSPECTED FOR DAMAGE, WARPING OR OTHER NOTICEABLE DEVIATIONS AND PATCHED AND LEVELED PRIOR TO COVERING WITH FLOOR FINISHES, INSTALLATION OF ACCESS FLOOR SYSTEM, OR ERECTION AND INSTALLATION OF COLD-FORMED FRAMING. FOR PARTITION TYPES CONSTRUCTION AND DESCRIPTION REFER TO PARTITION TYPES SHEET. ANY MANUFACTURER'S OR BRAND NAME PRODUCTS INDICATED OR SPECIFIED ARE DONE SO TO ESTABLISH A MINIMUM LEVEL OF QUALITY. ALL CONSTRUCTION SHALL MEET OR EXCEED LOCAL INDUSTRY STANDARDS. DETAILS ARE PROVIDED TO INDICATE MINIMUM QUALITY AND TO GIVE STANDARDS OF CONSTRUCTION. IF A CONDITION IS NOT SPECIFICALLY DETAILED, SUBMIT A SIMILAR DETAIL FOR GUIDANCE AND APPROVAL. THE LETTERS I, O, AND Q ARE NOT USED TO INDICATE DETAILS, SECTIONS OR ELEVATIONS. PROVIDE PRESERVATIVE-TREATED WOOD AT ALL LOCATIONS WHERE WOOD IS IN DIRECT CONTACT WITH CONCRETE OR MASONRY. PROVIDE 3/4" FIRE-RETARDANT TREATED PLYWOOD BACKING AT ALL ELECTRICAL, PHONE, AND SECURITY SYSTEM PANELS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE BEGINNING WORK AND FABRICATION. THE CONTRACT OFFICER SHALL BE NOTIFIED IN WRITING IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES. IN NO CASE SHALL DIMENSIONS BE SCALED OFF PLANS, SECTIONS, OR DETAILS FROM THESE DRAWINGS. FOR DIMENSIONS OR ADDITIONAL INFORMATION NOT ILLUSTRATED, REFER TO LARGER SCALE DRAWINGS. DOOR LOCATIONS NOT DIMENSIONED ARE 6 INCHES FROM FACE OF GYPSUM BOARD FINISH WALL TO DOOR JAMB FACE. VERIFY THERE IS A PULL SIDE MINIMUM 18 INCHES CLEAR FROM DOOR STRIKE TO INTERSECTING WALL FOR ADA COMPLIANCE. NOTIFY CONTRACT OFFICER FOR NON-COMPLIANCE BEFORE SETTING DOOR FRAME AND WALL LOCATIONS. PAINT, STAIN, OR COAT ALL EXPOSED SURFACES OF CONSTRUCTION UNLESS NOTED OTHERWISE OR IF SURFACES ARE PRE-FINISHED. ALL OPENING DIMENSIONS ARE NOMINAL. THE CONTRACTOR SHALL FIELD MEASURE ALL OPENINGS AND COORDINATE WITH THE APPROPRIATE SUPPLIER FOR ALL DOORS AND WINDOWS. ALL CONDUITS, PLUMBING, PIPING, DUCTWORK, AND OTHER EQUIPMENT EXPOSED TO VIEW SHALL BE LOCATED PARALLEL OR PERPENDICULAR TO THE STRUCTURAL FRAMING SYSTEM. PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS, WHERE REQUIRED. CONTRACTOR SHALL COORDINATE AND PROVIDE ALL MILLWORK TRIM AND INFILL PANELS AT ALL UNDERCOUNTER / CABINET LOCATIONS. ARCHITECTURAL DETAILS ARE APPLICABLE WHERE INDICATED BY SECTION CUT, BY NOTE, OR BY DETAIL TITLE. INCORPORATE SIMILAR DETAILS AT SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. THE CONTRACTOR MAY REQUEST A CLARIFICATION IF REQUIRED, OTHERWISE THE MORE STRINGENT REQUIREMENTS SHALL CONTROL. PROVIDE FIRE-STOPPING SYSTEMS AT TOP OF AND AT ALL PENETRATIONS THROUGH FIRE-RATED PARTITIONS. SEAL ALL EXTERIOR BUILDING JOINTS AT BOTH THE EXTERIOR AND INTERIOR SURFACES AGAINST MOISTURE AND AIR INFILTRATION. SEAL AROUND ALL DOOR AND WINDOW FRAMES, COUNTERTOPS, WALL-MOUNTED FIXTURES AND EQUIPMENT TO ADJACENT WALL SURFACES. THE CONTRACTOR SHALL REVIEW THE DIMENSIONS OF ALL EQUIPMENT IN THE PROJECT REGARDLESS OF THE SOURCE AND COORDINATE ACCESS TO THE SPACE AND VERIFY CLEAR FLOOR SPACE IS PROVIDED AS REQUIRED TO ENSURE EASE OF INSTALLATION. ALL WORK MUST BE OF GOOD QUALITY, FREE FROM DEFECTS, AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PENETRATIONS IN THE STRUCTURE FOR THE PROPER INSTALLATION OF THE WORK. REFER TO STRUCTURAL DRAWINGS FOR SECONDARY FRAMING AND OR REINFORCING REQUIRED AT PENETRATIONS IN STEEL, CONCRETE OR MASONRY. THE CONTRACTOR SHALL PROVIDE ACCESS DOORS OR PANELS AS REQUIRED FOR SERVICING OF PIPING, DUCTWORK, CABLE TRAYS, FIRE DAMPERS AND SIMILAR APPLICATIONS. ALL PROPOSED ACCESS DOOR LOCATIONS TO BE SUBMITTED FOR APPROVAL PRIOR TO INSTALLATION. REFER TO FINISH SCHEDULE AND FINISH PLANS FOR ADDITIONAL FINISH INFORMATION. BRACE PARTITIONS, SUSPENDED CEILINGS, SOFFITS, SUSPENDED ITEMS, ETC. ONLY TO STRUCTURAL ELEMENTS ABOVE. DO NOT ANCHOR TO ROOF DECK, PLUMBING / SPRINKLER PIPES, DUCTWORK, ELECTRICAL CONDUIT OR SIMILAR ELEMENTS. EXTEND ALL FLOORING AND WALL-BASE COMPLETELY INTO RECESSES, UNDER OPEN COUNTERTOPS, AND BEHIND ALL EQUIPMENT. ALL MATERIALS USED FOR CONSTRUCTION SHALL BE NEW AND UNDAMAGED. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL WORK SHOWN. THE CONTRACTOR SHALL BECOME FULLY ACQUAINTED WITH CONDITIONS RELATED TO THE WORK. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS SHALL BE REPORTED TO THE CONTRACTING OFFICER FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. DRAWINGS CONTAINED IN THIS SET SHALL NOT BE REPRODUCED FOR SHOP DRAWINGS. COPIES OF THESE DRAWINGS SUBMITTED AS SHOP DRAWINGS WILL BE REJECTED AND RETURNED TO THE CONTRACTOR. EACH INSTALLER MUST EXAMINE SUBSTRATE AND/OR CONDITIONS UNDER WHICH THE WORK WILL BE INSTALLED AND REPORT TO THE CONTRACTOR IN WRITING ANY CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY EXECUTION OF THE INSTALLERS WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. INSTALLATION SHALL CONSTITUTE ACCEPTANCE OF THE SUBSTRATE AND/OR CONDITIONS. "TYPICAL" (TYP) AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITIONS OR DIMENSION IS THE SAME OR REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT. CONTROL JOINTS (CJ) SHALL BE INSTALLED AT ALL PARTITIONS. CJ AT GYPSUM PARTITIONS SHALL BE MAXIMUM 30'-0" O.C., CJ AT CONCRETE MASONRY UNIT PARTITIONS SHALL BE MAXIMUM 20'-0" O.C., UNLESS OTHERWISE NOTED ON DRAWINGS. REFER TO ELEVATION DRAWINGS FOR EXTERIOR CONTROL JOINT LOCATIONS. REVIEW CJ LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. NON-BEARING PARTITIONS SHALL BE ISOLATED FROM THE BUILDING STRUCTURE TO PREVENT TRANSFER OF BUILDING LOADS FROM THE STRUCTURE TO THE PARTITIONS. PROVIDE 18GA METAL PLATE OR FIRE TREATED WOOD BLOCKING WALL FOR ACCESSORIES,EQUIPMENT, TOILET PARTITIONS, AND COUNTERTOP MOUNTING SUPPORTS. REFERENCE FURNITURE PLANS FOR LOCATIONS OF WALL ACCESSORIES AND VISUAL DISPLAY EQUIPMENT. PROVIDE BLOCKING AS REQUIRED. REFERENCE CIVIL DRAWINGS AND DETAIL B1/A-572 FOR SPLASH BLOCK INFORMATION. FOR PRECAST CONTROL JOINT LOCATIONS AND DETAILS, REFER TO SHEET A-201 AND A-551 REFERENCE THE REFLECTED CEILING PLANS FOR CEILING HEIGHTS. ALL DIMENSIONS FROM: FACE OF METAL STUD TO FACE OF METAL STUD UNLESS NOTED OTHERWISE. THE FIRST FLOOR FINISHED FLOOR ELEVATION IS 100'-0" UNLESS NOTED OTHERWISE. PROVIDE GYPSUM BOARD HEADER ABOVE ALL CASED OPENINGS, REFERENCE REFLECTED CEILING PLANS. WHERE GWB EXTENDS BELOW FINISH FLOOR, ALL GWB SEAMS TO BE TAPED. REFERENCE A-531 FOR FLOOR FINISH TRANSITION DETAILS. PRECAST CONNECTIONS TO BE DESIGNED BY PRECAST MANUFACTURER.
5
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
12712826 SHEET
60
OF
296
A-002
1
2
3
4
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
1.
4
APPR
GENERAL DEMOLITION NOTES:
4.
C
3
GENERAL NOTES 2. 3.
D
2
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
1
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
1.
11
2.
11
3.
8
4 4
9
LOADING DOCK
10
7
11
4. 5. 6. 7. 8.
5 6
6
9.
11. 12. 13.
6
13 10
C LOCKER/ SHOWER
LOW ROOF
ELEV EQUIP RM
ELEV EQUIP RM
DATE
N
W
LTH O F EA
V
JAMIE M. DUBBE
Lic. No.014772 AR CH
IT
C
EC T SEAL
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
A/E INFO APPROVED
ELEVATOR
6' - 4"
1
14
2
2
6' - 4"
ELEVATOR
EXIST. CORRIDOR 2' - 0"
1' - 4"
3
8
1
3
2
10
MAIN ROOF
EXIST CORRIDOR
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
IMPORTANT NOTE REGARDING HAZARDOUS MATERIALS: THE BUILDING WAS TESTED FOR HAZARDOUS CONTAINING MATERIALS REFER TO HAZMAT REPORT LOCATED IN SPECIFICATION SECTION 02 8601 AS WELL AS SECTIONS 02 82 13.00 10 AND 02 82 16.00 20
3
SATISFACTORY TO DATE DES Designer DRW Author
CHK Checker
PROJECT MANAGER IPT TECH. BRANCH HEAD
LAS 02/16/16
UP
KEYPLAN 1
1
1 PLAN NORTH
A REVDATE: 2/14/2016 4:46:51 PM
PLAN NORTH
PLAN NORTH
PARTIAL FIRST FLOOR PLAN DEMOLITION BLDG 470 SCALE: 3/32" = 1'-0"
PARTIAL SECOND FLOOR PLAN DEMOLITION BLDG 470 SCALE: 3/32" = 1'-0"
PLAN NORTH
603
470
PARTAL ROOF PLAN DEMOLITION BLDG 470 SCALE: 3/32" = 1'-0"
SCALE: EPROJECT NO.
B470 - DEMOLITION PLANS
HIGH STAIR ROOF
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
DN
VIRGINIA BEACH, VIRGNIA
STAIR
UP
B
NAS OCEANA-DAM NECK ANNEX
STAIR
NAVAL STATION NORFOLK
2
IPT-HAMPTON ROADS
NAVAL FACILITIES ENGINEERING COMMAND
1
DEPARTMENT OF THE NAVY
B
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
CHIEF ENG/ARCH
3' - 6" 9' - 4"
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_470_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
9
14.
D
NI A GI IR
10.
5
+/- 4' - 4"
LOCKER/ SHOWER 2' - 0" +/- 4' - 4"
LOW ROOF
REMOVE EXT MASONRY WALL, COMPLETE. SHORE WALL AS REQUIRED TO ALLOW FOR INSTALLATION OF LINTEL ABOVE NEW OPENING. REFER TO HAZMAT REPORT LOCATED IN SPECIFICATION AS CONCRETE WALL JOINT SEALANT WAS FOUND TO CONTAIN ASBESTOS. REMOVE EXISTING ACT CLG SYSTEM AS REQUIRED. REMOVE WALL BASE AT EXISTING WALLS TO BE FURRED. SEE MECH DEMO FOR REMOVAL OF WALL MOUNTED RADIATORS. PATCH HOLES IN EXISTING RESILIENT FLOOR. REMOVE MISC WALL MOUNTED OBJECTS. STORE FOR REINSTALLATION. SEE PHOTO FOR DETAILS. REMOVE MTL GUARDRAIL AND LOADING DOCK GATE COMPLETE. REMOVE ROOFING INCLUDING INSULATION. REMOVE SCUPPER AND DOWNSPOUT. REMOVE 6" CONCRETE TO EXTENTS REQUIRED TO INSTALL NEW PIPING FOR ROOF DRAIN. REMOVE EXISTING 'PLANTER' INCLUDING BUT NOT LIMITED TO GRAVEL AND SOIL TO THE SAME ELEVATION AS THE ADJACENT LOADING DOCK WALLS. REMOVE UPPER PORTION OF PARAPET WALL INCLUDING ASSOCIATED METAL COPING TO ACCOMMODATE NEW 10" WIDE SCUPPER OPENING REMOVE MTL COPING, PREPARE REMAINING TOP SURFACES FOR NEW WORK. REMOVE EXISTING CONCRETE AND MASONRY WALLS DOWN 14". NOT USED CREATE ACCESS HOLE FROM BASEMENT UNDER WOMENS LOCKER / SHOWER TO CRAWL SPACE UNDER MEN' LOCKER / SHOWER AS SHOWN IN A1/A554 REMOVE CLG AS REQUIRED TO INSTALL STEEL LINTEL. REPLACE EXISTING CLG.
DESCRIPTION
D
DEMOLITION NOTES
SYM
X
O
3.
M
2.
RE: SHEET A-001 FOR ARCHITECTURAL MATERIAL LEGEND,AND ABBREVIATIONS. RE: SHEET A-002 FOR ARCHITECTURAL GENERAL NOTES. RE: SHEET AD102 FOR PHOTOS OF EXISTING CONDITIONS
COM
1.
APPR
GENERAL NOTES
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119
GRAPHIC SCALE:
NAVFAC DRAWING NO.
12712827
0' 3/32" =1'-0"
1
2
3
4
5
6'
12'
24'
SHEET
61
OF
296
AD100 DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
1
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
1. 2.
+/- 4 7/8" EXISTING GYP EACH SIDE
3. 2
3
1
DOUBLE MTL STUDS, EXTEND STRUCT FLOOR TO STRUCT ABOVE
4
PTD GYP, THICKNESS TO MATCH EXISTING EACH SIDE.
4. 5.
CONT RESILIENT BASE TO MATCH EXISTING BACK TO DOOR FRAME
CORNER BEAD EACH SIDE PTD GYP
SCALE: 1/8" = 1'-0"
C
PROVIDE RAISED ACCESS FLOOR PANELS TO MATCH EXISTING LISKEY MARK 40 NESRG SYSTEM WITH RESILIENT FINISH (EST 60 PANELS). PATCH GWB WALL AS REQUIRED WHERE EXISTING WALL IS REMOVED. FINISH TO MATCH ADJ WALLS.
N
W
LTH O F EA
V
WALL DETAIL
JAMIE M. DUBBE
Lic. No.014772
SCALE: 1 1/2" = 1'-0" AR CH
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
IT
C
EC T SEAL
5/8" GYP BD ON EXISTING MTL STUD FRAMING
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
A/E INFO
6"
APPROVED
FOR COMMANDER NAVFAC / B.L.T.L.
C3 AD101
2"
ACTIVITY
SATISFACTORY TO DATE DES Designer DRW Author
IPT TECH. BRANCH HEAD
PARTIAL SECOND FLOOR PLAN NEW WORK SCALE: 1/8" = 1'-0"
KEYPLAN PLAN NORTH
603
470
REVDATE: 2/14/2016 4:46:54 PM
A
A3
GRAPHIC SCALE:
CONNECTION DETAIL SCALE: 1 1/2" = 1'-0"
SCALE: EPROJECT NO.
0'
4"
8"
1'-4"
0'
4'
8'
16'
B470 - ENLARGED EXISTING BUILDING PLANS
PLAN NORTH
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
EXISTING RAISED ACCESS FLOOR SYSTEM TO REMAIN - REPLACE DAMAGED TILE
VIRGINIA BEACH, VIRGNIA
2
NAS OCEANA-DAM NECK ANNEX
EXISTING WALL BEYOND
NAVAL STATION NORFOLK
NAVAL FACILITIES ENGINEERING COMMAND
B A3 AD101
LAS 02/16/16
CHIEF ENG/ARCH
IPT-HAMPTON ROADS
1
CHK Checker
PROJECT MANAGER
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
7
INSTALL ACT GRID EDGE TRIM REINSTALL EXISTING TILE
DEPARTMENT OF THE NAVY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_470_acantoria.rvt
C3
1.
COM
PARTIAL SECOND FLOOR PLAN DEMOLITION
WORK NOTES
NI A GI IR
PLAN NORTH
REMOVE EXISTING STUD WALL - COORDINATE WITH DTLS SHOWN ON A3/AD101 REMOVE AND SUBMIT TO BLDG USER ANY BROKEN/CUT ACCESS FLOOR PANELS (EST 60 PANELS). REMOVE CLG TILES AND GRID AS REQUIRED. STORE FOR REINSTALLATION. REMOVE ACCESS FLOORING SYSTEM AS REQUIRED. STORE FOR REINSTALLATION. REMOVE RESILIENT BASE ON EITHER SIDE OF WALL TO DOOR.
#
2.
NOTE: EXTEND NEW GYP A MIN 6" ABOVE CLG
D
DEMOLITION NOTES DESCRIPTION
5
7
3' - 0"
X
SYM
D
O
2. 3.
RE: SHEET A-001 FOR ARCHITECTURAL MATERIAL LEGEND,AND ABBREVIATIONS. RE: SHEET A-002 FOR ARCHITECTURAL GENERAL NOTES. RE: SHEET AD102 FOR PHOTOS OF EXISTING CONDITIONS.
M
1.
DATE
GENERAL NOTES
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119
1 1/2" =1'-0"
NAVFAC DRAWING NO.
1/8" =1'-0"
12712828 SHEET
62
OF
296
AD101
1
2
3
4
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
B
A
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
2
APPR
1
3
4
5
GENERAL NOTES
15
1
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
2
1.
14
2. 3. 4.
3
RE: SHEET A-001 FOR ARCHITECTURAL MATERIAL LEGEND,AND ABBREVIATIONS. RE: SHEET A-002 FOR ARCHITECTURAL GENERAL NOTES. RE: SHEET AD100 AND AD101 FOR B470 DEMO PLANS. EXISTING CONDITIONS PHOTOS ARE NOT TO SCALE.
DATE
1
1
4. 5. 6. 7. 8. 9.
2
1
FIRST FLOOR EXISTING CONDITION PHOTO
EXTERIOR EXISTING CONDITION PHOTO
10.
3
12. 13. 14. 15.
5
C
17.
6
LTH O F EA
V
JAMIE M. DUBBE
Lic. No.014772 AR CH
IT
C
EC T SEAL
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
10
4
A/E INFO APPROVED
11 FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
SATISFACTORY TO DATE DES Designer DRW Author
CHK Checker
PROJECT MANAGER IPT TECH. BRANCH HEAD
LAS 02/16/16
16 2
12 13 17
REVDATE: 2/14/2016 4:47:03 PM
A
SCALE: EPROJECT NO.
B470 - EXISTING CONDITIONS PHOTOS
1
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
15
VIRGINIA BEACH, VIRGNIA
EXTERIOR EXISTING CONDITION PHOTO
B
NAS OCEANA-DAM NECK ANNEX
EXTERIOR EXISTING CONDITION PHOTO
EXTERIOR EXISTING CONDITION PHOTO
NAVAL STATION NORFOLK
6
IPT-HAMPTON ROADS
5
4
7
NAVAL FACILITIES ENGINEERING COMMAND
B
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
CHIEF ENG/ARCH
DEPARTMENT OF THE NAVY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_470_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
16.
N
W
NI A GI IR
9
11.
SECOND FLOOR EXISTING CONDITION PHOTO
AS NOTED 1344924
CONSTR. CONTR. NO.
7
8
N40085-16-R-6119
9
NAVFAC DRAWING NO.
INTERIOR EXISTING CONDITION PHOTO
INTERIOR EXISTING CONDITION PHOTO
BASEMENT EXISTING CONDITION PHOTO
12712829 SHEET
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AD102
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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
A
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
3.
DESCRIPTION
17
REMOVE EXT MASONRY WALL, COMPLETE. SEE MECH DEMO FOR REMOVAL OF WALL MOUNTED RADIATORS. PATCH HOLES IN EXISTING RESILIENT FLOOR. REMOVE DOOMED SECURITY MIRROR, STORE FOR REINSTALLATION. REMOVE MTL GUARDRAIL. REMOVE ROOFING INCLUDING INSULATION. REMOVE SCUPPER AND DOWNSPOUT. SEE STRUCT DWGS FOR DEMO OF LOADING DOCK AS NECESSARY FOR ROOF DRAIN INSTALLATION. NOT USED. REMOVE UPPER PORTION OF PARAPET WALL INCLUDING ASSOCIATED METAL COPING TO ACCOMMODATE NEW 10" WIDE SCUPPER OPENING REMOVE MTL COPING, PREPARE REMAINING TOP SURFACES FOR NEW WORK. REMOVE CONCRETE COPING. PREPARE REMAINING TOP SURFACES FOR NEW WORK. REMOVE GWB WALL. REFER TO DTL A3/AD101 CUT CONCRETE FOUNDATION WALL PER DETAIL A1/A-554. SEE ELECTRICAL DWGS FOR DEMO OF EXIT SIGN. REMOVE CLG AS REQUIRED TO INSTALL STL LINTEL AND FURRING. REPLACE EXISTING CLG. PROVIDE NEW IF DAMAGED. EXISTING UNDERSLAB PINNED INSULATION TO REMAIN. CONTRACTOR TO REINSTALL ANY DAMAGED OR FALLEN DURING OR DUE TO DEMOLITION OR NEW WORK. REMOVE WALL BASE AT ALL EXISTING WALLS TO BE FURRED.
SYM
1. 2.
O
2
D
DEMOLITION NOTES
M
X
COM
D
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
1. 5
2.
RIDGE LINE
3.
1
4. 5.
6. 4
7. 8. 9.
12.
C
N
W
LTH O F EA
V
JAMIE M. DUBBE
Lic. No.014772 AR CH
IT
C
EC T SEAL
B469 -ROOF DEMOLITION PLAN SCALE: 1/8" = 1'-0"
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
A/E INFO APPROVED
3
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
5
CB
SATISFACTORY TO DATE DES
DRW
JMD
ABC
CHK
EV
PROJECT MANAGER IPT TECH. BRANCH HEAD
LAS 02/16/16
1
18
11
12
15
6
11
10
8
2
A4
17
7
AD130 7
8
12
10 3 7
DEPARTMENT OF THE NAVY
9 8
A REVDATE: 2/14/2016 4:37:09 PM
DN
GRAPHIC SCALE:
PLAN NORTH
SCALE:
B469 - ROOF DEMOLITION PLAN
A4
SCALE: 1/8" = 1'-0"
ENLARGED FLOOR PLAN - DEMOLITION
0'
4'
8'
16'
1/8" =1'-0"
EPROJECT NO.
B469 - DEMOLITION PLANS
19
16
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
14
VIRGINIA BEACH, VIRGNIA
13
B
NAS OCEANA-DAM NECK ANNEX
2
NAVAL STATION NORFOLK
4
IPT-HAMPTON ROADS
NAVAL FACILITIES ENGINEERING COMMAND
B
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
CHIEF ENG/ARCH
6
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_CUP_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
PLAN NORTH
REMOVE CMU WALL AND CONCRETE CLG COMPLETE ENCLOSING THE TRANSFORMER VAULT. REMOVE WOOD GUARDRAIL ABOVE. REMOVE METAL LADDER. STORE FOR REINSTALLATION AS SHOWN ON A-130. REMOVE OVERHEAD DOOR AND TRANSOM COMPLETE INCLUDING, BUT NOT LIMITED TO METAL FRAME, BLOCKING, GLAZING AND HURRICANE SHUTTER. REMOVE METAL ANGLE AT DOOR THRESHOLD. REMOVE MEMBRANE ROOF TO METAL DECK COMPLETE, TO INCLUDE, BUT NOT LIMITED TO INSULATION, METAL PARAPET COPING, ROOF DRAINS, FLASHING AND CANTS. REMOVE HM DOOR AND FRAME COMPLETE INCLUDING DOOR HARDWARE AND CONCRETE THRESHOLD. REMOVE CARPET COMPLETE DOWN TO FLOOR SLAB. REMOVE ACT CLG SYSTEM COMPLETE. REMOVE ROOF SCREEN, COMPLETE INCLUDING STRUCTURE AND PITCH POCKETS. REMOVE HAND TOWEL DISPENSER. REMOVE HM DOOR AND FRAME COMPLETE INCLUDING DOOR HARDWARE. REMOVE ALL TOILET ACCESSORIES INCLUDING, BUT NOT LIMITED TOO CURTAIN ROD, TOWEL BAR, HOOKS AND TOILET TISSUE DISPENSER.
NI A GI IR
10. 11.
DEMOLITION NOTES DESCRIPTION
#
D
SYM
9
D
O
2
M
2. 3. 4.
RE: SHEET A-001 FOR ARCHITECTURAL MATERIAL LEGEND AND ABBREVIATIONS. RE: SHEET A-002 FOR ARCHITECTURAL GENERAL NOTES. REMOVE EPOXY FLOORING THROUGHOUT. RE: SHEET AD131 & AD132 FOR PHOTOS OF EXISTING CONDITIONS
COM
1.
DATE
GENERAL NOTES
A
AS NOTED 1344924
CONSTR. CONTR. NO.
SCALE: 1/4" = 1'-0"
0' 1/4" =1'-0"
2'
4'
8'
N40085-16-R-6119 NAVFAC DRAWING NO.
12712830 SHEET
64
OF
296
AD130
1
2
3
4
5
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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
CB
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
DATE
GENERAL NOTES
2 14
1. 9
2. 3.
6
D
RE: SHEET A-001 FOR ARCHITECTURAL MATERIAL LEGEND AND ABBREVIATIONS. RE: SHEET A-002 FOR ARCHITECTURAL GENERAL NOTES. SEE AD130 FOR B469 DEMO PLANS
D
3
4. 5. 6. 1
2
EXISTING CONDITION PHOTO - ROOF
7.
3
EXISTING CONDITION PHOTO - PARTIAL WEST ELEV
EXISTING CONDITION PHOTO - PARTIAL NORTH ELEVATION 8. 9.
DESCRIPTION SYM
N
W
LTH O F EA
V
JAMIE M. DUBBE
NIA GI IR
10. 11. 12. 13. 14. 15. 16.
O
1
REMOVE ROOF COMPLETE TO MTL DECK BENEATH. REMOVE METAL ROOF LADDER AND STORE FOR REINSTALLATION. CONCRETE LANDING, STAIRS, GUARDRAIL AND HANDRAIL TO BE ADDED AT EXISTING DOORS FOR EGRESS. EXISTING SWITCH GEAR TO REMAIN - RE: ELECT DWGS. LIGHTS TO BE RELOCATED - RE: ELECT DWGS. EXISTING LOUVER TO REMAIN IN PLACE. CLOSE AND SECURE HURRICANE SHUTTERS. REMOVE MASONRY WALL AND CONCRETE 'LID' AROUND EXISTING TRANSFORMER VAULT INCLUDING WD GUARDRAIL ABOVE. REMOVE ALL TOILET ACCESSORIES IN EXISTING TOILET AREA. EXISTING ROOF SCREEN TO REMAIN. EXISTING PITCH POCKETS TO BE REMOVED AND SCREEN PREPPED FOR REPAINTING. REMOVE OH DR, TRANSOM AND FRAME COMPLETE. REMOVE ACT CLG COMPLETE. RE: MECH DWGS FOR DIRECTION ON REMOVAL OF HEATER. RE: MECH DWGS FOR DIRECTION ON RELOCATION OF PIPE. SEE MECH FOR REMOVAL OF ROOF MTD EQUIP. REMOVE HURRICANE SHUTTER. REMOVE EPOXY FLOORING COMPLETE TO CONCRETE SLAB BELOW.
M
1. 2. 3.
DEMOLITION NOTES
COM
#
Lic. No.014772
15
6
9
10
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
A/E INFO APPROVED
1
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
SATISFACTORY TO DATE DES
DRW
JMD
ABC
CHK
EV
PROJECT MANAGER IPT TECH. BRANCH HEAD
EXISTING CONDITION PHOTO - OVER HEAD DOOR AT WEST ELEV
5
4
7 8 13
16
VIRGINIA BEACH, VIRGNIA
SCALE: EPROJECT NO.
B469 - EXISTING CONDITION PHOTOS
12
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
11
B
NAS OCEANA-DAM NECK ANNEX
B
NAVAL STATION NORFOLK
EXISTING CONDITION PHOTO - PARTIAL NORTH ELEV
IPT-HAMPTON ROADS
EXISTING CONDITION PHOTO - ROOF
LAS 02/16/16
CHIEF ENG/ARCH
NAVAL FACILITIES ENGINEERING COMMAND
5
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
4
6
A REVDATE: 2/14/2016 4:37:13 PM
C
T I T EC SEAL
DEPARTMENT OF THE NAVY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_CUP_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
AR CH
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119
7
8
EXISTING CONDITION PHOTO
EXISTING CONDITION PHOTO - BATHROOM
9
NAVFAC DRAWING NO.
10
EXISTING CONDITION PHOTO - SWITCH GEAR RM
12712831
EXISTING CONDITION PHOTO - SWITCH GEAR
SHEET
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OF
296
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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
A
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
DATE
GENERAL NOTES 5
1. 6
2. 3.
RE: SHEET A-001 FOR ARCHITECTURAL MATERIAL LEGEND AND ABBREVIATIONS. RE: SHEET A-002 FOR ARCHITECTURAL GENERAL NOTES. SEE AD130 FOR B469 DEMO PLANS
1 2
3
1. 2. 3. 4. 5. 6.
3 4
14
7. 8. 9. 10. 11. 12. 13. 14.
14
14
D
DEMOLITION NOTES REMOVE PAPER TOWEL DISPENSER. RE: PLUMB DWGS FOR REMOVAL OF WATER FOUNTAIN. REMOVE HM DOOR AND FRAME COMPLETE. REMOVE CONCRETE THRESHOLD TO TOP OF SLAB. ROOF DRAIN TO REMAIN. EXISTING WALL MOUNTED ITEMS INCLUDING BUT NOT LIMITED TO CONTROLS, PANELS, CONDUIT TO BE REMOVED/RELOCATED, RE: MECH/ELEC/SECURITY DWGS. RE: STRUCT DWGS FOR REMOVAL OF CONCRETE HOUSEKEEPING PADS EXISTING SEWER PIPE TO REMAIN, RE: MECH DWGS. RE: PLUMB DWGS FOR REMOVAL OF MTL SINK AND COUNTER. RE: ELECT FOR REMOVAL OF LIGHTS. RE: PLUMB DWGS FOR THE REMOVAL OF SINK. REMOVE METAL ANGLE AT DOOR THRESHOLD. REMOVE CONCRETE DECK ABOVE. REMOVE EPOXY FLOORING COMPLETE TO CONCRETE FLOOR BENEATH.
DESCRIPTION
#
SYM
D
EXISTING CONDITION PHOTO
EXISTING CONDITION PHOTO
M
13
COM
12
V
EXISTING CONDITION PHOTO
JAMIE M. DUBBE
NI A GI IR
11
LTH O F EA
O
N
W
Lic. No.014772
SEAL
6
6
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
6
A/E INFO APPROVED
FOR COMMANDER NAVFAC / B.L.T.L.
7
9
11
ACTIVITY
SATISFACTORY TO DATE DES
DRW
JMD
CHK
ABC
EV
PROJECT MANAGER IPT TECH. BRANCH HEAD
8
LAS 02/16/16
EXISTING CONDITION PHOTO
13
3
9
12
SCALE:
14
EPROJECT NO.
14
B469 - EXISTING CONDITION PHOTOS
EXISTING CONDITION PHOTO
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
EXISTING CONDITION PHOTO
17
VIRGINIA BEACH, VIRGNIA
EXISTING CONDITION PHOTO
16
B
NAS OCEANA-DAM NECK ANNEX
15
NAVAL STATION NORFOLK
14
IPT-HAMPTON ROADS
14
14
14
NAVAL FACILITIES ENGINEERING COMMAND
B
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
CHIEF ENG/ARCH
A REVDATE: 2/14/2016 4:37:29 PM
IT
C
EC T
10
DEPARTMENT OF THE NAVY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_CUP_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
AR CH
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
18
12712832
19
EXISTING CONDITION PHOTO
EXISTING CONDITION PHOTO
SHEET
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296
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A
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
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1
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
100' - 2 1/2"
C1 A-201
E
10' - 8 7/8"
EF
GENERAL NOTES
UP
2. 3.
UP
A2 A-302
6 107B
3' - 4"
L2
L1
7.
100
UPS 110
M2
4' - 0 3/4"
A4 A-312
M2
M1 110
30' - 1"
13' - 10 1/4"
6' - 1 1/2"
109
NMCI M1C 108
COMM M2D 109
25' - 5" M1
111A
LACTATION 112A
A2 A-312
WOMEN'S RESTRM / SHOWER 112 FD
S1D M2C
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
S1D
UNPACKING ROOM
FD FD
7' - 0"
7 5/8"
C
M2C
M2 LOCKER/ SHOWER
2 2
8.
A1 A-554
112
2
LOCKER/ SHOWER
#
WORK NOTES
1. 2. 3. 4. 5. 6.
GFGI RACKS MECHANICAL CHASE MECHANICAL CRACS, RE: MECH DWGS CONCRETE SPLASHBLOCKS, RE: B1/A-572 & CIVIL DWGS EXTERIOR VERTICAL PRECAST SHAPE COVERED DRAINAGE TRENCH AT CONCRETE PLATFORM, RE: STRUCTURAL
N
W
LTH O F EA
V
JAMIE M. DUBBE
NI A GI IR
8' - 7 3/4"
M1B
5' - 4"
LOADING DOCK
A4 A-311
ELECT 111
M2
6' - 2 3/4"
M2D 108
1' - 8 1/2"
17' - 4"
M2A
25' - 7 1/2" M2B
111B
D
2' - 10" 14' - 10 1/2"
107A
MECH 107
20' - 4"
112A
Lic. No.014772 AR CH
IT
C
EC T
3
30' - 9 1/2"
A1 A-201
48' - 1"
SEAL
TYP
3 1
A1 A-312
MEN'S RESTRM / SHOWER FD 113
113
S2A
FD
FD
A1 A-401
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
ELEVATOR EQUIP. RM FD
114' - 3"
A4 A-553
FD
FD
FD
A/E INFO
TYP
APPROVED
1' - 6" FOR COMMANDER NAVFAC / B.L.T.L.
3
FE
FD
FD
FD
ELEVATOR
JAN / STORAGE 114
S1
ACTIVITY
SATISFACTORY TO DATE
CORRIDOR 10' - 4 3/4"
S2F 105
S2B
16' - 10 1/4"
45' - 9 3/8"
15' - 9" S1
S1
6
A
102B
S1
OFFICE 103
S1 103
EMD OPEN OFFICE 101
104
25' - 9" S1
S2C
S2C OFFICE 10' - 1" 104 S1
A3 A-312
UP
DN
KEYPLAN
STAIR
S1 PLAN NORTH
4 TYP REVDATE: 2/14/2016 4:29:47 PM
12' - 11 5/8"
S2F B3 A-404 B4
11' - 7 5/8"
3
S2F
S2C
5 3
BUNK ROOM 102B S1
EXISTING BUILDING 470
F1
5 TYP
P-603
B470
A4 A-554
B1 A-201
PLAN NORTH
SCALE: EPROJECT NO.
P-603 - FIRST FLOOR PLAN
GRAPHIC SCALE:
SCALE: 1/8" = 1'-0"
B
P-603 - FIRST FLOOR PLAN
S2
LAS 02/16/16
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
101
S1 S2 BUNK ROOM S2F 102A
VIRGINIA BEACH, VIRGNIA
TRAINING CLASSRM 105
102A
NAS OCEANA-DAM NECK ANNEX
106A
S2
NAVAL FACILITIES ENGINEERING COMMAND
S2B
3' - 6 5/8"
S2B
12' - 10 3/4"
36' - 2"
4
EV
CHIEF ENG/ARCH
F1
B
CHK
ABC
IPT TECH. BRANCH HEAD
NAVAL STATION NORFOLK
106B
18' - 1 5/8"
CORRIDOR 100 6' - 1 1/8"
DRW
JMD
PROJECT MANAGER
IPT-HAMPTON ROADS
3
DES
F1
F1
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
114
9' - 2"
3
85' - 1"
C1 A-301
EQUIPMENT SPACE 106
DEPARTMENT OF THE NAVY
S2A
1' - 5 1/8"
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
5. 6.
17' - 8" L3
27' - 7"
A1 A-301
8' - 11 3/4"
1
A1 A-302
L4
C1 A-572
PLATFORM
10' - 6 1/4"
1' - 5 1/8"
UP
4.
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
0' 1/8" =1'-0"
4'
8'
16'
12712833 SHEET
67
OF
296
A-101
1
2
3
4
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
D
RE: SHEET A-001 FOR ARCHITECTURAL MATERIAL LEGEND,AND ABBREVIATIONS. RE: SHEET A-002 FOR ARCHITECTURAL GENERAL NOTES RE: SHEET A-601 FOR ROOM FINISH INFORMATION - FINISH SCHEDULE AND MATERIAL LEGEND. ALL EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF PRECAST OR CONCRETE, UNLESS NOTED OTHERWISE. ALL INTERIOR DIMENSIONS ARE FROM FACE OF METAL STUD OR CMU TO FACE OF METAL STUD OR CMU, UNLESS NOTED OTHERWISE. THE FIRST FLOOR FINISHED FLOOR ELEVATION IS 100'-0", UNLESS NOTED OTHERWISE. REFERENCE LIFE SAFETY DRAWINGS FOR FIRE RATED WALL LOCATIONS. ALL FIRE RATED WALLS AND SMOKE PARTITIONS ARE CONTINUOUS ACROSS ALL DOOR OPENINGS. SEE A-501 AND A-502 FOR PARTITION TYPES REFERENCED ON THIS PLAN.
DESCRIPTION
1.
O
C1 A-411
D
25' - 2"
DATE
C
32' - 0"
SYM
B
30' - 1"
M
A
COM
1' - 5 1/8"
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
100' - 2 1/2"
C
D
E
EF A2 A-302
CANOPY ABOVE
5.
UP
7.
S1
S1
2
3
6
A4 A-312
S2F 14' - 0"
S2C S1 CUR OPS 208
24' - 0 1/2"
S1
A4 A-311
207
208
28' - 9 5/8"
8.
S1
ROOF BELOW
C4 A-572
S2C
2' - 4" 8' - 7"
S2C S1
1. 2. 3. 4. 5. 6.
FUTURE FOLDING PARTITION MECHANICAL CHASE COUNTER GFGI RACKS MECHANICAL CRACS, RE: MECH DWGS ACCESS PANEL
N
COM
S2F
WORK NOTES
2
DATA/EQUIP. ROOM 209
23' - 2 3/8"
TYP.
APPROVED
S2F
S2F
ELEVATOR
C1 A-301
3' - 0"
4' - 4" S2F
S1F
A5 A-404 A3
1' - 6"
CORRIDOR 200
S2F BREAK ROOM S2F 201
S2F S1
S1C
202
S3
EXISTING BUILDING 470
A3 A-553 S2C
10 3/4"
S3
6' - 8 1/2"
5 S1 S3
US/UK SECURE ROOM 204
S3 S1 S1
A3 A-312
203
9' - 8"
204
S3
S2C
T/O 203
S1
KEYPLAN
S1 UP
6
PLAN NORTH
A
STAIR
P-603
B470
B1 A-201
REVDATE: 2/14/2016 4:29:52 PM
CHK
ABC
EV
LAS 02/16/16
F1
4' - 9"
TRAINING 202
DRW
JMD
IPT TECH. BRANCH HEAD
S1
11' - 5"
A-403
2' - 4"
1' - 3 5/8"
18' - 6"
6' - 3"
A4
200
S2F S2F
DES
PROJECT MANAGER
JAN 211
S1C
2' - 3 1/2"
SATISFACTORY TO DATE
CHIEF ENG/ARCH
211
4
F1
EXIST CORRIDOR
SCALE: EPROJECT NO.
PLAN NORTH
GRAPHIC SCALE:
B P-603 - SECOND FLOOR PLAN
1
13' - 3 3/4"
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
6' - 0" 1' - 7"
11' - 9 5/8"
D1 A-401
2' - 10" 6' - 6 1/8"
VIRGINIA BEACH, VIRGNIA
2' - 3"
ACTIVITY
F1
NAS OCEANA-DAM NECK ANNEX
6' - 6"
RAMP UP
NAVAL FACILITIES ENGINEERING COMMAND
210
11' - 2 1/2"
107' - 10 3/4"
S1C
FOR COMMANDER NAVFAC / B.L.T.L.
C1 A-403 B1
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
A/E INFO
S2F 1' - 1"
6' - 6 1/2"
114' - 3"
A1 209
B
CONFERENCE ROOM 210
S1 S2F
3
SEAL
A1 A-312
5
6' - 10 1/2"
IT
C
EC T
B1
S2F WATCH-FLOOR 205
V
Lic. No.014772
MECHANICAL EQUIPMENT RM
AR CH
C4 A-404 C1
7' - 9 1/2"
A1 A-201
LTH O F EA
JAMIE M. DUBBE
C2
S2F
4
2' - 2"
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
ROOF BELOW
S2F
5
W
NI A GI IR
206
A2 A-312
#
NAVAL STATION NORFOLK
16' - 0"
OPS OPEN OFFICE 206
9' - 8"
B4 A-403
OPS 207
IPT-HAMPTON ROADS
H1 6
8' - 11 3/4"
O
3' - 4"
205
H1 H1
6. 10"
19' - 9"
S1
3' - 6"
1
A1 A-301
9' - 8"
A1 A-302
D
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
D
4.
M
B
DEPARTMENT OF THE NAVY
A
2. 3.
RE: SHEET A-001 FOR ARCHITECTURAL MATERIAL LEGEND,AND ABBREVIATIONS. RE: SHEET A-002 FOR ARCHITECTURAL GENERAL NOTES RE: SHEET A-601 FOR ROOM FINISH INFORMATION - FINISH SCHEDULE AND MATERIAL LEGEND. ALL EXTERIOR DIMENSIONS ARE TO OUTSIDE FACE OF PRECAST OR CONCRETE, UNLESS NOTED OTHERWISE. ALL INTERIOR DIMENSIONS ARE FROM FACE OF METAL STUD OR CMU TO FACE OF METAL STUD OR CMU, UNLESS NOTED OTHERWISE. THE FIRST FLOOR FINISHED FLOOR ELEVATION IS 100'-0", UNLESS NOTED OTHERWISE. REFERENCE LIFE SAFETY DRAWINGS FOR FIRE RATED WALL LOCATIONS. ALL FIRE RATED WALLS AND SMOKE PARTITIONS ARE CONTINUOUS ACROSS ALL DOOR OPENINGS. SEE A-501 AND A-502 FOR PARTITION TYPES REFERENCED ON THIS PLAN.
DESCRIPTION
1.
SYM
C1 A-201
DATE
GENERAL NOTES
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
P-603 - SECOND FLOOR PLAN
0' 1/8" =1'-0"
SCALE: 1/8" = 1'-0"
4'
8'
16'
12712834 SHEET
68
OF
296
A-102
1
2
3
4
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
2
APPR
1
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
GENERAL NOTES B
C
D
EF A2 A-302
1
2. 3.
A1 A-302 A1 A-301
1
RE: SHEET A-001 FOR ARCHITECTURAL MATERIAL LEGEND,AND ABBREVIATIONS. RE: SHEET A-002 FOR ARCHITECTURAL GENERAL NOTES CRICKETS TO BE SLOPED x2 SLOPE OF MAIN ROOF.
1
D
1 A4 A-311
X
7
WORK NOTES
DESCRIPTION
3
1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11.
3 3
12
8
6 5 9 A2 A-312
8
2
12. 13.
COPPER SCUPPERS AND DOWNSPOUTS MEMBRANE ROOF ON RIGID INSULATION SLOPING CRICKET USING TAPERED INSULATION MTL LADDER, SEE SHEET A-534 EXISTING ROOF SYSTEM TO BE REPLACED DOWN TO STRUCTURE PATCH SCUPPER HOLE IN EXT WALL PROVIDE 10" WIDE (WEIR LENGTH) SCUPPER WITH 2X3 DOWNSPOUT ROOF VENT, RE: MECHANICAL, SEE DETAIL A4/A-571 WALK PADS NOT USED SATELLITE CONDUIT IN JUNCTION BOX, RE:TELECOM, SEE DETAIL B2/A-572 AIR INTAKE, RE: MECHANICAL, SEE DETAIL B4/A-572 STAIR CANOPY, SEE SHEET A-533
SYM
A4 A-312
LTH O F EA
V
M COM
SLOPE
1/2" / 12"
2
Lic. No.014772 AR CH
IT
C
EC T SEAL
8
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
RIDGE LINE
3
A/E INFO APPROVED
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
C1 A-301
4 2
SLOPE
11
1/2" / 12"
EXISTING BUILDING 470
8
SATISFACTORY TO DATE DES
DRW
JMD
CHK
ABC
EV
PROJECT MANAGER IPT TECH. BRANCH HEAD
LAS 02/16/16
CHIEF ENG/ARCH
DN
3 3 8 C2 A-572
Sim
6
KEYPLAN 1
1
1 PLAN NORTH
A REVDATE: 2/14/2016 4:29:56 PM
P-603
B470
PLAN NORTH
SCALE: EPROJECT NO.
ROOF PLAN
GRAPHIC SCALE:
SCALE: 1/8" = 1'-0"
P-603 - ROOF PLAN
3
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
A3 A-312
VIRGINIA BEACH, VIRGNIA
5
B
NAS OCEANA-DAM NECK ANNEX
B1 A-534
NAVAL STATION NORFOLK
4
IPT-HAMPTON ROADS
NAVAL FACILITIES ENGINEERING COMMAND
B
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
3
DEPARTMENT OF THE NAVY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
JAMIE M. DUBBE
A1 A-312
NI A GI IR
O
N
W
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
0' 1/8" =1'-0"
4'
8'
16'
12712835 SHEET
69
OF
296
A-110
1
2
3
4
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
D
1.
DATE
A
13
GENERAL NOTES
EF
1. A1 A-302
2. A1 A-301
1 OPEN CLG OPEN CLG
110
4.
111 C3 A-561
A4 A-312
5. C1 A-561
OPEN CLG
6. 7.
107 108
112A
8.
109
2
C1 A-553
112
OPEN CLG
9. 10.
8' - 0" A.F.F.
11.
LEGEND
FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND, AND ABBREVIATIONS REFER TO SHEET A-001. ARCHITECTURAL CEILING PLANS SHOW DIMENSIONING AND PLACEMENT OF VARIOUS CEILING MOUNTED DEVICES. REFER TO MEP DRAWINGS AND SPECIFICATIONS FOR ALL OTHER INFORMATION FOR MEP SYSTEMS INCLUDING BUT NOT LIMITED TO FIRE SUPPRESSION, FIRE ALARM DEVICES, SECURITY DEVICES, EXIT DEVICES, DIFFUSERS, LIGHTING, LIGHTING CONTROL DEVICES, AND ACCESS PANELS. CEILING HEIGHTS ARE SHOWN TO HEIGHT ABOVE FINISH FLOOR. U.O.N. CLG HEIGHTS ARE ASSUMED TO BE AT 9'-0" ABOVE F.F. ALL CEILING GRIDS TO BE CENTERED IN ROOMS UNLESS NOTED OTHERWISE. ALL LIGHTS, SPEAKERS, SPRINKLERS, SIGNAGE, STROBES AND OTHER HARDWARE INSTALLED IN TILED CEILING SYSTEMS TO BE CENTERED IN TILES IN BOTH DIRECTIONS UNLESS NOTED OTHERWISE. ALIGN ALL CEILING MOUNTED DEVICES. REFERENCE ROOM FINISH SCHEDULE FOR ADDITIONAL CEILING FINISH INFORMATION. CEILING MOUNTED EXIT SIGNS TO BE CENTERED WITHIN DOOR FRAME OR OPENING. MOUNT 4" OFF FACE OF WALL. ALL SPRINKLER HEADS, JUNCTION BOXES & SMOKE DETECTORS TO ALIGN WITH ADJACENT LIGHT FIXTURES, AND BE CENTERED IN THE CEILING TILE UNLESS NOTED OTHERWISE. COORDINATE LOCATIONS OF CEILING ACCESS PANELS WITH THE FINAL LOCATIONS OF MECHANICAL EQUIPMENT AS REQUIRED TO SERVICE EQUIPMENT AND TO PROVIDE ACCESS TO ALL ABOVE CEILING EQUIPMENT. AT CONTINUOUS RUNS OF GYPSUM BOARD ASSEMBLIES, PROVIDE CONTROL JOINTS AT A MAXIMUM OF (1) PER 50 FEET, NOT TO EXCEED INDIVIDUAL AREAS OF 2,500 SQUARE FEET.
EXPOSED CEILING 2' x 2' ACOUSTICAL CEILING TILE GYPSUM BOARD - PAINT
D
STRUCTURAL STEEL BEAM - PAINT 1' x 4' FLUORESCENT EMERGENCY FIXTURE 1' x 4' FLUORESCENT FIXTURE 2' x 4' FLUORESCENT EMERGENCY FIXTURE 2' x 4' FLUORESCENT FIXTURE 2' x 2' FLUORESCENT FIXTURE 2' x 2' FLUORESCENT EMERGENCY FIXTURE N
RECESSED LIGHT
OPEN CLG
JAMIE M. DUBBE
CEILING HEIGHT ABOVE FINISH FLOOR
AR CH
IT
C
EC T SEAL
HVAC AIR SUPPLY GRILLE 8' - 0" A.F.F.
HVAC EXHAUST OR RETURN GRILLE OPEN CLG
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
EXIT SIGN, ARROW SHOWS DIRECTION
3 8' - 0" A.F.F.
EXISTING BUILDING 470
106
A/E INFO
C1 A-561
s
CEILING MOUNTED SPEAKER - SEE AUDIO VIDEO
M
CEILING MOUNTED MICROPHONE - SEE AUDIO VIDEO
APPROVED
100 CEILING MOUNTED SMOKE DETECTOR - SEE FIRE PROTECTION
4 102A
ACTIVITY
SATISFACTORY TO DATE
ROOM SCHEDULE Number
FOR COMMANDER NAVFAC / B.L.T.L.
DES
Name
DRW
JMD
IPT TECH. BRANCH HEAD
LAS 02/16/16
KEYPLAN PLAN NORTH
P-603
B470
VIRGINIA BEACH, VIRGNIA
SCALE:
P-603 - FIRST FLOOR REFLECTED CEILING PLAN
EPROJECT NO.
GRAPHIC SCALE:
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
112A 113 114
6
B
NAS OCEANA-DAM NECK ANNEX
104
NAVAL STATION NORFOLK
105
IPT-HAMPTON ROADS
5
NAVAL FACILITIES ENGINEERING COMMAND
103
CORRIDOR EMD OPEN OFFICE BUNK ROOM BUNK ROOM OFFICE OFFICE TRAINING CLASSRM EQUIPMENT SPACE MECH NMCI COMM UPS ELECT WOMEN'S RESTRM / SHOWER LACTATION MEN'S RESTRM / SHOWER JAN / STORAGE
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
100 101 102A 102B 103 104 105 106 107 108 109 110 111 112
B
PLAN NORTH
EV
CHIEF ENG/ARCH
102B
101
CHK
ABC
PROJECT MANAGER
P-603 - FIRST FLOOR REFLECTED CEILING PLAN
114
C1 A-301
SECURITY CAMERA
A REVDATE: 2/14/2016 4:30:01 PM
V
Lic. No.014772
10' - 0"
DEPARTMENT OF THE NAVY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
C1 A-561
113
LTH O F EA
NI A GI IR
COVE LED - SEE ELECTRICAL
W
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
SCALE: 1/8" = 1'-0"
0' 1/8" =1'-0"
4'
8'
16'
12712836 SHEET
70
OF
296
A-121
1
2
3
4
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
D
3.
APPR
E
DATE
D
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
DESCRIPTION
C
5
SYM
B
4
O
A
3
M
2
COM
1
GENERAL NOTES 1.
A1 A-302
2. A1 A-301
1
A2 A-302
1
D
207 10' - 10"
3. 4. 5.
A4 A-312
206
208
2 s
s
6. 7.
s
2
8. 9. 4' - 10"
4' - 10"
2
10.
10' - 0" A.F.F.
1' - 5"
OPEN CLG 2 s
1' - 5"
s
11.
1' - 5" 210
8' - 6"
LEGEND
FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND, AND ABBREVIATIONS REFER TO SHEET A-001. ARCHITECTURAL CEILING PLANS SHOW DIMENSIONING AND PLACEMENT OF VARIOUS CEILING MOUNTED DEVICES. REFER TO MEP DRAWINGS AND SPECIFICATIONS FOR ALL OTHER INFORMATION FOR MEP SYSTEMS INCLUDING BUT NOT LIMITED TO FIRE SUPPRESSION, FIRE ALARM DEVICES, SECURITY DEVICES, EXIT DEVICES, DIFFUSERS, LIGHTING, LIGHTING CONTROL DEVICES, AND ACCESS PANELS. CEILING HEIGHTS ARE SHOWN TO HEIGHT ABOVE FINISH FLOOR. U.O.N. CLG HEIGHTS ARE ASSUMED TO BE AT 9'-0" ABOVE F.F. ALL CEILING GRIDS TO BE CENTERED IN ROOMS UNLESS NOTED OTHERWISE. ALL LIGHTS, SPEAKERS, SPRINKLERS, SIGNAGE, STROBES AND OTHER HARDWARE INSTALLED IN TILED CEILING SYSTEMS TO BE CENTERED IN TILES IN BOTH DIRECTIONS UNLESS NOTED OTHERWISE. ALIGN ALL CEILING MOUNTED DEVICES. REFERENCE ROOM FINISH SCHEDULE FOR ADDITIONAL CEILING FINISH INFORMATION. CEILING MOUNTED EXIT SIGNS TO BE CENTERED WITHIN DOOR FRAME OR OPENING. MOUNT 4" OFF FACE OF WALL. ALL SPRINKLER HEADS, JUNCTION BOXES & SMOKE DETECTORS TO ALIGN WITH ADJACENT LIGHT FIXTURES, AND BE CENTERED IN THE CEILING TILE UNLESS NOTED OTHERWISE. COORDINATE LOCATIONS OF CEILING ACCESS PANELS WITH THE FINAL LOCATIONS OF MECHANICAL EQUIPMENT AS REQUIRED TO SERVICE EQUIPMENT AND TO PROVIDE ACCESS TO ALL ABOVE CEILING EQUIPMENT. AT CONTINUOUS RUNS OF GYPSUM BOARD ASSEMBLIES, PROVIDE CONTROL JOINTS AT A MAXIMUM OF (1) PER 50 FEET, NOT TO EXCEED INDIVIDUAL AREAS OF 2,500 SQUARE FEET.
EXPOSED CEILING 2' x 2' ACOUSTICAL CEILING TILE GYPSUM BOARD - PAINT
D
STRUCTURAL STEEL BEAM - PAINT 1' x 4' FLUORESCENT EMERGENCY FIXTURE 1' x 4' FLUORESCENT FIXTURE 2' x 4' FLUORESCENT EMERGENCY FIXTURE 2' x 4' FLUORESCENT FIXTURE 2' x 2' FLUORESCENT FIXTURE 2' x 2' FLUORESCENT EMERGENCY FIXTURE N
COVE LED - SEE ELECTRICAL RECESSED LIGHT
M
W
LTH O F EA
V
JAMIE M. DUBBE
NI A GI IR
s
1' - 5"
APPR
EF
DATE
E
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
DESCRIPTION
D
5
SYM
C
B
4
O
A
3
M
2
COM
1
Lic. No.014772
#
WORK NOTES:
CEILING HEIGHT ABOVE FINISH FLOOR
AR CH
IT
C
EC T SEAL
2
1. 2.
209
205
HVAC AIR SUPPLY GRILLE
EXTERIOR STAIR METAL CANOPY - SEE STAIR DETAILS CEILING ACCESS PANEL
HVAC EXHAUST OR RETURN GRILLE
10' - 0" A.F.F. 12' - 0" A.F.F.
B3 A-561
s
3 200
C3 A-561
SECURITY CAMERA
EXISTING BUILDING 470
A/E INFO
2
201
2
CEILING MOUNTED SMOKE DETECTOR - SEE FIRE PROTECTION SATISFACTORY TO DATE
7' - 0" A.F.F.
s
DES
211
200 201 202 203 204 205 206 207 208 209 210 211
s
203
6
Name CORRIDOR BREAK ROOM TRAINING T/O US/UK SECURE ROOM WATCH-FLOOR OPS OPEN OFFICE OPS CUR OPS DATA/EQUIP. ROOM CONFERENCE ROOM JAN
KEYPLAN PLAN NORTH
P-603
PLAN NORTH
LAS 02/16/16
P-603 - SECOND FLOOR REFLECTED CEILING PLAN
B470
SCALE: EPROJECT NO.
GRAPHIC SCALE:
SCALE: 1/8" = 1'-0"
B P-603 - SECOND FLOOR REFLECTED CEILING PLAN
ALIGN
Number
204
NAVAL FACILITIES ENGINEERING COMMAND
ROOM SCHEDULE
2
s
EV
CHIEF ENG/ARCH
202
5
CHK
ABC
IPT TECH. BRANCH HEAD
A1 A-561
B
DRW
JMD
PROJECT MANAGER
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
8' - 0" A.F.F.
s
FOR COMMANDER NAVFAC / B.L.T.L.
VIRGINIA BEACH, VIRGNIA
s
CEILING MOUNTED MICROPHONE - SEE AUDIO VIDEO
1' - 4"
s
M
ACTIVITY
OPEN CLG
4
CEILING MOUNTED SPEAKER - SEE AUDIO VIDEO
NAS OCEANA-DAM NECK ANNEX
1' - 4"
s
NAVAL STATION NORFOLK
C1 A-301
APPROVED
IPT-HAMPTON ROADS
B1 A-561
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
EXIT SIGN, ARROW SHOWS DIRECTION
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
s
DEPARTMENT OF THE NAVY
s
A REVDATE: 2/14/2016 4:30:07 PM
10' - 0"
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
0' 1/8" =1'-0"
4'
8'
16'
12712837 SHEET
71
OF
296
A-122
1
2
3
4
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
A
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
11' - 2"
10' - 10"
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
GENERAL NOTES
4. 5. 6. 7. 8.
C1 A-321
6
6
6
V
JAMIE M. DUBBE
Lic. No.014772 AR CH
IT
C
EC T SEAL
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
A-405
3
A-405
UP
APPROVED
S1
14
15
S2G 5
L7
41' - 1"
5
10
A-321
SUBSTATION 8
10
7
TYP
9
14
11
6
6
12' - 0"
9 1/2"
17' - 3 1/2"
M1A 14
9
37' - 4"
12' - 0" 114' - 8"
5 1/4"
L8
2
15
STORAGE 10
14
14
12
14 L8
14
15
DN
B1 A-552
C1 A-552
A1 A-211
1"
CA
EV
LAS 02/16/16
CHIEF ENG/ARCH
C1 A-211
BATH 9
5 13
CHK
ABC
IPT TECH. BRANCH HEAD
11
15
DRW
JMD
8' - 8"
WORKRM/STORAGE 3
C2 9' - 11"
DES
PROJECT MANAGER
SWITCHGEAR 1
A-405
10
7
10
5
6
7' - 4"
B1
7
SATISFACTORY TO DATE
16
B3
M1A
5
3' - 4"
10
9' - 7 1/4"
14 10
15
4
15 7
6
ACTIVITY
4
25' - 10 3/4" 14
C3 A-211
6
GENERATORS 2
FOR COMMANDER NAVFAC / B.L.T.L.
1
6
CHILLERS 7
14
SHOWER 6
6
+ / - 92' - 10" DEPARTMENT OF THE NAVY
B
14
14
S2H
15
CB
PLAN NORTH
B469 - FLOOR PLAN
SCALE:
SCALE: 1/8" = 1'-0"
EPROJECT NO.
GRAPHIC SCALE:
B
B469 - FLOOR PLAN
14
RESTRM 5
5
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
6
S1
4' - 6 3/4"
8
OFFICE 4
DN
8 TYP
14
S1
14
8' - 1 3/4"
C1
1' - 4"
L7
A-405
A/E INFO
13
A-552
B2
3
VIRGINIA BEACH, VIRGNIA
3
C2
NAS OCEANA-DAM NECK ANNEX
TYP
NAVAL STATION NORFOLK
1
IPT-HAMPTON ROADS
TYP
NAVAL FACILITIES ENGINEERING COMMAND
2
SIM
+ / - 43' - 0"
TYP
B1 A-552
4' - 3" 2' - 5"
9 1/2"
12
B1
B1 A-211
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
34' - 11"
A REVDATE: 2/14/2016 4:36:20 PM
LTH O F EA
A1
9 1/2"
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_CUP_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
N
W
NI A GI IR
4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16.
COPPER SCUPPERS AND DOWNSPOUTS EXTERIOR VERTICAL PRECAST SHAPE BLANK OFF EXISTING 2'-4" W X 14'-0" H LOUVER WITH AN INSULATED SHEET METAL PANEL. GENERATOR, RE: ELECTRICAL ELECTRICAL EQUIPMENT, RE: ELECTRICAL MECHANICAL EQUIPMENT, RE:MECHANICAL CHILLER, RE: MECHANICAL PUMP, RE: MECHANICAL BOILER, RE: MECHANICAL STRUCTURAL FOUNDATION, RE: STRUCT PIT, RE:STRUCTURAL SPLASH BLOCK, RE: CIVIL GUARDRAIL FLOOR DRAIN CLEAN OUT EXISTING LADDER TO BE REINSTALLED CENTERED ON EXISTING PILASTER
O
1. 2. 3.
EXISTING BLDG B469 WITH MODIFICATIONS
NEW ADDITION
WORK NOTES:
M
#
D
COM
D
DESCRIPTION
2. 3.
DATE
RE: SHEET A-001 FOR ARCHITECTURAL MATERIAL LEGEND,AND ABBREVIATIONS. RE: SHEET A-002 FOR ARCHITECTURAL GENERAL NOTES. REFERENCE LIFE SAFETY DRAWINGS FOR FIRE RATED WALL LOCATIONS. ALL FIRE RATED WALLS AND SMOKE PARTITIONS ARE CONTINUOUS ACROSS ALL DOOR OPENINGS. RE: SHEET A-601 FOR THE ROOM FINISH SCHEDULE AND MATERIAL LEGEND FOR ROOM FINISH INFORMATION. ALL INT/EXT DIMENSIONS FROM: FACE OF MASONRY TO FACE OF MASONRY, U.N.O. THE FINISHED FLOOR ELEVATION IS 100'-0" UNLESS NOTED OTHERWISE. SEE DRAWINGS A-501 AND A-502 FOR PARTITION TYPES REFERENCED ON THIS PLAN PENETRATIONS WITHIN EXISTING WALLS TO REMAIN THAT ARE SHOWN AS FIRE RATED ON G-021 ARE TO BE FILLED TO RETAIN FIRE RATING. REFER TO DETAIL B2/A-522 FOR TYP. DETAIL.
SYM
1.
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
0' 1/8" =1'-0"
4'
8'
16'
12712838 SHEET
72
OF
296
A-130
1
2
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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
2
APPR
1
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
GENERAL NOTES RE: SHEET A-001 FOR ARCHITECTURAL MATERIAL LEGEND,AND ABBREVIATIONS. RE: SHEET A-002 FOR ARCHITECTURAL GENERAL NOTES. CRICKETS AT ADDITION TO BE SLOPED 2X SLOPE. CRICKETS AT B469 ROOF REPLACEMENT TO BE 1/2" SLOPE PER 1'-0".
2. 3.
DATE
1.
D
COPPER SCUPPERS AND DOWNSPOUTS. MEMBRANE ROOF ON RIGID INSULATION. SLOPING CRICKETS USING TAPERED INSULATION. METAL LADDER. ROOF DRAIN AND OVERFLOW DRAIN, RE: DETAIL B3/A571 MTL SCREEN WALL WALK PADS MECH EQUIPMENT, RE: DETAIL B4/A-572 & MECH DWGS SILENCER, RE: MECHANICAL GENERATOR SUPPLY FAN, FILL EMPTY AREA WITH INSULATION RE: DETAIL A4/A-572 & MECH DWGS ABOVE ROOF DUCT WORK, RE: MECHANICAL MECH EQUIPMENT, RE: DETAILS A2/A-552, B2/A-552 & MECH DWGS MECH DUCTS, RE: DETAIL B2/A-572 & MECH DWGS MECH MUFFLER DUCTS, RE: DETAIL A2/A-572 & MECH DWGS
11. 12.
N
W
LTH O F EA
V
COM
M
13. 14.
SYM
1. 2. 3. 4. 5. 6. 7. 8. 9. 10.
O
WORK NOTES
JAMIE M. DUBBE
NI A GI IR
X
DESCRIPTION
D
Lic. No.014772
A3
A-321
1
1
C
CB
C1
5
1
3
C3
5
A-571
3
A-321
AR CH
5
IT
EC T SEAL
C1
10
13
11
4 13
3
7
13
B3
8
A-552
9 FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
2
SLOPE TO MATCH EXISTING
4
4' - 5" 14
SATISFACTORY TO DATE
14
DES
12
B3
A4
13
3
6
5
3
5
PLAN NORTH
B469 - ROOF PLAN DEPARTMENT OF THE NAVY
SCALE: 1/8" = 1'-0"
REVDATE: 2/14/2016 4:36:24 PM
A
SCALE: EPROJECT NO.
GRAPHIC SCALE:
B469 - ROOF PLAN
5
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
C2
VIRGINIA BEACH, VIRGNIA
A-552
B
NAS OCEANA-DAM NECK ANNEX
C4
NAVAL STATION NORFOLK
A-552
13
LAS 02/16/16
A-552
IPT-HAMPTON ROADS
B4
B1
EV
CHIEF ENG/ARCH
NAVAL FACILITIES ENGINEERING COMMAND
5' - 2 3/8"
CHK
ABC
IPT TECH. BRANCH HEAD
A-535
A-321
DRW
JMD
PROJECT MANAGER
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
8
SLOPE
1/2" / 12"
8
A/E INFO APPROVED
SLOPE TO MATCH EXISTING
8
B
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
0' 1/8" =1'-0"
4'
8'
16'
12712839 SHEET
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296
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CA
5' - 4"
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_CUP_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
5 LEGEND
2.
3.
D
4. 5. 6. 7. 8. 9. 10.
11.
FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND, AND ABBREVIATIONS REFER TO SHEET A-001. ARCHITECTURAL CEILING PLANS SHOW DIMENSIONING AND PLACEMENT OF VARIOUS CEILING MOUNTED DEVICES. REFER TO MEP DRAWINGS AND SPECIFICATIONS FOR ALL OTHER INFORMATION FOR MEP SYSTEMS INCLUDING BUT NOT LIMITED TO FIRE SUPPRESSION, FIRE ALARM DEVICES, SECURITY DEVICES, EXIT DEVICES, DIFFUSERS, LIGHTING, LIGHTING CONTROL DEVICES, AND ACCESS PANELS. CEILING HEIGHTS ARE SHOWN TO HEIGHT ABOVE FINISH FLOOR. U.O.N. CLG HEIGHTS ARE ASSUMED TO BE AT 9'-0" ABOVE F.F. ALL CEILING GRIDS TO BE CENTERED IN ROOMS UNLESS NOTED OTHERWISE. ALL LIGHTS, SPEAKERS, SPRINKLERS, SIGNAGE, STROBES AND OTHER HARDWARE INSTALLED IN TILED CEILING SYSTEMS TO BE CENTERED IN TILES IN BOTH DIRECTIONS UNLESS NOTED OTHERWISE. ALIGN ALL CEILING MOUNTED DEVICES. REFERENCE ROOM FINISH SCHEDULE FOR ADDITIONAL CEILING FINISH INFORMATION. CEILING MOUNTED EXIT SIGNS TO BE CENTERED WITHIN DOOR FRAME OR OPENING. MOUNT 4" OFF FACE OF WALL. ALL SPRINKLERS, JUNCTION BOXES & SMOKE DETECTORS TO ALIGN WITH ADJACENT LIGHT FIXTURES, UNLESS NOTED OTHERWISE. COORDINATE LOCATIONS OF CEILING ACCESS PANELS WITH THE FINAL LOCATIONS OF MECHANICAL EQUIPMENT AS REQUIRED TO SERVICE EQUIPMENT AND TO PROVIDE ACCESS TO ALL ABOVE CEILING EQUIPMENT. AT CONTINUOUS RUNS OF GYPSUM BOARD ASSEMBLIES, PROVIDE CONTROL JOINTS AT A MAXIMUM OF (1) PER 50 FEET, NOT TO EXCEED INDIVIDUAL AREAS OF 2,500 SQUARE FEET.
EXPOSED CEILING 2' x 2' ACOUSTICAL CEILING TILE GYPSUM BOARD - PAINT
D
STRUCTURAL STEEL BEAM - PAINT 1' x 4' FLUORESCENT EMERGENCY FIXTURE 1' x 4' FLUORESCENT FIXTURE 2' x 4' FLUORESCENT EMERGENCY FIXTURE 2' x 4' FLUORESCENT FIXTURE 10' - 0"
CEILING HEIGHT ABOVE FINISH FLOOR HVAC AIR SUPPLY GRILLE
LTH O F EA
V
M COM
HVAC EXHAUST OR RETURN GRILLE
JAMIE M. DUBBE
EXIT SIGN
Lic. No.014772 AR CH
SECURITY CAMERA
IT
C
EC T SEAL
ROOF DRAIN
C1
C3
A-321
A-321
B1 A-211
CA
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
CB RESTRM 5
A/E INFO APPROVED
FOR COMMANDER NAVFAC / B.L.T.L.
C1
ACTIVITY
OFFICE 4
SATISFACTORY TO DATE DES
DRW
JMD
CHK
CRH
EV
PROJECT MANAGER
WORKRM/STORAGE 3 OPEN CLG
B1 A-321
C2 OPEN CLG A1 A-211 PLAN NORTH
REFLECTED CEILING PLAN
REVDATE: 2/14/2016 4:36:29 PM
SCALE: 1/8" = 1'-0"
SCALE: EPROJECT NO.
GRAPHIC SCALE:
B469 - REFLECTED CEILING PLAN
C3 A-211
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
OPEN CLG OPEN CLG
VIRGINIA BEACH, VIRGNIA
C1 A-211
B
NAS OCEANA-DAM NECK ANNEX
SWITCHGEAR 1
NAVAL STATION NORFOLK
SUBSTATION 8
CHILLERS 7
LAS 02/16/16
CHIEF ENG/ARCH
IPT-HAMPTON ROADS
OPEN CLG
IPT TECH. BRANCH HEAD
NAVAL FACILITIES ENGINEERING COMMAND
B
SHOWER 6
OPEN CLG
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
GENERATORS 2
DEPARTMENT OF THE NAVY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_CUP_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
A
NI A GI IR
O
N
W
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
0' 1/8" =1'-0"
4'
8'
16'
12712840 SHEET
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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
GENERAL NOTES 1.
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
4
DATE
3
DESCRIPTION
2
SYM
1
EF
E
D
C
10' - 8 7/8"
B
25' - 2" 1' - 10"
17' - 2"
1' - 10"
17' - 2"
1' - 10"
17' - 2"
1' - 10" 10' - 4" 3
1.
4
2. 3. 4.
T.O. PARAPET 138' - 8" AFF 2
5.
RE: SHEET A-001 FOR ARCHITECTURAL MATERIAL LEGEND AND ABBREVIATIONS. RE: SHEET A-002 FOR ARCHITECTURAL GENERAL NOTES. ALL MASONRY VENEER CUTS TO BE AT PILASTERS, U.O.N. ALL JOINTS BETWEEN PRECAST AND AROUND PRECAST TO BE 1/2". SEE TYPICAL DETAIL A5/A-551. DIMS TO OUTSIDE FACE OF PRECAST, U.O.N.
1
D
D
L4
FINISH SECOND FLR 118' - 0" AFF 5
L5
15 17 FINISH FIRST FLOOR 100' - 0" AFF B5 A-551
C1
15
NORTH ELEVATION
17
15
11
10
A-101 SCALE: 3/32" = 1'-0"
B
C
30' - 1"
C UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
10' - 4" 1' - 10"
D
32' - 0"
17' - 2"
1' - 10"
17' - 2"
1' - 10"
25' - 2" 17' - 2"
1' - 10"
4
EF
15. 16.
10' - 8 7/8"
17' - 2"
C3 A-571 TYP.
3
E
10' - 7 1/4"
1' - 10"
17. 18. 19.
18 TYP C4 A-554
2
20. 21.
N
W
LTH O F EA
V
JAMIE M. DUBBE
NI A GI IR
13. 14.
A
T.O. PARAPET 138' - 8" AFF
6. 7. 8. 9. 10. 11. 12.
6
16
4" DEEP SPLIT FACE CMU 6" DEEP PRECAST HORIZ SHAPE COPPER SCUPPERS AND DOWNSPOUTS COPPER COPING 6" DEEP PRECAST VERT SHAPE, SEE WALL SECTIONS FOR SPECIFIC SHAPE REFERENCE. CONCRETE PLATFORM. CONCRETE FOUNDATION WALL. CONCRETE LANDING STAIRS, MTL RAILINGS AND GUARDRAIL. CONCRETE PLATFORM. METAL STAIRS, LANDING, HANDRAIL AND GUARDRAIL. CONCRETE RAMP AND STAIRS, METAL HANDRAIL AND GUARDRAIL REMOVE TOP PORTION OF PARAPET TO ACCOMMODATE NEW 10" WIDE (WEIR LENGTH) SCUPPER WITH FASCIA CAP & COPING. CUT MASONRY VENEER AT CONNECTION WITH B470. CONCRETE SPLASH BLOCK, SEE DETAIL B1/A-572 AND CIVIL DWGS BUILDING SIGNAGE, RE; INTERIORS PIPES THROUGH EXTERIOR WALL, SEE DETAIL B4/A-522 AND MECHANICAL DWGS 1.25" CHAMFER PRECAST EDGES AT DOOR JAMBS. 1/2" PRECAST CONTROL JOINT. WALL HYDRANT, RE: PLUMB DWGS. MOUNT AT 32" ABOVE FINISH FLR AND 16" AWAY FROM PRECAST PILASTER OR CENTERED BETWEEN PRECAST PILASTERS. PRECAST CORNER JOINT, RE: A3/A-551. PRECAST SHAPE PP1 CONTINUES TO PILASTER
SYM
L2
1. 2. 3. 4. 5.
O
L6
L1
WORK NOTES
M
A3 A-551
12
X
COM
2
DESCRIPTION
5
C1 A-571
Lic. No.014772 AR CH
IT
C
EC T SEAL
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
1 13
5
A/E INFO APPROVED
FINISH SECOND FLR 118' - 0" AFF 2
C2 A-554 FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
C1 A-554
1 14
A4 A-554
2
SATISFACTORY TO DATE DES
DRW
JMD
CHK
ABC
EV
PROJECT MANAGER
FINISH FIRST FLOOR 100' - 0" AFF
11' - 5 1/2" 1' - 10"
30' - 9 1/2" 16' - 1"
1' - 10"
20
16' - 1"
1' - 10"
4
5
16' - 2" 16' - 0"
1' - 10"
20' - 0" 16' - 1"
1' - 10"
6 16' - 10 1/4"
16' - 1"
1' - 10" 11' - 5 1/2"
4 20
18 TYP
T.O. PARAPET 138' - 8" AFF
2 3 1 B4 A-554
5 2
FINISH SECOND FLR 118' - 0" AFF 5
L3
A
1
10
2
9
FINISH FIRST FLOOR 100' - 0" AFF
14
11
SCALE: EPROJECT NO.
GRAPHIC SCALE: A1
19
WEST ELEVATION
0' 3/32" =1'-0"
A-101 SCALE: 3/32" = 1'-0"
1
6'
12'
P-603 - EXTERIOR BUILDING ELEVATIONS
27' - 7"
3
B P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
2
VIRGINIA BEACH, VIRGNIA
1
NAS OCEANA-DAM NECK ANNEX
A-101 SCALE: 3/32" = 1'-0"
NAVAL STATION NORFOLK
SOUTH ELEVATION
21
IPT-HAMPTON ROADS
19
NAVAL FACILITIES ENGINEERING COMMAND
B1
LAS 02/16/16
CHIEF ENG/ARCH
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
B
IPT TECH. BRANCH HEAD
DEPARTMENT OF THE NAVY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
GENERAL NOTES
30' - 1"
18 TYP
REVDATE: 2/14/2016 4:30:12 PM
5
A
32' - 0"
1' - 10" 17' - 2"
11'-8".
4
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119
24'
NAVFAC DRAWING NO.
12712841 SHEET
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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
3
APPR
2
DATE
1
A-321
C1
C1
41' - 1"
41' - 1" 13
11' - 6"
4
1' - 10" EQ
9
TYP
1.
16' - 0"
1' - 10" EQ
11' - 6" 9
T.O. PARAPET 121' - 4" AFF
D
RE: SHEET A-001 FOR ARCHITECTURAL MATERIAL LEGEND,AND ABBREVIATIONS. RE: SHEET A-002 FOR ARCHITECTURAL GENERAL NOTES. EXTERIOR PLATFORM NOT SHOWING FOR CLARITY, SEE STRUCTURAL. ALL JOINTS BETWEEN PRECAST AND AROUND PRECAST TO BE 1/2". SEE TYPICAL DETAIL A5/A-551. ALL DIMS TO CENTER OF COLUMN LINE OR EDGE OF PRECAST, U.O.N.
2. 3.
4
T.O. PARAPET 121' - 4" AFF
4. 5.
2
EXIST PARAPET 117' - 4" AFF
1 6
5
8
7
L7
EXIST FIN FLR 100' - 0" AFF
C1
EAST ELEVATION
A-130 SCALE: 1/8" = 1'-0"
11
WEST ELEVATION
C3
WORK NOTES
1. 2.
4" DEEP SPLIT FACE CMU 6" DEEP PRECAST HORIZ SHAPE, SEE WALL SECTIONS FOR SPECIFIC SHAPE REFERENCE COPPER SCUPPERS AND DOWNSPOUTS COPPER COPING 6" DEEP PRECAST VERT SHAPE METAL LADDER CONCRETE FOUNDATION WALL. CONCRETE LANDING STAIRS, MTL RAILINGS AND GUARDRAILS. 1/2" PRECAST CONTROL JOINT SPLASH BLOCK, SEE DETAIL B1/A-572 AND CIVIL DWGS. CHAMFERED EDGE OF CONCRETE FOUNDATION WALL, RE: STRUCT. CONTINUOUS BLACK LAMINATED RUBBER DOCK BUMPER. RE: DETAIL A4/A-581 ALUM ROOF SCREEN - COLOR TO MATCH EXISTING. EXISTING METAL LADDER TO BE REINSTALLED CENTERED ON EXISTING PILASTER CA
12.
A-130 SCALE: 1/8" = 1'-0" 13. 14.
C1
CB
A-321
TYP
D
N
W
LTH O F EA
V
JAMIE M. DUBBE
NI A GI IR
X
3. 4. 5. 6. 7. 8. 9. 10. 11.
FIN FLOOR 100' - 0" AFF
8
APPR
GENERAL NOTES
C2
DATE
C2
B1
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
DESCRIPTION
A-535
5
SYM
B3
A-321
4
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B1
3
M
2
COM
1
114' - 8" Lic. No.014772
14' - 8"
1' - 10"
14' - 8"
14' - 8"
1' - 10"
14' - 8"
1' - 10"
14' - 8"
1' - 10"
14' - 8"
1' - 10"
TYP
9
3
EQ
C
7' - 5" AR CH
C3 A-571
6
6
1' - 10"
EQ
IT
EC T
T.O. PARAPET 121' - 4" AFF 4
EXIST PARAPET 117' - 4" AFF
SEAL
2 TYP 1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
1 5
A/E INFO APPROVED
8 L7
FOR COMMANDER NAVFAC / B.L.T.L.
EXIST FIN FLR 100' - 0" AFF
FIN FLOOR 100' - 0" AFF
ACTIVITY
SATISFACTORY TO DATE
10
8 B1
11
10
DES
10 7
DRW
JMD
CHK
ABC
EV
PROJECT MANAGER IPT TECH. BRANCH HEAD
NORTH ELEVATION
LAS 02/16/16
CHIEF ENG/ARCH
14' - 8"
1' - 10"
14' - 8"
1' - 10"
14' - 8"
1' - 10"
14' - 8"
1' - 10"
14' - 8"
1' - 10"
13
8' - 0"
4 9
TYP
EQ.
EQ.
EQ.
EQ.
T.O. PARAPET 121' - 4" AFF EXIST PARAPET 117' - 4" AFF L8
2
L8
1 5
FIN FLOOR 100' - 0" AFF
EXIST FIN FLR 100' - 0" AFF
7
12 A1
11
12
SOUTH ELEVATION
A-130 SCALE: 1/8" = 1'-0"
SCALE: EPROJECT NO.
GRAPHIC SCALE:
B469 - EXTERIOR BUILDING ELEVATIONS
1' - 10"
A-321
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
14' - 8"
A-552
VIRGINIA BEACH, VIRGNIA
1' - 10"
C3
B
NAS OCEANA-DAM NECK ANNEX
7' - 5"
C4
NAVAL STATION NORFOLK
114' - 8"
6
IPT-HAMPTON ROADS
CB
A-321
NAVAL FACILITIES ENGINEERING COMMAND
C1 CA
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
A-130 SCALE: 1/8" = 1'-0"
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
0' 1/8" =1'-0"
4'
8'
16'
12712842 SHEET
76
OF
296
A-211
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DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
A
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
1' - 10"
A-321
B
A REVDATE: 2/14/2016 4:36:32 PM
8' - 0"
C3
DEPARTMENT OF THE NAVY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_CUP_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
1. 2.
DATE
GENERAL NOTES RE: SHEET A-001 FOR ARCHITECTURAL MATERIAL LEGEND,AND ABBREVIATIONS. RE: SHEET A-002 FOR ARCHITECTURAL GENERAL NOTES
A2 A-302
A4 A-312
C
A1 A-302
SIM/ REV
D
E
EF
A1 A-301
D A2 A-311
T.O. PARAPET 138' - 8" AFF
3 2
7
WATCH-FLOOR 205
2
6
205 210
2
BREAK ROOM 7 201
X
WORK NOTES
1. 2. 3. 4. 5. 6. 7. 8. 9.
DATA RACKS. AV EQUIPMENT. APPLIANCE MECH CRAC UNITS WRAPPED STEEL COLUMNS, SEE PLAN FOR TYPICAL DETAIL FINISHED OPENING INTO BREAK ROOM WALL MOUNTED HANDRAIL SIGNAGE, RE: INTERIORS LOUVER
DESCRIPTION
D
B
SYM
A
CORRIDOR 200
FINISH SECOND FLR 118' - 0" AFF N
M COM
8
1
CORRIDOR 100
4
4
100
Lic. No.014772
114
AR CH
IT
C
EC T SEAL
FINISH FIRST FLOOR 100' - 0" AFF FIRST FLR T.O. STRUCT 98' - 0" AFF
C1
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
BUILDING SECTION
A-101 SCALE: 1/8" = 1'-0" A/E INFO APPROVED
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
6
5
4
3
2
C1 A-301
A1 A-311
1
A4 A-312
SATISFACTORY TO DATE
A3
DES
A-311
PROJECT MANAGER
ABC
IPT TECH. BRANCH HEAD
CHK
EV
LAS 02/16/16
1
5
5
EQUIPMENT SPACE 106
5
5
1 4
1
4
1
NMCI 108
107A CORRIDOR 100
UPS 110
DEPARTMENT OF THE NAVY
4
FINISH FIRST FLOOR 100' - 0" AFF FIRST FLR T.O. STRUCT 98' - 0" AFF
BUILDING SECTION
VIRGINIA BEACH, VIRGNIA
SCALE:
A-101 SCALE: 1/8" = 1'-0"
EPROJECT NO.
GRAPHIC SCALE:
P-603 - BUILDING SECTIONS
SECOND FLR T.O. STRUCT 116' - 6" AFF
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
FINISH SECOND FLR 118' - 0" AFF
B
NAS OCEANA-DAM NECK ANNEX
WATCH-FLOOR 205
IPT-HAMPTON ROADS
NAVAL FACILITIES ENGINEERING COMMAND
2
NAVAL STATION NORFOLK
CHIEF ENG/ARCH
T.O. PARAPET 138' - 8" AFF
A1
DRW
JMD
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
0' 1/8" =1'-0"
4'
8'
16'
12712843 SHEET
77
OF
296
A-301
1
2
3
4
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
4
JAMIE M. DUBBE
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
V
O
1
2
A REVDATE: 2/14/2016 4:30:20 PM
9
EQUIPMENT SPACE 106
C
B
LTH O F EA
NI A GI IR
SECOND FLR T.O. STRUCT 116' - 6" AFF
W
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
1. 2. 3.
1
RE: SHEET A-001 FOR ARCHITECTURAL MATERIAL LEGEND,AND ABBREVIATIONS. RE: SHEET A-002 FOR ARCHITECTURAL GENERAL NOTES SEE FURTHER PRECAST INFORMATION ON A-551
T.O. PARAPET 138' - 8" AFF
RIGID INSULATION (R-12)
X
WORK NOTES
1.
EXISTING ROOF SYSTEM TO BE REPLACE DOWN TO EXISTING DECK METAL LADDER PRECAST CORNER JOINT, RE: A3/A-551
2. 3.
C4 A-571
DESCRIPTION
D
PRECAST STRAP ANCHOR
SYM
D
DATE
GENERAL NOTES
ROOF T.O. STRUCT 134' - 10 1/2" AFF
COPPER SCUPPER AND DOWNSPOUT
LTH O F EA
V
M
6"
COM
JAMIE M. DUBBE
NI A GI IR
O
N
W
Lic. No.014772
1' - 5 1/8"
5
4
3
20' - 0" B1 A-534
STL ANGLE RE: STRUCT
11' - 11 1/2" +/2
THRU WALL FLASHING
2
16' - 2"
30' - 9 1/2"
C1 A-301
17' - 11"
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
27' - 7"
A1 A-312
17' - 11"
1
17' - 11"
A2 A-312
A4 A-311
17' - 11"
11' - 5 1/2"
A/E INFO APPROVED
3
T.O. PARAPET 138' - 8" AFF
FINISH SECOND FLR 118' - 0" AFF
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
SECOND FLR T.O. STRUCT 116' - 6" AFF
SATISFACTORY TO DATE DES
DRW
JMD
ABC
CHK
EV
PROJECT MANAGER
FLUID APPLIED VAPOR BARRIER
IPT TECH. BRANCH HEAD
ELEVATOR
102B
ELEV. EQUIP.
WOMEN'S SHOWER
THRU WALL FLASHING BASEMENT
PRECAST STRAP ANCHOR DRAINAGE TRENCH FINISH FIRST FLOOR 100' - 0" AFF
A2
C2 A-571 3
FINISH FIRST FLOOR 100' - 0" AFF FIRST FLR T.O. STRUCT 98' - 0" AFF
BASEMENT
B470 - BUILDING SECTION AND EAST P603 ADDITION ELEVATION
A-101 SCALE: 1/8" = 1'-0"
CONC PLATFORM, RE: STRUCTURAL
GRAPHIC SCALE:
SCALE: EPROJECT NO.
0' A1
WALL SECTION AT VEERT PRECAST PILASTER
4'
8'
16'
P-603 - BUILDING & WALL SECTIONS
COPPER DOWNSPOUT
A2 A-571 MEN'S SHOWER A1 A-554
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
CORRIDOR
SECOND FLR T.O. STRUCT 116' - 6" AFF
VIRGINIA BEACH, VIRGNIA
3
B
NAS OCEANA-DAM NECK ANNEX
AIR SPACE
NAVAL STATION NORFOLK
FINISH SECOND FLR 118' - 0" AFF
IPT-HAMPTON ROADS
1
200
PRECAST PILASTER
NAVAL FACILITIES ENGINEERING COMMAND
CORRIDOR
RIGID INSULATION (R-12)
A1 A-572
LAS 02/16/16
CHIEF ENG/ARCH
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
B
A REVDATE: 2/14/2016 4:30:24 PM
IT
C
EC T SEAL
DEPARTMENT OF THE NAVY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
AR CH
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119
1/8" =1'-0"
NAVFAC DRAWING NO.
0'
A-101 SCALE: 3/8" = 1'-0"
3/8" =1'-0"
2'
4'
6'
12712844 SHEET
78
OF
296
A-302
1
2
3
4
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
A
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
COPPER COPING
A1 A-571
RIGID INSULATION (R-12)
COPPER COPING
PRECAST STRAP ANCHOR
T.O. PARAPET 138' - 8" AFF
PRECAST STRAP ANCHOR
D
COATED SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
COATED SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
PRECAST CORNICE - PP4 THRU WALL FLASHING
COVER BD ON RIGID INSULATION (R-25)
STL ANGLE, SEE STRUCT
MTL DECK, RE: STRUCT
COPPER COPING
COATED SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
PRECAST STRAP ANCHOR
T.O. PARAPET 138' - 8" AFF RIGID INSULATION (R-12)
T.O. PARAPET 138' - 8" AFF PRECAST CORNICE - PP4
FLUID APPLIED VAPOR BARRIER
COVER BD ON RIGID INSULATION (R25)
RIGID INSULATION (R-12)
PRECAST CORNICE PP4
C1 MTL DECK/ JOISTS, RE: STRUCT
A-551
GENERAL NOTES
E
ROOF T.O. STRUCT 134' - 10 1/2" AFF COVER BD ON RIGID INSULATION (R-25)
1.
COPPER COPING 2.
PRECAST STRAP ANCHOR
T.O. PARAPET 138' - 8" AFF
PRECAST CORNICE - PP4
RE: SHEET A-001 FOR ARCHITECTURAL MATERIAL LEGEND,AND ABBREVIATIONS. RE: SHEET A-002 FOR ARCHITECTURAL GENERAL NOTES SEE FURTHER PRECAST INFORMATION ON A551
D
COATED SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
RIGID INSULATION (R-12) THRU WALL FLASHING
COVER BD ON RIGID INSULATION (R-25)
THRU WALL FLASHING STL ANGLE, RE: STRUCT
3.
DATE
EF
1
EF
DESCRIPTION
E
STL ANGLE, RE: STRUCT
SYM
6
MTL DECK/ JOISTS, RE: STRUCT
MTL DECK, RE: STRUCT 1' - 2 3/4" CMU, RE: STRUCT
6"
6"
6"
6"
1' - 2 3/4"
RAISED ACCESS FLOORING, FINISHED AS SCHEDULED
PRECAST BAND - PP2
FINISH SECOND FLR 118' - 0" AFF THRU WALL FLASHING
M
SEE PARTITION TYPE AND FINISH SCHEDULE
DOOR AS SCHEDULED
FLR FINISH AS SCHEDULED
RAISED ACCESS FLOORING, SEE FINISH SCHEDULE
CONC SLAB, RE: STRUCT
SECOND FLR T.O. STRUCT 116' - 6" AFF
STL ANGLE, RE: STRUCT
STL ANGLE, RE: STRUCT
PRECAST BAND - PP2 FINISH SECOND FLR 118' - 0" AFF
SECOND FLR T.O. STRUCT 116' - 6" AFF
SECOND FLR T.O. STRUCT 116' - 6" AFF THRU WALL FLASHING
STL ANGLE, RE: STRUCT
CEILING AS SCHEDULED
Lic. No.014772 AR CH
STL ANGLE, RE: STRUCT
SEAL
SEE PARTITION TYPE AND FINISH SCHEDULE
RAISED ACCESS FLOORING, SEE FINISH SCHEDULE
PRECAST BAND - PP2
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
FINISH SECOND FLR 118' - 0" AFF
THRU WALL FLASHING
A/E INFO APPROVED
SECOND FLR T.O. STRUCT 116' - 6" AFF
STL ANGLE, RE: STRUCT
MASONRY TIES @ 16"
CONC SLAB, RE: STRUCT
THRU WALL FLASHING WITH WEEPS AT 32"
SEE FINISH SCHEDULE
PRECAST WATER TABLE - PP6 PRECAST STRAP ANCHOR
CONC SLAB, RE: STRUCT
FINISH FIRST FLOOR 100' - 0" AFF
FINISH FIRST FLOOR 100' - 0" AFF
FIRST FLR T.O. STRUCT 98' - 0" AFF
A2 A-554
CONCRETE PLATFORM, RE: STRUCT
VAPOR RETARDER/ POROUS FILL, RE: STRUCT
FLUID APPLIED VAPOR BARRIER CMU, RE: STRUCT SEE PARTITION TYPE AND FINISH SCHEDULE LOW STEM WALL TO REMAIN
CONC SLAB, RE: STRUCT, SEE FINISH SCHEDULE FINISH FIRST FLOOR 100' - 0" AFF
C4 A-551
VAPOR RETARDER/ POROUS FILL, RE: STRUCT
DRAINAGE TRENCH, RE: STRUCT
VAPOR RETARDER/ POROUS FILL, RE: STRUCT
GRADE BEAM, RE: STRUCT
RIGID INSULATION (R-12)
SCALE: EPROJECT NO.
WALL SECTION
A-301 SCALE: 3/8" = 1'-0"
A2
WALL SECTION
A-301 SCALE: 3/8" = 1'-0"
A3
WALL SECTION
A-301 SCALE: 3/8" = 1'-0"
A4
WALL SECTION
GRAPHIC SCALE:
B
P-603 - WALL SECTIONS
FLUID APPLIED VAPOR BARRIER UNDER PROTECTION BD AND INSULATION
CMU, SEE STRUCT
A-554
FLR FINISH AS SCHEDULED
FINISH FIRST FLOOR 100' - 0" AFF
GRADE
AIR SPACE
STL ANGLE, RE: STRUCT
RAISED ACCESS FLOORING, FINISHED AS SCHEDULED
PRECAST STRAP ANCHOR
METAL LOUVER, SEE LOUVER SCHED.
4" SPLIT FACE CMU
B2
PRECAST WATERTABLE PP3
4" SPLIT FACE CMU
MASONRY TIES AT 16"
STL ANGLE, RE: STRUCT
EV
LAS 02/16/16
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
B4 A-553
CHK
CHIEF ENG/ARCH
1' - 1 3/8"
THRU WALL FLASHING WITH WEEPS AT 32"
SEE PARTITION TYPE AND FINISHED SCHEDULE
ABC
IPT TECH. BRANCH HEAD
VIRGINIA BEACH, VIRGNIA
SEE PARTITION TYPE AND FINISH SCHEDULE
8' - 0"
FLUID APPLIED VAPOR BARRIER
B2 A-661
CEILING AS SCHEDULED
DRW
JMD
NAS OCEANA-DAM NECK ANNEX
B1 A-554
RIGID INSULATION (R-12)
DES
PROJECT MANAGER
AIR SPACE
CMU, RE: STRUCT
AIR SPACE
RIGID INSULATION (R-12)
NAVAL STATION NORFOLK
STRUCT STL, RE: STRUCT
SATISFACTORY TO DATE
STRUCT STL, RE: STRUCT
IPT-HAMPTON ROADS
STRUCT STL, RE: STRUCT
C2 A-661
CONC SLAB, RE: STRUCT
NAVAL FACILITIES ENGINEERING COMMAND
CONC SLAB, RE: STRUCT
FLUID APPLIED VAPOR BARRIER
ACTIVITY
BLDG 470 BEYOND
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
CONC SLAB, RE: STRUCT
4" SPLIT FACE CMU
A1
IT
C
EC T
FOR COMMANDER NAVFAC / B.L.T.L.
MASONRY TIES AT 16", TYP
B
THRU WALL FLASHING WITH WEEPS AT 32"
THRU WALL FLASHING WITH WEEPS AT 32"
JAMIE M. DUBBE
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
0'
A-101 SCALE: 3/8" = 1'-0" 3/8" =1'-0"
2'
4'
6'
12712845 SHEET
79
OF
296
A-311
1
2
3
4
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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
STL ANGLE, RE: STRUCT
A REVDATE: 2/14/2016 4:30:30 PM
SEE PARTITION TYPE AND FINISHED SCHEDULE
TYP
SEE PARTITION TYPE AND FINISHED SCHEDULE
B3 A-551
6"
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
THRU WALL FLASHING WITH WEEPS AT 32"
CEILING AS SCHED.
DEPARTMENT OF THE NAVY
C
CEILING AS SCHEDULED
COM
1' - 2 3/4"
V
NI A GI IR
CEILING AS SCHEDULED
LTH O F EA
O
N
W
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
1.
1' - 2"
RE: SHEET A-001 FOR ARCHITECTURAL MATERIAL LEGEND,AND ABBREVIATIONS. RE: SHEET A-002 FOR ARCHITECTURAL GENERAL NOTES SEE FURTHER PRECAST INFORMATION ON A-551
2.
A
COPPER COPING PRECAST STRAP ANCHOR
T.O. PARAPET 138' - 8" AFF
PRECAST CORNICE - PP4
C3 A-551
COATED SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
COPPER COPING PRECAST STRAP ANCHOR
T.O. STAIRS (LOW)
D COPPER COPING
139'-4"
T.O. PARAPET 138' - 8" AFF
PRECAST CORNICE - PP4
COATED SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
T.O. PARAPET 138' - 8" AFF
T.O. PARAPET 138' - 8" AFF
PRECAST STRAP ANCHOR
COATED SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
THRU WALL FLASHING STL ANGLE, RE: STRUCT
COVER BD ON RIGID INSULATION (R-25)
MTL JOIST & DECK, RE: STRUCT
MTL JOIST & DECK, RE: STRUCT
MTL DECK, RE: STRUCT
1' - 5 1/8"
MTL DECK & JOIST, RE: STRUCT
4" SPLIT FACE CMU
AIR SPACE
N
O M COM
AR CH
CEILING AS SCHEDULED
SEE PARTITION TYPE AND FINISH SCHEDULE
FINISH SECOND FLR 118' - 0" AFF SECOND FLR T.O. STRUCT 116' - 6" AFF T.O. EXISTING CONCRETE PARAPET
PRECAST BAND - PP2
115'-2"
B
THRU WALL FLASHING
RAISED ACCESS FLOORING, SEE FINISH SCHEDULE
RAISED ACCESS FLOORING, FINISH AS SCHEDULED
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
STL ANGLE, RE: STRUCT
A/E INFO APPROVED
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
FINISH SECOND FLR 118' - 0" AFF
FINISH SECOND FLR 118' - 0" AFF
FINISH SECOND FLR 118' - 0" AFF
SECOND FLR T.O. STRUCT 116' - 6" AFF
SECOND FLR T.O. STRUCT 116' - 6" AFF
SECOND FLR T.O. STRUCT 116' - 6" AFF
SATISFACTORY TO DATE
COATED SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
DES
CONC SLAB, RE: STRUCT
CONC SLAB, RE: STRUCT
CONC SLAB, RE: STRUCT
112'-8" F.V.
T.O. EXISTING MTL DECK AIR SPACE
6"
FLR AND WALL FINISH AS SCHEDULED
FINISH FIRST FLOOR 100' - 0" AFF
1
SIM CONC SLAB, RE: STRUCT
CONC SLAB, RE: STRUCT
FINISH FIRST FLOOR 100' - 0" AFF
VAPOR RETARDER/ POROUS FILL, RE: STRUCT A2
WALL SECTION
A-101 SCALE: 3/8" = 1'-0"
2
B4 A-553
FINISH FIRST FLOOR 100' - 0" AFF
A3
WALL SECTION
A-101 SCALE: 3/8" = 1'-0"
3
VAPOR RETARDER/ POROUS FILL, RE: STRUCT
6" PRECAST PILASTER, PRECAST MANUF CONNECTIONS PRECAST STRAP ANCHOR GRADE
FINISH FIRST FLOOR 100' - 0" AFF
FLUID APPLIED VAPOR BARRIER UNDER PROTECTION BD
FIRST FLR T.O. STRUCT 98' - 0" AFF
VAPOR RETARDER/ POROUS FILL, RE: STRUCT
A-101 SCALE: 3/8" = 1'-0"
RAISED ACCESS FLOORING, FINISH AS SCHEDULED
CONC SLAB, RE: STRUCT
CONCRETE SLAB, RE: STRUCT
CMU, RE: STRUCT
SEE PARTITION TYPE AND FINISH AS SCHEDULED
PARTITION TYPE AS SCHEDULED
FLR AND WALL FINISH AS SCHEDULED
FLUID APPLIED VAPOR BARRIER
CEILING AS SCHEDULED
DEPARTMENT OF THE NAVY
SEE PARTITION TYPE
WALL SECTION
RIGID INSULATION (R-12)
CEILING AS SCHEDULED
CLG AS SCHEDULED
A1
6"
111'-2" F.V.
EXISTING PARAPET WALL TO REMAIN
EV
LAS 02/16/16
CHIEF ENG/ARCH
T.O. EXISTING PARAPET
C2 A-551
CHK
ABC
IPT TECH. BRANCH HEAD
CONCRETE SLAB, RE: STRUCT
EXISTING PARAPET WALL TO REMAIN
DRW
JMD
PROJECT MANAGER
VAPOR RETARDER, RE: STRUCT
NAVAL STATION NORFOLK
STL ANGLE, RE: STRUCT
SEE PARTITION TYPES AND FINISH SCHEDULE
PARTITION TYPE AND FINISH AS SCHEDULED
RAISED ACCESS FLOORING, SEE FINISH SCHEDULE
A4 A-551 PRECAST SHAPE - PP2
SEAL
IPT-HAMPTON ROADS
RAISED ACCESS FLOORING, SEE FINISH SCHEDULE
CEILING AS SCHEDULED
THRU WALL FLASHING WITH WEEPS AT 32" STL ANGLE, RE: STRUCT
IT
C
EC T
CLG AS SCHEDULED
NAVAL FACILITIES ENGINEERING COMMAND
THRU WALL FLASHING WITH WEEPS AT 32"
A REVDATE: 2/14/2016 4:30:38 PM
FLUID APPLIED VAPOR BARRIER CMU, RE: STRUCT
SEE PARTITION TYPE AND FINISH SCHEDULE
Lic. No.014772
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
CEILING AS SCHEDULED
CMU, RE: STRUCT
V
JAMIE M. DUBBE
6"
6"
FLUID APPLIED VAPOR BARRIER
6"
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
RIGID INSULATION (R-12)
6"
RIGID INSULATION (R-12)
LTH O F EA
NI A GI IR
AIR SPACE
W
SCALE: EPROJECT NO.
CMU, RE: STRUCT
GRAPHIC SCALE:
B
P-603 - WALL SECTIONS
4" SPLIT FACE CMU
COVER BD ON RIGID INSULATION (R-25)
COVER BD ON RIGID INSULATION (R-25)
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
STL ANGLE, RE: STRUCT
RIGID INSULATION (R-12)
VIRGINIA BEACH, VIRGNIA
COVER BOARD ON RIGID INSULATION (R-25)
NAS OCEANA-DAM NECK ANNEX
THRU WALL FLASHING
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
A4
WALL SECTION
0' 3/8" =1'-0"
A-101 SCALE: 3/8" = 1'-0"
4
2'
4'
6'
12712846 SHEET
80
OF
296
A-312
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
COATED SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
E
DESCRIPTION
D
3.
SYM
EF
DATE
GENERAL NOTES
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
GENERAL NOTES
A-535
A3 A-331
D
A-321
A4 A-331
1
5
T.O. PARAPET 121' - 4" AFF
SLOPE DN 1/2 " : 1'-0"
1
#
A3 T.O. STRUCTURE HIGH 119' - 8" AFF
3
A-571
1. 2. 3. 4. 5. 6. 7. 8. 9. 10.
EXIST PARAPET 117' - 4" AFF
T.O. STRUCTURE LOW 118' - 0" AFF CHILLERS 7
4 8
5 6
GENERATORS 2
4
A1 A-533
5 6
D
5
WORK NOTES: ROOF MOUNTED SCREEN WALL CONCRETE LANDING AND STAIR WITH METAL GUARD ROOF DRAIN ELECTRICAL EQUIPMENT, RE: ELECTRICAL MECHANICAL EQUIPMENT, RE: MECHANICAL PUMP, RE: MECHANICAL CHILLER, RE: MECHANICAL ROOM SIGNAGE, RE: INTERIORS COOLING TOWER, RE: MECHANICAL GENERATOR, RE: ELECTRICAL
1
FIN FLOOR 100' - 0" AFF
EXIST FIN FLR 100' - 0" AFF 4
10
LTH O F EA
V
M
B469 ADDITION TRANSVERSE BLDG SECTION
C3
A-130 SCALE: 1/8" = 1'-0"
COM
C1
EXISTING B469 TRANSVERSE BLDG SECTION
JAMIE M. DUBBE
A-140 SCALE: 1/8" = 1'-0"
Lic. No.014772 AR CH
IT
C
EC T SEAL
CA
CB
C1 A-321
5
A1 A-331
A2 A-331
C4
C3
A-552
A-321
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
5
5
A/E INFO
5
APPROVED
5
T.O. PARAPET 121' - 4" AFF
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
EXIST PARAPET 117' - 4" AFF SATISFACTORY TO DATE DES
DRW
JMD
CHK
ABC
EV
PROJECT MANAGER IPT TECH. BRANCH HEAD
CHILLERS 7
B1
4
7
7
7
6
6
4
8
4
4
4
4
5
B469 - BUILDING SECTION
A-130 SCALE: 1/8" = 1'-0"
REVDATE: 2/14/2016 4:36:38 PM
A
SCALE: EPROJECT NO.
B469 - BUILDING SECTIONS
4
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
EXIST FIN FLR 100' - 0" AFF
VIRGINIA BEACH, VIRGNIA
FIN FLOOR 100' - 0" AFF
B
NAS OCEANA-DAM NECK ANNEX
4
SWITCHGEAR 1
NAVAL STATION NORFOLK
STORAGE 10
IPT-HAMPTON ROADS
SUBSTATION 8
GENERATORS 2
NAVAL FACILITIES ENGINEERING COMMAND
L7
WORKRM/STORAGE 3
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
2
LAS 02/16/16
CHIEF ENG/ARCH
DEPARTMENT OF THE NAVY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_CUP_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
B
NI A GI IR
O
N
W
A
AS NOTED 1344924
CONSTR. CONTR. NO.
GRAPHIC SCALE:
N40085-16-R-6119 NAVFAC DRAWING NO.
0' 1/8" =1'-0"
4'
8'
16'
12712847 SHEET
81
OF
296
A-321
1
2
3
4
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
9
B1
A-321
DESCRIPTION
B3
2.
C2
SYM
B1
C1
RE: SHEET A-001 FOR ARCHITECTURAL MATERIAL LEGEND,AND ABBREVIATIONS. RE: SHEET A-002 FOR ARCHITECTURAL GENERAL NOTES.
DATE
1.
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
1.
DATE
GENERAL NOTES RE: SHEET A-001 FOR ARCHITECTURAL MATERIAL LEGEND,AND ABBREVIATIONS. RE: SHEET A-002 FOR ARCHITECTURAL GENERAL NOTES. SEE FURTHER PRECAST INFORMATION ON A-551
2. 3. COPPER COPING
METAL DECK, RE: STRUCTURAL 1' - 2 3/4"
1"
EXIST PARAPET 117' - 4" AFF
MTL DECK, RE; STRUCT 8" CMU, SEE FINISH SCHEDULE FOR INT FINISH MEMBRANE ROOF ON RIGID INSULATION
A-612
T.O. STRUCTURE HIGH 119' - 8" AFF
PRECAST CORNICE - PP5
PRECAST CORNICE - PP5
T.O. STRUCTURE LOW 118' - 0" AFF THRU WALL FLASHING WITH WEEPS AT PRECAST JOINTS
THRU WALL FLASHING WITH WEEPS AT PRECAST JOINTS
COVER BD ON RIGID INSULATION (R-25)
RIGID INSULATION (R-25)
STL ANGLE, RE: STRUCT
A2
C
TAPERED RIGID INSULATION
STEEL ANGLE N
STL BEAM AND DECK, RE: STRUCTURAL
STEEL DECK, RE: STRUCTURAL
4" SPLIT FACE CMU
BEAM, RE: STRUCTURAL
AIR SPACE
LTH O F EA
V
JAMIE M. DUBBE
Lic. No.014772
MASONRY TIES @ 16" TYP
AR CH
IT
C
EC T SEAL
EXISTING STRUCTURE
AIR SPACE
RIGID INSULATION (R-12)
FOR COMMANDER NAVFAC / B.L.T.L.
FLUID APPLIED VAPOR BARRIER
ACTIVITY
8" CMU, SEE FINISH SCHEDULE FOR INT FINISH
8" CMU, SEE FINISH SCHEDULE FOR INT FINISH
CONCRETE FOUNDATION WALL, RE: STRUCTURAL, EXPOSED FACES PAINTED
THRU WALL FLASHING WITH WEEPS EVERY 32"
SEE FINISH SCHEDULE FOR FLOOR FINISH
FIN FLOOR 100' - 0" AFF
FIN FLOOR 100' - 0" AFF
VAPOR RETARDER AND POROUS FILL, RE: STRUCT STRUCTURAL GRADE BEAM & PILE CAP
FIN FLOOR 100' - 0" AFF CONCRETE FOUNDATION WALL, RE: STRUCTURAL, EXPOSED FACES PAINTED
VAPOR RETARDER AND POROUS FILL, RE: STRUCT VAPOR RETARDER & POROUS FILL, RE: STRUCT
CONCRETE, RE: CIVIL FLUID APPLIED VAPOR BARRIER & COVERBD, STOP AT BOTTOM OF CONCRETE GRADE
FLUID APPLIED VAPOR BARRIER & COVERBD
C3 A-552 PIT, RE: STRUCT
A1
WALL SECTION
A-321 SCALE: 1/2" = 1'-0"
A2
WALL SECTION
A-321 SCALE: 1/2" = 1'-0"
A3
EV
WALL SECTION
A4
A-321 SCALE: 1/2" = 1'-0"
WALL SECTION
LAS 02/16/16
CHIEF ENG/ARCH
CHAMFER, RE: STRUCTURAL, DISCONTINUE AT VERTICAL PILASTERS.
B5 A-552
FIN FLOOR 100' - 0" AFF CONCRETE FOUNDATION WALL, RE: STRUCTURAL, EXPOSED FACES PAINTED
CHK
ABC
IPT TECH. BRANCH HEAD
THRU WALL FLASHING WITH WEEPS EVERY 32"
SEE FINISH SCHEDULE FOR FLR FINISH
EXIST FIN FLR 100' - 0" AFF
VAPOR RETARDER AND POROUS FILL, RE: STRUCT
MASONRY TIES @ 16" TYPICAL
SEE FINISH SCHEDULE FOR FLOOR FINISH
CHAMFER, RE: STRUCTURAL DISCONTINUE AT VERTICAL PILASTERS
A3 A-612
DRW
JMD
VAPOR BARRIER
SCALE:
A-321 SCALE: 1/2" = 1'-0"
EPROJECT NO.
B
B469 - WALL SECTIONS
SEE FINISH SCHEDULE FOR FLOOR FINISH
DES
1'-0".
CHAMFER, RE: STRUCTURAL DISCONTINUED AT VERTICAL PILASTERS
SATISFACTORY TO DATE
PROJECT MANAGER
6' - 6"
THRU WALL FLASHING WITH WEEPS EVERY 32"
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
A-612
GUARDRAIL, SEE PLANS
VIRGINIA BEACH, VIRGNIA
A1
APPROVED
NAS OCEANA-DAM NECK ANNEX
8" CMU, SEE FINISH SCHEDULE FOR INT FINISH
A/E INFO
FLUID APPLIED VAPOR BARRIER
NAVAL STATION NORFOLK
FLUID APPLIED VAPOR BARRIER
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
IPT-HAMPTON ROADS
RIGID INSULATION (R-12)
RIGID INSULATION (R-12)
NAVAL FACILITIES ENGINEERING COMMAND
EXISTING CMU, SEE FINISH SCHEDULE FOR INT FINISH
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
AIR SPACE
4" SPLIT FACE CMU
DEPARTMENT OF THE NAVY
4" SPLIT FACE CMU
A REVDATE: 2/14/2016 4:36:42 PM
W
NI A GI IR
STEEL ANGLE, RE: STRUCTURAL
A1 A-552
THRU WALL FLASHING WITH WEEPS AT PRECAST JTS
T.O. PARAPET 121' - 4" AFF
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119
GRAPHIC SCALE: 0' 1/2" =1'-0"
1
2
3
4
1'
2'
NAVFAC DRAWING NO.
4'
12712848 SHEET
82
OF
296
A-331
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
COVER BD ON RIGID INSULATION (R-25)
STL ANGLE; RE: STRUCT
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
METAL SCREEN WALL
SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
T.O. PARAPET 121' - 4" AFF COVER BD
PRECAST STRAP ANCHOR
FLUID APPLIED VAPOR BARRIER PRECAST CORNICE - PP5
THRU WALL FLASHING WITH WEEPS AT PRECAST JTS
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_CUP_acantoria.rvt
T.O. PARAPET 121' - 4" AFF
PRECAST STRAP ANCHOR DESCRIPTION
RIGID INSULATION (R-12)
COVER BD ON RIGID INSULATION (R-25)
PRECAST CORNICE - PP5
B
COPPER COPING
AIR SPACE
SYM
T.O. PARAPET 121' - 4" AFF
9 1/2"
O
SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
D
COPPER COPING
SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
M
COPPER COPING
PRECAST STRAP ANCHOR
COM
D
SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
3 E 5' - 3"
WALL MOUNTED HANDRAIL
S2F
3
S1C 12"
8 1/4"
5' - 4"
4. F1
5.
S2C
S1C
S2F
C1 A-532
WALL MOUNTED HANDRAIL, RETURN TO WALL AT ENDS
B5 A-535
HEAVY DUTY STEEL TUBE WELDED TO TOP AND BOTTOM FLANGES SPACE O.C AT 4'-0" MAX
17 1/2"
S1C
3.
A-402
12"
12"
4' - 3 3/4"
1' - 0"
C3
DOWN SLOPE 1:12
2' - 3"
20"
S2F
1' - 5"
C4 A-532
A1 A-404
ACCESS FLOOR RAMP
12" S2F
18' - 0"
2"
REFERENCE A-001 FOR ABBREVIATIONS AND SYMBOLS. REFERENCE A-601 FOR ROOM FINISH SCHEDULE AND A-801 FOR FINISH LEGEND PLAN. DIMENSIONS TO URINAL SCREENS AND TOILET ENCLOSURES ARE FROM FACE OF WALL FINISH. ALL OTHER DIMENSIONS ARE TO FACE OF STUD, FACE OF CMU WALL OR CENTER OF COLUMN LINE UNLESS OTHERWISE NOTED. PROVIDE FIRE RETARDANT WOOD BLOCKING AT ALL LOCATIONS OF WALL HUNG PARTITIONS, GRAB BARS, AND ACCESSORIES. TOILET PARTITIONS ARE TO BE THE FLOOR MOUNTED OVERHEAD BRACED PLASTIC PARTITIONS, RE: FINISH SCHEDULE. RE: PLUMBING DRAWINGS FOR FLOOR DRAIN LOCATIONS. CONTRACTOR TO COORDINATE FLOOR DRAIN LOCATIONS SO THAT THEY COINCIDE WITH 2 CORNER JOINTS ON TILE PATTERN. VERIFY LOCATIONS/CLEARANCES FOR C.F.C.I. TOILET ACCESSORIES ONCE PRODUCT IS IDENTIFIED. SEE A-501 AND A-502 FOR PARTITION TYPES REFERENCED ON THIS PLAN.
2"
S2F
1. 2.
6.
7. D1
RAMP ENLARGED PLAN
8. FASTENED TO FLOOR PER MANUF SPECS
A-102 SCALE: 1/4" = 1'-0"
DATE
11' - 0 3/4"
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
GENERAL NOTES
1" HARDWOOD BENCH TOP. CLEAR LACQUER FINISH 18"
S1C
D4 A-532
S1
S2F
D
5
D DESCRIPTION
C
4
APPR
2
SYM
1
ADA COMPLIANT BENCH
SC-1
S1B
3' - 2"
A1
ENLARGED PLAN RESTROOM 112 & 113
3' - 2"
D
COM
7' - 0"
33"-36"
38" MAX.
48" MAX.
1'
2'
4'
0'
2'
4'
8'
1' - 0" 0' - 6" 3' - 0"
3' - 6" 3' - 0"
TOILET NON-ADA
1' - 6"
ABA/ADA WC & GRAB BARS
HC
2' - 6"
MIRROR SANITARY PAPER NAPKIN TOWEL DISPOSER DISPENSER
MAX.
URINAL SCREEN (WALL MOUNTED)
TOILET TISSUE DISPENSER
URINAL
MOP SHELF
SOAP DISPENSER
DRINKING FOUNTAIN (SPOUT)
EV
LAS 02/16/16
SCALE: EPROJECT NO.
B
AS NOTED 1344924
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
12712849
TYPICAL MOUNTING HEIGHTS
SHEET
83
OF
296
A-401
SCALE: 1/4" = 1'-0"
2
CHK
N40085-16-R-6119
E
A-101 SCALE: 1/4" = 1'-0"
1
0'
3
TOILET PARTITION
S1B
1'-4"
SIDE VIEW
ADA SHOWER STALL
114
S2E
18" MIN.
5'-1".
S1A
MCO
P-603 - ENLARGED PLAN AND DETAILS
SC-1
FSS-1 SC-1
8"
SCALE: 1/2" = 1'-0"
3' - 2"
S2E
FD
DRW
MCO
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
S1A
MH-1
TP-1
FD
CONTROL WALL
SHOWER STALLS
DES
DEPARTMENT OF THE NAVY
TP-1
SC-1
4"
(38"-43")
S2E
B2
F2
0'
SOLID SURFACE (SSF-3) WALL PANELS RE: FINISH LEGEND
3' - 5"
SC-1
FD
36" MOP & BROOM HOLDER W/ UTILITY SHELF
3' - 4"
TP-1
ADA SHOWER SEAT
5' - 0 1/2"
3' - 11"
SC-1
FSS-1
ACTIVITY
GRAPHIC SCALE:
2' - 0 1/2"
3' - 0"
TP-1
TOILET TISSUE DISPENSER - C.F.C.I.
1/4" =1'-0"
SOLID SURFACE SHOWER PAN RE: PLUMBING
PLAN VIEW
SC-1
5' - 6"
TTD-1
FOR COMMANDER NAVFAC / B.L.T.L.
1 1/2" =1'-0"
1' - 5 1/2"
SC-1
SC-1
TOWEL PIN - 60" MOUNTING HEIGHT
SEAT WALL
S2D
TP-1
TP-1
IPT TECH. BRANCH HEAD
2' - 2"
TYP SC-1
B1
7' - 0 3/4"
4' - 6"
3 A-402 C1 4' - 4 1/2" 1' - 3 5/8"
JAN / STORAGE 114
FD
TP-1
TP-1
4' - 6 3/4"
TP-1
SC-1
SOAP DISPENSER - C.F.C.I.
SATISFACTORY TO DATE
4' - 0"
B3
SC-1
TP-1
FD
SD-1
1/2" =1'-0"
1' - 0"
4' - 6"
2
S2E
BACK WALL
1' - 2"
S2D
3' - 0"
1 1/2" MAX
3' - 2"
SD-1
3' - 10"
SD-1
1' - 6"
SD-1
1' - 6"
SD-1
48" MIN.
MG-2
A/E INFO APPROVED
CHIEF ENG/ARCH
LOCATION OF CONTROLS AND HAND SHOWER
15"-16"
MG-2
2 1/2" MAX
MG-2
S2D SC-1 FD 4' - 6"
FD
SHOWER CURTAIN & ROD
4" MAX.
1' - 3" MAX.
3' - 0"
1
SC-1
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
PROJECT MANAGER
3" MAX 22"-23"
MG-2
1' - 9"
1' - 5"
3' - 0"
2' - 4 3/4"
3' - 0"
6' - 11"
10' - 9"
3' - 0"
TYP SC-1
MG-1
3' - 0"
30" MIN.
4" MAX
14"-15"
3' - 1"
S2E
5' - 8 3/8"
3' - 0" CONTROL WALL
3' - 7"
S2D
SANITARY NAPKIN DISPOSER - C.F.C.I.
MH-1
18".
2' - 11"
1' - 8 1/2"
MG-2
SND-1
CL OF SEAT
3' - 0"
2' - 10"
FD
A1
PAPER TOWEL WITH WASTE DISPOSAL
3
4
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
A
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
CONTROL WALL SIDE VIEW
STANDARD SHOWER STALL
3'-11".
2' - 10"
2' - 7"
PTDWR-1
VIRGINIA BEACH, VIRGNIA
PLAN VIEW
3' - 8 1/4"
S2E
MEN'S RESTRM / SHOWER 113 6' - 7 1/4"
MIRROR - SURFACE MOUNTED, 24" x 48"
TA-10
3' - 7"
EQ
TTD-1
A-402
MG-2
NAS OCEANA-DAM NECK ANNEX
C1 A-553
F2
PTDWR-1
FULL HEIGHT MIRROR - SURFACE MOUNTED
NAVAL STATION NORFOLK
FSS-1
S1B
113
MG-1
IT
C
EC T SEAL
IPT-HAMPTON ROADS
SC-1
GB-1
2' - 8"
AR CH
GRAB BARS HORIZONTAL & VERTICAL
SOLID SURFACE (SSF-3) WALL PANELS RE: FINISH LEGEND
GB-1
2' - 8" A3
ACCESSORY
GB-1
7' - 0"
SOLID SURFACE SHOWER PAN RE: PLUMBING
3' - 0"
3' - 1"
S1A
SND-1
2' - 10 5/8"
V
Lic. No.014772
NAVAL FACILITIES ENGINEERING COMMAND
S1A
SND-1
5'-1".
EQ
2
4" MIN. 6" MAX.
TP-1 SC-1
S2E
FD
4' - 11 1/2"
FD
S1B
S2E
LTH O F EA
JAMIE M. DUBBE
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
TP-1
FD
TP-1
6' - 2 1/4"
B4 A-402
BACK WALL
1' - 11"
3' - 1 1/2"
112
S2D
3
FD
SND-1
5' - 6"
W
SC-1
D1 5' - 7" TTD-1
3' - 8"
3' - 8 3/4"
TAG NO.
LOCATION OF CONTROLS AND HAND SHOWER
TP-1
2
A-402
CONTROL WALL
TP-1
3' - 6"
3' - 11 7/8" 5' - 0"
8' - 2" 3' - 11 7/8"
S2E
N
TOILET ACCESSORIES LEGEND
TP-1
D3
WOMEN'S RESTRM / SHOWER 112 3' - 2" 3' - 1"
S2E
1
MG-1
PTDWR-1
112A
10' - 1"
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
S2D S2E
LOCKERS (LK-1), 15" X 15" - RE: FINISH LEGEND ADA LOCKER BENCH WITH BACK 20" X 42" X 17 1/2", C2/A-401 PEDESTAL BENCH , C2/A-401
MG-1
F2
3' - 0"
TP-1 TP-1
PTDWR-1
B
A REVDATE: 2/14/2016 4:30:43 PM
S2E
1. 2. 3. TA-10
F1 A4 LACTATION A-402 112A
CL OF SEAT
SD-1
S1A
C
SCALE: 1 1/2" = 1'-0"
WORK NOTES NI A GI IR
MG-2
SD-1 SD-1
M2
BENCH
#
O
M1
C2
NOTE: BASIS OF DESIGN "PENCO HEAVY DUTY PEDESTAL LOCKER BENCH"
3' - 0"
M1
MG-2
10' - 8"
M
8' - 10"
3' - 10 3/4"
9' - 5 3/4"
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
SD-1
SD-1
1. 2.
TLP-2 PE-1
3. 15" X 15" 2-TIER LOCKER (LK-1)
MG-2
TLP-2
4. 5.
WOMEN'S RESTROOM - SOUTH WALL
D3
A-401 SCALE: 1/4" = 1'-0"
PLAM-3
WOMEN'S RESTROOM - NORTH WALL
TOILET ACCESSORIES LEGEND
A-401 SCALE: 1/4" = 1'-0"
TAG NO.
D SC-1
SC-1
SC-1
SC-1
MG-1
FULL HEIGHT MIRROR - SURFACE MOUNTED
MG-2
MIRROR - SURFACE MOUNTED, 24" x 48"
PTDWR-1
PAPER TOWEL WITH WASTE DISPOSAL
SND-1
SANITARY NAPKIN DISPOSER - C.F.C.I.
SC-1
SHOWER CURTAIN & ROD
1' - 0" 3' - 0"
FINISH FIRST FLOOR 100' - 0" AFF
FINISH SECOND FLR 118' - 0" AFF SECOND FLR T.O. STRUCT 116' - 6" AFF
1' - 0"
MEN'S SHOWER AREA - EAST WALL
C3
A-401 SCALE: 1/4" = 1'-0"
LTH O F EA
V
JAMIE M. DUBBE
AR CH
SOAP DISPENSER - C.F.C.I.
IT
C
EC T SEAL
TP-1
TOWEL PIN - 60" MOUNTING HEIGHT
TTD-1
TOILET TISSUE DISPENSER - C.F.C.I.
FSS-1
ADA SHOWER SEAT
MH-1
C1
W
Lic. No.014772
SD-1
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
36" MOP & BROOM HOLDER W/ UTILITY SHELF
HANDRAIL ELEVATION
A-401 SCALE: 1/4" = 1'-0" A/E INFO APPROVED
PE-1
DES
BENCH, TYP.
B3
MEN'S SHOWER AREA - SOUTH WALL
MEN'S SHOWER AREA - NORTH WALL
SSF-1
TLP-2
C2 A-591
PA-4
MG-2
SSF-2
SD-1 MG-2
TPP-1
OPEN BEYOND
MG-2
PTDWR-1
PLAM - 2
6' - 0"
SD-1 MG-2
6' - 0"
SD-1 MG-2
WATER FOUNTAIN WALL C1 A-591
12" TLP-3
12" TLP-3
TPP-1
TLP-2
FINISH FIRST FLOOR 100' - 0" AFF
A-401 SCALE: 1/4" = 1'-0"
C1 A-561
SD-1
B4
TPP-1
RB-1
PLAM - 3
FINISH FIRST FLOOR 100' - 0" AFF
FINISH FIRST FLOOR 100' - 0" AFF
A1 A-591
A3 A1
MEN'S RR - NORTH WALL
A4
A-401 SCALE: 1/4" = 1'-0"
MEN'S RR - SOUTH WALL
3' - 0"
2' - 0"
ADA UNDERCOUNTER 3" REFRIGERATOR (E5)
FINISH FIRST FLOOR 100' - 0" AFF
LACTATION ROOM - NORTH WALL
A-401 SCALE: 1/4" = 1'-0"
SCALE: EPROJECT NO.
B
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119
GRAPHIC SCALE:
A-401 SCALE: 1/4" = 1'-0"
0' 1/4" =1'-0"
1
LAS 02/16/16
CHIEF ENG/ARCH
FINISH FIRST FLOOR 100' - 0" AFF
A-401 SCALE: 1/4" = 1'-0"
A-401 SCALE: 1/4" = 1'-0"
MG-2
SOLID SURFACE INTEGRAL SOAP AND SHAMPOO SHELF, TYP.
EV
P-603 - INTERIOR ELEVATIONS
MIRROR
CHK
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
FINISH FIRST FLOOR 100' - 0" AFF
MCO
IPT TECH. BRANCH HEAD
DEPARTMENT OF THE NAVY
B1
HOOK, TYP
TLP-2
TLP-2
DRW
MCO
PROJECT MANAGER
VIRGINIA BEACH, VIRGNIA
SOLID SURFACE INTEGRAL SOAP AND SHAMPOO SHELF, TYP.
SATISFACTORY TO DATE
TLP-3
NAS OCEANA-DAM NECK ANNEX
OPEN BEYOND
ACTIVITY
NAVAL STATION NORFOLK
15" X 15" 2-TIER LOCKER (LK-1)
FOR COMMANDER NAVFAC / B.L.T.L.
IPT-HAMPTON ROADS
SC-1
NAVAL FACILITIES ENGINEERING COMMAND
TLP-2
SC-1
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
15" X 15" 2-TIER LOCKER (LK-1)
SC-1
12" TLP-3
TLP-2
SC-1
6' - 0"
SC-1
2' - 10"
SC-1
SSF-3 FULL HEIGHT PANELS
8' - 0"
SC-1
12" TLP-3
SSF-3 FULL HEIGHT PANELS
6' - 0"
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt REVDATE: 2/14/2016 4:30:49 PM
210
CONTROL AREA
WALL MOUNTED HAND RAIL, RETURN TO WALL AT ENDS
B5 A-535
B
A
GRAB BARS HORIZONTAL & VERTICAL
NI A GI IR
ROOM SIGNAGE, SEE INTERIORS
SSF-3 - FULL HEIGHT PANELS TLP-2
C
GB-1
N
TLP-2 SSF-3 FULL HEIGHT PANELS
ACCESSORY
O
D1
SSF-1
A1 A-591
TLP-2
M
TPP-1
COM
GRAB BAR, TYP.
FINISH FIRST FLOOR 100' - 0" AFF
SYM
FINISH FIRST FLOOR 100' - 0" AFF
D
2
3
4
2'
4'
NAVFAC DRAWING NO.
8'
12712850 SHEET
84
OF
296
A-402
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
6' - 0"
MG-2
SSF-3 FULL HEIGHT PANELS
6' - 0"
D
REFERENCE A-001 FOR ABBREVIATIONS AND SYMBOLS. REFERENCE A-601 FOR ROOM FINISH SCHEDULE AND A-801 FOR FINISH LEGEND PLAN. REFERENCE ELECTRICAL, TELECOMMUNICATION, AND AUDIO VISUAL DRAWINGS FOR POWER, COMMUNICATION, AV, CAMERA AND FLAT PANEL DISPLAY INFORMATION AND TYPICAL MOUNTING HEIGHT REQUIREMENTS. REFERENCE FF&E PACKAGE FOR FURNITURE ITEMS SHOWN DASHED. PROVIDE BLOCKING AS REQUIRED FOR ALL WALL MOUNTED AV EQUIPMENT INCLUDING FLAT PANEL DISPLAYS.
DESCRIPTION
PTDWR-1
12" TLP-3
TLP-2
12" TLP-3
SC-1
DATE
GENERAL NOTES: INTERIOR ELEVATIONS
C1 A-561
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
3.
D
4. 5.
REFERENCE A-001 FOR ABBREVIATIONS AND SYMBOLS. REFERENCE A-601 FOR ROOM FINISH SCHEDULE AND A-801 FOR FINISH LEGEND PLAN. REFERENCE ELECTRICAL, TELECOMMUNICATION, AND AUDIO VISUAL DRAWINGS FOR POWER, COMMUNICATION, AV, CAMERA AND FLAT PANEL DISPLAY INFORMATION AND TYPICAL MOUNTING HEIGHT REQUIREMENTS. REFERENCE FF&E PACKAGE FOR FURNITURE ITEMS SHOWN DASHED. PROVIDE BLOCKING AS REQUIRED FOR ALL WALL MOUNTED AV EQUIPMENT INCLUDING FLAT PANEL DISPLAYS.
D DESCRIPTION
1. 2.
DATE
GENERAL NOTES: INTERIOR ELEVATIONS
SOFFIT, PA-2
SYM
SOFFIT, PA-2
3' - 6"
3' - 4 1/4"
AV
AV
AV
AV
AV
AV
AV
AV
A5
AV
AV AV
AV
AV
AV
AV
AV
AV
AV
AV
AV
AV
AV AV
EQ-3
7' - 6"
PA-1 EQ-3
N
O
S1
JAMIE M. DUBBE
FINISH SECOND FLR 118' - 0" AFF
Lic. No.014772
C
RB-1 AR CH
IT
EC T SEAL
WATCH-FLOOR WEST WALL
C1
A-102 SCALE: 1/4" = 1'-0" SOFFIT, PA-2
SOFFIT, PA-2
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
46' - 0" 8 EQ. SIZE PANELS
4' - 6" A/E INFO APPROVED
FOR COMMANDER NAVFAC / B.L.T.L.
B4
4' - 0"
PA-1
RB-1
WATCH-FLOOR EAST WALL
A-102 SCALE: 1/4" = 1'-0"
11' - 0" 3 EQ. SIZE PANELS
12' - 0" 3 EQ. SIZE PANELS
3' - 11 5/8"
PA-1 AWP-1
AV
AV
AV
PA-1
AWP-1
C4 A-591
PA-3
PA-1
A2 A-591
A3
EQ-1
EQ-3
EQ-3
EQ-2 A8
FINISH SECOND FLR 118' - 0" AFF
A
EQ-3
RB-1
2' - 0" A1
WATCH-FLOOR NORTH WALL
A4
A-102 SCALE: 1/4" = 1'-0"
DEPARTMENT OF THE NAVY
EQ-3
2' - 10"
4' - 0" A.F.F.
PA-1
3' - 0"
3' - 0"
2' - 0"
LAS 02/16/16
CHIEF ENG/ARCH
RECEPTACLE RE: ELEC AND COMM
A-102 SCALE: 1/4" = 1'-0"
EV
PLAM-4 PLAM-2
RB-1
WATCH-FLOOR - EAST WALL
SCALE: EPROJECT NO.
A-102 SCALE: 1/4" = 1'-0"
B P-603 - INTERIOR ELEVATIONS
FINISH SECOND FLR 118' - 0" AFF
WATCH-FLOOR SOUTH WALL
CHK
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
B1
MCO
IPT TECH. BRANCH HEAD
VIRGINIA BEACH, VIRGNIA
S1
RB-1
DRW
MCO
PROJECT MANAGER
NAS OCEANA-DAM NECK ANNEX
B
DES
PLAM-4
NAVAL FACILITIES ENGINEERING COMMAND
PA-1
SATISFACTORY TO DATE
EQ-3
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
EQ-4
2' - 5"
EQ-4
C1 A-592
NAVAL STATION NORFOLK
EQ-5 EQ-5 EQ-5 EQ-5 EQ-5 EQ-5 EQ-5
EQ-3
ACTIVITY
PA-3
GROMMETS RE: SHEET A-702
IPT-HAMPTON ROADS
8' - 0"
AWP-1
4' - 0" A.F.F.
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
V
M COM
S1
REVDATE: 2/14/2016 4:30:54 PM
LTH O F EA
NI A GI IR
EQ-5
W
A
AS NOTED 1344924
CONSTR. CONTR. NO.
GRAPHIC SCALE: 0'
2
3
4
4'
NAVFAC DRAWING NO.
12712851
8' SHEET
1/4" =1'-0"
1
2'
N40085-16-R-6119
85
OF
296
A-403
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
AV AV
12' - 0"
A5
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
REFERENCE A-001 FOR ABBREVIATIONS AND SYMBOLS. REFERENCE A-601 FOR ROOM FINISH SCHEDULE AND A-801 FOR FINISH LEGEND PLAN. REFERENCE ELECTRICAL, TELECOMMUNICATION, AND AUDIO VISUAL DRAWINGS FOR POWER, COMMUNICATION, AV, CAMERA AND FLAT PANEL DISPLAY INFORMATION AND TYPICAL MOUNTING HEIGHT REQUIREMENTS. REFERENCE FF&E PACKAGE FOR FURNITURE ITEMS SHOWN DASHED. PROVIDE BLOCKING AS REQUIRED FOR ALL WALL MOUNTED AV EQUIPMENT INCLUDING FLAT PANEL DISPLAYS.
3.
D
4. 5. 5/8" x 2" MULLION STILE WITH 1/4" BEVELED EDGES
SYM
5/8" x 2" MULLION STILE WITH 1/4" BEVELED EDGES
5/8" x 2" MULLION STILE WITH 1/4" BEVELED EDGES
D DESCRIPTION
1. 2.
DATE
GENERAL NOTES: INTERIOR ELEVATIONS
PA-2 PA-2 PA-1
PA-1
PA-1 AV
AV
WS-1
WS-1
EQ.
5' - 0"
5' - 0"
5' - 0"
5' - 0"
5' - 0"
EQ.
EQ.
5' - 0"
5' - 0"
FINISH SECOND FLR 118' - 0" AFF 5' - 0"
EQ.
5' - 0"
EQ.
EQ.
5' - 0"
5' - 0"
5' - 0"
V
O
N
LTH O F EA
M
FINISH SECOND FLR 118' - 0" AFF
W
EQ.
JAMIE M. DUBBE
NI A GI IR
FINISH SECOND FLR 118' - 0" AFF
3' - 2"
3' - 2"
3' - 2"
WS-1
COM
A4 A-592
Lic. No.014772
CONFERENCE ROOM - EAST WALL
C1
A-102 SCALE: 1/4" = 1'-0"
C4
A-102 SCALE: 1/4" = 1'-0"
CONFERENCE ROOM - WEST WALL 2' - 6"
5' - 0"
SEAL
A-102 SCALE: 1/4" = 1'-0"
5/8" x 2" MULLION STILE WITH 1/4" BEVELED EDGES
7' - 0"
7' - 0"
5' - 0"
5' - 0"
2' - 0"
8' - 2" CLEAR
PA-2
7' - 0"
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
PA-1 A2
A/E INFO
PA-1 AWP-1
AWP-1
4' - 0"
4' - 0"
APPROVED
WS-1
AWP-1
A4
FOR COMMANDER NAVFAC / B.L.T.L.
3' - 0"
PA-1
3' - 0"
3' - 2"
ACTIVITY
FINISH FIRST FLOOR 100' - 0" AFF
FINISH SECOND FLR 118' - 0" AFF
FINISH FIRST FLOOR 100' - 0" AFF
RB-1
EQ.
TRAINING ROOM - WEST WALL
B4
A-101 SCALE: 1/4" = 1'-0"
TRAINING ROOM - EAST WALL
A-101 SCALE: 1/4" = 1'-0" C4 A-592
B1 A-592
B4 A-592
B1 A-592
PLAM-2
PLAM-2
RECEPTACLE, GFI. RE: ELEC
E2
E4
FINISH SECOND FLR 118' - 0" AFF SECOND FLR T.O. STRUCT 116' - 6" AFF RB-1 PLAM-2
SECOND FLOOR CORRIDOR
SOLID SURFACE COUNTERTOP AND FULL HEIGHT BACKSPLASH (TO BOTTOM OF CABINET) SSF-2
EQ.
E2
2' - 6" 2' - 4 1/2" CLEAR
PA-4
PLAM-2
A1
E3 E4
E3 E1
FINISH SECOND FLR 118' - 0" AFF A1 A-592
2' - 9 5/8"
C2 A-592
B2 A-592
14' - 6" +/-
BREAK ROOM - SOUTH WALL
PLAM-2
RB-1
RB-1
2' - 7 1/2"
SOLID SURFACE COUNTERTOP AND FULL HEIGHT BACKSPLASH (TO BOTTOM OF CABINETS) SSF-2
A-102 SCALE: 1/4" = 1'-0"
A-401 SCALE: 1/4" = 1'-0"
PA-1
E2
E1
6" ADJUSTABLE STAPLE HASP
A3
1' - 6"
A1 A-592
2' - 6" EQ. A5
2' - 11 3/8" EQ.
FINISH SECOND FLR 118' - 0" AFF
DEPARTMENT OF THE NAVY
CG-1 CG-1
3' - 0"
2' - 10" 1' - 6" 2' - 8"
CG-1
CG-1
CG-1
EQ.
EQ.
3' - 6" AFF
PA-2
2' - 6"
1' - 4 1/4" CLEAR 7' - 0"
2' - 6" EQ.
SOLID SURFACE COUNTERTOP AND FULL HEIGHT BACKSPLASH (TO BOTTOM OF CABINET) SSF-2
BREAK ROOM - WEST WALL
A-102 SCALE: 1/4" = 1'-0"
SCALE: EPROJECT NO.
GRAPHIC SCALE: 0'
2'
4'
B P-603 - INTERIOR ELEVATIONS
A-102 SCALE: 1/4" = 1'-0"
A1
EV
LAS 02/16/16
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
B3
VIRGINIA BEACH, VIRGNIA
CONFERENCE ROOM - SOUTH WALL
PA-1
CHK
CHIEF ENG/ARCH
NAS OCEANA-DAM NECK ANNEX
5' - 0"
MCO
IPT TECH. BRANCH HEAD
NAVAL STATION NORFOLK
EQ. EQ.
DRW
MCO
IPT-HAMPTON ROADS
B1
5' - 0"
DES
PROJECT MANAGER
NAVAL FACILITIES ENGINEERING COMMAND
B
5' - 0"
RB-1
SATISFACTORY TO DATE
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
EQ. EQ.
A REVDATE: 2/14/2016 4:30:58 PM
CONFERENCE ROOM - NORTH WALL
C2
IT
C
EC T
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119
8'
NAVFAC DRAWING NO.
1/4" =1'-0"
12712852 SHEET
86
OF
296
A-404
1
2
3
4
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
AR CH
2' - 10" 1' - 6"
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
12" TLP-3
1. 2.
11' - 2" MG-2
6' - 0"
6' - 0"
D
3.
8' - 0"
SSF-3
TLP-2
4.
TLP-2
S1
FIN FLOOR 100' - 0" AFF
F1
6' - 10"
GB-1
RESTRM 5
1' - 9"
FIN FLOOR 100' - 0" AFF SOLID SURFACE, SSF-3 INTEGRAL SOAP AND SHAMPOO SHELF, TYP.
TTD-1
3' - 3"
D2
RESTROOM ELEVATION
D3
A-405 SCALE: 1/4" = 1'-0"
5. 6. 7.
SHOWER ELEVATION
REFERENCE A-001 FOR ABBREVIATIONS AND SYMBOLS. REFERENCE I-601 & I-101 FINISH SCHEDULE AND FINISH LEGEND/PLAN. DIMENSIONS TO URINAL SCREENS AND TOILET ENCLOSURES ARE FROM FACE OF WALL FINISH. ALL OTHER DIMENSIONS ARE TO FACE OF STUD, FACE OF CMU WALL OR CENTER OF COLUMN LINE UNLESS OTHERWISE NOTED. PROVIDE FIRE RETARDANT WOOD BLOCKING AT ALL LOCATIONS OF WALL HUNG PARTITIONS, GRAB BARS, AND ACCESSORIES. RE: PLUMBING DRAWINGS FOR FLOOR DRAIN LOCATIONS. CONTRACTOR TO COORDINATE FLOOR DRAIN LOCATIONS SO THAT THEY COINCIDE WITH 2 CORNER JOINTS ON TILE PATTERN. VERIFY LOCATIONS/CLEARANCES FOR C.F.C.I. TOILET ACCESSORIES ONCE PRODUCT IS IDENTIFIED. SEE A-501 AND A-502 FOR PARTITION TYPES REFERENCED ON THIS PLAN
A-405 SCALE: 1/4" = 1'-0"
S2E
CA
TOILET ACCESSORIES LEGEND
5' - 0" S1A
MG-2
S1A
10"
TAG NO. GB-1
C1 A-553
7"
5' - 8"
F2
3' - 5"
3' - 5" SHOWER 6
MG-2
MIRROR - SURFACE MOUNTED, 24" x 48"
PTDWR-1
PAPER TOWEL WITH WASTE DISPOSAL
SND-1
8
V
O
MIRROR - SURFACE MOUNTED, 24" x 36"
LTH O F EA
M
MG-1
W
JAMIE M. DUBBE
Lic. No.014772 AR CH
SANITARY NAPKIN DISPOSER - C.F.C.I.
IT
C
EC T
S2G
TP-1
5' - 6"
SEAL
1' - 8 3/8"
S1A
S1A
A1
BATH 9
SD-1
SOAP DISPENSER - C.F.C.I.
SC-1
TP-1
DN
TTD-1
TOILET TISSUE DISPENSER - C.F.C.I.
FSS-1
ADA SHOWER SEAT
MH-1
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
36" MOP & BROOM HOLDER W/ UTILITY SHELF
ENLARGED PLAN - NEW BATHROOM
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
1' - 0"
A-130 SCALE: 1/2" = 1'-0"
A/E INFO APPROVED
1' - 0"
B1
TOWEL PIN
TTD-1
1' - 0"
1' - 0"
OPP
2' - 9"
SHOWER CURTAIN & ROD
TP-1
A-411
5' - 11"
SC-1
2' - 9" 4 EQ. TREADS
SATISFACTORY TO DATE DES
DRW
JMD
CRH
CHK
EV
PROJECT MANAGER IPT TECH. BRANCH HEAD
LAS 02/16/16
1' - 0"
A1
ENLARGED STAIR PLAN
PAPER TOWEL DISPENSER & WASTE DISPOSAL
MIRROR
TOILET TISSUE DISPENSER
URINAL
SOAP DISPENSER
WASTE RECEPTACLE
3' - 5"
(38"-43")
DRINKING FOUNTAIN (SPOUT)
GRAPHIC SCALE:
SCALE: EPROJECT NO.
0'
TYPICAL MOUNTING HEIGHTS
A-130 SCALE: 1/2" = 1'-0"
DEPARTMENT OF THE NAVY
1' - 6"
ABA/ADA WC & GRAB BARS
HC
3' - 5"
3' - 0"
3' - 1"
A TOILET NON-ADA
3' - 6"
3' - 0"
1' - 5"
0' - 6" 3' - 0"
1' - 5 1/2"
1' - 0"
2' - 3"
1' - 0"
6"
UP
3' - 2"
SIM
3' - 10"
A-411
1' - 6"
5' - 0"
A1
2'
4'
8'
AS NOTED 1344924
CONSTR. CONTR. NO.
1/4" =1'-0"
SCALE: 1/4" = 1'-0"
B469 - ENLARGED PLANS AND ELEVATIONS
1' - 0"
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
A-130 SCALE: 1/2" = 1'-0"
VIRGINIA BEACH, VIRGNIA
A-130 SCALE: 1/2" = 1'-0"
ENLARGED PLAN - EXISTING BATHROOM
NAS OCEANA-DAM NECK ANNEX
1' - 0"
3' - 7" 5 EQ. TREADS
B3
NAVAL STATION NORFOLK
10' - 0"
ENLARGED STAIR PLAN
IPT-HAMPTON ROADS
B2
NAVAL FACILITIES ENGINEERING COMMAND
B
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
CHIEF ENG/ARCH
1' - 6"
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
SC-1
C1
COM
1' - 8"
10"
N
S2E D3 A-405
GRAB BARS HORIZONTAL & VERTICAL
NI A GI IR
SD-1
ACCESSORY
N40085-16-R-6119
0' 1/2" =1'-0"
1'
2'
4'
NAVFAC DRAWING NO.
12712853 SHEET
87
OF
296
A-405
1
2
3
4
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
B
A
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
PTDWR-1
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_CUP_acantoria.rvt
D
D2 A-405
S2E
REVDATE: 2/14/2016 4:36:47 PM
DATE
GENERAL NOTES
DESCRIPTION
12" TLP-3
SC-1
SYM
PTDWR-1
3
4
5
A3
GENERAL NOTES
A-533
1' - 0" 1.
STAIR TO BE ENGINEERED AND FABRICATED BY CONTRACTOR AND STEEL FABRICATOR TO MEET THE WIND LOAD REQUIREMENT INDICATED ON SHEET S-001.
2.
ALL EXPOSED STEEL GUARDRAILS, HANDRAILS, TREAD PANS, STRINGERS, LANDING DECK, SUPPORTS, TUBE COLUMNS, BEAMS AND UNDERSIDE OF STAIRS AND LANDINGS ARE TO BE GALVANIZED AND PAINTED.
3.
DESIGN ALL HANDRAILS AND GUARDRAILS TO RESIST A LOAD OF 50 PSF PER LINEAR FOOT APPLIED IN ANY DIRECTION AT THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORT TO THE STRUCTURE.
4.
DESIGN ALL HANDRAILS AND GUARDS TO RESISTS A SINGLE CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP AND TO TRANSFER THIS LOAD THROUGH THE SUPPORT TO THE STRUCTURE.
UP
A1
B4 A-533
13' - 9"
UP
4' - 4"
12' - 10"
A4 A-535
4' - 6"
EQ
EXTERIOR DOOR TO BE ALIGNED WITH VERT PRECAST PILASTER AS SHOWN ON DETAILS
UP
A1 A-411
1/4" GALVANIZED STEEL CHECKERED PLATE SEE DETAIL ON C1/A-572 & B1/A-572
6' - 1"
4' - 0"
EQ
5' - 2"
D
4 EQ TREADS
10' - 4"
A-533
2' - 10" 11"
6' - 0"
DATE
11' - 0"
D DESCRIPTION
5' - 2"
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
2
SYM
1
SLOPED CORRUGATED METAL ROOF
GALV. STEEL CHANNEL
1
LTH O F EA
V
M COM
B
IT
C
EC T SEAL
B1 A-533
13' - 9"
4' - 4"
16 EQ. TREADS
12' - 10"
4' - 6"
15 EQ. TREADS 1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
2' - 0"
A/E INFO APPROVED
2 1/2" x 2 1/2" GALV. STEEL TUBE POST
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
1 3/4" x 1/2" GALV. STEEL GUARD BAR
SATISFACTORY TO DATE DES
1 1/2" DIA. GALV. STEEL HANDRAIL RETURN TO TUBE POST
P-603 EXT EGRESS STAIR SECTION
A-411 SCALE: 1" = 1'-0"
GRAPHIC SCALE:
FINISH FIRST FLOOR 100' - 0" AFF
10' - 0"
0'
2'
4'
SCALE: EPROJECT NO.
8'
2'
4'
6'
NAVFAC DRAWING NO.
12712854
3/8" =1'-0" 0'
A-411 SCALE: 3/8" = 1'-0"
1
N40085-16-R-6119
0'
EXTERIOR STAIR SECTION
1" =1'-0"
2
3
4
5
AS NOTED 1344924
CONSTR. CONTR. NO.
1/4" =1'-0" A1
P-603 - ENLARGED STAIR PLAN, SECTION AND DETAILS
A4
AREA TO BE ENCLOSED BY GUARD RAIL
DEPARTMENT OF THE NAVY
16 EQ. RISERS
9' - 3 1/2"
CONCRETE PLATFORM
A-535
LAS 02/16/16
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
GALV. STEEL ANGLE CLIP BOLTED TO CONCRETE SLAB
VIRGINIA BEACH, VIRGNIA
GALV. STEEL CHANNEL STRINGER
B3
EV
B
NAS OCEANA-DAM NECK ANNEX
1' - 0"
NAVAL STATION NORFOLK
2' - 10"
NAVAL FACILITIES ENGINEERING COMMAND
8' - 8 1/2"
15 EQ. RISERS
8 GA GALV. WELDED WIRE MESH 2" x 1" RECTANGULAR PATTERN
A4 A-411
CHK
CHIEF ENG/ARCH
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
B
ABC
IPT TECH. BRANCH HEAD
3' - 6"
FINISH SECOND FLR 118' - 0" AFF
DRW
JMD
PROJECT MANAGER
IPT-HAMPTON ROADS
B4 A-533
6"
1'
2'
SHEET
88
OF
296
A-411 DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
A
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
AR CH
A-101 SCALE: 1/4" = 1'-0"
A REVDATE: 2/14/2016 4:31:02 PM
JAMIE M. DUBBE
Lic. No.014772
2"
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
C1
P-603 EXT EGRESS ENLARGED RAMP & STAIR PLAN
B1 A-533
NI A GI IR
O
N
W
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
2"
B2
CONTINUOUS SEALANT BOTH SIDES
SCALE: 1 1/2" = 1'-0"
8" SPLIT FACE @ CORNER
1' - 4"
8"
SECTION SCALE: 1" = 1'-0"
1' - 4"
A1 B1 A-412
10"
EQ 10' - 11"
8"
1' - 4"
8' - 0"
EQ
10" SPLIT FACE
10" SPLIT FACE N
CMU SOAP
CMU SOAP
10" SPLIT FACE
10" SPLIT FACE
1' - 4"
PLAN NORTH
LTH O F EA
V
JAMIE M. DUBBE
Lic. No.014772
SCALE: 1/4" = 1'-0"
B2
2' - 0"
SECTION
B4
SCALE: 1" = 1'-0"
GRIND SPLIT FACE SMOOTH & BULLNOSE CORNER TO CONFORM TO TIGHT FIT OF ANGLE TO WALL
1ST COURSE
ACTIVITY
PRE-FINISHED ALUMINUM GATE
1' - 4"
SATISFACTORY TO DATE DES
GRIND SPLIT FACE SMOOTH & BULLNOSE CORNER TO CONFORM TO TIGHT FIT OF ANGLE TO WALL
2ND COURSE
A4
1' - 9"
A-412 PRE-FINISHED ALUMINUM GATE
7' - 8"
LINE OF FOOTING BELOW
GALVANIZED ANGLE BEYOND
EQ
PRE-FINISHED ALUMINUM GATE
5' - 0" 1 1
A5
ENCLOSURE JAMB DETAIL SCALE: 1" = 1'-0"
6"
4"
1' - 0"
1' - 0"
2' - 0"
A2
SCALE: 1/2" = 1'-0"
2' - 0"
SECTION
A4
SCALE: 1" = 1'-0"
GRAPHIC SCALE:
SCALE:
3' - 6" DIA.
0'
SECTION
3
4'
8'
1'
2'
4'
1/2" =1'-0"
SCALE: 1" = 1'-0"
4
4"
8"
1" =1'-0"
5
LAS 02/16/16
EPROJECT NO.
B
AS NOTED 1344924
N40085-16-R-6119 NAVFAC DRAWING NO.
12712855
0'
1'-4"
EV
CONSTR. CONTR. NO.
0' 0'
2
2'
1/4" =1'-0"
1 1/2" =1'-0"
1
EXPANSION JOINT
7" #5 @ 12" O.C. TRANSVERSE (4)#5 LONGITUDINAL
DUMPSTER ENCLOSURE GATE ELEVATION
ALIGN CENTER OF COLUMN TO CENTER OF SPLIT FACE CMU JAMBS
EQ
PAVING,RE: CIVIL DRAWINGS
WHEEL SUPPORT @ EACH DOOR
A
GALVANIZED 10" STEEL PIPE, FILL WITH CONCRETE
CONCRETE SLAB WITH #4 @ 9" EACH WAY, CENTERED IN SLAB
EXPANSION JOINT, TYP.
CONTINUOUS HINGE, TYP. CANE BOLT EACH DOOR
1' - 9"
GALVANIZED 10" STEEL PIPE, FILL WITH CONCRETE
CL
4" X 2" TOP, BOTTOM AND JAMB ALUMINUM RAILS
CL
CHK
CHIEF ENG/ARCH
A-412
D5
ABC
IPT TECH. BRANCH HEAD
CORNER LAYOUT @ JAMBS SCALE: 1" = 1'-0"
DRW
JMD
PROJECT MANAGER
P-603 - ENLARGED DUMPSTER PLAN, SECTION AND DETAILS
DUMPSTER ENCLOSURE - SOUTH ELEVATION
8" SPLIT FACE @ CORNER
8"
FOR COMMANDER NAVFAC / B.L.T.L.
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
2' - 0"
1' - 4"
A/E INFO APPROVED
VIRGINIA BEACH, VIRGNIA
1' - 0"
8' - 0"
8"
PRE-FINISHED ALUMINUM GATE 8" SPLIT FACE @ CORNER
8" SPLIT FACE 8X4 GALVANIZED ANGLE, PAINT TO MATCH GATE COLOR
NAS OCEANA-DAM NECK ANNEX
DOWELS TO MATCH VERTICAL WALL REINFORCING
CMU SOAP
NAVAL STATION NORFOLK
1' - 4"
8X4 GALVANIZED ANGLE, PAINT MATCH GATE COLOR
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
IPT-HAMPTON ROADS
A1 A-412
10" SPLIT FACE
ADHESIVE ANCHORS & GALVANIZED ANGLE BY GATE MANUFACTURER
NAVAL FACILITIES ENGINEERING COMMAND
1' - 4"
REINFORCE EACH MASONRY CORE WITH (1) #5 VERTICAL IN GROUT FILLED CORES
CONCRETE SLAB ON GRADE
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
11' - 4"
SCALE: 1" = 1'-0"
DEPARTMENT OF THE NAVY
11' - 4"
IT
C
EC T SEAL
8"
1' - 4"
25' - 4" CL
EXTERIOR GRADE RE: CIVIL DRAWINGS
C4
CORNER LAYOUT
EQ EQ
SCALE: 1/4" = 1'-0"
AR CH
1' - 4"
PREMOLDED JOINT FILLER
2ND COURSE
6"
1'
2'
SHEET
89
OF
296
A-412 DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
A
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
1ST COURSE
DUMPSTER ENCLOSURE
A1
W
O
EQ
M
EQ
COM
GROUND MOUNTED DOOR STOP BY GATE MANUFACTURER (4) 10' - 11"
NI A GI IR
1' - 4"
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
8" SPLIT FACE @ CORNER
1' - 4"
EQ
5' - 0"
BOLLARD RE: CIVIL DRAWINGS EQ
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
D5
DESCRIPTION
COPING DETAIL
SYM
10" SPLIT FACE REINFORCED WITH #5 AT 32" O.C. VERTICAL
D4
EQ
B4 A-412
B1
D 4"
A5 A-412
REINFORCE EACH MASONRY CORE WITH (1) #5 VERTICAL IN GROUT FILLED CORES
EQ
12' - 0"
A2
B
LOUVERED PREFINISHED ALUM NO SITE LINE
STAINLESS STEEL THREADED DOWEL
A-412
REVDATE: 2/14/2016 4:31:07 PM
STAINLESS STEEL THROUGH WALL FLASHING
PRECAST CAP WITH DRIP EDGE
SLOPE 1/8"
D
7' - 8"
A-412 CONTINUOUS CMU BOND BEAM WITH (2) # 5 CONTINUOUS BOTTOM
C
PREFINISHED ALUMINUM FRAME
3"
4"
4"
A-412
DATE
25' - 4"
C4 A-412
1' - 0"
D4
PARTITION TYPE S1
HEAD INSULATION AS REQUIRED. SEE SCHEDULE BELOW
4 PARTITION TYPE S2
1. WHERE STRUCTURAL MEMBERS PENETRATE FIRE-RATED GYPSUM BOARD WALLS, TAPE & SEAL WITH FIRE STOPPING SEALANT. WHERE STRUCTURAL MEMBERS PENETRATE FIRE-RATED CMU OR CONCRETE WALLS, SEAL WITH FIRE STOPPING SEALANT. SEE HEAD DETAIL IN SCHEDULE BELOW
2. PROVIDE MINIMUM 20 GAUGE METAL BACKING AS REQUIRED FOR INSTALLATION OF EXTINGUISHER CABINETS, MESSAGE BOARDS, TOILET ACCESSORIES, TOILET PARTITIONS, WALL AND BASE CABINETS, ACCESS PANELS, ELECTRICAL AND FIRE PROTECTION SYSTEM PANELS, UNLESS NOTED OTHERWISE.
CEILING
D
CEILING
BASE
SEE ROOM FINISH SCHEDULE FOR FINISH MATERIALS OVER GYPSUM BOARD
SEE ROOM FINISH SCHEDULE FOR FINISH MATERIALS OVER GYPSUM BOARD
BASE
SEE BASE DETAIL IN SCHEDULE BELOW
3. ALL METAL STUDS AND BRACING SHALL BE 20 GAUGE UNLESS NOTED OTHERWISE.
INSULATION AS REQUIRED. SEE SCHEDULE BELOW
4. REFERENCE DRAWINGS A-101 THRU A-102 AND DRAWING A-130 FOR PARTITION TYPE LOCATIONS.
SYM
PLAN
1 LAYER OF 5/8" GYPSUM BOARD ON METAL STUDS @ 16" O.C.
PLAN
D
SCHEDULED CEILING
SCHEDULED CEILING
METAL STUD BRACE @ 48" O.C. MAX. EXTEND BRACE AND SECURE TO ADJACENT STUD WALL, STEEL COLUMN, OR CONCRETE WALL
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
PARTITION TYPES GENERAL NOTES:
HEAD SEE HEAD DETAIL IN SCHEDULE BELOW
5
APPR
3
DATE
2
DESCRIPTION
1
1 LAYER OF 5/8" GYPSUM BOARD EACH SIDE OF METAL STUDS @ 16" O.C.
5. PROVIDE METAL STUD DIAGONAL BRACING @ 4'-0" O.C. (ALTERNATE DIRECTIONS) TO UNDERSIDE OF METAL DECK FOR ALL WALLS GREATER THAN 11'-6" IN HEIGHT.
SEE BASE DETAIL IN SCHEDULE BELOW
6. ALL PARTITIONS DESIGNATED AS STC-45 (MINIMUM) SHALL BE SUBJECT TO TESTING TO DETERMINE STC VALUES STC (SOUND TRANSMISSION CLASS) VALUES ARE BASED ON PERFORMANCE OF SPEECH FREQUENCIES FROM 125-4000 Hz. 7. SEE DRAWING A-521 AND A-522 FOR TYPICAL PENETRATION DETAILS THROUGH FIRE-RATED PARTITIONS.
-
B4/A-511
S1B
-
-
-
C1/A-511
S1C S1D S1F
-
-
-
B4/A-511 B4/A-511 C1/A-511
UL DESIGN NO U465 U465 -
HEAD DETAIL C1/A-511 C2/A-511 C2/A-511 C1/A-511 B4/A-511
BASE DETAIL B1/A-512 B1/A-512 A3/A-512 B3/A-512 A1/A-512
STC -
S2E
-
-
-
C1/A-511
S2F
-
-
-
C1/A-511
S2G
-
60 MIN
U465
C2/A-511 A1/ A-512
3 5/8" METAL STUDS, 5/8" TYPE X W/ INSULATION, FULL HEIGHT
S2H
-
-
-
C2/A-511 A1/ A-512
3 5/8" METAL STUDS, 5/8" GWB W/ INSULATION. FULL HEIGHT
TYPE COMMENTS 3 5/8" METAL STUDS, 5/8" GWB, W/ INSULATION. FULL HEIGHT 3 5/8" METAL STUDS, 5/8" TYPE X W/ INSULATION 3 5/8" METAL STUDS, 5/8" TYPE X W/ INSULATION THROUGH ACCESS FLR 3 5/8" METAL STUBS, 5/8" GWB W/ INSULATION STOP AT ACCESS FLR 3 5/8" METAL STUDS, WET WALL, STOPS ABOVE CEILING. SEE PARTITION TYPE GENERAL NOTE 9. A1/A-512 3 5/8" METAL STUDS W/ INSULATION. WET WALL, FULL HEIGHT. SEE PARTITION TYPE GENERAL NOTE 9. A3/A-512 3 5/8" METAL STUDS, 5/8" GWB W/ INSULATION FULL HEIGHT, THROUGH ACCESS FLR
O
JAMIE M. DUBBE
Lic. No.014772 AR CH
IT
C
EC T SEAL
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
A/E INFO APPROVED
FOR COMMANDER NAVFAC / B.L.T.L.
PARTITION TYPE S3
PARTITION TYPE SYMBOL LEGEND: INDICATES TYPE OF PARTITION STRUCTURE: F = FURRING METAL STUD S = METAL STUD H = C-H METAL STUD M = MASONRY
BASE
STC STC-45
HEAD DETAIL C3/A-511
BASE DETAIL TYPE COMMENTS C4/A-512 3 5/8" METAL STUDS WITH BLANKET INSULATION.
REVDATE: 2/14/2016 4:31:12 PM
TYPE S3
UL DESIGN NO -
DEPARTMENT OF THE NAVY
RM 204
FIRE RATING -
LAS 02/16/16
B
SCALE: EPROJECT NO.
P-603 - PARTITION TYPES
SEE BASE DETAIL IN SCHEDULE BELOW
EV
CHIEF ENG/ARCH
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
1 LAYER OF 5/8" GYPSUM BOARD METAL STUDS @ 16" O.C.
3/4" #9 10 GAUGE EXPANDED METAL SPOT WELDED EVERY 6" TO VERTICAL, EVERY 6" TO 16 GAUGE STUDS AND TO DECK AND FLOOR TRACK 2 LAYERS OF 5/8" GYPSUM BOARD METAL STUDS @ 16" O.C.
INDICATES NUMBER OF LAYERS OF GYPSUM BOARD OR TYPE OF CMU FINISH
CHK
CRH
IPT TECH. BRANCH HEAD
VIRGINIA BEACH, VIRGNIA
PLAN
S1A
DRW
JMD
NAS OCEANA-DAM NECK ANNEX
ACOUSTIC MATERIAL, FASTENED TO PREVENT SLIDING
SEE ROOM FINISH SCHEDULE FOR FINISH MATERIALS OVER GYPSUM BOARD, ENSURE FINISH IS CONTINUOUS ABOVE ACT AND BELOW ACCESS FLOOR
{
SCHEDULED CEILING
}
CEILING PARTITION TYPE SYMBOL
DES
PROJECT MANAGER
NAVAL STATION NORFOLK
INDICATES VARIATION OF PARTITION WITH THE SAME STRUCTURE, AND STRUCTURE THICKNESS
IPT-HAMPTON ROADS
CONTROLLED AREA
SATISFACTORY TO DATE
NAVAL FACILITIES ENGINEERING COMMAND
SEE HEAD DETAIL IN SCHEDULE BELOW
ACTIVITY
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
HEAD
B
A
V
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
12712856 SHEET
90
OF
296
A-501
1
2
3
4
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
-
TYPE S2 S2A S2B S2C S2D
FIRE RATING 60 MIN 60 MIN -
LTH O F EA
M
-
BASE DETAIL TYPE COMMENTS C2/A-512 3 5/8" METAL STUDS, 5/8" GWB, STOP ABOVE CEILING, TYP. EXT WALL FURRING C1/A-512 3 5/8" METAL STUDS, WET WALL, STOP ABOVE CEILING. SEE PARITION TYPE GENERAL NOTE 9. C1/A-512 3 5/8" METAL STUDS W/ INSULATION, WET WALL, FULL HEIGHT. SEE PARITION TYPE GENERAL NOTE 9. B3/A-512 3 5/8" METAL STUDS, 5/8" GWB, AT ACCESS FLR, STOP ABV CEILING A2/A-512 3 5/8" METAL STUDS, 5/8" GWB, THROUGH ACCESS FLOOR A3/A-512 3 5/8" METAL STUDS W/ INSULATION, FULL HEIGHT, THROUGH ACCESS FLR
COM
S1A
HEAD DETAIL B1/A-511
}
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
STC -
UL DESIGN NO -
N
W
NI A GI IR
C
TYPE S1
FIRE RATING -
8. PROVIDE CEMENTITIOUS BACKER UNITS (AT SHOWER WALLS) OR WATER RESISTANT GYPSUM BOARD (AT ALL REMAINING TOILET OR RESTROOM WALLS) ON WET SIDE WALL.
3
4
PARTITION TYPE M1
PARTITION TYPES GENERAL NOTES: 1. WHERE STRUCTURAL MEMBERS PENETRATE FIRE-RATED GYPSUM BOARD WALLS, TAPE & SEAL WITH FIRE STOPPING SEALANT. WHERE STRUCTURAL MEMBERS PENETRATE FIRE-RATED CMU OR CONCRETE WALLS, SEAL WITH FIRE STOPPING SEALANT.
HEAD
HEAD SEE HEAD DETAIL IN SCHEDULE BELOW
SEE HEAD DETAIL IN SCHEDULE BELOW
6"
2. PROVIDE MINIMUM 20 GAUGE METAL BACKING AS REQUIRED FOR INSTALLATION OF EXTINGUISHER CABINETS, MESSAGE BOARDS, TOILET ACCESSORIES, TOILET PARTITIONS, WALL AND BASE CABINETS, ACCESS PANELS, ELECTRICAL AND FIRE PROTECTION SYSTEM PANELS, UNLESS NOTED OTHERWISE.
CEILING
D
CEILING SCHEDULED CEILING 7/8" FURRING AND 5/8" GYP BD ON ONE SIDE PLAN
FACE OF COLUMN, WALL, OR SUBSTRATE
BASE
SYM
5. PROVIDE METAL STUD DIAGONAL BRACING @ 4'-0" O.C. (ALTERNATE DIRECTIONS) TO UNDERSIDE OF METAL DECK FOR ALL WALLS GREATER THAN 11'-6" IN HEIGHT.
VERTICAL REINFORCEMENT RE: STRUCTURAL
BASE
SEE BASE DETAIL IN SCHEDULE BELOW
4. REFERENCE DRAWINGS A-101 THRU A-102 AND DRAWING A-130 FOR PARTITION TYPE LOCATIONS.
STANDARD CONCRETE MASONRY UNIT (CMU)
SEE ROOM FINISH SCHEDULE FOR FINISH MATERIALS OVER GYPSUM BOARD
D
3. ALL METAL STUDS AND BRACING SHALL BE 20 GAUGE UNLESS NOTED OTHERWISE.
SCHEDULED CEILING
PLAN
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
DATE
PARTITION TYPE F1
5
APPR
2
DESCRIPTION
1
6. ALL PARTITIONS DESIGNATED AS STC-45 (MINIMUM) SHALL BE SUBJECT TO TESTING TO DETERMINE STC VALUES STC (SOUND TRANSMISSION CLASS) VALUES ARE BASED ON PERFORMANCE OF SPEECH FREQUENCIES FROM 125-4000 Hz.
SEE BASE DETAIL IN SCHEDULE BELOW
7. SEE DRAWING A-521 AND A-522 FOR TYPICAL PENETRATION DETAILS THROUGH FIRE-RATED PARTITIONS.
UL DESIGN NO -
-
-
HEAD DETAIL B1/A-511 B1/A-511
BASE DETAIL TYPE COMMENTS C3/A-512 7/8" FURRING STRIPS AT 24" O.C. HORIZONTALLY C3/A-512 WET WALLS. SEE GENERAL NOTE 9.
TYPE M1 M1A M1B M1C
STC -
FIRE RATING 60 MIN 60 MIN 60 MIN
UL DESIGN NO U905 U905 U905
HEAD DETAIL B2/A-511 B2/A-511 B2/A-511 B2/A-511
BASE DETAIL C4/A-513 C4/A-513 B2/A-513 B3/A-513
COM
M
O
V
JAMIE M. DUBBE
Lic. No.014772
TYPE COMMENTS
AR CH
IT
C
EC T SEAL
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
A/E INFO APPROVED
FOR COMMANDER NAVFAC / B.L.T.L.
PARTITION TYPE M2
PARTITION TYPE SYMBOL LEGEND:
INDICATES NUMBER OF LAYERS OF GYPSUM BOARD OR TYPE OF CMU FINISH
1" GYPSUM LINER PANEL 1 LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON C-H STUDS @ 24" O.C.
SEE BASE DETAIL IN SCHEDULE BELOW
STC -
REVDATE: 2/14/2016 4:31:16 PM
TYPE H1
UL DESIGN NO U499
7/8 METAL FURRING AND 5/8" GYP BD ON ONE SIDE
BASE
VERTICAL REINFORCEMENT RE: STRUCTURAL
SEE ROOM FINISH SCHEDULE FOR FINISH MATERIALS OVER GYPSUM BOARD
BASE
FIRE RATING 60 MIN
PLAN
HEAD DETAIL C4/A-511
BASE DETAIL TYPE COMMENTS B2/A-512 4" C-H STUDS
SEE BASE DETAIL IN SCHEDULE BELOW
TYPE M2 M2A M2B M2C M2D
STC -
FIRE RATING 60 MIN 60 MIN 60 MIN -
UL DESIGN NO U905 U905 U905 -
HEAD DETAIL B2/A-511 B2/A-511 B2/A-511 B2/A-511 B2/A-511
BASE DETAIL C1/A-513 C2/A-513 C3/A-513 B1/A-513 C2/A-513
TYPE COMMENTS
LAS 02/16/16
CHIEF ENG/ARCH
DEPARTMENT OF THE NAVY
PLAN
EV
B
SCALE: EPROJECT NO.
P-603 - PARTITION TYPES
SCHEDULED CEILING
SCHEDULED CEILING
CHK
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
{
S1A
CRH
IPT TECH. BRANCH HEAD
VIRGINIA BEACH, VIRGNIA
}
PARTITION TYPE SYMBOL
CEILING
DRW
JMD
NAS OCEANA-DAM NECK ANNEX
INSULATION AS REQUIRED. SEE SCHEDULE BELOW
DES
PROJECT MANAGER
NAVAL STATION NORFOLK
SEE HEAD DETAIL IN SCHEDULE BELOW
SEE HEAD DETAIL IN SCHEDULE BELOW
INDICATES VARIATION OF PARTITION WITH THE SAME STRUCTURE, AND STRUCTURE THICKNESS
IPT-HAMPTON ROADS
HEAD
SATISFACTORY TO DATE
NAVAL FACILITIES ENGINEERING COMMAND
HEAD
INDICATES TYPE OF PARTITION STRUCTURE: F = FURRING METAL STUD S = METAL STUD H = C-H METAL STUD M = MASONRY
ACTIVITY
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
PARTITION TYPE H1
CEILING
A
LTH O F EA
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
-
FIRE RATING -
}
B
F2
STC -
6"
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
TYPE F1
N
W
NI A GI IR
8. PROVIDE CEMENTITIOUS BACKER UNITS (AT SHOWER WALLS) OR WATER RESISTANT GYPSUM BOARD (AT ALL REMAINING TOILET OR RESTROOM WALLS) ON WET SIDE WALL.
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
12712857 SHEET
91
OF
296
A-502
1
2
3
4
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
5/8" GYP BD OR CEMENTITIOUS BACKER UNITS ON METAL STUDS @ 16" O.C. SEE PARTITION TYPE.
PARTITION AS SCHEDULED
RUNNER TRACK SLIP CLIP
16 GAUGE CONT TRACK W/ ANCHORS AT 32" O.C. MAX. - BED IN 2 CONT BEADS OF ACOUSTIC SEALANT ACOUSTIC MATERIAL, FASTENED TO PREVENT SLIDING
2 LAYERS 5/8" GYPSUM BOARD ANCHOR TO METAL DEEP LEG RUNNER. DO NOT ATTACH TO WALL STUD 3/4" #9 10 GAUGE EXPANDED METAL SPOT WELDED EVERY 6" TO VERTICAL, EVERY 6" TO 16 GAUGE STUDS AND TO DECK AND FLOOR TRACK
C2
SCALE: 3" = 1'-0"
C3
INT PARTITION DTL - HEAD
5/8" GYPSUM BOARD ANCHOR TO METAL DEEP LEG RUNNER. DO NOT ATTACH TO WALL STUD
APPR
1" GYPSUM SHAFT WALL LINER
C4
SCALE: 3" = 1'-0"
1 LAYER OF 5/8" GYPSUM BOARD ANCHOR TO C-H METAL STUD
INT PARTITION DTL - HEAD N
SCALE: 3" = 1'-0"
W
LTH O F EA
V
COM
M
SCALE: 3" = 1'-0"
RUNNER TRACK SLIP CLIP
JAMIE M. DUBBE
NI A GI IR
C1
INT PARTITION DTL - HEAD
UNDERSIDE ROOF/ METAL FLOOR DECK
D DESCRIPTION
PROVIDE ACOUSTICAL SEALANT. TYPICAL EACH SIDE.
UL SYSTEM NUMBER: HW-D-0042 HW-D-0044
INT PARTITION DTL - HEAD
FILL METAL DECK FLUTES W/ FIRE SAFING INSULATION
UNDERSIDE METAL FLOOR OR ROOF DECK
5/8" GYPSUM BOARD ANCHOR TO METAL DEEP LEG RUNNER. DO NOT ATTACH TO WALL STUD
5/8" GYPSUM BOARD ANCHOR TO METAL WALL STUD UP TO 1" FROM DEEP LEG RUNNER
DEEP LEG RUNNER (3" LEG MIN.), ANCHOR TO METAL DECK
1" MIN.
1" MIN.
5/8" GYPSUM BOARD ANCHOR TO METAL DEEP LEG RUNNER. DO NOT ATTACH TO WALL STUD
PROVIDE FIRESTOP SEALANT AT FIRE RATED PARTITIONS. TYPICAL EACH SIDE.
SYM
INSULATION AS REQUIRED, SEE PARTITION TYPE
EXTEND GYPSUM BOARD INTO METAL DECK FLUTES
O
RUNNER TRACK SLIP CLIP
RUNNER TRACK SLIP CLIP
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
4" MIN
DEEP LEG RUNNER (3" LEG MIN.), ANCHORED
PROVIDE ACOUSTICAL AND SMOKESTOP SEALANT AT SMOKE PARTITIONS AND FIRESTOP SEALANT AT FIRE RATED PARTITIONS. TYPICAL EACH SIDE.
1" MIN
UNDERSIDE METAL FLOOR OR ROOF DECK
UNDERSIDE FLOOR METAL FLOOR DECK
FILL METAL DECK FLUTES W/ FIRE SAFING INSULATION
EXTEND GYPSUM BOARD INTO METAL DECK FLUTES
4" MIN
D
EXTEND GYPSUM BOARD INTO METAL DECK FLUTES
DEEP LEG RUNNER (3" LEG MIN.), ANCHOR TO METAL DECK
5
1" MIN.
FILL METAL DECK FLUTES W/ INSULATION
FILL METAL DECK FLUTES W/ FIRE SAFING INSULATION
1" MIN
DEEP LEG RUNNER (3" LEG MIN.), ANCHOR TO METAL DECK
4
DATE
3
1" MIN
2
4" MIN
1
Lic. No.014772
UNDERSIDE FLOOR DECK (METAL DECK OR CONC. SLAB)
IT
C
EC T SEAL
METAL STUD DIAGONAL BRACING @ 4'-0" O.C. (ALTERNATE DIRECTIONS) TO UNDERSIDE OF METAL DECK
STL DECK & ANGLES, RE:STRUCTURAL
ACOUSTIC OR FIRE SEALANT ON EACH SIDE
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
A/E INFO
6"
6"
SCHEDULED CEILING
AR CH
APPROVED
FIRE SAFING INSULATION, AS REQD. SEE PARTITION TYPE
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
SCALE: 3" = 1'-0"
REVDATE: 2/14/2016 4:31:19 PM
A
SCALE:
GRAPHIC SCALE: 0'
3"
6"
B
EPROJECT NO.
P-603 - PARTITION TYPE DETAILS
SCALE: 3" = 1'-0"
INT PARTITION DTL - HEAD
LAS 02/16/16
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
B4
EV
CHIEF ENG/ARCH
VIRGINIA BEACH, VIRGNIA
INT PARTITION DTL - HEAD
CHK
CRH
IPT TECH. BRANCH HEAD
NAS OCEANA-DAM NECK ANNEX
SCALE: 3" = 1'-0"
B2
PARALLEL WITH JOISTS
DRW
JMD
NAVAL STATION NORFOLK
INT PARTITION DTL - HEAD
DES
PROJECT MANAGER
NAVAL FACILITIES ENGINEERING COMMAND
PERPENDICULAR TO JOISTS
SATISFACTORY TO DATE
5/8" GYP BD OR CEMENTITIOUS BACKER UNITS ON MTL STUDS @ 16" O.C., NUMBER OF LAYERS AND ORIENTATION VARIES WITH PARTITION TYPE. SEE FLOOR PLANS FOR PARTITION TYPE.
7/8" METAL FURRING AND 5/8" GWB AS OCCURS, SEE PARTITION TYPE
B
B1
HIGHEST ADJACENT SCHEDULED CEILING
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
5/8" GYPSUM BOARD ON METAL STUD, ORIENTATION VARIES WITH PARTITION TYPE. SEE FLOOR PLANS FOR PARTITION TYPE.
IPT-HAMPTON ROADS
8" NOM CMU WALL RE: STRUCT FOR REINFORCEMENT AND GROUTING REQUIREMENTS
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119
9"
NAVFAC DRAWING NO.
3" =1'-0"
12712858 SHEET
92
OF
296
A-511
1
2
3
4
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DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNDERSIDE OF METAL DECK OR STRUCTURE ABOVE
DEPARTMENT OF THE NAVY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
2
4 3 5/8" METAL STUD WITH INSULATION
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
BASE AS SCHEDULED FINISH AS SCHEDULED
SCHEDULED BASE RE: ROOM FINISH SCHEDULE
GYP BD AND MTL RUNNER SET IN CONT BEAD OF SEALANT (TYP.)
D
FINISH FLOOR
FLR FINISH AS SCHEDULED
FLOOR SLAB RE: STRUCTURAL
DATE
FINISH AS SCHEDULED ACCESS PANEL SET IN METAL STRINGERS
BASE AS SCHEDULED
FINISH FLOOR RE: ROOM FINISH SCHEDULE
BASE AS SCHEDULED
DESCRIPTION
SCHEDULED BASE RE: ROOM FINISH SCHEDULE
1 LAYER 5/8" GYP BD
5/8" GYPSUM BOARD ON 7/8" METAL FURRING, SEE FLOOR PLANS FOR PARTITION TYPE
5/8" GYP BD ON MTL STUDS OR MTL FURRING, SEE FLR PLANS FOR PARTITION TYPE
3/4" #9 10 GAUGE EXPANDED METAL SPOT WELDED EVERY 6" TO VERTICAL, EVERY 6" TO 16 GAUGE STUDS AND TO DECK AND FLOOR TRACK
ACCESS PANEL SET IN METAL STRINGERS
PEDESTAL HEAD FLOOR SLAB
SYM
FINISH AS OCCURS, SEE PLANS AND ROOM FINISH SCHEDULE
METAL BOTTOM RUNNER SET IN SEALANT
5
2 LAYERS 5/8" GYP BD
5/8" MOISTURE RESISTANT GYP BD OR CEMENTITIOUS BACKER UNITS, SEE GENERAL NOTE 9 ON A-501
INSULATION AS SCHEDULED
D
3
APPR
1
SUPPORT BASE
SUPPORT BASE
SEAL BOTH SIDES 16 GAUGE CONT TRACK W/ ANCHORS AT 32" O.C. MAX. - BED IN 2 CONT BEADS OF ACOUSTIC SEALANT GYPSUM BOARD SET IN CONTINUOUS BEAD OF SEALANT (TYP.)
GYPSUM BOARD SET IN CONTINUOUS BEAD OF SEALANT (TYP.)
C3
C4
SCALE: 3" = 1'-0"
INT PARTITION DTL - BASE N
SCALE: 3" = 1'-0"
W
LTH O F EA
V
COM
M
JAMIE M. DUBBE
5/8" GYPSUM BOARD C-H STUDS SCHEDULED PARTITION
FIRE SEAL, AS REQUIRED, SEE PARTITION TYPE
BASE AS SCHEDULED FINISH AS SCHEDULED
FINISH AS SCHEDULED
1" GYPSUM LINER PANEL ON MTL STUDS METAL BOTTOM RUNNER SET IN SEALANT
ACCESS PANEL, SET IN METAL STRINGERS
BASE AS SCHEDULED
BASE AS SCHEDULED
FLR FINISH AS SCHEDULED
FINISH AS SCHEDULED
BASE AS SCHEDULED
AR CH
FINISH AS SCHEDULED
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
PEDESTAL HEAD PEDESTAL HEAD
ACCESS PANEL SET IN METAL STRINGERS
A/E INFO APPROVED
PEDESTAL BASE, MECH ANCHORED
PEDESTAL HEAD
PEDESTAL BASE, MECHANICALLY ANCHORED
FOR COMMANDER NAVFAC / B.L.T.L.
SUPPORT BASE
FLR SLAB RE: STRUCT
SUPPORT BASE
IT
C
EC T SEAL
ACCESS PANEL SET IN METAL STRINGERS
ACTIVITY
PEDESTAL BASE MECHANICALLY FASTENED
ALIGN
SATISFACTORY TO DATE DES
DRW
JMD
CRH
CHK
EV
PROJECT MANAGER IPT TECH. BRANCH HEAD
BASE AS SCHEDULED
BASE AS SCHEDULED
FINISH AS SCHEDULED ACCESS PANEL SET IN METAL STRINGERS
BASE AS SCHEDULED
FINISH AS SCHEDULED
FINISH AS SCHEDULED
ACCESS PANEL SET METAL STRINGERS
ACCESS PANEL SET IN METAL STRINGERS
FIRE SEAL AS REQUIRED, SEE PARTITION TYPE
SCHEDULED BASE RE: ROOM FINISH SCHEDULE
FINISH FLOOR RE: ROOM FINISH SCHEDULE
FINISH FLOOR RE: ROOM FINISH SCHEDULE
PEDESTAL HEAD SUPPORT BASE
CUT PANELS TO WITHIN 1/16" OF WALL
SUPPORT BASE
FLOOR SLAB RE: STRUCTURAL SUPPORT BASE
SEAL AT SLAB LINE BOTH SIDES
STEEL BASE PLATE, MECHANICALLY ANCHORED
SEAL AT SLAB LINE BOTH SIDES
STEEL BASE PLATE, MECHANICALLY ANCHORED
SCALE:
GRAPHIC SCALE:
EACH LAYER OF GYPSUM BOARD SET IN CONTINUOUS BEAD OF SEALANT (TYP.)
A1
INT PARTITION DTL - BASE SCALE: 3" = 1'-0"
1
0'
A2
INT PARTITION DTL - BASE SCALE: 3" = 1'-0"
2
A3
3
6"
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119
9"
NAVFAC DRAWING NO.
3" =1'-0"
INT PARTITION DTL - BASE
3"
EPROJECT NO.
P-603 - PARTITION TYPE DETAILS
SCHEDULED PARTITION
WALL EXTENDS TO CONCRETE SLAB
VIRGINIA BEACH, VIRGNIA
WALL EXTENDS TO CONCRETE SLAB
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
SCHEDULED BASE RE: ROOM FINISH SCHEDULE
SCALE: 3" = 1'-0"
B
NAS OCEANA-DAM NECK ANNEX
SCHEDULED PARTITION
B3
NAVAL STATION NORFOLK
5/8" GYPSUM BOARD OR CEMENTITIOUS BACKER UNITS ON METAL STUDS @ 16" O.C., SEE FLOOR PLANS AND PARTITION TYPES
5/8" GYPSUM BOARD OR CEMENTITIOUS BACKER UNITS ON METAL STUDS @ 16" O.C., SEE FLOOR PLANS AND PARTITION TYPES METAL BOTTOM RUNNER SET IN SEALANT
SCALE: 3" = 1'-0"
INT PARTITION DTL - BASE
IPT-HAMPTON ROADS
B2
NAVAL FACILITIES ENGINEERING COMMAND
SCALE: 3" = 1'-0"
INT PARTITION DTL - BASE
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
B1
INT PARTITION DTL - BASE
LAS 02/16/16
CHIEF ENG/ARCH
EACH LAYER OF GYPSUM BOARD SET IN CONTINUOUS BEAD OF SEALANT (TYP.)
B
A REVDATE: 2/14/2016 4:31:22 PM
SCHEDULED PARTITION
DEPARTMENT OF THE NAVY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
Lic. No.014772
BASE AS SCHEDULED
12712859 SHEET
SCALE: 3" = 1'-0"
93
OF
296
A-512
4
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
SCALE: 3" = 1'-0"
INT PARTITION DTL - BASE
O
C2
SCALE: 3" = 1'-0"
INT PARTITION DTL - BASE
NI A GI IR
C1
INT PARTITION DTL - BASE
PEDESTAL BASE MECHANICALLY FASTENED
D
8" NOM PTD WALL, RE: STRUCT FOR REINFORCEMENT AND GROUTING
SET IN GROUT
FINISH AS SCHEDULED ACCESS PANEL
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
8" NOM PTD CMU, RE: STRUCT FOR REINFORCEMENT AND GROUTING REQUIREMENTS
5/8" GYP BD ON 7/8" MTL FURRING 5/8" GYP BD ON 7/8" MTL FURRING
SET IN GROUT BASE AS SCHEDULED
BASE AS SCHEDULED
5/8" GYP BD ON 7/8" MTL FURRING
5
BASE AS SCHEDULED
BASE AS SCHEDULED
FINISH AS SCHEDULED
FINISH AS SCHEDULED
FINISH AS SCHEDULED
ACCESS PANEL
D
8" NOM PTD WALL, RE: STRUCT FOR REINFORCEMENT AND GROUTING REQUIREMENTS
SET IN GROUT BASE AS SCHEDULED
BASE AS SCHEDULED
SYM
9 1/8"
4
DATE
8" NOM PTD CMU, RE: STRUCT FOR REINFORCEMENT AND GROUTING REQUIREMENTS
3
APPR
2
DESCRIPTION
1
SET IN GROUT
FINISH FLR AS SCHEDULED FLR SLAB RE: STRUCT
PEDESTAL HEAD
PEDESTAL HEAD
SUPPORT BASE
SUPPORT BASE
PEDESTAL BASE, MECHANICALLY ANCHORED
PEDESTAL BASE, MECHANICALLY ANCHORED
FLR FINISH AS SCHEDULED FLR SLAB, RE: STRUCT
N
C3
SCALE: 3" = 1'-0"
C4
SCALE: 3" = 1'-0"
O
INT PARTITION DTL - BASE
V
M
INTERIOR PARTITION DETAILS
COM
C2
SCALE: 3" = 1'-0"
INTERIOR PARTITION DETAILS
LTH O F EA
SCALE: 3" = 1'-0"
JAMIE M. DUBBE
NI A GI IR
C1
INT PARTITION DTL - BASE
W
Lic. No.014772
8" NOM PTD CMU, RE: STRUCT FOR REINFORCEMENT AND GROUTING REQUIREMENTS
5/8" GYP BD ON 7/8" MTL FURRING
SET IN GROUT
BASE AS SCHEDULED
SET IN GROUT
BASE AS SCHEDULED
BASE AS SCHEDULED
FINISH AS SCHEDULED
FINISH AS SCHEDULED
FINISH AS SCHEDULED
ACCESS PANEL
8" NOM PTD WALL, RE: STRUCT FOR REINFORCEMENT AND GROUTING
8" NOM PTD CMU, RE: STRUCT FOR REINFORCEMENT AND GROUTING REQUIREMENTS BASE AS SCHEDULED FINISH AS SCHEDULED
SET IN GROUT
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
BASE AS SCHEDULED
BASE AS SCHEDULED
A/E INFO
FINISH AS SCHEDULED
FINISH AS SCHEDULED
APPROVED
ACCESS PANEL
FOR COMMANDER NAVFAC / B.L.T.L.
ACCESS PANEL
ACTIVITY
SATISFACTORY TO DATE DES
PEDESTAL HEAD
SCALE: 3" = 1'-0"
INT PARTITION DTL - BASE SCALE: 3" = 1'-0"
REVDATE: 2/14/2016 4:31:26 PM
A
SCALE:
GRAPHIC SCALE: 0'
3"
6"
B
EPROJECT NO.
P-603 - PARTITION TYPE DETAILS
B3
EV
LAS 02/16/16
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
INT PARTITION DTL - BASE
SUPPORT BASE
VIRGINIA BEACH, VIRGNIA
SCALE: 3" = 1'-0"
B2
PEDESTAL BASE, MECHANICALLY ANCHORED
NAS OCEANA-DAM NECK ANNEX
INTERIOR PARTITION DETAILS
PEDESTAL BASE, MECHANICALLY ANCHORED
CHK
CHIEF ENG/ARCH
NAVAL STATION NORFOLK
SUPPORT BASE
SUPPORT BASE
CRH
IPT TECH. BRANCH HEAD
IPT-HAMPTON ROADS
PEDESTAL BASE, MECHANICALLY ANCHORED
SUPPORT BASE
NAVAL FACILITIES ENGINEERING COMMAND
PERIMETER PEDESTAL HEAD
SUPPORT BASE
B1
PERIMETER PEDESTAL HEAD
PEDESTAL HEAD
PEDESTAL HEAD
DRW
JMD
PROJECT MANAGER
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119
9"
NAVFAC DRAWING NO.
3" =1'-0"
12712860 SHEET
94
OF
296
A-513
1
2
3
4
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DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
IT
C
EC T SEAL
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
B
AR CH
DEPARTMENT OF THE NAVY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
EQUAL TO UL SYSTEM NUMBER W-L-4005 TYPICAL CABLE TRAY PENETRATING GYP BOARD WALL DETAIL
METAL STUD WALL RE: FLOOR PLANS FOR TYPE
C2
STANDARD WEIGHT PIPE OR 1/4" THK FORMED PLATE SLEEVE
EQUAL TO UL SYSTEM NUMBER W-L-1001 TYP. PIPE OR CONDUIT PENETRATING GYP. BOARD WALL WITHOUT SLEEVE
METAL STUD WALL PENETRATION
C3
SCALE: 1" = 1'-0"
2" MIN
1/4" MIN
DESCRIPTION
FIRESTOP SEALANT ALL AROUND BOTH SIDES
1 1/2" MIN
MECHANICAL PIPE OR ELECTRICAL CONDUIT RE: MECH. AND ELEC. DWGS FOR LOCATIONS AND SIZES
1 1/2" MIN
EQUAL TO UL SYSTEM NUMBER W-L-1003 TYP. PIPE OR CONDUIT PENETRATING GYP. BOARD WALL WITH SLEEVE DETAIL
METAL STUD WALL PENETRATION SCALE: 1" = 1'-0"
C4
078400-PENETRATIONS-005
N
SCALE: 1 1/2" = 1'-0"
COM
SCALE: 1 1/2" = 1'-0"
METAL STUD WALL RE: FLOOR PLANS FOR TYPE
D
3/4" MIN.
FIRESTOP SEALANT ALL AROUND BOTH SIDES
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
CMU WALL RE: FLOOR PLANS FOR TYPE
SATISFACTORY TO DATE DES
GYPSUM BOARD METAL TRIM
CMU WALL
1"
STRUCT. MEMBER
GRAPHIC SCALE:
GYPSUM BOARD WALL
0'
1"
WIDTH
STRUCTURAL MEMBER THROUGH INTERIOR GYPSUM BOARD WALL
STRUCTURAL MEMBER THROUGH INTERIOR MASONRY WALL
SCALE: 1 1/2" = 1'-0"
1
6"
9"
SCALE:
0'
DETAIL
3"
3" =1'-0"
A2
8"
1'-4"
1 1/2" =1'-0"
EPROJECT NO.
A
AS NOTED 1344924
CONSTR. CONTR. NO.
0'
6"
1'
N40085-16-R-6119
2'
NAVFAC DRAWING NO.
1" =1'-0"
DETAIL
12712861 SHEET
SCALE: 3" = 1'-0"
2
4"
P-603 - PENETRATION DETAILS
SCALE: 1 1/2" = 1'-0"
VIRGINIA BEACH, VIRGNIA
B4
SCALE: 1 1/2" = 1'-0"
CMU WALL PENETRATION
FILL SPACE ALL AROUND STRUCTURAL MEMBER WITH FIRESTOP SYSTEM
STRUCTURAL STEEL MEMBER
LAS 02/16/16
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
FILL SPACE ALL AROUND STRUCTURAL MEMBER WITH FIRESTOP SYSTEM (UL SYSTEM NO. EQUAL TO C-AJ-8210 OR C-AJ-1022)
EV
B
NAS OCEANA-DAM NECK ANNEX
CMU WALL PENETRATION
NAVAL STATION NORFOLK
B3 METAL ROOF DECK
EQUAL TO UL SYSTEM NUMBER W-J-5093 PIPE OR CONDUIT THROUGH CMU WALL w/ STEEL SLEEVE
IPT-HAMPTON ROADS
EQUAL TO UL SYSTEM NUMBER W-J-2071 PIPE OR CONDUIT PENETRATING CMU WALL w/o STEEL SLEEVE DETAIL
NAVAL FACILITIES ENGINEERING COMMAND
STRUCTURAL MEMBER DEPTH
STRUCTURAL STEEL MEMBER
CHK
CRH
CHIEF ENG/ARCH
METAL ROOF DECK
SHEET METAL FLASHING
DRW
JMD
PROJECT MANAGER IPT TECH. BRANCH HEAD
CMU WALL PENETRATION SCALE: 1 1/2" = 1'-0"
STANDARD WEIGHT PIPE OR 6 (1/4") THK FORMED PLATE SLEEVE MECHANICAL PIPE
A REVDATE: 2/14/2016 4:31:29 PM
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
1"
MIN. NO. 18 MSG GALV STEEL ANGLES
MECHANICAL PIPE OR ELECTRICAL CONDUIT RE: MECH. AND ELEC. DWGS FOR LOCATIONS AND SIZES
CMU WALL RE: FLOOR PLANS FOR TYPE
CMU WALL RE: FLOOR PLANS FOR TYPE
B2
SEAL
A/E INFO
EQUAL TO UL SYSTEM NUMBER W-J-7021 TYP. METAL DUCT PENETRATING CMU WALL DETAIL (w/o DAMPER)
SCALE: 1 1/2" = 1'-0"
PIPE INSULATION, RE: MECHANICAL
FIRESTOP SEALANT ALL AROUND BOTH SIDES
IT
APPROVED
L3 x 3 x 1/4 ANGLE FRAME EACH SIDE
CMU WALL PENETRATION
PACK VOID W/ FIRE SAFING INSULATION
C
EC T
MECH DUCT
2"
EQUAL TO UL SYSTEM NUMBER W-J-4008 TYPICAL CABLE TRAY PENETRATING CMU WALL DETAIL
A1
JAMIE M. DUBBE
AR CH
DEPARTMENT OF THE NAVY
METAL CHANNEL FRAME EACH SIDE
SEALANT BOTH SIDES
DEPTH OF DUCT AS REQUIRED
AS REQUIRED
4" MIN 4" MIN
DEPTH OF CABLE TRAYS CABLE TRAY RE: ELECTRICAL
PACK VOID WITH INSULATION
3/4" MIN.
1/2" THK MIN GYPSUM BOARD AT EACH SIDE OF WALL
FIRESTOP SEALANT ALL AROUND BOTH SIDES
B1
V
95
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296
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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
PACK VOID W/ FIRE SAFING INSULATION
3/8" THK LINTEL PLATE BEARING EACH END 6" MIN
B
LTH O F EA
Lic. No.014772
2" MIN
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
CMU WALL RE: FLOOR PLANS FOR TYPE
W
NI A GI IR
C1
MECHANICAL PIPE OR ELECTRICAL CONDUIT RE: MECH. AND ELEC. DWGS FOR LOCATIONS AND SIZES
EQUAL TO UL SYSTEM NUMBER W-L-7040 OR W-L-7042 TYP. MECHANICAL DUCT PENETRATING GYP. BOARD WALL
METAL STUD WALL PENETRATION
PACK VOID W/ FIRE SAFING INSULATION
SYM
L 1 1/2 x 1 1/2 x 16GA MIN STEEL ANGLE ON BOTH SIDES OF GYPSUM BOARD WALL
METAL STUD WALL RE: FLOOR PLANS FOR TYPE
FIRE SEALANT W/ BACKER ROD ALL AROUND BOTH SIDES
O
5/8" THK GYPSUM BOARD ON BOTH SIDES OF METAL STUD FRAME
PACK VOID W/ FIRE SAFING INSULATION
M
CABLE TRAY RE: ELECTRICAL
FIRESTOP SEALANT W/ BACKER ROD ALL AROUND BOTH SIDES
MECHANICAL DUCT
D
AS REQUIRED
DEPTH OF CABLE TRAYS
PACK VOID W/ FIRE SAFING INSULATION
METAL STUD WALL RE: FLOOR PLANS FOR TYPE
FIRESTOP SEALANT W/ BACKER ROD ALL AROUND BOTH SIDES
SEE MECH DWG FOR SIZE
FIRESTOP SEALANT ALL AROUND BOTH SIDES
PACK VOID W/ FIRE SAFING INSULATION
DATE
APPR
1
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
CAST IN PLACE SLEEVE 1" MIN. DEPTH FIRESTOP SEALANT
FIRESTOP SEALANT
L 2 x 2 x 16 GA. MIN STEEL ANGLE (PROVIDE PERIMETER ANGLE ON BOTH SIDES OF CONC WALL)
1"
PLAN FILL W/ FIRE SAFING INSULATION
CONCRETE FLOOR SLAB OR CMU WALL
MECHANICAL PIPE OR ELEC. CONDUIT RE: MECH. AND ELEC. DWGS FOR LOCATIONS AND SIZES
1" 1" MIN. DEPTH FIRESTOP SEALANT
PIPE INSULATION RE: MECH. DWGS FOR DETAILS
MECHANICAL PIPE OR ELEC. CONDUIT RE:MECH. AND ELEC. DWGS MECH. AND ELEC. DWGS FOR LOCATIONS AND SIZES
PLAN
1" MIN. DEPTH FIRESTOP SEALANT
FILL W/ FIRE SAFING INSULATION
D
CONCRETE FLOOR SLAB OR WALL
CONCRETE FLOOR SLAB
EQUAL TO UL SYSTEM NUMBER C-AJ-1022 TYPICAL MECH PIPE OR CONDUIT PIPE PENETRATING CONCRETE FLOOR
1" MIN. DEPTH FIRESTOP SEALANT
EQUAL TO UL SYSTEM NUMBER C-AJ-7012 OR C-AJ-7013 TYPICAL MECH PIPE OR CONDUIT PIPE PENETRATING CONCRETE FLOOR OR CONCRETE WALL DETAIL
C1
FLOOR/WALL PENETRATION
C2
SCALE: 1/2" = 1'-0"
FLOOR PENETRATION
CAST IN PLACE STEEL SLEEVE AND PLATE FIRESTOP SEALANT
C3
SCALE: 1/2" = 1'-0"
EQUAL TO UL SYSTEM NUMBER F-B-1010 TYPICAL INSULATED MECH. PIPE PENETRATING CONCRETE FLOOR.
FLOOR PENETRATION SCALE: 1/2" = 1'-0" LTH O F EA
V
M COM
EQUAL TO UL SYSTEM NUMBER W-J0006 TYPICAL INFILL IN EXISTING WALL
5/8" GYP BOARD ON METAL STUDS @ 16" O.C. RE: FLOOR PLANS FOR WALL TYPE 4 3/4"
1/8" THICK MOLDABLE FIRESTOPPING PUTTY COVERING ALL EXPOSED SURFACES OF OUTLET BOX
METALLIC OUTLET BOX SIZE UP TO "4S"
JAMIE M. DUBBE
CMU, RE: STRUCTURAL
Lic. No.014772 AR CH
RIGID INSULATION, R12
IT
C
EC T SEAL
SPLIT FACE VENEER, CUT TO FIT PIPE
FIRE RATED FOAM FILL
BACKER ROD AND SEALANT 1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
COMPRESSIBLE FILLER
BREAK METAL FACE ATTACHED TO EXISTING CMU WALL TO ACT AS BACKER TO FOAM FILL
A/E INFO APPROVED
PIPE, RE:MECHANICAL FOR COMMANDER NAVFAC / B.L.T.L.
BACKER ROD AND SEALANT
EXISTING 8" 1 HR RATED CMU WALL
ACTIVITY
THRU WALL FLASHING
SATISFACTORY TO DATE
PRECAST SHAPE
PROJECT MANAGER
DES
DRW
JMD
CHK
CRH
IPT TECH. BRANCH HEAD
EV
LAS 02/16/16
A
0'
3"
6"
9"
REVDATE: 2/14/2016 4:31:33 PM
3" =1'-0" 0'
4"
8"
1'-4"
0'
6"
1'
2'
1 1/2" =1'-0" 1" =1'-0"
SCALE: EPROJECT NO.
P-603 - PENETRATION DETAILS
GRAPHIC SCALE:
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
SCALE: 1" = 1'-0"
VIRGINIA BEACH, VIRGNIA
B4
B
NAS OCEANA-DAM NECK ANNEX
SCALE: 1 1/2" = 1'-0"
NAVAL STATION NORFOLK
B2
SCALE: 3" = 1'-0"
PIPE THROUGH EXTERIOR WALL
IPT-HAMPTON ROADS
B1
TYPICAL OUTLET FIRE STOPPING
NAVAL FACILITIES ENGINEERING COMMAND
B
B469 EXISTING FIRE RATED CMU PENETRATION INFILL
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
CHIEF ENG/ARCH
DEPARTMENT OF THE NAVY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
PRESS PUTTY INTO THE PERIMETER BETWEEN OUTLET BOX AND THE STUD OR GYP BOARD ALL AROUND SEAL ALL "KNOCK-OUT" HOLES CONTAINING WIRE OR CONDUIT WITH PUTTY
NI A GI IR
O
N
W
A
AS NOTED 1344924
CONSTR. CONTR. NO.
0'
1'
2'
N40085-16-R-6119
4'
NAVFAC DRAWING NO.
1/2" =1'-0"
12712862 SHEET
96
OF
296
A-522
1
2
3
4
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DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
1" MIN. DEPTH FIRESTOP SEALANT
SYM
DESCRIPTION
3"
D
FILL WITH FIRE SAFING INSULATION
DATE
MECHANICAL DUCT SEE MECH DRAWING FOR SIZE
1" MIN. DEPTH FIRESTOP SEALANT
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
1.
CARPETING
RESINOUS FLOORING
RESILIENT FLOORING
RESINOUS FLOORING
CARPETING
DATE
GENERAL NOTES REFER TO ROOM FINISH SCHEDULE FOR ADDITIONAL INTERIOR FINISH INFORMATION.
CONCRETE
RESINOUS FLOORING
REFER TO FLOOR PLANS FOR FLOOR SURFACE TYPE
D1
SAW-CUT KERF (DEPTH AND WIDTH SUFFICIENT TO ALLOW RESINOUS FLOORING TO TAPER AT FULL SPECIFIED THICKNESS OR GREATER)
CARPETING
RESILIENT FLOORING
CONCRETE FLOOR SLAB
REFER TO FLOOR PLANS FOR FLOOR SURFACE TYPE
FLOOR TRANSITION
D2
SCALE: NOT TO SCALE
FLOOR TRANSITION
D4
SCALE: NOT TO SCALE
D DESCRIPTION
ADA COMPLIANT SLOPING METAL EDGE TRIM
SYM
CARPETING
D
RESINOUS FLOORING (NOT TO EXCEED 1:12 SLOPE)
RESINOUS FLOORING PERIMETER TRIM PER SPECIFICATIONS
FLOOR TRANSITION SCALE: NOT TO SCALE
LTH O F EA
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JAMIE M. DUBBE
NI A GI IR
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Lic. No.014772
SEAL
RESINOUS FLOORING
PORCELAIN TILE
RESILIENT FLOORING
CONCRETE
RESILIENT FLOORING
CARPETING
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
RESINOUS FLOORING RESINOUS PERIMETER TRIM PER SPECIFICATIONS
RESILIENT TRANSITION EDGE GUARD
RESILIENT ADA COMPLIANT TRANSITION
PORCELAIN TILE
RESILIENT FLOORING
CARPETING
CONCRETE FLOOR SLAB
CONCRETE FLOOR SLAB
A/E INFO APPROVED
FOR COMMANDER NAVFAC / B.L.T.L.
CONCRETE FLOOR SLAB
ACTIVITY
SATISFACTORY TO DATE DES
DRW
MCO
CHK
MCO
EV
PROJECT MANAGER IPT TECH. BRANCH HEAD
RESINOUS FLOORING RESINOUS FLOORING PERIMETER TRIM PER SPECIFICATIONS RESILIENT FLOORING OVER SLOPED FLOOR PREP (36" FOR 3/8" RISE) AS REQUIRED FOR FLUSH TRANSITION
RESILIENT TRANSITION EDGE GUARD RESILIENT FLOORING
CONCRETE FLOOR SLAB CONCRETE FLOOR SLAB
A2
SCALE: 12" = 1'-0"
FLOOR TRANSITION SCALE: 12" = 1'-0"
REVDATE: 2/14/2016 4:31:36 PM
A1
FLOOR TRANSITION
SCALE: EPROJECT NO.
GRAPHIC SCALE: 0"
1/2"
12" = 1'-0"
1"
P-603 AND B469 - FLOOR TRANSITION DETAILS
RESILIENT FLOORING
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
FINISHED CONCRETE
NAS OCEANA-DAM NECK ANNEX
RESILIENT FLOORING
VIRGINIA BEACH, VIRGNIA
SCALE: NOT TO SCALE NAVAL FACILITIES ENGINEERING COMMAND
RESINOUS FLOORING
LAS 02/16/16
CHIEF ENG/ARCH
NAVAL STATION NORFOLK
C4
SCALE: NOT TO SCALE
FLOOR TRANSITION
IPT-HAMPTON ROADS
C2
SCALE: NOT TO SCALE
FLOOR TRANSITION
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
C1
FLOOR TRANSITION
B
A
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CONSTR. CONTR. NO.
N40085-16-R-6119
3"
NAVFAC DRAWING NO.
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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
AR CH
DEPARTMENT OF THE NAVY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
STEEL PEDESTAL CAP
STEEL BASE PLATE, MECHANICALLY ANCHORED TO SLAB
ACCESS FLOOR PANEL
ACCESS PANEL
LEVELING NUT
THREADED STUD
METAL STRINGER
METAL STRINGER
STEEL PEDESTAL TUBE
LEVELING NUT
PEDESTAL HEAD
STEEL PEDESTAL TUBE
STEEL BASE PLATE, MECHANICALLY ANCHORED
FLOOR FINISH AS SCHEDULED
THREADED STUD
CONCRETE FLOOR SLAB D2
SCALE: 3" = 1'-0"
ACCESS FLOOR @ SURFACE PARTITION SCALE: 3" = 1'-0"
APPR
STEEL PEDESTAL TUBE
D
SEAL AT SLAB LINE
THREADED STUD
STEEL BASE PLATE, MECHANICALLY ANCHORED D4
DATE
LEVELING NUT
PERIMETER HEAD
CONCRETE FLOOR SLAB
ACCESS FLOOR @ FIELD
ACCESS FLOOR PANEL FULL SIZE OR CUT TO FIT AGAINST WALL. USE WOOD SHIM IF NECESSARY TO ARREST SHIFTING
SCHEDULED BASE FLOOR FINISH AS SCHEDULED
BASE AS SCHEDULED
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
CONCRETE FLOOR SLAB
ACCESS FLOOR @ THRU WALL
A-401 SCALE: 3" = 1'-0"
FACE OF PARTITION AS. SCHEDULED
RAMP THRESHOLD SWIVEL PEDESTAL HEAD w/ PERIMETER ADAPTOR & STANDARD BASE ASSEMBLY
BASE AS SCHED. FLOOR FINISH AS SCHED.
ACCESS FLOOR PANEL
ACCESS PANEL
ATTACHMENT AS REQUIRED
DIRECTIONAL PERFORATED AIR FLOW PANEL
ACCESS FLOOR PANEL
PLENUM DIVIDER WITH CONNECTION FOR DUCT SEE MECHANICAL FOR LOCATIONS
PEDESTAL HEAD STEEL BASE PLATE, MECHANICALLY ANCHORED, BUTT AGAINST WALL OR CUT AS REQUIRED
M
Lic. No.014772 AR CH
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
CONCRETE ANCHOR @ 24" O.C.
ACCESS FLOOR @ WALL
C2
A-401 SCALE: 3" = 1'-0"
IT
C
EC T SEAL
2"
ACCESS FLOOR PERFORATED PANEL SCALE: 3/4" = 1'-0"
C4
ACCESS FLOOR RAMP
A-401 SCALE: 1 1/2" = 1'-0"
A/E INFO APPROVED
FOR COMMANDER NAVFAC / B.L.T.L.
ALUM. THRESHOLD
ACTIVITY
FINISH FLOOR AS SCHEDULED SATISFACTORY TO DATE
ACCESS PANEL
DES
DRW
MCO
CHK
MCO
EV
PROJECT MANAGER IPT TECH. BRANCH HEAD
METAL STRINGER
STEEL BASE PLATE MECHANICALLY ANCHORED BUT BASE PLATE AGAINST WALL OR CUT AS REQUIRED
A4
ACCESS FLOOR @ CURB SCALE: 3" = 1'-0"
GRAPHIC SCALE:
A
0'
4"
8"
1'-4"
REVDATE: 2/14/2016 4:31:39 PM
1 1/2" =1'-0" 0'
1'
2'
3'
3/4" =1'-0"
SCALE: EPROJECT NO.
P-603 - ACCESS FLOOR DETAILS
STEEL PEDESTAL TUBE
B P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
LEVELING NUT
VIRGINIA BEACH, VIRGNIA
THREADED STUD
NAS OCEANA-DAM NECK ANNEX
PEDESTAL HEAD
NAVAL STATION NORFOLK
B
LAS 02/16/16
CHIEF ENG/ARCH
NAVAL FACILITIES ENGINEERING COMMAND
C1
COM
1' - 6"
RAMP SHOE BY MFG.
JAMIE M. DUBBE
LOW PROFILE PEDESTAL w/ PERIMETER ADAPTOR
DEPARTMENT OF THE NAVY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
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END OF FLOOR PANEL RESTS ON SUBFLOOR METAL STRINGER
LTH O F EA
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W
IPT-HAMPTON ROADS
D1
WALL EXTENDS TO SUBFLOOR
PARTITION - SEE FLOOR PLAN FOR TYPE
FINISH AS SCHEDULED EACH SIDE
5
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
D
4
A
AS NOTED 1344924
CONSTR. CONTR. NO.
0'
3"
6"
N40085-16-R-6119
9"
NAVFAC DRAWING NO.
3" =1'-0"
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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
METAL STRINGER
3
DESCRIPTION
2'-0"x2'-0" ACCESS FLOOR PANEL
2
SYM
1
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
2 C3 A-535
5' - 0" DATE
1
1/2":1' SLOPE SLOPED CORRUGATED METAL ROOF
1/2":1' SLOPE SLOPED CORRUGATED METAL ROOF
D 5 1/2" 5 1/2"
4' - 1"
5 1/2" GALV STEEL CHANNEL
4' - 10"
SYM
GALV STEEL CHANNEL
4' - 1"
DESCRIPTION
D
2 1/2" x 2 1/2" GALV. STEEL TUBE POST
2 1/2" x 2 1/2" GALV. STEEL TUBE POST
O AR CH
SEAL
8 GA GALV. WELDED WIRE MESH 2" x 1" RECTANGULAR PATTERN 1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
1 1/2" x 1/2" GALV. STEEL POST - WELD TO TUBE STRINGER
2"
FORMED LANDING PLATE OF GALV STEEL CHECKERED WITH RAISED DIAMOND PATTERN
A/E INFO APPROVED
GALV. STEEL CHANNEL STRINGER
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
FORMED LANDING PLATE OF GALV STEEL CHECKERED WITH RAISED DIAMOND PATTERN
SATISFACTORY TO DATE DES
GALV. STEEL CHANNEL STRINGER
1 1/2" x 1/2" GALV. STEEL POST - WELD TO TUBE STRINGER
A-533
A3 A-535
44" CLEAR
1' - 0"
44" CLEAR CONCRETE RAMP
RETURN HANDRAIL TO POST 8 GA GALV. WELDED WIRE MESH 2" x 1" RECTANGULAR PATTERN
1" / 12"
DEPARTMENT OF THE NAVY
CONCRETE LOADING DOCK, SEE STRUCTURAL
GRAPHIC SCALE: 0'
1'
2'
EPROJECT NO.
4'
1/2" =1'-0"
RAMP SECTION
A3
A-411 SCALE: 1/2" = 1'-0"
RAMP SECTION TRANSVERSE
A-411 SCALE: 1/2" = 1'-0"
2
3
4
5
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
0' 1" =1'-0"
VIRGINIA BEACH, VIRGNIA
SCALE:
STAIR & RAMP SECTIONS AND DETAILS
A-535
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
A-535
B3 A1
LAS 02/16/16
B
NAS OCEANA-DAM NECK ANNEX
A3 A-533
1 3/4" x 1/2" GALV. STEEL GUARDRAIL
NAVAL STATION NORFOLK
P-603 EXT EGRESS STAIR LANDING SECTION
IPT-HAMPTON ROADS
NAVAL FACILITIES ENGINEERING COMMAND
B4
A-411 SCALE: 1" = 1'-0"
B3
1
EV
CHIEF ENG/ARCH
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
P-603 EXT EGRESS STAIR LANDING SECTION
A-411 SCALE: 1" = 1'-0"
A1
CHK
ABC
IPT TECH. BRANCH HEAD
2 1/2" x 2 1/2" GALV. STEEL TUBE POST
B1 A-583
2 1/2" x 2 1/2" GALV. STEEL TUBE POST
B1
DRW
JMD
PROJECT MANAGER
A REVDATE: 2/14/2016 4:31:43 PM
IT
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6"
1'
2'
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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
1 1/2"
Lic. No.014772
1/2" GALV. STEEL HANDRAIL BRACKET WELDED TO STEEL POST
1/2" 2"
1 1/2" x 1/2" GALV. STEEL POST - WELD TO TUBE STRINGER
V
JAMIE M. DUBBE
1 1/2" DIA. GALV. STEEL HANDRAIL
2' - 6"
8 GA GALV. WELDED WIRE MESH 2" x 1" RECTANGULAR PATTERN
LTH O F EA
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3"
44"
COM
8' - 7 3/4"
3"
3' - 2"
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
B
TYP. SEE GUARDRAIL / HANDRAIL NOTES AND DIMS AT STAIR ON SECTION B4/A-553
N
1 3/4" x 1/2" GALV. STEEL GUARDRAIL
W
NI A GI IR
C
8' - 8"
1 1/2" DIAM GALV STL HANDRAIL
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
DATE
APPR
1
D CROSSOVER PLATFORM
3' - 1"
2' - 0"
SYM
3' - 8"
DESCRIPTION
D
CAST FITTINGS
UTILIZE SLOTTED ANCHORS TO ALLOW BUILDING MOVEMENT
1' - 0 "
1' - 0"
6" WIDE STEP WITH NON SLIP RIDGES
T.O. PARAPET
1' - 0"
1' - 0 "
PROVIDE WALKWAY PADS AS SHOWN ON ROOF PLANS
1 1/4" PIPE RAILING
138' - 8" AFF
T.O. PARAPET
O M COM
1' - 4"
Lic. No.014772 AR CH
IT
C
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PRECAST SUPPLIER TO COORDINATE LADDER SUPPORT OPENING THROUGH PRECAST PANEL - OPENINGS TO BE SEALED AROUND SUPPORT
1' - 8"
5/8" 1' - 0
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
EXIST PARAPET A/E INFO
75 .0 0°
APPROVED
11" MAX.
75 .0 0°
117' -4" AFF
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
T.O. PARAPET 133' - 1 1/2" AFF
SATISFACTORY TO DATE DES
DRW
JMD
CHK
ABC
EV
PROJECT MANAGER
LADDER ELEVATION
IPT TECH. BRANCH HEAD
STRUCTURAL STEEL, RE: STRUCTURAL
3"
ANCHOR BOLT AS REQUIRED
3"
9"
3" X 3" STL PIPE WELDED TO BASE PLATE
1 1/2"
A
A1
4 1/2"
CANT
SEALANT AT FULL PERIMETER
STEEL PLATE, RE: STRUCTURAL SBS MODIFIED BITUMINOUS ROOFING
CLAMP
DEPARTMENT OF THE NAVY
CL
CLAMP
8" MIN.
1 1/2"
COORDINATE TOP PLATE SIZE WITH LADDER MFR, WELD TO STL PIPE
CANT
4 1/2" 9"
1/2" THICK STL BASE PLATE SET ON 1/2" NONSHRINK GROUT
GRAPHIC SCALE:
LADDER ROOF CONNECTION
A3
A-534 SCALE: 1 1/2" = 1'-0"
ROOF CONNECTION - SCREEN WALL
SCALE: EPROJECT NO.
0'
4"
8"
1'-4"
0'
6"
1'
2'
LADDER DETAILS
STEEL PLATE, RE: STRUCTURAL
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
SCALE: 1" = 1'-0"
VIRGINIA BEACH, VIRGNIA
A-110 SCALE: 1" = 1'-0"
B469 LADDER DETAIL
B
NAS OCEANA-DAM NECK ANNEX
B3
NAVAL STATION NORFOLK
LADDER NOTES AND DIMS SIMILAR TO B3/A-534
PROVIDE WALKWAY PADS AS SHOWN ON ROOF PLANS
IPT-HAMPTON ROADS
P-603 LADDER DETAIL
NAVAL FACILITIES ENGINEERING COMMAND
B
B1
LAS 02/16/16
CHIEF ENG/ARCH
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
4" MIN.
9"
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119
1 1/2" =1'-0"
NAVFAC DRAWING NO.
SCALE: 1 1/2" = 1'-0" 1" =1'-0"
12712866 SHEET
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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
6' - 10"
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
V
1' - 0"
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
LTH O F EA
JAMIE M. DUBBE
1' - 0"
C
REVDATE: 2/14/2016 4:31:46 PM
N
W
NI A GI IR
A1 A-534
1' - 0"
1' - 2 " MAX
121' -4" AFF
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1' - 7"
FORMED TREAD OF GALV STEEL CHECKERED FLOOR PLATE WITH RAISED DIAMOND PATTERN
CONTINUOUS VAPOR BARRIER AND RIGID INSULATION, R-12
SLOPE
D
1 1/2" MIN ø 0' - 1 1/2"
5/8" GYP BD
36" AFF
3 5/8" MTL STUDS @ 16" OC
PARTITION AS SCHEDULED
GALVANIZED STEEL CHANNEL 8" CMU BOND BEAMS CAVITY DRAINAGE MATERIAL
CORNER BEAD
FLASHING WITH WEEPS @ 32" O.C.
1"
SUPPORT BLOCKING
CONTINUOUS SEALANT FULL PERIMETER
CONT. SEALANT
GALV STEEL CHANNEL STRINGER (BEYOND)
WD HANDRAIL
1 1/2" MIN.
11"
STEEL ANGLE RE: STRUCT DWGS
DESCRIPTION
EGRESS STAIR CANOPY
SYM
7"
MAX
21 /2"
D
FLASHING
FORMED GALV STEEL PLATE RISER
1"
DATE
4" SPLIT FACE CMU WITH AIR SPACE
HM FRAME, GROUT SOLID
2.5" X 2.5" GALV STL TUBE POST BEYOND
3"
5"
8 3/4" LTH O F EA
V
M
C3
SCALE: 1 1/2" = 1'-0"
CANOPY DETAIL
Lic. No.014772
1 3/4" x 1/2" GALV. STEEL BAR
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
AR CH
IT
C
EC T SEAL
RETURN END TO WALL/ CLOSE END
8 GA GALV. WELDED WIRE MESH 2" x 1" RECTANGULAR PATTERN
1 1/2" 2 1/4"
1-1/2" DIA. GALVANIZED STEEL PIPE HANDRAIL
A3 A-535
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
1/2" 1' - 0"
RETURN HANDRAIL TO GUARDRAIL
3' - 6"
GALVANIZED STEEL BRACKET 5'-0" O.C. MAX.
A/E INFO APPROVED
FOR COMMANDER NAVFAC / B.L.T.L.
ANCHOR TO WALL
SATISFACTORY TO DATE
PROJECT MANAGER
DES
REMOVE SPLIT RIBS AS NECESSARY TO INSTALL
1/2"
A
CONCRETE CHAMFER, SEE STRUCTURAL
4" 1 1/2" x 1/2" GALV. STEEL BAR
3' - 6"
2' - 10"
1 1/2"
8 GA GALV. WELDED WIRE MESH 2" x 1" RECTANGULAR PATTERN
3" DIA SLEEVE WITH EPOXY GROUT. TYP.
A4
3"
CONCRETE STAIR SECTION SCALE: 1" = 1'-0"
4"
R
2"
1 1/2" DIA. GALV. STEEL HANDRAIL
4"
REMOVE EXISTING RIBS AS NECESSARY TO INSTALL
1/2" GALV. STEEL HANDRAIL BRACKET WELDED TO STEEL POSTS
GRAPHIC SCALE:
MOUNTING BOX HANDRAIL BRACKET
3" DIA SLEEVE WITH EPOXY GROUT. TYP.
0'
1 1/2" DIA. GALV. STEEL HANDRAIL
A1
HANDRAIL RETURN DETAIL
2
1'-4"
SCALE: EPROJECT NO.
0'
6"
1'
2'
TYP. RAIL SECTION AT CONC STAIRS
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119
0' 3" =1'-0"
3"
6"
9"
NAVFAC DRAWING NO.
12712867 SHEET
A-533 SCALE: 1" = 1'-0"
1
8"
1" =1'-0" A3
SCALE: 3" = 1'-0"
4"
1 1/2" =1'-0"
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
2"
CAST TREAD & NOSING, TYP.
1 1/2" X 1/2" GALV. STEEL POST
1"
VIRGINIA BEACH, VIRGNIA
1 1/2"
LAS 02/16/16
B
NAS OCEANA-DAM NECK ANNEX
1' - 0"
NAVAL STATION NORFOLK
4"
7"
1 3/4" x 1/2" GALV. STEEL BAR
IPT-HAMPTON ROADS
11"
A-411 SCALE: 1" = 1'-0"
ANCHOR TO WALL
NAVAL FACILITIES ENGINEERING COMMAND
SCALE: 3" = 1'-0"
TYP. RAIL SECTION AT EDGE OF PLATFORM
DEPARTMENT OF THE NAVY
B3
MAX
SECTION AT HANDRAIL
EV
CHIEF ENG/ARCH
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
B
CHK
ABC
IPT TECH. BRANCH HEAD
RETURN HANDRAIL TO GUARDRAIL
B1
DRW
JMD
STAIR & RAMP SECTION AND DETAILS
3"
4"
3" DIA SLEEVE WITH EPOXY GROUT. TYP.
GALVANIZED STEEL MOUNTING BOX
4"
ACTIVITY
2 1/4"
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
JAMIE M. DUBBE
A-401 SCALE: 3" = 1'-0"
C
REVDATE: 2/14/2016 4:31:50 PM
TYP INTERIOR HANDRAIL
B5
A-533 SCALE: 1 1/2" = 1'-0"
COM
C1
TYP. STAIR SECTION
NI A GI IR
O
N
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OF
296
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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
A
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
1
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
COUNTER FLASHING THRU WALL METAL FLASHING
EXPANSION JOINT COVER SYSTEM
FLUID APPLIED VAPOR BARRIER
COMPRESSIBLE FILLER
THRU FLASHING
2X PT WD BLOCKING, CUT TO ACCMODATE SLOPE
PRECAST MANUF CONNECTION
THROUGH-WALL FLASHING
2X PT WD BLOCKING, TOP CUT TO ACHIEVE SLOPE
TERMINATION BAR EXPANSION JT COVER SYSTEM
PROVIDE ANCHOR, GROUTED ON EXISTING WALL @ 24" OC EXISTING CONCRETE PARAPET WALL TO REMAIN
6" 6" MIN
P.T. 2X BLOCKING
FLASHING
CONTINUOUS CANT COATED SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
COMPRESSIBLE FILLER FINISH FIRST FLOOR 100' - 0" AFF PROVIDE ANCHOR, GROUTED IN EXISTING CONC WALL @ 24" OC
1/2" COVER BOARD
PROVIDE ANCHOR, GROUTED IN EXISTING CONC WALL @ 24" OC
EXISTING ROOF INSULATION/MEMBRANE TO REMAIN
STL ANGLE, RE: STRUCT
WEEPS AT 32" COATED SBS MODIFIED BITUMINOUS MEMBRANE
COMPRESSIBLE FILLER
TERMINATION BAR
THRU WALL FLASHING
4" SPLIT FACED MASONRY VENEER
R-12 RIGID INSULATION
CMU, RE: STRUCT
6"
133'-0" +/-
3"
EXISTING CONCRETE PARAPET TO REMAIN
D
RIGID INSULATION (R-12)
TERMINATION BAR
COMPRESSIBLE INSULATED FILLER, CUT AS REQUIRED METAL COUNTER TO FILL VOIDS FLASHING, TURN UP BETWEEN CMU RIBS TO CMU COURSING ABOVE
COUNTER FLASHING
FLUID APPLIED WATER BARRIER
T.O. PARAPET 138' - 8" AFF
STL ANGLE, RE: STRUCT
8" MIN
6"
T.O. EXISTING CONCRETE PARAPET
PROVIDE ANCHORS GROUTED IN MASONRY @ 24" OC
1"
R-25 RIGID POLYISO INSULATION (2 LAYERS, STAGGERED JOINTS)
LTH O F EA
V
B469 - ROOF CONNECTION
C1
A-311 SCALE: 1" = 1'-0"
M
DETAIL AT EXISTING STAIR WALL
C4
A-312 SCALE: 1" = 1'-0"
DETAIL AT B470 LOADING DOCK
Lic. No.014772
A-311 SCALE: 1" = 1'-0"
1' - 5 1/8"
VAPOR BARRIERS, REFER TO DTL C3/A-553
PRECAST
A-311 SCALE: 1 1/2" = 1'-0"
1/2" TYP CONTROL JT, RE: DTL A5/A-551
SPLITFACE CMU
ALIGN
PRECAST DETAIL
16" X 8" SOLID CORNER BLOCK ALTERNATING ROWS
SCALE: 1 1/2" = 1'-0"
1' - 5 1/8" TERMINATION BAR CONT CANT
COMPRESSIBLE FILLER
6" MIN
ROOF MEMBRANE FLASHING 1/2" COVER BD TAPERED INSULATION
A2
TYP MASONRY CORNER SCALE: 1 1/2" = 1'-0"
A3
PRECAST CORNER JOINT
A-201 SCALE: 3" = 1'-0"
1/2"
TYP PRECAST CONTROL JOINT GRAPHIC SCALE:
110'-9.5"
NOTE: CORNER JOINT SHOWN TO BE LOCATED ON WEST AND EAST SIDE OF BLDG, SEE ELEVATIONS
CONTINUOUS SEALANT WITH BACKER ROD
PRECAST CONCRETE
PROVIDE ANCHOR, GROUTED IN EXISTING CONC WALL @ 24" OC A5 SCALE: 6" = 1'-0"
T.O. EXIST MTL DECK (LOW)
16" X 8" SOLID CORNER BLOCK
TYP PRECAST JOINT
EXPANSION JT COVER SYSTEM
P.T. 2X WD BLOCKING, TOP BLOCKING CUT TO ACHIEVE SLOPE
112'-8"
1/2"
A1
COMPRESSIBLE FILLER
FIBER, GLASS INFORCED ALUM FOIL SURFACE FLASHING, OVERLAP HORIZ SEAMS MIN 8" AND SEAL
T.O. EXISTING PARAPET
PRECAST END PIECE PROFILE, COLOR AND TEXTURE TO MATCH FRONT OF PANEL
RIGID INSULATION (R-12 MIN)
0"
1 1/2"
2
0'
SCALE:
3"
6"
9"
B470 ROOF CONNECTION
A
AS NOTED 1344924
N40085-16-R-6119
0'
4"
8"
1'-4"
0'
6"
1'
2'
NAVFAC DRAWING NO.
12712868
1 1/2" =1'-0" SHEET
4
B
CONSTR. CONTR. NO.
3" =1'-0"
A-312 SCALE: 1" = 1'-0"
3
6"
EPROJECT NO.
1" =1'-0"
1
3"
6" = 1'-0"
SLOPED DECK TO REMAIN A4
EV
LAS 02/16/16
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
IMPORTANT NOTES: PRECAST CONNECTIONS TO BE DESIGNED BY THE PRECAST MANUFACTURER. PRECAST MANUF TO PROVIDE SLOTS AT THE BOTTOM AND/OR TOP OF PRECAST AS REQUIRED FOR SUPPORT. HEIGHTS OF PRECAST TO BE COORDINATED WITH MASONRY EXTERIOR WALL VENEER AND SUPPORTING ANGLES
8"
C L OF CONSTRUCTION JOINT
1/2" MIN
B3
BACKER ROD AND SEALANT
CORNER BELOW LOADING DOCK
A-201 SCALE: 1" = 1'-0"
10".
SCALE: 1" = 1'-0"
B5
8"
HORIZONTAL PRECAST PROFILES
CHK
CRH
CHIEF ENG/ARCH
RIGID INSULATION (R-12)
PP1
DRW
JMD
IPT TECH. BRANCH HEAD
4"
PP2
DES
PROJECT MANAGER
FLUID APPLIED VAPOR BARRIER 3' - 10" F.V.
PP3
CONC LOADING DOCK
TERMINATION BAR
6"
1' - 10 1/2" F.V.
PP4
SATISFACTORY TO DATE
PRECAST MANUF CONNECTION
SECOND FLR T.O. STRUCT 116' - 6" AFF
6" PP5
PRECAST WALL PANEL DASHED ABOVE
STL ANGLE, RE: STRUCT
PRECAST MANUF CONNECTION
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
THRU-WALL FLASHING
CONT ANGLE, RE: STRUCT PP6
PRECAST WALL PANEL W/ TYP 1/2" JT, RE A5/A-551
8" MIN
6"
A/E INFO APPROVED
VIRGINIA BEACH, VIRGNIA
VARIES
3' - 11"
6"
5/8"
B
FINISH FLOOR LEVEL
ALIGN
PRECAST VENEER
ANCHOR, RE:STRUCT
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
CONCRETE FOUNDATION WALL, SEE STRUCTURAL
1
FLUID APPLIED VAPOR BARRIER
THRU WALL FLASHING
6"
FINISH FLOOR LEVEL
CONT ANGLE, RE: STRUCT
8" CMU GROUT SOLID
4' - 7 1/2"
6"
RIGID INSULATION
RIGID INSULATION, R12
2' - 0"
2' - 0"
2' - 0"
3' - 11 1/2"
3' - 3 1/2"
2' - 7 1/2"
1' - 11 1/2"
5/8"
PRECAST MANUF CONNECTION
NAS OCEANA-DAM NECK ANNEX
3 5/8"
NAVAL STATION NORFOLK
3 5/8"
IPT-HAMPTON ROADS
3 5/8"
IT
C
EC T SEAL
NAVAL FACILITIES ENGINEERING COMMAND
6"
A
ANCHOR, RE: STRUCT
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
6"
THRU WALL FLASHING
DEPARTMENT OF THE NAVY
3 5/8"
16"
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
C3
A-312 SCALE: 1" = 1'-0"
A REVDATE: 2/14/2016 4:31:55 PM
B470 ROOF CONNECTION
JAMIE M. DUBBE
AR CH
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
C2
COM
SLOPING METAL DECK, SEE STRUCT
NI A GI IR
O
N
W
5
102
OF
296
A-551 DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
RIGID INSULATION (R-12)
6" +/-
PRECAST BAND
METAL COUNTER FLASHING, TURN UP TO CMU COURSING ABOVE
2X PT WD BLOCKING, TOP CUT TO ACHIEVE SLOPE
DESCRIPTION
WATER SEAL FACE OF EXISTING SPLIT FACE BLOCK ABOVE EXISTING WALL FLASHING
VARIES
PRECAST MANUF CONNECTION
D
REMOVE PORTION OF EXISTING PRECAST COPING ONLY AT WALL CONNECTIONS, SEE DEMOLITION PLANS
CONT EXPANSION JOINT COVER SYSTEM
STL ANGLE RE: STRUCT
APPR
4
DATE
3
SYM
2
WALL DETAILS
1
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1 CB
1" LOUVER BLADE
90 MIL EXPANDED POLYSTYRENE RIGID HIGH DENSITY FOAM PROTECTION BD
C2 EXISTING B469 EXT WALL CONCRETE FOUNDATION WALL BELOW
RIGID INSULATION, R12
VAPOR BARRIER DTL STRIP PER MANUF
CONT VAPOR BARRIER
VAPOR BARRIER, VERT LEG SET IN PLACE WITH MASTIC
A3 A-534
CMU WALL, RE STRUCT
CONCRETE FOUNDATION WALL BELOW
INSULATING FILL
A-130 SCALE: 1 1/2" = 1'-0"
PIT DTL
A-331 SCALE: 1 1/2" = 1'-0"
O
C4
JAMIE M. DUBBE
SCREEN WALL - ROOF SECTION
Lic. No.014772
A-140 SCALE: 1/2" = 1'-0"
AR CH
IT
C
EC T SEAL
PARTITION AS SCHEDULED A2 A-552
ROOF CURB BEYOND
END PANEL STIFFENER
SLOPE TO MATCH JOIST
END PANEL BRACKET LOUVER
6" MIN
EXTRA SMOOTH GALV STL RAILING AND POSTS
A/E INFO APPROVED
FOR COMMANDER NAVFAC / B.L.T.L.
3' - 0"
ACTIVITY
CONTINUOUS CANT
SATISFACTORY TO DATE DES
STRUCTURAL FRAME, SEE STRUCTURAL
, A-140
PRECAST MANUF TO PROVIDE CONNECTIONS SBS MODIFIED BITUMINOUS MEMBRANE ROOFING ON RIGID INSULATION
STL ANGLE LEDGE
MECHANICAL EQUIPMENT
METAL COUNTER FLASHING, TURN UP TO CMU COURSING ABOVE
STEEL ROOF DECK, RE: STRUCTURAL
B2 A-552
METAL FLASHING
1 1/2"
BRACKET
MECHANICAL ROOF EQUIPMENT
2X TREATED WD CURB B4
EXIST PARAPET 117' - 4" AFF
SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
MEMBRANE FLASHING CONTINUOUS 1"
LOUVER
BLOCKING
EXPANSION JOINT & COVER SYSTEM
CONTINUOUS STEEL ANGLE, RE: STRUCTURAL
EPOXY GROUT
STIFFENER
2" 1 1/2"
SCREEN WALL - CONNECTION
A-140 SCALE: 1 1/2" = 1'-0"
RAILING DETAIL
A-331 SCALE: 1 1/2" = 1'-0"
6" MIN
COMPRESSIBLE FILLER
B5
LOUVER BRACKET STIFFENER
TERMINATION BAR
R-25 RIGID BOARD INSULATION METAL DECK RE: STRUCTURAL DRAWINGS
EXISTING PARAPET WALL TO REMAIN
CONNECTION
CANT BLOCKING
GRAPHIC SCALE:
2X P.T. WOOD BLOCKING
0'
STEEL ANGLE RE: STRUCTURAL DRAWINGS
CHANNEL, RE STRUCTURAL
6"
1'
2'
1" =1'-0"
SCALE: EPROJECT NO.
JOIST, RE STRUCTURAL
0'
1'
2'
4'
B469 ROOF CONNECTION
A-331 SCALE: 1" = 1'-0"
ROOF CURB
A2
, A-140
A-552 SCALE: 1 1/2" = 1'-0"
A4
SCREENWALL - CORNER
0'
4"
8"
1'-4"
A-140 SCALE: 1 1/2" = 1'-0"
1 1/2" =1'-0"
B
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119
1/2" =1'-0" A1
LAS 02/16/16
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
A-552 SCALE: 1 1/2" = 1'-0"
EV
CHIEF ENG/ARCH
STRUCTUAL SUPPORT, SEE STRUCTURAL
ROOF CURB
B2
CHK
CRH
IPT TECH. BRANCH HEAD
4 3/8"
DEPARTMENT OF THE NAVY
THRU WALL METAL FLASHING
A-140 SCALE: 1 1/2" = 1'-0"
EXISTING JOIST
6" PRECAST SHAPE - PP5
CONTINUOUS CANT
SCREENWALL - ENDPANEL
VIRGINIA BEACH, VIRGNIA
A-130 SCALE: 1 1/2" = 1'-0"
B3
NAVAL FACILITIES ENGINEERING COMMAND
2X PT BLOCKING CHANNEL, RE: STRUCTURAL
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
CONNECTION DETAIL
1' - 5 1/4"
B1
DRW
JMD
PROJECT MANAGER
NAS OCEANA-DAM NECK ANNEX
SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
NAVAL STATION NORFOLK
FIRE STOP SEALANT FULL PERIMETER
VALLEY BETWEEN CURBS COVERED WITH FORMED SHEET METAL, TURNED UNDER AT END
STRUCTURAL FRAME, SEE STRUCTURAL
IPT-HAMPTON ROADS
VALLEY END OPEN TO DRAIN
1' - 6 3/4"
HOOKED ANCHOR ROD, RE: STRUCTURAL
STRUCTURAL SUPPORT, SEE STRUCTURAL
EXISTING WALL
A REVDATE: 2/14/2016 4:36:52 PM
C3
V
ROOF & WALL DETAILS
A-130 SCALE: 1 1/2" = 1'-0"
DETAIL @ BUILDING JOINT NORTH
C2
6"
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_CUP_acantoria.rvt
B
DETAIL @ BUILDING JOINT SOUTH
N
VARIES MIN 1'
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
C1
NOTE: OPP SIDE SIM AND CONNECTION OF FLUID APPLIED WATERPROOFING TO UNDER SLAB VAPOR RETARDER SIM
LTH O F EA
NI A GI IR
RETURN MASONRY VENEER, SEE CORNER DETAIL A2/A-551
W
M
RIGID INSULATION, R12
FLUID APPLIED VAPOR BARRIER (45 MILS DRY THICKNESS)
C1
COM
CONTINUOUS VAPOR BARRIER
STRUCTURAL FRAME, SEE STRUCTURAL SHEETS
SYM
SPLIT FACE CMU VENEER
D
HORIZONTAL LOUVER STIFFNER
NAVFAC DRAWING NO.
12712869 SHEET
103
OF
296
A-552
1
2
3
4
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
CONTINUOUS EXPANSION JOINT COVER SYSTEM REMOVE EXISTING BLOCK RIBS AS NECESSARY TO INSTALL AS SHOWN
BACKER ROD AND SEALANT - REMOVE EXISTING BLOCK RIBS AS NECESSARY TO INSTALL AS SHOWN
VERTICAL LOUVER STIFFNER BEYOND
EXISTING STRUCT CONC FOUNDATION WALL
10' - 0"
D
BLADE SUPPORT BRACKET, OCCURS AT FRAME
CONCRETE FOUNDATION WALL BELOW
CONTINUOUS EXPANSION JOINT COVER SYSTEM REMOVE EXISTING BLOCK RIBS AS NECESSARY TO INSTALL AS SHOWN
DATE
BACKER ROD AND SEALANT - REMOVE EXISTING RIBS AS NECESSARY TO INSTALL AS SHOWN
INSULATING FILL
6"
CB
DESCRIPTION
EXISTING EXT B469 WALL
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
TURN BELOW GRADE FLUID APPLIED VAPOR BARRIER UP MIN 6" AND OVERLAP WITH ABOVE GRADE FLUID APPLIED VAPOR BARRIER
S.S. STRAP ANCHOR
PROTECTION BD
FLUID APPLIED VAPOR BARRIER
B2 A-553
POLYISOCYANURATE RIGID INSULATION (R-12)
DETAIL
V
Lic. No.014772 AR CH
IT
C
EC T SEAL
PRECAST MANUF CONNECTION PRECAST WATERTABLE - PP3
C3 A-553
PARTITION AS SCHEDULED
GRADE
A/E INFO APPROVED
90 MIL EXPANDED POLYSTYRENE RIGID, HIGH DENSITY FOAM PROTECTION BD
DOUBLE METAL STUDS SOLID SURFACE SHOWER WALLS
SATISFACTORY TO DATE
SHOWER CORNER DETAIL
B3
SHOWER DETAIL
SHOWER INSIDE CORNER DETAIL
A-553 SCALE: 3" = 1'-0"
PARTITION AS SCHEDULED CEMENTITIOUS BACKER UNITS SOLID SURFACE WALL PANEL
DETAIL
B4
A-553 SCALE: 3" = 1'-0"
A-311 SCALE: 1" = 1'-0"
ALIGN TO CONNECTING WALL AS OCCURS
FLOORING, SEE FINISH SCHEDULE
7/8" FURRING (ALT 1-1/2" METAL STUD AS REQUIRED)
SINGLE PIECE SOLID SURFACE SHOWER PAN
SILICONE CAULK
1' - 6" 9"
9"
5/8" GWB
1/2" MAX
A-553 SCALE: 3" = 1'-0"
B2
CORNER BEAD
CORNER BEAD COLUMN, SEE STRUCTURAL 5/8" GWB
1' - 6"
1' - 3"
3 5/8" METAL STUD
5/8" GWB 3 5/8" METAL STUD
MTL STUD CLIPPED TO COLUMN AT MIN 48" O.C.
SINGLE PIECE SOLID SURFACE SHOWER PAN
MTL STUD CLIPPED TO COLUMN AT MIN 48" O.C.
1' - 6"
GRAPHIC SCALE: 0'
1'
2'
4'
0'
6"
1'
2'
1/2" =1'-0" 1" =1'-0"
EPROJECT NO.
A-553 SCALE: 3" = 1'-0"
A2
ADA SHOWER PAN DETAIL
A-553 SCALE: 3" = 1'-0"
A3
TYP COLUMN DETAIL
A-102 SCALE: 1 1/2" = 1'-0"
A
AS NOTED 1344924
CONSTR. CONTR. NO.
0'
SHOWER BASE DETAIL
SCALE:
WALL DETAILS
SHOWER PAN BELOW
SHOWER PAN BELOW
LAS 02/16/16
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
D4 A-553
EV
B
VIRGINIA BEACH, VIRGNIA
GRADE BEAM, RE: STRUCT
CHK
CRH
CHIEF ENG/ARCH
NAS OCEANA-DAM NECK ANNEX
CEMENTITIOUS BACKER BD
VAPOR RETARDER/ POROUS FILL , RE: STRUCT
FLUID APPLIED VAPOR BARRIER (45 MILS DRY THICKNESS)
SHOWER PAN FLANGE EDGE BELOW
SOLID SURFACE SHOWER WALL
DRW
JMD
NAVAL STATION NORFOLK
SILICONE CAULK
DES
PROJECT MANAGER
IPT-HAMPTON ROADS
SOLID SURFACE SHOWER WALL
FIRST FLR T.O. STRUCT 98' - 0" AFF
IPT TECH. BRANCH HEAD
SILICONE CAULK AT EDGES PER MANUF INSTRUCTION
METAL TRIM
ACTIVITY
NAVAL FACILITIES ENGINEERING COMMAND
SILICON CAULK
FOR COMMANDER NAVFAC / B.L.T.L.
EXTRUDED POLYSTYRENE RIGID INSULATION (R-12)
METAL TRIM PORCELAIN WALL TILE
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
FINISH FIRST FLOOR 100' - 0" AFF
S.S. STRAP ANCHOR PRECAST MANUF CONNECTION
CEMENTITIOUS BACKER UNITS
WATER RESISTANT GYP BD
B
RAISED ACCESS FLOORING
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
PORCELAIN WALL TILE
PARTITION AS SCHEDULED
A REVDATE: 2/14/2016 4:31:59 PM
LTH O F EA
JAMIE M. DUBBE
CMU, RE: STRUCT
DEPARTMENT OF THE NAVY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
SHOWER SECTION
PARTITION AS SCHEDULED
A1
W
STL ANGLE AND ANCHORS, RE: STRUCT
A-121 SCALE: 1/2" = 1'-0"
B1
N
THRU WALL FLASHING WITH WEEPS AT 32" O.C.
C C1
6
FLUID APPLIED VAPOR BARRIER (45 MILS DRY THICKNESS)
A-553 SCALE: 3" = 1'-0"
A2 A-553
A-553 SCALE: 3" = 1'-0"
NI A GI IR
A1 A-553
DETAIL
D4
CMU
S.S. SHOWER PAN
C3
GRADE BEAM RE: STRUCT
A4
COLUMN WRAP
A-101 SCALE: 1 1/2" = 1'-0"
4"
8"
1'-4"
1 1/2" =1'-0"
NAVFAC DRAWING NO.
0' 3" =1'-0"
N40085-16-R-6119
3"
6"
12712870
9" SHEET
104
OF
296
A-553
1
2
3
4
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
SHOWER SEAT AT ADA SHOWERS B1 A-553
REINFORCED CORNER VAPOR BARRIER DETAIL PER MANUF
RIGID INSULATION AS CALLED OUT
GRAB BARS AT ADA SHOWERS
REINFORCED CORNER VAPOR BARRIER
O
RECESSED ONE PIECE SOLID SURFACE SHELF INSTALLED PER MANUF DIRECTION
6".
REINFORCED CORNER VAPOR BARRIER
M
1/4" THICK FULL HEIGHT S.S. SHOWER WALLS
D
CMU
COM
D
RIGID INSULATION
PRECAST WATERTABLE
DESCRIPTION
GRADE
FLUID APPLIED VAPOR BARRIER
SYM
A-561
B3 A-553
RIGID INSULATION AS CALLED OUT
FLUID APPLIED VAPOR BARRIER
C2 OPP
DATE
PROTECTION BD
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
DATE
APPR
1
CMU WALL, SEE STRUCTURAL
CMU WALL, SEE STRUCTURAL
B470 EXISTING WALL
CONTINUOUS EXPANSION JOINT COVER SYSTEM REMOVE EXISTING BLOCK RIBS AS NECESSARY TO INSTALL AS SHOWN FLUID APPLIED VAPOR BARRIER
BACKER ROD AND SEALANT - REMOVE EXISTING BLOCK RIBS AS NECESSARY TO INSTALL AS SHOWN
1"
RIGID INSULATION, R12 MIN SPLIT FACE CMU VENEER
FLUID APPLIED VAPOR BARRIER
INSULATING FILL
INSULATING FILL
CONTINUOUS EXPANSION JOINT COVER SYSTEM REMOVE EXISTING BLOCK RIBS AS NECESSARY TO INSTALL
CONTINUOUS EXPANSION JOINT COVER SYSTEM
BACKER ROD AND SEALANT - REMOVE EXISTING BLOCK RIBS AS NECESSARY TO INSTALL
1"
RIGID INSULATION, R12 MIN
D
FLUID APPLIED VAPOR BARRIER RIGID INSULATION, R12 MIN
1"
PRECAST SHAPE BACKER ROD AND SEALANT
PRECAST SHAPE
LTH O F EA
V
M COM
A-201 SCALE: 1 1/2" = 1'-0"
WALL DETAIL
A-201 SCALE: 1 1/2" = 1'-0"
Lic. No.014772
WALL DETAIL
C4
AR CH
A-201 SCALE: 1 1/2" = 1'-0"
IT
C
EC T SEAL
INSULATING JOINT FILLER 7/8" MTL FURRING
EXIST RIBBED SPLIT FACE CMU
WALL AS SCHEDULED
CMU, SEE STRUCT 8" CMU
EXIST CMU
WALL AS SCHEDULED
5/8" GYP BD
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
7/8" MTL FURRING STEEL LINTELS 8 x 6 x 1/2
BLOCKING AS REQUIRED
EXISTING CEILING AT +/- 8'-6" OPENING HEIGHT 8'-0"
CORNER BEAD
RIGID INSULATION, R-12
PREFINISHED ALUM MOVEMENT JOINT
1' - 5 1/8"
8" CMU BOND BEAM
STRAP ANCHOR CONNECTIONS PER PRECAST MANUF SPLIT FACE VENEER
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
CORNER BEAD
7/8" MTL FURRING
5/8" GWB, PAINT TO MATCH EXISTING FINISHES
ALUMINUM MOVEMENT JOINT
A/E INFO APPROVED
INSULATING JOINT FILLER 5/8" GYP BD
GYP BD BEYOND, FINISH TO MATCH CORRIDOR 100
EXISTING EXT WALL
1/2"
BACKER ROD AND SEALANT
1/2"
1' - 10"
SATISFACTORY TO DATE DES
VERTICAL PRECAST PILASTER, CHAMFER CORNERS 1/2" TYP
CORNER GUARD
7/8" MTL FURRING SEALANT
DRW
JMD
CHK
CRH
EV
PROJECT MANAGER IPT TECH. BRANCH HEAD
LAS 02/16/16
EXISTING FIN FLOOR
THRU WALL FLASHING WITH WEEPS 32" O.C. GWB BEYOND, PTD TO MATCH EXISTING FINISHES
+ / - 2' - 8"
2"
1' - 4"
EXISTING STRUCTURE
CORNER GUARD
CORNER GUARD
ALUM MOVEMENT JT, BEYOND
RESILIENT FLR TO COMPLIMENT EXISTING FLR COLOR AND HT
RESILIENT BASE
+ /- 4' - 8"
EXISTING FOUNDATION WALL
FLRING, SEE FINISH SCHEDULE
STL ANGLE, RE: STRUCT
RAISED ACCESS FLOOR
PRECAST WATER TABLE - PP1
FINISH FIRST FLOOR 100' - 0" AFF CONC, RE: STRUCT
SIM
B4 A-553
FLUID APPLIED VAPOR BARRIER PRECAST STRAP ANCHOR
GRADE
EXISTING RESILIENT FLRING
FIRST FLR T.O. STRUCT 98' - 0" AFF
CONC, RE: STRUCT
GRADE FLUID APPLIED VAPOR BARRIER UNDER PROTECTION BD
EXISTING FLOOR VAPOR RETARDER/ POROUS FILL, RE: STRUCT
+/- 1' - 2" CONC SLAB, RE: STRUCT INSULATING JOINT FILLER
GRADE BEAM, RE: STRUCT
GRAPHIC SCALE: 0'
4"
8"
1'-4"
1 1/2" =1'-0"
EXISTING BLDG 470
SCALE: EPROJECT NO.
WALL DETAILS
6
B P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
A-201 SCALE: 1 1/2" = 1'-0"
MEN'S SHOWER
WOMEN'S SHOWER
16" X 24" ACCESS HOLE TO MENS SHOWER CRAWL SPACE, SEE STRUCT DWGS FOR FRAME
TYP VERT PILASTER PRECAST SECTION
VIRGINIA BEACH, VIRGNIA
A-311 SCALE: 1 1/2" = 1'-0"
B4
NAS OCEANA-DAM NECK ANNEX
A-311 SCALE: 1 1/2" = 1'-0"
JAMB DETAIL
NAVAL STATION NORFOLK
B2
IPT-HAMPTON ROADS
HEAD DETAIL
NAVAL FACILITIES ENGINEERING COMMAND
B1
DEPARTMENT OF THE NAVY
B
5/8" GYP ON 7/8" MTL FURRING, PTD TO MATCH EXISTING FINISHES
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
CHIEF ENG/ARCH
A REVDATE: 2/14/2016 4:32:04 PM
WALL DETAIL
C2
+/- 8"
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
C1
JAMIE M. DUBBE
NI A GI IR
O
N
W
A
AS NOTED 1344924
CONSTR. CONTR. NO.
A1
ACCESS OPENING AT B-470
A2
A-101 SCALE: 1/2" = 1'-0"
METAL THRESHOLD
THRESHOLD DETAIL
A4
A-311 SCALE: 1 1/2" = 1'-0"
PRECAST AT P-603 SE CORNER
0' 1/2" =1'-0"
1'
2'
4'
N40085-16-R-6119 NAVFAC DRAWING NO.
12712871
A-101 SCALE: 1/2" = 1'-0"
SHEET
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296
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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
INSULATING FILL
DESCRIPTION
D
B470 EXISTING WALL B470 EXISTING WALL
SYM
CMU WALL, SEE STRUCTURAL
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
9'-0" AFF
9'-0" AFF
9'-0" AFF
3 5/8" MTL STUDS @ 16" O.C.
1' - 0" 5/8" MOISTURE RESISTANT GYP BD
1' - 0"
CEILING AS SCHEDULED
1' - 6"
PARTITION AS SCHEDULED
CEMENTITIOUS BACKER - PTD
PORCELAIN WALL TILE
SILICONE CAULK
9'-0" AFF
3 PIECE SOLID SURFACE SHOWER ON CEMENTITIOUS BACKER
LIGHT FIXTURE RE: ELECTRICAL DRAWINGS
ACOUSTICAL CEILING TILES AS SCHEDULED
VARIES - SEE PLAN
5/8" GWB
U.O.N.
SOFFIT DETAIL @ LAV
C2
A-121 SCALE: 1 1/2" = 1'-0"
SOFFIT DETAIL @ SHOWERS
C3
A-553 SCALE: 1 1/2" = 1'-0"
ACOUSTICAL CEILING TILES AS SCHEDULED
CEILING DETAIL
A-121 SCALE: 1 1/2" = 1'-0" LTH O F EA
V
M COM
2 1/2" METAL STUD BRACES AT 4'-0" OC MAX TO STRUCTURE ABOVE
AR CH
2 1/2" METAL STUD BRACES AT 4'-0" OC MAX TO STRUCTURE ABOVE
CEILING AS SCHEDULED
SEAL
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
5/8" GYP BD OVER 3 5/8" MTL STUDS @ 16" O.C. 1' - 0"
3' - 1"
3 5/8" MTL STUDS @ 16" O.C.
3 5/8" MTL STUDS @ 16" O.C.
A/E INFO APPROVED
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
RE: REFLECTED CEILING PLAN 5/8" GYP BD ACOUSTICAL CEILING TILES AS SCHEDULED
6"
1' - 1"
5/8" GYP BD
SATISFACTORY TO DATE
9'-0" AFF
5/8" GYP BD OVER 3 5/8" MTL STUDS @ 16" O.C.
DES
IPT TECH. BRANCH HEAD
LAS 02/16/16
9'-0" AFF
2 1/2" MTL STUD BRACING @ 4'-0"
DEPARTMENT OF THE NAVY
3 5/8" MTL STUDS @ 16" O.C.
5/8" GYP BD
8'-0" AFF ALIGN WITH WALL BEYOND
5/8" GYP BD CORNER BEAD
PARTITION AS SCHEDULED
GRAPHIC SCALE:
SCALE: EPROJECT NO.
0'
4"
8"
1'-4"
0'
6"
1'
2'
B P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
3 5/8" MTL STUDS @ 16" O.C.
VIRGINIA BEACH, VIRGNIA
A-122 SCALE: 1" = 1'-0"
NAS OCEANA-DAM NECK ANNEX
SOFFIT DETAIL
NAVAL STATION NORFOLK
B3
IPT-HAMPTON ROADS
A-122 SCALE: 1 1/2" = 1'-0"
NAVAL FACILITIES ENGINEERING COMMAND
LINE OF WALL BELOW
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
CEILING AS SCHEDULED
RE: REFLECTED CEILING PLAN
SOFFIT DETAIL
1' - 0"
EV
CHIEF ENG/ARCH
ACOUSTICAL CEILING TILES AS SCHEDULED
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119
1 1/2" =1'-0" A1
CHK
ABC
CORNER BEAD
CORNER BEAD
A
DRW
JMD
PROJECT MANAGER
9'-0" AFF
8'-11" AFF
B1
10'-0" AFF
9'-11" AFF
MECH RETURN, RE: MECHANICAL DRAWINGS
B
IT
C
EC T
NAVFAC DRAWING NO.
SOFFIT DETAIL
1" =1'-0"
A-122 SCALE: 1 1/2" = 1'-0"
12712872 SHEET
106
OF
296
A-561
1
2
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DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
12'-0" AFF
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
Lic. No.014772
6"
C
REVDATE: 2/14/2016 4:32:07 PM
JAMIE M. DUBBE
NI A GI IR
O
N
W
CEILING DETAILS
C1
9'-0" AFF
1"
5/8" WATER RESISTANT GYP BD
CORNER BEAD
6"
CORNER BEAD, TYP.
DESCRIPTION
8'-0" AFF
2' - 0"
D
LIGHT FIXTURE, RE: ELECTRICAL DRAWINGS
8'-0" AFF
5/8" WATERRESISTANT GYP BACKER BD
3 5/8" METAL STUDS @ 16" O.C.
SYM
5/8": GYP BD
D
3 5/8" METAL STUD BRACING AT 4'-0" O.C.
6"
2 1/2" MTL STUD BRACING @ 4'-0" O.C
6"
3 5/8" METAL STUDS @ 16" O.C.
DATE
3 5/8" MTL STUDS @ 16" O.C.
SUSPENDED ACOUSTICAL CEILING AS SCHEDULED
COPPER SCUPPER, LOCK AND SOLDER ALL SEAMS
1/2" / 1'-0" SLOPE
DRIP EDGE SPOUT LOCKED AND SOLDERED TO CONDUCTOR HEAD
SLOPE
1' - 6"
OVERFLOW OPENING
1/2" COVER BD TAPERED RIGID INSULATION
4" 1"
4 7/8" DOWNSPOUT
SEALANT FULL PERIMETER
COPPER CONDUCTOR HEAD
OUTLET TUBE DOWNSPOUT
SYM
COPPER FLANGE, LOCKED AND SOLDERED EACH SIDE SOLDERED 1/8" X 3" BRASS OR COPPER STRAPS @ 5' O.C. EXTEND 2" ON EACH SIDE OF LEADER AND SECURE WITH BRONZE SHIELDS AND BOLTS
N
3.75" X 4.75" COPPER RECTANGULAR DOWNSPOUT
SCUPPER PROFILE
C3
C4
A-201 SCALE: 1 1/2" = 1'-0"
V
JAMIE M. DUBBE
AR CH
SCUPPER DETAIL
IT
C
EC T SEAL
A-302 SCALE: 1 1/2" = 1'-0"
SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
FASTENER CONT CLEAT, BOTH SIDES
STRAINER
CLAMPING RING
FLASHING CLAMP DEVICE COPING ANCHOR CLIP
CLAMP SHEET UNDER CLAMPING RING
CLAMPING RING
DECK PLATE AND SECURING BRACKETS
BLOCKING
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
DECKPLATE
A/E INFO
4"
4"
2"
2X P.T. WD NAILER
LTH O F EA
Lic. No.014772
STRAINER COPPER COPING WITH OVERLAPPING JTS
W
APPROVED
6"
8"
FOR COMMANDER NAVFAC / B.L.T.L.
REINFORCED MASONRY UNITS, TYP., SEE STRUCT
T.O. EXISTING PARAPET
CONT PT WD BLOCKING RIGID INSULATION (R-12 MIN) STL ANGLE AND ANCHORS, RE: STRUCT
RIGID INSULATION, R12
F.V. POLYISCOCYANURATE RIGID INSULATION (R-25, 2 LAYERS, STAGGERED JTS)
DECK TO REMAIN
15'-4"
EXISTING STRUCTURE TO REMAIN
INSULATION TO REMAIN
SLOPING MTL DECK RE: STRUCT
A1
TYP PARAPET DETAIL
A-311 SCALE: 1 1/2" = 1'-0"
4"
4"
COATED SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
TAPERED INSULATION
CONT BENT STL PLATE TO REMAIN
SPLIT FACE CMU
SBS MODIFIED BITUMINOUS MEMBRANE ROOFING R-30 RIGID BOARD INSULATION 1/2" COVER BOARD
BASE MEMBRANE ATTACHMENT AS REQUIRED FOR SPECIFIC SYSTEM
METAL DECK RE: STRUCTURAL DRAWINGS
A4
2X P.T. WOOD BLOCKING
ROOF VENT DETAIL SCALE: 1 1/2" = 1'-0"
VIRGINIA BEACH, VIRGNIA
NAVAL STATION NORFOLK
SCALE: EPROJECT NO.
A2
ROOF CONNECTION DETAIL
A3
A-302 SCALE: 1 1/2" = 1'-0"
GRAPHIC SCALE:
B469 PARAPET DETAIL
B
ROOF DETAILS
6" MIN
WATERTIGHT UMBRELLA SET IN SEALANT
METAL FLANGE PRIMED, SET IN MASTIC AND FASTENED
17'-4"
TAPERED RIGID INSULATION BOARD
THRU WALL FLASHING
SEALANT AT FULL PERIMETER
LAS 02/16/16
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
6"
F.V.
EXISTING MASONRY WALL TO REMAIN
CLAMP
NAS OCEANA-DAM NECK ANNEX
1/2" COVER BD
METAL FLASHING
IPT-HAMPTON ROADS
1/2" / 1'-0" SLOPE
2X PT WOOD BLOCKING
SEALANT AT FULL PERIMETER
NAVAL FACILITIES ENGINEERING COMMAND
6" MIN
CONT FLUID APPLIED WATER PROOFING
COATED SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
ROOF DRAIN
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
1/2" COVER BOARD
6" MIN
EV
CHIEF ENG/ARCH
SCALE: 1 1/2" = 1'-0"
PIPE OR VENT THRU ROOF
CHK
ABC
IPT TECH. BRANCH HEAD
ROOF DRAIN - B469
PRE-FINISHED COPPER PARAPET COPING WITH OVERLAPPING JOINTS
DRW
JMD
PROJECT MANAGER
DEPARTMENT OF THE NAVY
CONT CANT
TAPERED RIGID INSULATION AT CRICKETS, TYP
8" MIN
COPPER CLIP, ANCHOR TO WD BLOCKING
OVERFLOW ROOF DRAIN
B3
CLAMP SHEET UNDER CLAMPING RING
PRIMED LEAD SHEET ROLLED DOWN BOWL
4"
COATED SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
DES
METAL ROOF DECK
COPPER REGLET ANCHOR INTO SLOT WITH LEAD WEDGES PROVIDE CONT SEALANT IN EXISTING CONC SAWCUT
CONTINUOUS CANT
SATISFACTORY TO DATE
8" MIN.
B470 EXISTING PARAPET
FIBER, GLASS INFORCED ALUM FOIL SURFACE FLASHING, RUN UP PARAPET AND OVER BLOCKING
PRECAST CORNICE - PP4
TAPERED RIGID INSULATION
115'-2"
POLYISOCYANURATE RIGID INSULATION (R-12)
3' - 10 1/2" F.V.
STRAP ANCHOR CONNECTION PER PRECAST MANUFACTURER
ACTIVITY
2' - 0" F.V.
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
4" 1"
ATTACH WITH BRASS FASTENERS
SOLDER
SCUPPER DETAIL @ B470
C2
A-302 SCALE: 1 1/2" = 1'-0"
CONT POLYISOCYANURATE RIGID INSULATION (R12)
A REVDATE: 2/14/2016 4:32:11 PM
A-201 SCALE: 1 1/2" = 1'-0"
SCUPPER OPENING BEYOND
1/8" X 3" BRASS OR COPPER STRAPS @ 5' O.C. EXTEND 2" ON EACH SIDE OF LEADER AND SECURE WITH BRONZE WASHERS AND BOLTS
3/4"
D
NI A GI IR
B
SCUPPER PROFILE @ B470
C1
EXISTING SLOPED STRUCTURAL DECK TO REMAIN EXISTING CAVITY WALL TO REMAIN
2X3 SMOOTH COPPER RECT DOWNSPOUT
C
SLOPED PT. WD BLOCKING AS REQUIRED
DRIP EDGE, LOCKED AND SOLDERED TO CONDUCTOR HEAD
6"
SOLDERED
OUTLET TUBE
10"
DESCRIPTION
2"
SLOPING, VARIES
COPPER FLANGE, LOCKED AND SOLDERED EACH SIDE
SOLDER
CONT CLEAT
COPPER SCUPPER, LOCKED AND SOLDERED TO CLOSURE FLANGE
6"
10"
T.O. METAL DECK
ATTACH WITH BRASS FASTENERS 20 OZ COPPER CONDUCTOR HEAD, LOCK AND SOLDER ALL SEAMS
20 OZ COPPER CONDUCTOR HEAD, ALL SEAMS LOCKED AND SOLDERED
SOLDERED
O
1" MIN. BELOW SCUPPER
6"
RIGID INSULATION (R-12 MIN)
COPPER CONDUCTOR HEAD
BRASS FASTENER COVERED WITH SOLDERED COPPER CAP
2"
C2 A-571
D
COPPER CLOSURE FLANGE BEYOND
1' - 10"
PRECAST PILASTER, PRECAST MANUF TO COORDINATE SCUPPER OPENINGS AT PRECAST PANELS WITH ROOFING CONNECTIONS FLASHING
M
10"
SBS BITUMEN MODIFIED ROOF MEMBRANE EXTEND TO SCUPPER
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
COM
1' - 2"
A-571
1' - 4"
COPPER COPING
COPPER CLOSURE SECURED WITH COPPER CLEATS AND JOINT SEALANT AT EDGES
JOINT SEALANT AT FULL PERIMETER OF CLOSURE FLANGE
C4
CONTINUOUS CLEAT
5
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
0' 1 1/2" =1'-0"
SCALE: 1 1/2" = 1'-0"
4"
8"
1'-4"
12712873 SHEET
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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
COPPER COPING BEYOND
4
APPR
3
DATE
2
1 1/2"
1
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1 1/4" GALVANIZED STEEL CHECKERED PLATE, RE:STRUCTURAL
EQ
EQ
OPENING IN CHECKER PLATE FOR DRAINAGE
EQ 5 1/2"
B470 EXISTING EXT WALL
2X PT WD BLOCKING, CUT TO PROVIDE SLOPE
COPPER COPING WITH OVERLAPPING JTS
10"
DATE
CONT EXPANSION JT COVER SYSTEM
T.O. 2ND STRUCT FLR (EXST)
PROVIDE ANCHORS GROUTED IN MASONRY @ 24" OC
2X P.T. WD NAILER
114'-6"
COPPER REGLET ANCHOR INTO SLOT WITH LEAD WEDGES PROVIDE CONT SEALANT IN EXISTING CONC SAWCUT
D
EXISTING CONCRETE AT STAIR TOWER
139'-4"
T.O. PARAPET 138' - 8" AFF
6"
EQ
COPPER DOWNSPOUT
1' - 4" F.V.
T.O. STAIRS (LOW)
D DESCRIPTION
A1 A-572
COPPER CLIP, ANCHOR TO WD BLOCKING
TERMINATION BAR
B.O. PRECAST (LOW)
EXISTING MASONRY WALL TO REMAIN
137'-4"
SYM
3' - 2 1/2" F.V.
R-12 RIGID INSULATION
COMPRESSIBLE INSULATED FILLER
CONT CANT COATED SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
CONTINUOUS CANT 6" MIN
COATED SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
6" MIN
1/2" COVER BD
1/2" COVER BOARD TAPERED RIGID INSULATION CONT PT WD BLOCKING
A-101 SCALE: 1" = 1'-0"
R-25 RIGID POLYISO INSULATION (2 LAYERS, STAGGERED JOINTS)
RIGID INSULATION (R-12 MIN)
SLOPING METAL DECK, SEE STRUCT
DECK TO REMAIN
V
M
O
N
COM
DRAINAGE TRENCH DETAIL
LTH O F EA
JAMIE M. DUBBE
NI A GI IR
C1
W
Lic. No.014772
ROOF CONNECTION AT B470
A-102 SCALE: 1 1/2" = 1'-0"
ROOF OPENING RE: MECH VARIES WITH SLOPE MIN 1'-0"
2' - 7"
SPLASH BLOCK DETAIL
B2
SCALE: 1" = 1'-0"
2X P.T. WOOD BLOCKING
ALT ROOF CURB DETAIL
RIGID INSULATION, R12
OPENING IN GALVANIZED STEEL CHECKER PLATE
SATISFACTORY TO DATE
COATED SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
MIN
DES
CANT 2X P.T. WOOD BLOCKING
SCALE: 1 1/2" = 1'-0"
COUNTER FLASHING
CLAMP
THRU WALL FLASHING DRAINAGE TRENCH
VENTILATED ROOF THIMBLE ASSEMBLY, RE: MECHANICAL SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
METAL FLANGE
PRECAST STRAP ANCHOR
RIGID BOARD INSULATION
2X P.T. WOOD BLOCKING ADJUST AS REQ. TO MAINTAIN LEVEL TOP 4"
4"
RIGID INSULATION CANT
6" MIN
DEPARTMENT OF THE NAVY
FLUID APPLIED VAPOR BARRIER
SBS MODIFIED BITUMINOUS ROOFING
A REVDATE: 2/14/2016 4:32:15 PM
EQ
EQ
2' - 0" A1
1' - 3 1/2"
DRAINAGE TRENCH DETAIL
A2
A-302 SCALE: 1 1/2" = 1'-0"
1
METAL DECK RE: STRUCTURAL DRAWINGS
BENT PLATE, RE: STRUCTURAL
ADJUST BLOCKING AS REQUIRED TO MAINTAIN LEVEL TOP ANGLES, RE: STRUCTURAL
THIMBLE ASSEMBLY THRU ROOF SCALE: 1 1/2" = 1'-0"
2
A4
CUSTOM CURB DETAIL SCALE: 1 1/2" = 1'-0"
3
4
EV
LAS 02/16/16
CHIEF ENG/ARCH
9 3/4"
1/4" GALVANIZED STEEL CHECKER PLATE
CHK
CRH
IPT TECH. BRANCH HEAD
PIPE, RE: MECHANICAL
CMU, RE: STRUCTURAL
DRW
JMD
PROJECT MANAGER
ROOF CURB DETAIL
B4
SCALE: 1 1/2" = 1'-0"
COPPER DOWNSPOUT
1"
METAL DECK RE: STRUCTURAL DRAWINGS
VARIES WITH SLOPE MIN 1'-0"
B1
3"
RIGID BOARD INSULATION
METAL DECK RE: STRUCTURAL DRAWINGS
PLAN VIEW
6"
ACTIVITY
GRAPHIC SCALE:
SCALE: EPROJECT NO.
0'
4"
8"
1'-4"
0'
6"
1'
2'
B
DETAILS
COATED SBS MODIFIED BITUMINOUS MEMBRANE ROOFING
FOR COMMANDER NAVFAC / B.L.T.L.
2X TREATED WD CURB
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
6" MIN
APPROVED
VIRGINIA BEACH, VIRGNIA
CANT
A/E INFO
MECHANICAL ROOF EQUIPMENT
NAVAL FACILITIES ENGINEERING COMMAND
1' - 11"
2' - 7"
MIN 1'-0"
2X TREATED WD CURB
VARIES WITH SLOPE
4"
SEALANT ALL PERIMETER
4"
7"
NAS OCEANA-DAM NECK ANNEX
1' - 0"
RIGID BOARD INSULATION
B
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
NAVAL STATION NORFOLK
C4
MECHANICAL ROOF EQUIPMENT OR SATELLITE JUNCTION BOX
4"
2"
SEAL
IPT-HAMPTON ROADS
VERTICAL PRECAST
GRAVEL, RE: CIVIL
IT
C
EC T
INSULATION TO REMAIN
ROOF OPENING RE: MECH
CONCRETE SPLASH BLOCK
AR CH
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119
1 1/2" =1'-0"
NAVFAC DRAWING NO.
1" =1'-0"
12712874 SHEET
108
OF
296
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DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
DETAIL AT EXIST. STAIR AT PRECAST
A-110 SCALE: 1" = 1'-0"
DOWNSPOUT
2"
CONT BENT STL PLATE TO REMAIN
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
C2
10 1/4"
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
DATE
APPR
1
WATERPROOFING MEMBRANE TO EXTEND UNDER DRAIN COLLAR
DRAIN COLLAR
SEALANT
DEPRESSED CONCRETE SLAB RE: STRUCT. DRAWINGS METAL DECK AT SECOND FLOOR SLAB RE: STRUCT. DRAWINGS UNDER DECK CLAMP
DESCRIPTION SYM
METAL DECK AT SECOND FLOOR SLAB RE: STRUCTURAL DRAWINGS UNDER DECK CLAMP
FLOOR DRAIN @ TILE
C4
SCALE: 3" = 1'-0"
FLOOR DRAIN @ EPOXY FLOOR
N
W
LTH O F EA
V
O
C3
SCALE: 3" = 1'-0"
FLOOR DRAIN RE: PLUMBING DRAWINGS
SCALE: 3" = 1'-0"
JAMIE M. DUBBE
NI A GI IR
C1
CONCRETE SLAB
FLOOR DRAIN RE: PLUMBING DRAWINGS
UNDER DECK CLAMP
FLOOR DRAIN
MORTAR
1/16" EPOXY FLOORING
M
METAL DECK AT SECOND FLOOR SLAB RE: STRUCTURAL DRAWINGS
FLUSH
SEEPAGE OPENINGS
COM
FLOOR DRAIN RE: PLUMBING DRAWINGS
SETTING BED
ADJUSTABLE STRAINER HEAD
RE: STRUCT. DRAWINGS
RE: STRUCT. DRAWINGS
VARIES
CONCRETE SLAB
WATERPROOFING MEMBRANE
D
VARIES
SEEPAGE OPENINGS
PERIMETER GROUT TO MATCH ADJACENT CONCRETE
SEALANT AT FULL PERIMETER FINISH FLOOR SLOPED TO FLOOR DRAIN
RE: STRUCT. DRAWINGS
ADJUSTABLE STRAINER HEAD
ADJUSTABLE STRAINER HEAD SEEPAGE OPENINGS
VARIES
D
Lic. No.014772
IT
C
EC T SEAL
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
A/E INFO APPROVED
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
SATISFACTORY TO DATE DES
DRW
JMD
CHK
ABC
EV
PROJECT MANAGER IPT TECH. BRANCH HEAD
LAS 02/16/16
GRAPHIC SCALE:
SCALE: EPROJECT NO.
0'
3"
6"
9"
DETAILS
B P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
NAVAL STATION NORFOLK
VIRGINIA BEACH, VIRGNIA NAS OCEANA-DAM NECK ANNEX
REVDATE: 2/14/2016 4:32:18 PM
A
IPT-HAMPTON ROADS
NAVAL FACILITIES ENGINEERING COMMAND
B
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
CHIEF ENG/ARCH
DEPARTMENT OF THE NAVY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
AR CH
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119
3" =1'-0"
NAVFAC DRAWING NO.
12712875 SHEET
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296
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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
DATE
8 3/4" FLUID APPLIED VAPOR BARRIER
8" CMU BOND BEAM
FLASHING WITH WEEPS @ 32" O.C.
CONT SEALANT FULL PERIMETER
BENT STEEL PLATE, RE: STRUCTURAL
THRU WALL FLASHING
CONT. SEALANT
HM FRAME, GROUT SOLID
GLAZING STOP 5"
5"
C2
SCALE: 1 1/2" = 1'-0"
SEALANT BOTH SIDES
HM FRAME, GROUT SOLID
CONTINUOUS SEALANT, FULL PERIMETER
GLASS AS SCHEDULED
8 3/4"
8 3/4"
DOOR HEAD
FOR ABOVE PARTITION CONTINUATION , SEE PARTITION TYPES 8" CMU BOND BEAM
CONCRETE PLATFORM, RE: STRUCTURAL
SEALANT
HM FRAME, GROUT SOLID
FINISH FLOOR - SEE ROOM FINISH SCHEDULE
DRAINAGE TRENCH
CONT. SEALANT
STEEL ANGLE RE: STRUCT DWGS
C1
GALVANIZED CHECKERED PLATE
CAVITY DRAINAGE MATERIAL
STEEL ANGLE RE: STRUCT DWGS
D
GLAZING STOP
8" CMU BOND BEAM
8 3/4"
DOOR / SIDELIGHT HEAD - 100
C3
SCALE: 1 1/2" = 1'-0"
DOOR / SIDELIGHT HEAD - 100
C5
SCALE: 1 1/2" = 1'-0"
DOOR HEAD - 8" CMU SCALE: 1 1/2" = 1'-0"
6"
5"
'L' STRAP @ 24" O.C.
METAL THRESHOLD
3 1/2"
RIGID INSULATION TO ACHIEVE R12 MIN
7 5/8"
FLUID APPLIED VAPOR BARRIER
'L' STRAP @ 24" O.C.
SHIM AS REQUIRED
RIGID INSULATION TO ACHIEVE R12 MIN
GALVANIZED CHECKERED PLATE
SCHEDULED WALL BEYOND
JAMB ANCHOR (3 PER JAMB)
FINISH FLOOR - SEE ROOM FINISH SCHEDULE
SEALANT
BENT STEEL PLATE, RE: STRUCTURAL
GROUT SOLID
B4
CONCRETE PLATFORM, RE: STRUCTURAL
JAMB ANCHOR (3 PER JAMB)
O M COM
2"
GROUT SOLID
JAMIE M. DUBBE
Lic. No.014772 AR CH
IT
C
EC T SEAL
8" CMU
HM FRAME, GROUT SOLID
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
SEALANT BOTH SIDES
A/E INFO APPROVED
PARTITION TYPE AS SCHEDULED
5/8" GYP BD
DRAINAGE TRENCH
V
FLUID APPLIED VAPOR BARRIER
GROUT SOLID
8 3/4"
EDGE OF PRECAST BEYOND, CHAMFER
AIR SPACE
FOR COMMANDER NAVFAC / B.L.T.L.
DOOR JAM - 205
B5
SCALE: 1 1/2" = 1'-0"
ACTIVITY
DOOR JAMB - 8" CMU SCALE: 1 1/2" = 1'-0"
OVERHEAD COILING DOOR SEE DOOR. SCHED.
BULL NOSE EDGE
BOTTOM BAR & SEAL
SATISFACTORY TO DATE DES
DRW
JMD
CRH
CHK
EV
PROJECT MANAGER IPT TECH. BRANCH HEAD
LAS 02/16/16
'L' STRAP @ 24" O.C.
GLASS AS SCHEDULED
AIR SPACE
SEALANT, FULL PERIMETER
RIGID INSULATION TO ACHIEVE R12 MIN
8 3/4"
FLUID APPLIED VAPOR BARRIER
'L' STRAP @ 24" O.C.
RIGID INSULATION
AIR SPACE RIGID INSULATION (R12)
CAVITY DRAINAGE MATERIAL
PTD GALV STL CHANNEL 10" x 2.5"
FLUID APPLIED VAPOR BARRIER
THRU WALL FLASHING WITH WEEPS @ 32" O.C. 2"
CONT. SEALANT
GLAZING STOP PARTITION AS SCHEDULED
JAMB ANCHOR (3 PER JAMB)
A1
2 1/2"
4" SPLIT FACE CMU
SPLIT FACE CMU, RETURN AT JAMB WITH CORNER UNIT
COILING GRILLE HOOD
STEEL ANGLE RE: STRUCT DWGS 8" CMU BOND BEAM
DOOR/ SIDELIGHT JAMB -100 SCALE: 1 1/2" = 1'-0"
A2
STEEL ANGLE
ANCHOR BOLTS
E-GUIDE COILING DOOR JAMB SYSTEM
DOOR HEAD - COILING DOOR
A3
SCALE: 1 1/2" = 1'-0"
A4
EDGE OF RECESS EMBEDDED EDGE ANGLE BELOW
OVERHEAD COILING DOOR SILL DETAIL SCALE: 3" = 1'-0"
GRAPHIC SCALE:
VIRGINIA BEACH, VIRGNIA
SCALE: EPROJECT NO.
0'
DOOR JAMB - EXTERIOR WALL
4"
8"
1'-4"
P-603 - DOOR DETAILS
SHIM AS REQUIRED
ANCHOR BOLTS
FLUID APPLIED VAPOR BARRIER
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
HM FRAME, GROUT SOLID
7 5/8"
CONC SLAB
B
NAS OCEANA-DAM NECK ANNEX
SPLITFACE CMU, RETURN AT JAMB WITH CORNER UNIT
STEEL ANGLE BEYOND
3"
SEALANT, FULL PERIMETER
3 5/8" 3 1/2"
1/8" / 12" SLOPE
10"
PRECAST SHAPE BELOW
3"
FINISH FLOOR SEE SCHED.
NAVAL STATION NORFOLK
10" H X 123 L" LAMINATED RUBBER DOCK BUMPER
IPT-HAMPTON ROADS
SCALE: 1 1/2" = 1'-0"
NAVAL FACILITIES ENGINEERING COMMAND
B2
SCALE: 1 1/2" = 1'-0"
4 1/2"
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
DOOR THRESHOLD - EXTERIOR, 8 SIM
DEPARTMENT OF THE NAVY
B1
DOOR JAMB - 107B OPP, 8 SIM
EMBEDDED ANGLE COORD LOCATION W/ OVERHEAD DOOR
1/2"
B
DOOR HT. RE: DOOR SCHED
CHIEF ENG/ARCH
A REVDATE: 2/14/2016 4:32:22 PM
DOOR - SEE DOOR SCHEDULE
HM FRAME
LTH O F EA
8 3/4"
SPLIT FACE CMU RETURN AT JAMB, WITH CORNER UNIT
BACKER ROD AND SEALANT BOTH SIDES
HOLLOW METAL FRAME
5"
PRECAST CONCRETE, RETURN AT JAMBS
1' - 5 1/8"
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
BACKER ROD AND SEALANT BOTH SIDES SHIM AS REQUIRED
AIR SPACE
MASONRY JAMB ANCHORS (3 PER JAMB)
8 3/4"
1 1/4" CHAMFER AT DOOR JAMBS
C
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
HM FRAME
PRECAST BELOW
BACKER ROD AND SEALANT
N
W
NI A GI IR
SPLIT FACE CMU, RETURN AT JAMB WITH CORNER UNIT
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119
1 1/2" =1'-0"
NAVFAC DRAWING NO.
0'
SCALE: 1 1/2" = 1'-0" 3" =1'-0"
3"
6"
9"
12712876 SHEET
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DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
CAVITY DRAINAGE MATERIAL
GLASS AS SCHEDULED
HM FRAME, GROUT SOLID
DESCRIPTION
RIGID INSULATION (R12)
PARTITION AS SCHEDULED
RIGID INSULATION (R12)
PARTITION TYPE AS SCHEDULED
4"
D
PRECAST BEYOND
SYM
4" SPLIT FACE CMU WITH AIR SPACE
SCHEDULED WALL BEYOND
4"
PRECAST PILASTER MANUF PROVIDED CONNECTIONS
4"
FLUID APPLIED VAPOR BARRIER
5/8" GYP BD
5/8" GWB ON 7/8" FURRING, FINISH TO MACH EXISTING
BATT INSULATION SEALANT TYP. AT FULL PERIMETER ON BOTH SIDES
STEEL LINTELS 8 x 6 x 1/2. SEALANT
WD SHIM
5
1 LAYER OF GYP BD ON ONE SIDE AND 2 LAYERS OF GYP BD ON THE OTHER SIDE
BATT INSULATION AS SCHEDULED
3 5/8" MTL STUDS @ 16" O.C. DOUBLE 3 5/8" MTL STUDS
SEALANT TYP. AT FULL PERIMETER ON BOTH SIDES
RE: PARTITION TYPES
DOUBLE 3 5/8" MTL STUDS
3 5/8" MTL RUNNER
7/8" MTL FURRING
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
WALL AS SCHEDULED
4"
GWB CORNER BEAD
3 5/8" MTL RUNNER
D
5/8" GWB CONTINUOUS EXTRUDED FRAME AND FLEXIBLE GASKET
DOOR AS SCHEDULED 8 3/4"
HM FRAME
9 3/4"
DOOR HEAD
D2
SCALE: 1 1/2" = 1'-0"
HM FRAME INSULATED AS INDICATED ON DOOR SCHEDULE
GYP BD, PAINT TO MATCH EXISTING CORRIDOR
3"
DOOR HEAD
6 1/2"
DOOR HEAD - 204
D3
SCALE: 1 1/2" = 1'-0"
HM FRAME INSULATED AS INDICATED ON DOOR SCHEDULE
D4
SCALE: 1 1/2" = 1'-0"
5 3/4" DESCRIPTION
HM FRAME
SYM
GROUT SOLID
D1
EXIST EXT WALL
8" CMU BOND BEAM
4"
D
INSULATING JT FILLER
WIRE MESH
8" CMU BOND BEAM
BACKER ROD AND SEALANT BOTH SIDES
4
2"
7/8" HAT CHANNEL
3
DATE
2
2"
1
DOOR HEAD SCALE: 1 1/2" = 1'-0"
2" HM FRAME
MASONRY JAMB ANCHORS (3 PER JAMB)
8" CMU
2"
WIRE MESH
JAMB ANCHORS (3 PER JAMB)
SEALANT TYP. AT FULL PERIMETER ON BOTH SIDES
JAMB ANCHORS (3 PER JAMB)
DOUBLE 3 5/8" MTL STUDS
N
LTH O F EA
V
DOUBLE 3 5/8" MTL STUDS
JAMIE M. DUBBE
INSULATING JOINT FILLER
AR CH
IT
C
EC T SEAL
7/8" MTL FURRING
HM FRAME GROUT SOLID
HM FRAME INSULATED AS INDICATED ON DOOR FRAME
5/8" GYP BD, PAINT TO MATCH EXISTING FINISH
BACKER ROD AND SEALANT BOTH SIDES
BATT INSULATION
BATT INSULATION AS SCHEDULED
HM FRAME
5/8" GYP BD THREE LAYERS
RE: PARTITION TYPES
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
CORNER GUARD 7/8" METAL FURRING
C1
DOOR JAMB
C2
SCALE: 1 1/2" = 1'-0"
DOOR JAMB
DOOR JAMB - 204
C3
SCALE: 1 1/2" = 1'-0"
C4
SCALE: 1 1/2" = 1'-0"
DOOR JAMB - 3 5/8" STUDS W/ GWB SCALE: 1 1/2" = 1'-0"
A/E INFO APPROVED
B2
DOOR SILL
THRESHOLD
INSULATING JOINT FILLER
SEALANT
SCALE: 1 1/2" = 1'-0"
FINISH AS SCHEDULED
CONTINUOUS FIRE SEALANT BOTH SIDES w/ FIRE PROOF COMPRESSIBLE FILLER FINISH AS SCHEDULED
FINISH FLOOR SEE: ROOM FINISH SCHEDULE
PEDESTAL HEAD SUPPORT BASE PEDESTAL BASE, MECHANICALLY ANCHORED
RE: PARTITION TYPES
HOLLOW METAL FRAME
DOOR RE: DOOR SCHEDULE FINISH FLOOR RE: ROOM FINISH SCHEDULE
SEALANT
ACCESS PANEL ON METAL STRINGER
CUT PANELS TO WITHIN 1/16" OF WALL
SUPPORT BASE
SUPPORT BASE
STEEL BASE PLATE, MECHANICALLY ANCHORED
SEAL AT SLAB LINE BOTH SIDES
A4
DOOR SILL SCALE: 3" = 1'-0"
DEPARTMENT OF THE NAVY
PEDESTAL HEAD
WALL EXTENDS TO CONCRETE SLAB
GRAPHIC SCALE:
SCALE: EPROJECT NO.
A1
DOOR SILL
A3
SCALE: 3" = 1'-0"
DOOR SILL - 106A
CONCRETE SLAB
0'
4"
LAS 02/16/16
8"
1'-4"
B
P-603 - DOOR DETAILS
DOOR SEE DOOR SCHEDULE EXISTING BUILDING SLAB
EV
CHIEF ENG/ARCH
ACCESS PANEL
HOLLOW METAL FRAME
CHK
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
6 1/2"
EXISTING FLR TO REMAIN
CRH
IPT TECH. BRANCH HEAD
VIRGINIA BEACH, VIRGNIA
FINISH AS SCHEDULED
DRW
JMD
NAS OCEANA-DAM NECK ANNEX
FLR TO COMPLIMENT ADJACENT EXISTING
FLR FINISH AS SCHED
DES
PROJECT MANAGER
NAVAL STATION NORFOLK
THRESHOLD
SATISFACTORY TO DATE
IPT-HAMPTON ROADS
WALL BASE, TO MATCH EXISTING CORRIDOR
DOOR SEE DOOR SCHEDULE
ACTIVITY
NAVAL FACILITIES ENGINEERING COMMAND
DOOR AS SCHED
CORNER GUARD
HOLLOW METAL FRAME
FOR COMMANDER NAVFAC / B.L.T.L.
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
HM FRAME BEYOND
5 3/4" DOOR HEIGHT SEE DOOR SCHEDULE
9 3/4"
GYP BD WALL BEYOND, PAINT TO MATCH EXISTING CORRIDOR
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119
1 1/2" =1'-0"
NAVFAC DRAWING NO.
0'
SCALE: 3" = 1'-0"
3" =1'-0"
3"
6"
9"
12712877 SHEET
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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
5 3/4"
6 1/2"
8 3/4"
Lic. No.014772
CONT EXTRUDED FRAME AND FLEXIBLE GASKET
B
A
W
O
5/8" GYP BD
2"
M
8" CMU
9 3/4"
7/8" HAT CHANNEL
SEALANT TYP. AT FULL PERIMETER ON BOTH SIDES
EXISTING EXT WALL
DOOR HEIGHT SEE DOOR SCHEDULE
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
WALL AS SCHEDULED
NI A GI IR
MASONRY JAMB ANCHORS (3 PER JAMB)
REVDATE: 2/14/2016 4:32:26 PM
HM DR
GWB CORNER BEAD
COM
2"
BACKER ROD AND SEALANT BOTH SIDES
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
9"
SEE DOOR SCHEDULE CONTINUOUS ACOUSTIC SEALANT BOTH SIDES w/ COMPRESSIBLE FILLER
C2
SCALE: 1 1/2" = 1'-0"
DATE
HOLLOW METAL FRAME
D
SEE DOOR SCHEDULE ACCESS FLOOR SYSTEM
FINISH FLOOR - SEE ROOM FINISH SCHEDULE
2 LAYERS GYP BD ONE SIDE 1 LAYER GYP BD OTHER SIDE
C3
SCALE: 1 1/2" = 1'-0"
DOOR FRAME (SILL)
LTH O F EA
V
O
DOOR SILL - 204
N
W
SCALE: 1 1/2" = 1'-0"
JAMIE M. DUBBE
NI A GI IR
DOOR FRAME (SILL)
5/8" GYP BD ON 7/8" METAL FURRING BEYOND
SYM
WIRE MESH, SEE PARTITION TYPES FOR DETAIL
C1
1 1/2"
DESCRIPTION
ACCESS FLOOR SYSTEM
8 3/4"
M
SEE DOOR SCHEDULE
AUTOMATIC DOOR BOTTOM (WHERE OCCURS)
HOLLOW METAL FRAME
COM
HOLLOW METAL FRAME
ACOUSTICAL ASSEMBLY MANUF. STANDARD THRESHOLD
DOOR HEIGHT SEE SCHED.
5 7/8"
DOOR HEIGHT SEE SCHED.
D
6 3/4"
ACOUSTICAL DOOR SEAL
DOOR HEIGHT SEE SCHED.
AUTOMATIC DOOR BOTTOM (WHERE OCCURS)
Lic. No.014772
IT
C
EC T
4" SPLIT FACE CMU
SEAL
HOLLOW METAL FRAME 8 3/4"
DOOR - SEE DOOR SCHEDULE
9 1/4"
METAL THRESHOLD STEEL CHANNEL
CONTINUOUS VAPOR BARRIER
RIGID INSULATION TO ACHIEVE R12 MIN
8" CMU BOND BEAM
CAVITY DRAINAGE MATERIAL
PARTITION AS SCHEDULED
EXTERIOR STAIR METAL DECK
AIR SPACE
EXTEND SCHEDULED FLOOR FINISH TO THRESHOLD
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
CONTINUOUS SEALANT FULL PERIMETER
FLASHING WITH WEEPS @ 32" O.C.
A/E INFO APPROVED
SHIM AS REQUIRED
CONT. SEALANT FOR COMMANDER NAVFAC / B.L.T.L.
HM FRAME
ACTIVITY
ACCESS FLOOR SYSTEM, AS SPECIFIED
SCALE: 1 1/2" = 1'-0"
REVDATE: 2/14/2016 4:32:28 PM
A GRAPHIC SCALE: 0'
4"
8"
SCALE: EPROJECT NO.
1'-4"
B
P-603 - DOOR DETAILS
DOOR HEAD - 111B, 107B
VIRGINIA BEACH, VIRGNIA
B2
8 3/4"
EV
LAS 02/16/16
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
SCALE: 1 1/2" = 1'-0"
5"
DEPARTMENT OF THE NAVY
B1
DOOR SILL - 205
HM FRAME, GROUT SOLID
NAS OCEANA-DAM NECK ANNEX
6" PRECAST SHAPE
8X8X1/2 STL ANGLE
CONTINUOUS SEALANT FULL PERIMETER
NAVAL STATION NORFOLK
FLOOR SLAB, SEE STRUCT.
CHK
CHIEF ENG/ARCH
LOUVER, AS SCHED.
METAL STRINGER BEYOND
CRH
IPT TECH. BRANCH HEAD
IPT-HAMPTON ROADS
6"
DRW
JMD
PROJECT MANAGER
NAVAL FACILITIES ENGINEERING COMMAND
STRAP ANCHOR
B
DES
ATTACH AT JAMBS WITH CLIP ANGLES PER MANUFACTURER INSTRUCTIONS
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
1' - 6"
CONCRETE, SEE STRUCT.
SATISFACTORY TO DATE
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119
1 1/2" =1'-0"
NAVFAC DRAWING NO.
12712878 SHEET
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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
AR CH
8 1/2"
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
DATE
APPR
1
2' - 1" 2' - 1"
2' - 0"
3"
DESCRIPTION SYM
W
LTH O F EA
V
M
O
N
COM
BASE RE: ROOM FINISH SCHEDULE
FINISHED FLOOR RE: ROOM FINISH SCHEDULE
FINISHED FLOOR RE: ROOM FINISH SCHEDULE
5 1/2"
CABINET INTERIOR, SHELVES, AND DRAWER ASSEMBLIES: MELAMINE
4"
BASE RE: ROOM FINISH SCHEDULE
1 1/2"
4"
2' - 10"
CABINET FINISH END: PLASTIC LAMINATE
JAMIE M. DUBBE
Lic. No.014772
FINISHED FLOOR RE: ROOM FINISH SCHEDULE
AR CH
IT
C
EC T SEAL
CASEWORK SECTION BASE CABINET
C2
A-402 SCALE: 1 1/2" = 1'-0"
CASEWORK SECTION BASE CABINET
C4
A-402 SCALE: 1 1/2" = 1'-0"
CASEWORK SECTION BASE CABINET
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
A-403 SCALE: 1 1/2" = 1'-0"
A/E INFO APPROVED
2' - 0"
FOR COMMANDER NAVFAC / B.L.T.L.
2' - 1"
4"
MCO
CHK
EV
LAS 02/16/16
A2
FINISHED FLOOR RE: ROOM FINISH SCHEDULE
CASEWORK SECTION BASE CABINET
REVDATE: 2/14/2016 4:32:31 PM
A-403 SCALE: 1 1/2" = 1'-0"
SCALE:
GRAPHIC SCALE:
EPROJECT NO.
P-603 - MILLWORK DETAILS
3"
2' - 0"
B P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
BASE RE: ROOM FINISH SCHEDULE
VIRGINIA BEACH, VIRGNIA
DRAWER ASSEMBLY
CABINET INTERIOR, AND DRAWER ASSEMBLIES: MELAMINE
NAS OCEANA-DAM NECK ANNEX
DRAWER ASSEMBLY
IN-WALL BLOCKING AS REQUIRED
NAVAL STATION NORFOLK
DRAWER FRONTS: 3/4" SUBSTRATE W/ PLASTIC LAMINATE
IPT-HAMPTON ROADS
DRAWER ASSEMBLY
2' - 10"
1' - 6"
NOTE: DASHED LINE REPRESENTS MINIMAL ACCESSIBLE CLEARANCE REQUIRED 2" x 3" x 1/4" STL TUBE IN FLANKING WALLS, WELDED TO 1/4" STL PLATE, ANCHORED TO SLAB WITH 1/4" STL BOLTS
A-402 SCALE: 1 1/2" = 1'-0"
NAVAL FACILITIES ENGINEERING COMMAND
1/2" SUBSTRATE W/ PLASTIC LAMINATE REMOVABLE PANEL - HANG PANEL AS SHOWN W/ STRAP HOOKS OVER MARINE GRADE BLOCKING SPANNING BETWEEN VERTICAL SUPPORTS - PROVIDE 1/4" GAP BETWEEN PANELS CENTERED ON INTERMEDIATE SUPPORTS - COORDINATE CLEARANCE AT TOP OF PANEL WITH BOTTOM OF SINK BOWL 3/4" MARINE GRADE PLYWOOD VERTICAL SUPPORT CENTERED BETWEEN EACH SINK AND AT EACH END OF COUNTER - PLASTIC LAMINATE FINISH ON ALL EDGES IN-WALL BLOCKING AS REQUIRED
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
DRAWER ASSEMBLY
1 1/2"
T-MOLD EDGE BANDING TO MATCH LAMINATE DRAWER PULL
5 1/2"
CONTINUOUS 2" X 3" X 1/4" STL TUBE, WELDED TO SAME SIZED STL TUBING EMBEDDED IN FLANKING WALLS
SECTION @ LAVATORY
DRW
MCO
CHIEF ENG/ARCH
FINISHED FLOOR - RE: ROOM FINISH SCHEDULE
A1
DES
PROJECT MANAGER
DEPARTMENT OF THE NAVY
BASE AS SCHEDULED
SATISFACTORY TO DATE
IPT TECH. BRANCH HEAD
3 EQ. DRAWERS
15.00°
COUNTER TOP: 3/4" MARINE GRADE SUBSTRATE, 1/2" SOLID SURFACE W/ TURNDOWN, BACK AND SIDESPLASH (WHERE APPLICABLE)
COUNTER TOP: PLASTIC LAMINATE W/ BACKSPLASH, PROVIDE END SPLASH WHERE APPLICABLE
4"
6"
1 1/2"
4"
SOLID SURFACE UNDERMOUNT SINK BOWL - RE: SPEC 06 61 16
9" (8" MIN)
10"
2' - 10" MAX
ACTIVITY
FAUCET - RE: PLUMBING
1 1/4"
B
A
DOOR AND DRAWER FRONTS: 3/4" SUBSTRATE W/ PLASTIC LAMINATE
A
AS NOTED 1344924
CONSTR. CONTR. NO.
0' 1 1/2" =1'-0"
4"
8"
N40085-16-R-6119
1'-4"
NAVFAC DRAWING NO.
12712879 SHEET
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C1
TO TOP OF SINK RIM OR COUNTER
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
2' - 0"
ADJUSTABLE SHELF SUPPORT SYSTEM
NI A GI IR
3"
IN-WALL BLOCKING AS REQUIRED DOOR PULL
UNDERCOUNTER APPLIANCE (NIC)
CABINET INTERIOR: MELAMINE
C
1' - 6"
ELECTRICAL OUTLET RE: ELECTRICAL
IN-WALL BLOCKING AS REQUIRED
T-MOLD EDGE BANDING TO MATCH LAMINATE DRAWER PULL
DRAWER ASSEMBLY
2' - 10"
SOLID SURFACE UNDERMOUNT SINK RE: SPEC 06 61 16 DOOR AND DRAWER FRONTS: 3/4" SUBSTRATE W/ PLASTIC LAMINATE
D
COUNTER TOP: PLASTIC LAMINATE W/ BACKSPLASH, PROVIDE END SPLASH WHERE APPLICABLE
IN-WALL BLOCKING AS REQUIRED
DOOR PULL
BASE RE: ROOM FINISH SCHEDULE
1 1/2"
4"
WALL CLEAT
1 1/2"
FIXED DRAWER FRONT, NO HARDWARE
5 1/2"
4"
COUNTER TOP: 1/2" SOLID SURFACE W/ TURNDOWN EDGE AND BACKSPLASH, PROVIDE END SPLASH WHERE APPLICABLE
COUNTER TOP: 1/2" SOLID SURFACE W/ TURNDOWN EDGE AND BACKSPLASH, PROVIDE END SPLASH WHERE APPLICABLE
4"
D
2' - 1"
4"
FAUCET - RE: PLUMBING
5 1' - 3"
COUNTER TOP: 1/2" SOLID SURFACE W/ TURNDOWN EDGE AND BACKSPLASH, PROVIDE END SPLASH WHERE APPLICABLE
2' - 10"
DESCRIPTION
O
3/4" REVEAL
DOOR PULL FOR COMMANDER NAVFAC / B.L.T.L.
EXPOSED CABINET: PLASTIC LAMINATE
ACTIVITY
SCRIBE TO WALL
SATISFACTORY TO DATE
IN-WALL BLOCKING AS REQUIRED BACKSPLASH FINISHED WALL SURFACE RE: INTERIOR ELEVATIONS
A-404 SCALE: 1 1/2" = 1'-0"
A-404 SCALE: 1 1/2" = 1'-0"
1"X4" CHERRY CHAIR RAIL W/ 1/4" BEVELED EDGES
3 1/2"
1 1/2"
CONTINUOUS ALUMINUM RETAINER .070"
DOOR PULL
VINYL COVER .080"
1/2" CHERRY VENEER PLYWOOD
1 1/2"
3 2"
2' - 10"
7 1/2"
IN-WALL BLOCKING AS REQUIRED 6" W, ADJUSTABLE STAPLE HASP ADJUSTABLE SHELF SUPPORT SYSTEM
FACE OF FINISHED WALL RE: FINISH SCHEDULE AND PARTITION TYPES
DOOR AND DRAWER FRONTS: 3/4" SUBSTRATE W/ PLASTIC LAMINATE
FEATHERED JOINT COMPOUND
5/8"X2" CROSS RAIL WITH 1/4" BEVELED EDGES
CABINET INTERIOR, SHELVES, AND DRAWER ASSEMBLIES: MELAMINE
3 1/2"
2' - 0"
3"
5/8"X2" CROSS RAIL WITH 1/4" BEVELED EDGES
WALL SUBSTRATE RE: PARTITION TYPES
4"
BASE RE: ROOM FINISH SCHEDULE FINISHED FLOOR RE: ROOM FINISH SCHEDULE
1"X4" CHERRY BASE MOULDING W/ 1/4" BEVELED EDGES
GRAPHIC SCALE:
SCALE:
0"
1 1/2"
CASEWORK SECTION BASE CABINET
A-404 SCALE: 1 1/2" = 1'-0"
1
2
A2
SECTION @ CORNER GUARD (CG-1) SCALE: 6" = 1'-0"
A4
SECTION @ WAINSCOT
A-404 SCALE: 3" = 1'-0"
3
4
6"
6" = 1'-0"
EPROJECT NO.
A
AS NOTED 1344924
CONSTR. CONTR. NO.
0' A1
3"
B
P-603 - MILWORK DETAILS
CASEWORK SECTION UPPER CABINET
CASEWORK SECTION BASE CABINET
EV
LAS 02/16/16
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
1' - 6"
B2
CHK
CHIEF ENG/ARCH
DEPARTMENT OF THE NAVY
DRAWER PULL
5 1/2"
COUNTER TOP: 1/2" SOLID SURFACE W/ TURNDOWN EDGE AND BACKSPLASH, PROVIDE END SPLASH WHERE APPLICABLE
MCO
IPT TECH. BRANCH HEAD
VIRGINIA BEACH, VIRGNIA
B4
DRW
MCO
NAS OCEANA-DAM NECK ANNEX
FINISHED FLOOR RE: ROOM FINISH SCHEDULE
DES
PROJECT MANAGER
NAVAL STATION NORFOLK
3"
A/E INFO APPROVED
NAVAL FACILITIES ENGINEERING COMMAND
BASE RE: ROOM FINISH SCHEDULE
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
1' - 8"
1 1/2"
DOOR FRONT: PLASTIC LAMINATE CABINET INTERIOR, SHELVES, AND DRAWER ASSEMBLIES: MELAMINE
IT
C
EC T SEAL
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
2"
DRAWER ASSEMBLY
AR CH
2' - 1"
DRAWER ASSEMBLY
JAMIE M. DUBBE
GYP BD SOFFIT TRIM: PLASTIC LAMINATE
CABINET INTERIOR, AND DRAWER ASSEMBLIES: MELAMINE
BACKSPLASH FINISHED WALL SURFACE RE: INTERIOR ELEVATIONS A-404 SCALE: 1 1/2" = 1'-0"
V
ADJUSTABLE SHELF SUPPORT SYSTEM 3 EQ. DRAWERS
DRAWER FRONTS: 3/4" SUBSTRATE W/ PLASTIC LAMINATE
DRAWER ASSEMBLY
2' - 0"
LTH O F EA
3"
6"
N40085-16-R-6119
9"
NAVFAC DRAWING NO.
3" =1'-0"
12712880
0'
4"
1 1/2" =1'-0"
8"
1'-4"
SHEET
114
OF
296
A-592
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
1' - 1"
IN-WALL BLOCKING AS REQUIRED
DRAWER ASSEMBLY
CASEWORK SECTION UPPER CABINET
5 1/2"
DRAWER PULL
1' - 6"
A REVDATE: 2/14/2016 4:32:35 PM
DRAWER ASSEMBLY
EXPOSED CABINET: PLASTIC LAMINATE SCRIBE TO WALL
W
Lic. No.014772
COUNTER TOP: 1/2" SOLID SURFACE W/ TURNDOWN EDGE AND BACKSPLASH, PROVIDE END SPLASH WHERE APPLICABLE
DOOR PULL
B1
CASEWORK SECTION 15" UPPER
2' - 1"
2' - 8"
IN-WALL BLOCKING AS REQUIRED
N
A-404 SCALE: 1 1/2" = 1'-0"
ADJUSTABLE SHELF SUPPORT SYSTEM CABINET INTERIOR AND SHELVES: MELAMINE
C4
A-404 SCALE: 1 1/2" = 1'-0"
DOOR FRONT: PLASTIC LAMINATE
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
B
CASEWORK SECTION BASE CABINET
3/4" REVEAL
C
C2
FINISHED FLOOR RE: ROOM FINISH SCHEDULE
NI A GI IR
GYP BD SOFFIT TRIM: PLASTIC LAMINATE
EXPOSED CABINET: PLASTIC LAMINATE SCRIBE TO WALL BACKSPLASH FINISHED WALL SURFACE RE: INTERIOR ELEVATIONS
IPT-HAMPTON ROADS
A-403 SCALE: 1 1/2" = 1'-0"
1' - 1"
3"
2' - 0"
1' - 11"
M
CASEWORK SECTION COUNTER TOP
MICROWAVE (NIC)
4"
C1
BASE RE: ROOM FINISH SCHEDULE
NOTE: ADJUST THE DIMENSIONED HEIGHT(S) OF ANY CONTIGUOUS CASEWORK TO ALIGN WITH THIS SECTION
COM
FINISHED FLOOR RE: ROOM FINISH SCHEDULE
EXPOSED CABINET: PLASTIC LAMINATE
ELECTRICAL OUTLET 0° 45.0 RE: ELECTRICAL
D
2"
FINISHED WALL RE: ROOM FINISH SCHEDULE BASE RE: ROOM FINISH SCHEDULE
IN-WALL BLOCKING AS REQUIRED
4"
IN-WALL BLOCKING AS REQUIRED
2' - 8 1/4" MAX
2' - 5"
DOOR AND DRAWER FRONTS: 3/4" SUBSTRATE W/ PLASTIC LAMINATE ELECTRICAL OUTLET RE: ELECTRICAL GARBAGE DISPOSER RE: PLUMBING IN-WALL BLOCKING AS REQUIRED CABINET INTERIOR: MELAMINE
CABINET INTERIOR: MELAMINE DOOR PULL LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 2'-10" MAXIMUM ABOVE THE FINISHED FLOOR
DOOR PULL
2" X 1/4" CHROMED STEEL BRACKETS @ 32" O.C. W/ 2 1/4" ANCHORS PER BRACKET
DOOR FRONT: PLASTIC LAMINATE
SYM
FIXED DRAWER FRONT, NO HARDWARE UNDERMOUNT STAINLESS SINK RE: PLUMBING
3/4" PLYWOOD SUB-TOP 2" X 2" X 1/8" STEEL ANGLE SUPPORT CONT. BETWEEN BRACKETS, SCREW TO METAL STUDS, PAINT TO MATCH WALL
D
GYP BD SOFFIT TRIM: PLASTIC LAMINATE
FAUCET - RE: PLUMBING
1 1/2"
4"
2" DIAMETER GROMMET COUNTER TOP: PLASTIC LAMINATE W/ BACKSPLASH, PROVIDE END SPLASH WHERE APPLICABLE T-MOLD EDGE BANDING TO MATCH LAMINATE
DATE
2' - 1"
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
4
3/4" REVEAL
3
2' - 8"
2
1' - 2"
1
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
PA-1 / WS-1 PA-1 / TLC-1
MATERIAL
DESCRIPTION
BASIS OF DESIGN OR EQUIVALENT MODEL NUMBER PRODUCT NUMBER MANUF.
COLOR
JOHNSONITE
-
-
29 MOON ROCK
ACOUSTICAL CEILING TILE 24" x 24" ACOUSTICAL CEILING INTEGRATED SYSTEM: 24" x 60" PLANK AND 12" X 60" CHANNELL EXPOSED GYPSUM BOARD
USG USG
86985HRC -
WHITE WHITE
-
-
MARS CLIMAPLUS HIGH-NRC LOGIX INTEGRATED SYSTEM WITH MARS CLIMAPLUS HIGH-HRC TILES -
ACCESS FLOORING - EQUIPMENT SPACE
TATE
-
CONCOR 1250
AF-2
ACCESS FLOORING - OFFICE SPACE
TATE
-
CONCORE 1000
AF-3
ACCESS FLOORING - SOFT TILE
TATE
-
TATE TATE STATIC SMART SHAW CONTRACT SHAW CONTRACT STONHARD NEVAMAR MANNINGTON VPI JOHNSONITE DALTILE
59583 5T098 UTF MR6001FT -
SIGNATURE COMPOSITE BOARD PANEL WITH FACTORY LAMINATED SOFT TILE DIRECTIONAL PERF PANEL - 1250 CLEAR TILE LANDMARK CHROMA PLAIN WEAVE TILE STONTEC, 1/16" ESD LAMINATE COLORFIELDS THERMOSET RUBBER STATMATE SOLID COLOR WITH HAMMERED FINISH CITY VIEW
SEE SCHEDULE FOR FINISH AND LOCATIONS SEE SCHEDULE FOR FINISH AND LOCATIONS SEE SCHEDULE FOR FINISH AND LOCATIONS NIAGRA 83481 ENSEMBLE 99496 TRADITION CUSTOM COLOR XIV-TEC-18B GRAY MATRIX 884 CUMULUS 16 CLOUD 92 BLUE LAGOON CY06 SEASIDE BOARDWALK
CORNER GUARD - FLUSH MOUNTED
INPRO CORPORATION
150F
CORNER GUARD - SURFACE MOUNTED
INPRO CORPORATION
150BN
EXP GYP FLOORS AF-1
AF-4 AF-5 CPT-1 CPT-2 CPT-3 CS-1 EF-1 PLAM-1 RF-1 RF-2 RF-3 TLP-1 MISCELLANEOUS CG-1
RUBBER BASE
ACCESS FLOORING - DIRECTIONAL AIRFLOW PANEL ACCESS FLOORING - CLEAR TILE CARPET TILE - STATIC CONTROL, 24" X 24" CARPET TILE - OFFICES, 24" X 24" CARPET TILE - CONFERENCE ROOM, 24" X 24" SEALED CONCRETE EPOXY FLOORING HIGH-PRESSURE LAMINATE - STATIC DISAPATIVE RESILIENT FLOORING - RUBBER TILE, 24" X 24" RESILIENT FLOORING - ESD VINYL TILE, 24" X 24" RESILIENT FLOORING - RUBBER TILE, 24" X 24" PORCELAIN, 12" X 24"
5. 6. 7. 8. 9. 10. 11.
ACT-1 / GYP / PA-2 EXP 1.
12.
FINISH LEGEND REMARKS
BASE RB-1 CEILING ACT-1 ACT-2
GR-1 LK-1 PLAM-2 PLAM-3 PLAM-4 SG-1
GROUT - EPOXY LOCKERS, METAL HIGH-PRESSURE LAMINATE - BREAK ROOM HIGH-PRESSURE LAMINATE - RESTROOM HIGH-PRESSURE LAMINATE - WATCH-FLOOR SIGNAGE
LATICRETE PENCO FORMICA WILSONART FORMICA 290 SIGN SYSTEM
-
GS BIOBLEND NON-PVC, FLUSH-MOUNTED, HIGH-IMPACT CORNER GUARD, 3" WING BLUNOSE SURFACE MOUNT CORNER GUARD, 3" WING SPECTRALOCK PRO VANGUARD MODULAR
SSF-1 SSF-2
1/2" THICK SOLID SURFACE - RESTROOMS 1/2" THICK SOLID SURFACE - BREAK ROOMS
CORIAN CORIAN
-
TERRA COLLECTION TERRA COLLECTION
SSF-3 TPP-1
1/4" THICK SOLID SURFACE - SHOWER WALLS TOILET PARTITON - HDPE
CORIAN GLOBAL PARTITIONS
-
SOLID PLASTIC (HDPE)
WS-1
WOOD WAINSCOT
-
-
-
FLB EDGE FLB EDGE
-
MATERIAL WALLS AWP-1 PA-1 PA-2 PA-3 PA-4 PA-5 PE-1 PE-2 TLC-1 TLP-2 TLP-3
DESCRIPTION ACOUSTICAL WALL PANEL - TACKABLE FABRIC PAINT - ACRYLIC/LATEX - FIELD PAINT - ACRYLIC/LATEX - CEILING PAINT - ACRYLIC/LATEX - ACCENT PAINT - ACRYLIC/LATEX - ACCENT PAINT - ACRYLIC/LATEX - TRIM PAINT - EPOXY - FIELD PAINT - EPOXY - CEILING CERAMIC, 6" X 6" PORCELAIN - FIELD, 12" X 24" PORCELAIN - ACCENT, 4" X 24"
13.
BASIS OF DESIGN OR EQUIVALENT MODEL NUMBER PRODUCT NUMBER MANUF. MOMENTUM SHERWIN WILLIAMS SHERWIN WILLIAMS SHERWIN WILLIAMS SHERWIN WILLIAMS SHERWIN WILLIAMS SHERWIN WILLIAMS SHERWIN WILLIAMS DALTILE DALTILE DALTILE
-
COLOR
UNIVERSE MATTE PLAZA NOVA PLAZA NOVE
MICA SW7043 WORLDLY GRAY SW7005 PURE WHITE SW7605 GALE FORCE SW7045 INTELLECTUAL GRAY SW7019 GAUNTLET GRAY SW7043 WORLDLY GRAY SW7005 PURE WHITE 0790 ARCTIC WHITE WHITE IMAGE PN94 GRAY FOG PN98
REMARKS 14. 15. 16. 17. 18. 19. 20. 21.
22. 23.
PEPPERDUST 0119
24.
DATE DESCRIPTION SYM
4.
N
LTH O F EA
V
JAMIE M. DUBBE
Lic. No.014772 AR CH
IT
C
EC T SEAL
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
A/E INFO APPROVED
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
SATISFACTORY TO DATE DES
DRW
MCO
MCO
CHK
ERA
PROJECT MANAGER IPT TECH. BRANCH HEAD
LAS 02/16/16
CHIEF ENG/ARCH
PEPPERDUST 0119 STERLING SILVER 822 REGAL BLUE 5886-43 SORREL CHERRY 4877-38 GREY MESH 692-58 FOLKSTONE CELESTA 758 NAVY BLUE / 703 COOL GREY / 734 SEE A700 DARK GREY SERIES PLATINUM DOVE COUNTER TOP AND BACKSPLASH LINEN #9509 BLUE TO HAVE PRIVACY STRIPS CUSTOM FINISH MATCH ARCHITECTS SAMPLE; KRUG WOOD COLOR IMPERIAL CHERRY
W
B
SCALE: EPROJECT NO.
P-603 - ROOM FINISH SCHEDULE
PA-1 / WS-1 / PA-2 PA-1 / TLC-1
EXP EXP EXP EXP EXP ACT-1 / GYP / PA-2 2. ACT-1 ACT-1 / GYP / PA-2 2. EXP 1. ACT-1 ACT-1 ACT-1 ACT-1 ACT-1 ACT-2 / GYP / P-2 ACT-1 ACT-1 ACT-1 EXP
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
PA-1 / WS-1 PA-1
3.
D
VIRGINIA BEACH, VIRGNIA
PA-1 / WS-1 PA-1
2.
NAS OCEANA-DAM NECK ANNEX
PA-1 PA-1 PA-1 PA-1 PA-1 TLP-2 / TLP-3 / PE-1 PA-1 TLP-2 / TLP-3 / PE-1 PA-1 / TLC-1 PA-1 PA-1 PA-1 PA-1 PA-1 PA-1 PA-1 PA-1 PA-1 PA-1
2.
INSTALL CERAMIC TILE TO 4'-0" AFF, TWO WALLS ADJACENT TO MOP SINK. 1/4" THICK FULL HEIGHT SOLID SURFACE SHOWER WALLS, SSF-3.
REFER TO ROOM FINISH SCHEDULE FOR INTERIOR FINISH MATERIALS. BASIS OF DESIGN OR EQUIVALENT COLOR AND FINISH CODES ARE AS INDICATED. REFER TO SPECIFICATIONS FOR THE BASIS OF DESIGN OR EQUIVALENT MANUFACTURER TECHNICAL REQUIREMENTS. REFER TO ROOM FINISH SCHEDULE FOR FINISH ASSIGNMENTS BY LOCATION. REFER TO INTERIOR ELEVATIONS, REFLECTED CEILING DRAWINGS, FLOOR FINISH DRAWINGS, WALL FINISH DRAWINGS, ENLARGED PLAN DRAWINGS AND INTERIOR DETAIL DRAWINGS FOR ADDITIONAL FINISH PLACEMENT INFORMATION. REFER TO ELECTRICAL DRAWINGS, MECHANICAL DRAWINGS, STRUCTURAL DRAWINGS AND COMMUNICATION DRAWINGS FOR COORDINATION OF BUILDING FINISHES TO BUILDING SYSTEMS. REFER TO FINISH DRAWINGS FOR PLACEMENT OF FLOOR FINISHES, FLOOR PATTERNS AND FLOOR MATERIAL CHANGES. REFER TO FINISH DRAWINGS AND INTERIOR ELEVATIONS FOR WALL FINISH EXTENTS, CORNER GUARD LOCATIONS, SIGNAGE AND SPECIALTY WALL FINISH LOCATIONS. REFER TO FLOORING TRANSITION DETAILS FOR TRANSITIONS BETWEEN ADJOINING FLOORING MATERIALS. REFER TO REFLECTED CEILING DRAWINGS FOR CEILING HEIGHTS AND CEILING MATERIAL EXTENTS. REFER TO ACCESS FLOOR DRAWINGS FOR COORDINATION OF FLOOR FINISHES TO ACCESS FLOOR LOCATIONS. REFER TO ENLARGED TOILET DRAWINGS, WALL FINISH PLANS AND INTERIOR ELEVATIONS FOR PLACEMENT OF INTERIOR FINISHES IN TOILET/LOCKER ROOMS. REFER TO MILLWORK DETAIL DRAWINGS AND INTERIOR ELEVATIONS FOR ASSIGNMENT OF SOLID SURFACE AND PLASTIC LAMINATE FINISHES AND ADDITIONAL INFORMATION. REFER TO AND COORDINATE WITH FURNITURE DRAWINGS AND TYPICAL MOUNTING HEIGHTS DRAWING FOR WALL MOUNTING HEIGHTS OF FF&E, VISUAL DISPLAYS AND AUDIO VISUAL EQUIPMENT. PROVIDE BLOCKING AS REQUIRED TO SECURE ALL WALL MOUNTED ITEMS INCLUDING TOILET FIXTURES, TOILET ACCESSORIES, TOILET PARTITIONS, MILLWORK, SHELVES, COUNTERTOP SUPPORTS, MARKERBOARDS, TACKBOARDS, FLAT PANEL DISPLAYS, CAMERAS, ACOUSTICAL WALL PANELS, MURAL OR ART CABLE SYSTEMS, AND ANY OTHER WALL MOUNTED OBJECT. MOISTURE RESISTANT GYPSUM BOARD SHALL BE USED IN SOFFITS AND CEILINGS OF RESTROOMS, LOCKER ROOMS, SHOWERS AND OTHER WET AREAS. ALL DOOR FRAMES TO BE PAINT (PA-5). MATCH FINISH OF COVERS FOR RETURN AIR DUCTS, VENTS AND REGISTERS IN DRYWALL CEILINGS AND WALLS TO ADJACENT SURFACES. ALL WALLS AND FLOOR TILE INSTALLATION TO INCLUDE MANUFACTURER'S TRIM/ACCESSORY PIECES AS REQUIRED FOR COMPLETE INSTALLATION. ALL EXPOSED CONCRETE FLOORS SHALL BE SEALED. WALL CORNER GUARDS TO BE INSTALLED STARTING AT THE TOP OF THE SCHEDULED WALL BASE. AT GYPSUM BOARD SOFFITS AND BULKHEADS, PAINT ALL EXPOSED SURFACES. ALL EXPOSED MECHANICAL AND ELECTRICAL EQUIPMENT AND ASSOCIATED SUPPORTING EQUIPMENT TO BE PAINTED TO MATCH ADJACENT SURFACE UNLESS OTHERWISE REQUIRED BY CODE. DO NOT PAINT PRE-FINISHED ITEMS, FINISHED METAL SURFACES, OPERATING PARTS, LABELS OR WARNINGS. ALL JANITORS CLOSETS SHALL HAVE A MOP SINK AND WALL MOUNTED METAL MOP/BROOM HOLDER WITH UTILITY SHELF ABOVE. ALL EXPOSED CEILINGS TO BE PAINTED PA-2.
O
PA-1 PA-1 PA-1 PA-1 PA-1 TLP-2 / TLP-3 / PE-1 PA-1 TLP-2 / TLP-3 / PE-1 PA-1 PA-1 PA-1 / PA-4 PA-1 / PA-4 PA-3 PA-4 PA-1 / AWP-1 PA-4 PA-1 PA-3 PA-1
1.
1.
M
PA-1 PA-1 PA-1 PA-1 PA-1 TLP-2 / TLP-3 / PE-1 PA-1 TLP-2 / TLP-3 / PE-1 PA-1 PA-1 PA-1 PA-1 PA-1 PA-1 PA-1 / PA-3 PA-1 PA-1 PA-1 PA-1
REMARKS
COM
PA-1 PA-1 PA-1 PA-1 PA-1 TLP-2 / TLP-3 / PE-1 PA-4 TLP-2 / TLP-3 / PE-1 PA-1 / TLC-1 PA-3 PA-1 PA-1 PA-1 PA-1 PA-1 / AWP-1 PA-1 PA-3 PA-1 PA-1
REMARKS
NAVAL STATION NORFOLK
4"
WEST PA-1 PA-4 PA-1 PA-1 PA-1 PA-3 PA-1 / AWP-1 PA-1
NAVAL FACILITIES ENGINEERING COMMAND
RB-1
SOUTH PA-1 PA-1 PA-3 PA-3 PA-3 PA-1 PA-3 PA-1
IPT-HAMPTON ROADS
REVDATE: 2/14/2016 5:05:58 PM
4" 4" 4" 4" 4" 6" 6" 6" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4" 4"
EAST PA-1 / TLP-2 / TLP-3 PA-1 PA-1 PA-1 PA-1 PA-1 PA-1 / AWP-1 PA-1
FINISH LEGEND
CG-2
A
CONFERENCE ROOM JAN
RB-1 RB-1 RB-1 RB-1 RB-1 TLP-2 TLP-2 TLP-2 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1 RB-1
CEILING ACT-1 / GYP / PA-2 ACT-1 ACT-1 ACT-1 ACT-1 ACT-1 ACT-1 PA-2
NORTH PA-1 PA-1 PA-1 PA-1 PA-1 PA-1 PA-3 PA-1
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
B
210 211
MECH NMCI COMM UPS ELECT WOMEN'S RESTRM / SHOWER LACTATION MEN'S RESTRM / SHOWER JAN / STORAGE CORRIDOR BREAK ROOM TRAINING T/O US/UK SECURE ROOM WATCH-FLOOR OPS OPEN OFFICE OPS CUR OPS DATA/EQUIP. ROOM
FLOOR EF-1 AF-2 / CPT-2 AF-2 / CPT-2 AF-2 / CPT-2 AF-2 / CPT-2 AF-2 / CPT-2 AF-2 / RF-1 AF-1 / PLAM-1 / AF-4 / AF-5 CS-1 AF-1 / PLAM-1 AF-1 / PLAM-1 CS-1 CS-1 TLP-1 TLP-1 TLP-1 CS-1 AF-3 / RF-1 AF-3 / RF-1 AF-2 / CPT-1 AF-2 / CPT-2 AF-2 / CPT-1 AF-3 / RF-2 / RF-3 AF-2 / CPT-2 AF-2 / CPT-2 AF-2 / CPT-2 AF-1 / PLAM-1 / AF-4 / AF-5 AF-2 / CPT-3 RF-1
NI A GI IR
C
107 108 109 110 111 112 112A 113 114 200 201 202 203 204 205 206 207 208 209
ROOM NAME CORRIDOR EMD OPEN OFFICE BUNK ROOM BUNK ROOM OFFICE OFFICE TRAINING CLASSRM EQUIPMENT SPACE
GENERAL NOTES: ROOM FINISH SCHEDULE
WALLS
DEPARTMENT OF THE NAVY
D
ROOM NUMBER 100 101 102A 102B 103 104 105 106
BASE HEIGH T MATERIAL EF-1 4" RB-1 4" RB-1 4" RB-1 4" RB-1 4" RB-1 4" RB-1 4" RB-1 4"
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
12712881 SHEET
115
OF
296
A-601
1
2
3
4
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
ROOM FINISH SCHEDULE
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
DATE
D
3, 5 2 1, 2, 6 3, 5, 2 2 2 2 1, 2, 6
1. DOOR, FRAME, HARDWARE, GLAZING AND ATTACHMENT DESIGNED IN ACCORDANCE WITH UFC 4-010-01 BLAST PERFORMANCE CRITERIA, REFER TO SPECIFICATION SECTIONS 08 11 13, SECTION 08 71 00 AND SECTION 08 81 00. 2. DOOR FRAME TO BE GROUTED. 3. DOOR TO HAVE CARD READER 4. DOOR TO BE PROVIDED WITH ACOUSTICAL SEALS AND INSULATED FRAME. 5. DOOR TO HAVE CX10 LOCK 6. DOOR TO BE EXIT ONLY 7. DOOR ASSEMBLY TO MEET STC 45. VENEER TO MATCH TYPICAL INTERIOR DOOR FINISH.
SYM
4
DESCRIPTION
DOOR REMARKS:
N
3, 5 3, 4, 5
TYPE 3.2
(FRAME WITH SIDELITE) SIDELITE A B C E TYPE G 2" 4" 4" 18" GL 1
Lic. No.014772
3, 4, 5, 7 1, 2, 6 3, 4, 5
AR CH
3, 4, 5 1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
DOOR PER SCHEDULE
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
SATISFACTORY TO DATE DES
TYPE F-IN F-BLR F
(FLUSH PANEL) DESCRIPTION FLUSH PANEL INSULATED BLAST RESISTANT FLUSH PANEL
INSULATED TEMPERED SECURITY LAMINATED, TINTED LOW E
GLASS TYPES
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
SCALE: NOT TO SCALE
QUANTITY 1 1 1 1 1 1
TYPE L1 L2 L3 L4 L5 L6
HEAD C2/A-661 C2/A-661 C2/A-661 B2/A-583 B2/A-583 C2/A-661
SILL C2/A-661 C2/A-661 C2/A-661 B2/A-583 B2/A-583 C2/A-661
DEPARTMENT OF THE NAVY
LOUVER SCHEDULE DETAILS JAMB B2/A-661 B2/A-661 B2/A-661 C2/A-661 C2/A-661 B2/A-661
REMARKS 1 1 1 1,2 1,2 1
SCALE: EPROJECT NO.
LOUVER REMARKS: 1. LOUVERS TO BE PREFINISHED ALUM STORMPROOF TYPE 2. LOUVER TO BE INCORPORATED INTO DOOR FRAME AS TRANSOM
ERA
LAS 02/16/16
CHIEF ENG/ARCH
DOOR TYPES
SILL HEIGHT 10' - 10" 11' - 4" 11' - 4" 8' - 6" 8' - 6" 11' - 4"
CHK
CRH
IPT TECH. BRANCH HEAD
4 (FRAME WITH LOUVER) TRANSOM TYPE A B D TYPE G 4.2 4" 2"
DRW
JMD
PROJECT MANAGER
FRAME TYPES
HEAD HEIGHT 13' - 4" 13' - 4" 13' - 4" 11' - 0" 13' - 0" 13' - 4"
IT
C
EC T SEAL
1
SIZE WIDTH HEIGHT 6' - 0" 2' - 6" 4' - 0" 2' - 0" 2' - 8" 2' - 0" 6' - 0" 2' - 6" 6' - 0" 4' - 6" 3' - 0" 2' - 0"
JAMIE M. DUBBE
GRAPHIC SCALE:
NOTE: SEE A-661 FOR B469 LOUVER SCHEDULE
0' 1/4" =1'-0"
2'
4'
B P-603 - DOOR & LOUVER SCHEDULE, DOOR & FRAME TYPES
(DOOR FRAME) TYPE A B 1.1 2" 2" 1.2 2" 4"
V
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
3
LTH O F EA
VIRGINIA BEACH, VIRGNIA
1
W
O
12 10 16 12 18 7 2 22 8 8 5 2 15 14 15 9 19 21 11 21 3 21 10 10 9 21 9
3, 5
A/E INFO
DOOR SCHEDULE
SCHEDULE
1
20 10
APPROVED
C
DOOR PER
SCHEDULE
C4 / A-582 C4 / A-582 C2 / A-582 C4 / A-582 C4 / A-582 C4 / A-582 C4 / A-582 C4 / A-582 C1 / A-582 B1 / A-581 C1 / A-582 C1 / A-582 C1 / A-582 C1 / A582 B1 / A-581 C4 / A-582 C4 / A-582 C4 / A-582 C4 / A-582 C2 / A-582 C4 / A-582 C4 / A-582 C3 / A-582 B4 / A-581 C4 / A-582 C4 / A-582 C4 / A-582 C4 / A-582 C4 / A-582 C4 / A-582
A
B
B
A
45 MIN 45 MIN 45 MIN -
NAS OCEANA-DAM NECK ANNEX
A
DOOR SCHEDULE
PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD PTD
REMARKS
NAVAL STATION NORFOLK
A
A
HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM
HARDWARE SET 4 1, 2, 3, 5
IPT-HAMPTON ROADS
A
1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.2 4.2 1.2 1.2 1.2 1.2 4.2 1.1 1.1 1.1 1.1 1.2 1.1 1.1 1.1 1.2 1.1 1.1 1.1 1.1 1.1 1.1
LOUVER SCHED.
DOOR PER SCHEDULE
DOOR PER SCHEDULE
B
A
PTD PTD PTD -
SILL B2 & C3 / A-581 A4 / A-582 A4 / A-582 B2 / A-582 C1 / A-583 C1 / A-583 C1 / A-583 A3 / A-582 A3 / A-582 A1 / A-582 B2 / A-581 C3 / A-583 C3 / A-583 A1 / A-582 A1 / A-582 B2 / A-581 A1 / A-582 A1 / A-582 A1 / A-582 A1 / A-582 B2 / A-582 C1 / A-583 C1 / A-583 C2 / A-583 B1 / A-583 C1 / A-583 C1 / A-583 C1 / A-583 C1 / A-583 C1 / A-583 A1 / A-582
M
WD WD WD WD WD WD WD WD WD HM WD WD WD WD HM WD WD WD WD WD WD WD WD HM WD WD WD WD WD WD
JAMB A1 / A-581
COM
F F F F F F F F F F-BLR F F F F F-BLR F F F F F F F F F-BLR F F F F F F
HEAD C1 & C2 / A-581 D4 / A-582 D4 / A-582 D2 / A-582 D4 / A-582 D4 / A-582 D4 / A-582 D4 / A-582 D4 / A-582 D1 / A-582 B2 / A-583 D1 / A-582 D1 / A-582 D1 / A-582 D1 / A-582 B2 / A-583 D4 / A-582 D4 / A-582 D4 / A-582 D4 / A-582 D2 / A-582 D4 / A-582 D4 / A-582 D3 / A-582 C3 / A-535 D4 / A-582 D4 / A-582 D4 / A-582 D4 / A-582 D4 / A-582 D4 / A-582
F
A REVDATE: 2/14/2016 4:32:44 PM
7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 8' - 4" 8' - 4" 8' - 4" 8' - 4" 8' - 4" 8' - 4" 8' - 4" 8' - 4" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0"
E
DOOR PER
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"
ASSEMBLY RATING -
SEE A-602 FOR DOOR TYPES, FRAMES TYPES AND GLASS TYPES. MAINTAIN 12" CLEAR ON PULL SIDE OF DOOR OPENINGS FOR ADA ACCESSIBILITY, U.N.O. MAINTAIN 18" CLEAR ON PUSH SIDE OF DOOR OPENINGS FOR ADA ACCESSBIBILITY, U.N.O. HINGE SIDE OF ALL INTERIOR DOOR OPENINGS ARE TO BE A MIN 4" FROM ADJACENT PARTITION, U.N.O. DOORS TO BE PROVIDED WITH A 3/4" UNDERCUT, U.N.O. ALL EXTERIOR DOORS TO BE INSULATED. SEE DOOR HARDWARE SCHEDULE WITHIN THE DOOR HARDWARE SPECIFICATION FOR HARDWARE SET LISTINGS.
NAVAL FACILITIES ENGINEERING COMMAND
PR. PR. PR. PR. PR. -
MATERIAL FINISH HM PTD
1. 2. 3. 4. 5. 6. 7.
DOOR PER SCHEDULE
101 102A 102B 103 104 105 106A 106B 107A 107B 108 109 110 111A 111B 112 112A 113 114 200 202 203 204 205 206 207 208 209 210 211
TYPE 3.2
A
-
TYPE MATERIAL FINISH F-BLR HM PTD
DETAIL
NI A GI IR
DOOR NUMBER 100
D
B
SIZE WIDTH HEIGHT 3' - 0" 8' - 4"
FRAME
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
DOOR
GENERAL NOTES:
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119
8'
NAVFAC DRAWING NO.
12712882 SHEET
116
OF
296
A-602
1
2
3
4
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
A
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
DOOR SCHEDULE
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
WALLS REMARKS
1.
2. 1. 3.
4.
REMARKS 1.
5.
SOLID SURFACE SHOWER WALLS, SSF-3.
6.
7.
8.
C
DESCRIPTION
MANUF.
9. 10. COLOR
REMARKS
BASE RB-1 CEILING ACT-1 EXP GYP FLOORS CS-1 EF-1 RF-1 MISCELLANEOUS GR-1 SSF-3 WALLS PA-1 PA-5 PE-1 PE-2 TLP-2 TLP-3
RUBBER BASE ACOUSITCAL CEILING TILE 24" x 24" EXPOSED GYPSUM BOARD SEALED EPOXY FLOORING RESILIENT FLOORING, RUBBER TILE, 24" X 24" GROUT - EPOXY SOLID SURFACE - SHOWER WALLS PAINT - ACRYLIC/LATEX - FIELD PAINT - ACRYLIC/LATEX - TRIM PAINT - EPOXY - FIELD PAINT - EPOXY - FIELD PORCELAIN - FIELD, 12" X 24" PORCELAIN - ACCENT, 4" X 24"
JOHNSONITE
-
-
29 MOON ROCK
USG -
86985HRC -
MARS CLIMAPLUS -
WHITE -
STONHARD MANNINGTON
UTF -
STONTEC 1/16" COLORFIELDS THERMOSET RUBBER
CUSTOM COLOR XIV-TEC-18B 884 CUMULUS
LATICRETE CORIAN
-
SPECTRALOCK PRO -
STERLING SILVER LINEN
SHERWIN WILLIAMS SHERWIN WILLIAMS SHERWIN WILLIAMS SHERWIN WILLIAMS DALTILE DALTILE
-
PLAZA NOVA PLAZA NOVA
11. 12.
FLB EDGE
13. 14.
SW7043 WORLDLY GRAY SW7019 GAUNTLET GRAY SW7043 WORLDLY GRAY SW7005 PURE WHITE WHITE IMAGE PN94 GRAY FOG PN98
15.
N
W
LTH O F EA
V
JAMIE M. DUBBE
Lic. No.014772 AR CH
IT
C
EC T SEAL
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
A/E INFO APPROVED
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
SATISFACTORY TO DATE DES
DRW
MCO
MCO
CHK
RLH
PROJECT MANAGER IPT TECH. BRANCH HEAD
LAS 02/16/16
SCALE: EPROJECT NO.
B469 - ROOM FINISH SCHEDULE
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
VIRGINIA BEACH, VIRGNIA
NAVAL STATION NORFOLK
B
NAS OCEANA-DAM NECK ANNEX
REVDATE: 2/14/2016 4:36:55 PM
A
IPT-HAMPTON ROADS
NAVAL FACILITIES ENGINEERING COMMAND
B
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
CHIEF ENG/ARCH
DEPARTMENT OF THE NAVY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_CUP_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
MATERIAL
BASIS OF DESIGN OR EQUIVALENT MODEL NUMBER PRODUCT NUMBER
D
NI A GI IR
FINISH LEGEND
REFER TO ROOM FINISH SCHEDULE FOR INTERIOR FINISH MATERIALS. BASIS OF DESIGN OR EQUIVALENT COLOR AND FINISH CODES ARE AS INDICATED. REFER TO SPECIFICATIONS FOR THE BASIS OF DESIGN OR EQUIVALENT MANUFACTURER TECHNICAL REQUIREMENTS. REFER TO ELECTRICAL DRAWINGS, MECHANICAL DRAWINGS, STRUCTURAL DRAWINGS AND COMMUNICATION DRAWINGS FOR COORDINATION OF BUILDING FINISHES TO BUILDING SYSTEMS. REFER TO FLOORING TRANSITION DETAILS FOR TRANSITIONS BETWEEN ADJOINING FLOORING MATERIALS. REFER TO REFLECTED CEILING DRAWINGS FOR CEILING HEIGHTS AND CEILING MATERIAL EXTENTS. REFER TO ENLARGED TOILET DRAWINGS, WALL FINISH PLANS AND INTERIOR ELEVATIONS FOR PLACEMENT OF INTERIOR FINISHES IN TOILET/LOCKER ROOMS. REFER TO AND COORDINATE WITH FURNITURE DRAWINGS AND TYPICAL MOUNTING HEIGHTS DRAWING FOR WALL MOUNTING HEIGHTS OF FF&E, VISUAL DISPLAYS AND AUDIO VISUAL EQUIPMENT. MOISTURE RESISTANT GYPSUM BOARD SHALL BE USED IN SOFFITS AND CEILINGS OF RESTROOMS, LOCKER ROOMS, SHOWERS AND OTHER WET AREAS. ALL DOOR AND ELEVATOR FRAMES TO BE PA-5. MATCH FINISH OF COVERS FOR RETURN AIR DUCTS, VENTS AND REGISTERS IN DRYWALL CEILINGS AND WALLS TO ADJACENT SURFACES. INTERIOR CAULKING TO MATCH ADJACENT WALL FINISH COLOR. ALL EXPOSED CONCRETE FLOORS SHALL BE SEALED. AT GYPSUM BOARD SOFFITS AND BULKHEADS, PAINT ALL EXPOSED SURFACES. PAINT ALL EXPOSED STRUCTURAL STEEL ELEMENTS, MISCELLANEOUS STEEL, PIPING, HANGERS, VALVES AND CONDUITS EXCEPT PREFINISHED LINER PANELS AND FOAM GENERATORS. THE PAINT COLOR SHALL BE AS INDICATED ON SCHEDULE. ALL FIRE PROTECTION PIPING COLOR SHALL BE SAFETY RED. DO NOT PAINT PRE-FINISHED ITEMS, FINISHED METAL SURFACES, OPERATING PARTS, LABELS OR WARNINGS.
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
12712883 SHEET
117
OF
296
A-611
1
2
3
4
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
CEILING EXP EXP EXP ACT-1 ACT-1 PE-2 EXP EXP PE-2 -
DESCRIPTION
WEST PA-1 PA-1 PA-1 PA-1 TLP-2 / TLP-3 / PE-1 TLP-2 / TLP-3 / PE-1 PA-1 PA-1 PE-1 -
SYM
SOUTH PA-1 PA-1 PA-1 PA-1 TLP-2 / TLP-3 / PE-1 TLP-2 / TLP-3 / PE-1 PA-1 PA-1 PE-1 -
O
EAST PA-1 PA-1 PA-1 PA-1 TLP-2 / TLP-3 / PE-1 TLP-2 / TLP-3 / PE-1 PA-1 PA-1 PE-1 -
M
D
ROOM NAME SWITCHGEAR GENERATORS WORKRM/STORAGE OFFICE RESTRM SHOWER CHILLERS SUBSTATION BATH STORAGE
BASE FLOOR MATERIAL HEIGHT NORTH CS-1 RB-1 6" PA-1 CS-1 RB-1 6" PA-1 CS-1 RB-1 6" PA-1 RF-1 RB-1 4" PA-1 EF-1 EF-1 6" TLP-2 / TLP-3 / PE-1 EF-1 EF-1 6" TLP-2 / TLP-3 / PE-1 CS-1 RB-1 6" PA-1 CS-1 RB-1 6" PA-1 EF-1 EF-1 6" PE-1 -
COM
ROOM NUMBER 1 2 3 4 5 6 7 8 9 10
DATE
GENERAL NOTES: ROOM FINISH SCHEDULE
ROOM FINISH SCHEDULE
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
DOOR SCHEDULE
1.2
HEAD C5 / A-581 C5 / A-581 D4 / A-582 D4 / A-582 D4 / A-582 C5 / A-581 C1 / A-581 A2 / A-581 A2 / A-581 C5 / A-581 -
JAMB B5 / A-581 B5 / A-581 C4 / A-582 C4 / A-582 C4 / A-582 B5 / A-581 B1 / A-581 A3 / A-581 A3 / A-581 B5 / A-581 -
SILL A1 / A-582 A2 / A-581 A1 / A-582 A1 / A-582 A1 / A-582 A1 / A-582 B2 / A-582 A4 / A-581 A4 / A-581 A1 / A-582 -
DOOR PER SCHEDULE
A
A
REMARKS 1 2
DATE
D
REMARKS: 1. 2. 3. 4.
1 3, 1
DOOR FRAME TO BE GROUTED. DOOR TO BE PROVIDED WITH ACOUSTICAL SEALS AND INSULATED DOOR AND FRAME. DOOR TO BE EXIT ONLY. DOOR TO HAVE A CDX MECHANICAL LOCK.
1 4
DOOR PER SCHEDULE
A
N
LTH O F EA
V
F
TYPE F-IN F
COM
SCHEDULE
DOOR PER
DOOR PER SCHEDULE
C B
Lic. No.014772 AR CH
OH
(HALF LIGHT/TRAFFIC) TYPE DESCRIPTION A B HL HALF LITE 6" 43"
(FLUSH PANEL) DESCRIPTION FLUSH PANEL INSULATED FLUSH PANEL
C 35"
G 2
JAMIE M. DUBBE
I T EC
C
T SEAL
HL/TR
TYPE OH-C
1
OVERHEAD DESCRIPTION INSULATED COILING
(DOOR FRAME) TYPE A B 2" 2" 1.1 2" 2" 1.2 2" 4"
2
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
TEMPERED GLASS CLEAR
A/E INFO
DOOR TYPES
FRAME TYPES
GLASS TYPES
SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
APPROVED
NOTE: SEE TYPE A ON A-602
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
SATISFACTORY TO DATE DES
DRW
JMD
CHK
CRH
EV
PROJECT MANAGER IPT TECH. BRANCH HEAD
LAS 02/16/16
INSULATING FILLER
5/16" x 24" STEEL PLATE IN NEW AND EXISTING MASONRY OPENING. FIELD VERIFY LENGTH
5/16" x 24" STEEL PLATE IN NEW AND EXISTING MASONRY OPENING. FIELD VERIFY LENGTH
B469 BUILDING CONNECTION - JAMB
A-331 SCALE: 1 1/2" = 1'-0"
DEPARTMENT OF THE NAVY
1/2" x 8" STEEL PLATE WELDED TO 5/16" PLATE, ANCHOR TO EXISTING W/ 3/8" Ø EPOXY ANCHORS, 4" EMBEDMENT @ 24" O.C. STEEL PLATE BEYOND STEEL PLATE
A2
B 469 BUILDING OPENING - HEAD
A3
A-331 SCALE: 1 1/2" = 1'-0"
B469 BUILDING CONNECTION - SILL
A-331 SCALE: 1 1/2" = 1'-0"
SCALE: EPROJECT NO.
GRAPHIC SCALE: 0'
4"
1 1/2" =1'-0"
8"
B P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
EXISTING CMU
VIRGINIA BEACH, VIRGNIA
EXISTING CMU
EXISTING CONCRETE CONCRETE SLAB
NAS OCEANA-DAM NECK ANNEX
EXISTING SPLIT RIB
1/2" x 8" STEEL PLATE WELDED TO 5/16" PLATE, ANCHOR TO EXISTING W/ 3/8" Ø EPOXY ANCHORS, 4" EMBEDMENT @ 24" O.C.
A1
FINISH AS SCHEDULED
INSULATING FILLER
EXISTING SPLIT RIB
SEALANT
NAVAL STATION NORFOLK
EXISTING VERTICAL CONCRETE
2' - 1"
PARTITION AS SCHEDULED
EDGE OF EXISTING PRECAST ABOVE
IPT-HAMPTON ROADS
STEEL PLATE BEYOND
PARTITION AS SCHED.
PARTITION TYPE AS SCHEDULED
NAVAL FACILITIES ENGINEERING COMMAND
B
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
CHIEF ENG/ARCH
A REVDATE: 2/14/2016 4:36:59 PM
2
4"
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_CUP_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
DOOR PER SCHEDULE
DOOR PER SCHEDULE
M
O
W
NIA GI IR
B
A
DOOR PER SCHEDULE
TYPE 1.2 1.2 1.1 1.1 1.1 1.2 1.2
HARDWARE SET 6 6 17 14 14 13 1 23 23 13 11 25 25
SEE A-612 FOR DOOR TYPES, FRAMES TYPES AND GLASS TYPES. MAINTAIN 12" CLEAR ON PULL SIDE OF DOOR OPENINGS FOR ADA ACCESSIBILITY, U.N.O. MAINTAIN 18" CLEAR ON PUSH SIDE OF DOOR OPENINGS FOR ADA ACCESSBIBILITY, U.N.O. HINGE SIDE OF ALL INTERIOR DOOR OPENINGS ARE TO BE A MIN 4" FROM ADJACENT PARTITION, U.N.O. DOORS TO BE PROVIDED WITH A 3/4" UNDERCUT, U.N.O. ALL EXTERIOR DOORS TO BE INSULATED. SEE DOOR HARDWARE SCHEDULE WITHIN THE DOOR HARDWARE SPECIFICATION FOR HARDWARE SET LISTINGS.
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119
1'-4"
NAVFAC DRAWING NO.
12712884 SHEET
118
OF
296
A-612
1
2
3
4
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
DOOR PER SCHEDULE
ASSEMBLY RATING MATERIAL FINISH HM PTD 45 MIN HM PTD 45 MIN HM PTD 45 MIN HM PTD _ HM PTD _ HM PTD 45 MIN HM PTD GALV STL PREFIN GALV STL PREFIN HM PTD 45 MIN HM PTD HM PTD GALV STL PTD GALV STL PTD -
1. 2. 3. 4. 5. 6. 7.
DESCRIPTION
TYPE MATERIAL FINISH F HM PTD F HM PTD HL HM PTD F HM PTD F HM PTD F HM PTD F-IN HM PTD OH-C GALV STL PREFIN OH-C GALV STL PREFIN F HM PTD HM PTD HM PTD GALV STL PTD GALV STL PTD
DETAIL
B469 - DOOR SCHEDULE, DOOR & FRAME TYPES
D
SIZE WIDTH HEIGHT 3' - 0" 7' - 0" 3' - 0" 7' - 0" 3' - 0" 7' - 0" 3' - 0" 7' - 0" 3' - 0" 7' - 0" 3' - 0" 7' - 0" 3' - 0" 7' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 3' - 0" 7' - 0" EXISTING 3' - 4" SINGLE7' DOOR - 11" 4' - 0" DOUBLE 7' DOOR - 0" EXISTING 15' - 4" OVERHEAD 10' - 5" EXISTING 15' - 4" OVERHEAD 10' - 5" EXISTING
DOOR NUMBER 1 2 4 5 6 7 8 9 10 11 12 13 14 15
FRAME
SYM
DOOR
GENERAL NOTES:
3
4
LOUVER SCHEDULE B469
FLASHING WITH WEEPS @ 32" O.C.
1"
STEEL ANGLE, SEE STRUCTURAL
HM FRAME
ATTACH WITH CLIP ANGLE AT JAMBS AS PROVIDED BY MANUFACTURER
STEEL ANGLE, 6" X 3 1/2"
B2/A-661 B2/A-661
C2/A-661 C2/A-661
1 1
D
NOTE: SEE A-602 FOR BUILDING P-603 LOUVER SCHEDULE
ANCHOR STRAP 5"
CONTINUOUS SEALANT
RIGID INSULATION, R12
N
C2
SCALE: 1 1/2" = 1'-0"
V
M
5"
RIGID INSULATION TO ACHIEVE R12
Lic. No.014772 AR CH
CONTRACTOR TO PROVIDE HIGH STRENGTH (PSI) GROUT AT FULL PERIMETER AS REQUIRED BY DOOR MANUFACTURER TO MEET WIND LOADS
LOUVER HEAD / SILL - EXTERIOR WALL SCALE: 1 1/2" = 1'-0"
C3
IT
C
EC T SEAL
BULLNOSE EDGE AROUND PERIMETER CMU
BLANK OFF HEAD / SILL
LTH O F EA
JAMIE M. DUBBE
FLUID APPLIED VAPOR BARRIER
SPLITFACE CMU WITH AIR SPACE
C1
W
NI A GI IR
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
LOUVER JAMB - IN DOOR FRAME SCALE: 1 1/2" = 1'-0"
A/E INFO APPROVED
CONT. SEALANT AND BACKER ROD EACH SIDE LOUVER AS SPECIFIED 1"
FULL HEIGHT 2" X 2" X 1/4" ALUM ANGLE FASTENED TO EXISTING CMU AT 18" OC
FOR COMMANDER NAVFAC / B.L.T.L.
SPLITFACE CMU RETURN AT JAMB WITH CORNER UNIT
SEE PARTITION TYPE
ACTIVITY
ANCHOR STRAP SATISFACTORY TO DATE
AIR SPACE
DES
DRW
JMD
CHK
CRH
EV
PROJECT MANAGER IPT TECH. BRANCH HEAD
7"
RIGID INSULATION, R12
LAS 02/16/16
CHIEF ENG/ARCH
BLANK-OFF JAMB
B2
SCALE: 1 1/2" = 1'-0"
DEPARTMENT OF THE NAVY
SCALE: 1 1/2" = 1'-0"
LOUVER JAMB - EXTERIOR WALL
REVDATE: 2/14/2016 4:37:02 PM
A
SCALE: EPROJECT NO.
B469 - LOUVER SCHEDULE AND DETAILS
B1
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
BULLNOSE EDGE AROUND PERIMETER CMU
VIRGINIA BEACH, VIRGNIA
EXIST MTL LOUVER TO REMAIN
ATTACH WITH CLIP ANGLE AS PROVIDED BY MANUFACTURER
B
NAS OCEANA-DAM NECK ANNEX
2" INSULATED BLANK-OFF PANEL
CONTRACTOR TO PROVIDE HIGH STRENGTH (PSI) GROUT AT FULL PERIMETER AS REQUIRED BY DOOR MANUFACTURER TO MEET WIND LOADS
NAVAL STATION NORFOLK
FLUID APPLIED VAPOR BARRIER
IPT-HAMPTON ROADS
B
NAVAL FACILITIES ENGINEERING COMMAND
EXIST CMU
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C2/A-661 C2/A-661
SPLITFACE CMU RETURN AT JAMB WITH CORNER UNIT
LOUVER AS SPECIFIED
CONTINUOUS VAPOR BARRIER
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_CUP_acantoria.rvt
0' - 0" 12' - 4"
AIR SPACE
SEALANT AND BACKER ROD CONTINUOUS AROUND LOUVER
EXISTING CONCRETE FLOOR
7' - 4" 15' - 4"
CONT. SEALANT AND BACKER ROD EACH SIDE
LOUVER AS SPECIFIED
2" INSULATED BLANK-OFF PANEL
C
7' - 4" 3' - 0"
REMARKS
BULLNOSE EDGE AROUND PARAMETER CMU
7"
SEALANT AND BACKER ROD CONTINUOUS AROUND LOUVER
FINISH FLOOR AS SCHEDULED
5' - 4" 4' - 0"
SILL
AS NOTED 1344924
CONSTR. CONTR. NO.
GRAPHIC SCALE:
N40085-16-R-6119 NAVFAC DRAWING NO.
0' 1 1/2" =1'-0"
4"
8"
1'-4"
12712885 SHEET
119
OF
296
A-661
1
2
3
4
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
A
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
EXIST MTL LOUVER TO REMAIN
L7 L8
HEAD
DETAILS JAMB
SYM
STEEL ANGLE RE: STRUCT DWGS
2 2
SILL HEIGHT
LOUVER REMARKS: 1. LOUVERS TO BE PREFINISHED ALUM STORMPROOF TYPE
8" CMU BOND BEAMS
SPAN FURRING ACROSS OPENING
TYPE
HEAD HEIGHT
O
PARTITION AS SCHED
CONTINUOUS VAPOR BARRIER
QUANTITY
SIZE WIDTH HEIGHT
DESCRIPTION
4" SPLIT FACE CMU WITH AIR SPACE RIGID INSULATION TO ACHIEVE R12 CAVITY DRAINAGE MATERIAL
D
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
DATE
PROVIDE ADDITIONAL BOND BEAM COURSING AS REQUIRED BY STRUCTURAL FOR OPENING MORE THAN 4'-0" EXIST CMU
5
APPR
2
COM
1
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
B
UP
C
D
3.
EF
4. UP
S107B
S111B S100
5.
107B 111B
UPS 110
S101 CG-1
110 107A
MECH 107
S110 S107A
SYM
100
ELECT 111
CG-1
S111A S108
111A
S109 108
CG-1
109
CG-1
LACTATION 112A
COMM 109
112A
S112A
2 CG-2
CG-2
WOMEN'S RESTRM / SHOWER 112 FD FD
3. FD
CG-1
112
4. S112
TLP-2 / TLP-3
5. S113
CG-1
FD
113
REFER TO ROOM FINISH SCHEDULE GENERAL NOTES. REFER TO ROOM FINISH SCHEDULE FOR ADDITIONAL INTERIOR FINISH PLACEMENTS. WHERE TWO OR MORE PAINTED FINISHES OCCUR ON THE SAME WALL FACE OR CEILING SURFACE, A PAINT TRANSITION REVEAL IS TO BE PROVIDED AS INDICATED ON THE DRAWINGS. PROVIDE COVE BULLNOSE, DOUBLE BULLNOSE AND BULLNOSE AT ALL OUTSIDE TILE CORNERS AND WHERE TILE TERMINATES FOR A CLEAN FINISH. INSTALL CERAMIC TILE TLC-1 TO 4'-0" AFF, TWO WALLS ADJACENT TO MOP SINK.
N
LTH O F EA
V
JAMIE M. DUBBE
Lic. No.014772 AR CH
IT
C
EC T SEAL
FD
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
MEN'S RESTRM / SHOWER 113
FD
FD
FD
A/E INFO
FD
APPROVED
FOR COMMANDER NAVFAC / B.L.T.L.
EQUIPMENT SPACE 106
CG-1
S106B CG-2
FD
ACTIVITY
FD
SATISFACTORY TO DATE DES
114
S114
CORRIDOR 100
IPT TECH. BRANCH HEAD
215x
BUNK ROOM 102B
TRAINING CLASSRM 105
EMD OPEN OFFICE 101
105
S105
S103 OFFICE 103
5 AWP-1 / PA-1
AWP-1 / PA-1
103 UP DN
104
S104 OFFICE 104
KEYPLAN PLAN NORTH
6
A REVDATE: 2/14/2016 4:32:49 PM
P-603
PLAN NORTH
B470
SCALE:
P-603 - FIRST FLOOR SIGNAGE AND WALL FINISH PLAN
EPROJECT NO.
GRAPHIC SCALE:
P-603 - FIRST FLOOR SIGNAGE AND WALL FINISH PLAN
S102
S106A 106A
CG-2
CG-2
LAS 02/16/16
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
101
CG-2
S101B
CG-2
ERA
B
VIRGINIA BEACH, VIRGNIA
102A
NAS OCEANA-DAM NECK ANNEX
CG-1
S101A
4
CG-2
CHK
CHIEF ENG/ARCH
NAVAL STATION NORFOLK
B
CG-2
MCO
S106 CG-1
CG-2
DRW
MCO
PROJECT MANAGER
IPT-HAMPTON ROADS
CG-2
106B
FD
JAN / STORAGE 114 TLC-1
CG-1
NAVAL FACILITIES ENGINEERING COMMAND
3
CG-2
CG-2 CG-2
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
CG-2 CG-2
DEPARTMENT OF THE NAVY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
CG-2
GFGI RACKS NOT IN CONTRACT TYPICAL
1. 2.
W
NI A GI IR
NMCI 108
GENERAL NOTES: WALL FINISH O
1
D
M
D
COM
A
REFER TO SIGNAGE SCHEDULE GENERAL NOTES. REFER TO SIGNAGE SCHEDULE AND DETAIL DRAWINGS FOR ADDITIONAL INFORMATION. REFER TO SIGNAGE SCHEDULE FOR SIGN LOCATION TAG, DOOR LOCATION, SIGN TYPE, SIGN TEXT NUMBER, AND PLACEHOLDER MESSAGE TEXT. REFER TO SIGNAGE MOUNTING HEIGHTS ON SIGNAGE DETAIL DRAWINGS. SIGNS TO BE WALL-MOUNTED ON THE LATCH SIDE OF DOOR OR AS INDICATED. HEIGHTS, CLEARANCES, AND CONFIGURATIONS SHOWN ARE TYPICAL AND SHALL APPLY IN ALL INSTANCES UNLESS NOTED OTHERWISE. EXTERIOR AND INTERIOR SIGNAGE SHALL COMPLY WITH UFC REQUIREMENTS AS FOUND IN UFC 3-120-01.
DESCRIPTION
1. 2.
UP
DATE
GENERAL NOTES: SIGNAGE PLACEMENT
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
SCALE: 1/8" = 1'-0"
0' 1/8" =1'-0"
4'
8'
16'
12712886 SHEET
120
OF
296
A-701
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4
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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
A
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
1
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
C
D
EF
1. 2. 3.
UP
D
4.
1 EQ EQ EQ EQ EQ EQ
1' - 8"
205
(7) GROMMETS
S207
5.
D
207
OPS OPEN OFFICE 206
208
CUR OPS 208
S208
1' - 8"
PA-3 AWP-1 / PA-1
OPS 207
REFER TO SIGNAGE SCHEDULE GENERAL NOTES. REFER TO SIGNAGE SCHEDULE AND DETAIL DRAWINGS FOR ADDITIONAL INFORMATION. REFER TO SIGNAGE SCHEDULE FOR SIGN LOCATION TAG, DOOR LOCATION, SIGN TYPE, SIGN TEXT NUMBER, AND PLACEHOLDER MESSAGE TEXT. REFER TO SIGNAGE MOUNTING HEIGHTS ON SIGNAGE DETAIL DRAWINGS. SIGNS TO BE WALL-MOUNTED ON THE LATCH SIDE OF DOOR OR AS INDICATED. HEIGHTS, CLEARANCES, AND CONFIGURATIONS SHOWN ARE TYPICAL AND SHALL APPLY IN ALL INSTANCES UNLESS NOTED OTHERWISE. EXTERIOR AND INTERIOR SIGNAGE SHALL COMPLY WITH UFC REQUIREMENTS AS FOUND IN UFC 3-120-01.
DESCRIPTION
B
SYM
A
DATE
GENERAL NOTES: SIGNAGE PLACEMENT
S206
GENERAL NOTES: WALL FINISH
4. CONFERENCE ROOM 210
DATA/EQUIP. ROOM 209
5.
M
JAMIE M. DUBBE
Lic. No.014772 AR CH
IT
C
EC T SEAL
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
WATCH-FLOOR 205
A/E INFO
PA-2 210
CG-1
CG-1
EXISTING BUILDING 470
S211
PA-4
211
JAN 211
4
S200
DES
S200A S200B
PA-4 202
5 S203
204
S204 US/UK SECURE ROOM 204
T/O 203
203
KEYPLAN UP
6
PLAN NORTH
A
P-603 PLAN NORTH
P-603 - SECOND FLOOR SIGNAGE AND WALL FINISH PLAN
B470
DEPARTMENT OF THE NAVY
AWP-1 / PA-1
CHK
ERA
LAS 02/16/16
CHIEF ENG/ARCH
TRAINING 202
S202
MCO
IPT TECH. BRANCH HEAD
TLC-1
PA-3
DRW
MCO
PROJECT MANAGER
SCALE: EPROJECT NO.
GRAPHIC SCALE:
SCALE: 1/8" = 1'-0"
B P-603 - SECOND FLOOR SIGNAGE AND WALL FINISH PLAN
PA-3
SATISFACTORY TO DATE
NAVAL FACILITIES ENGINEERING COMMAND
BREAK ROOM 201
200
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
CG-1
CG-1
VIRGINIA BEACH, VIRGNIA
CG-1
ACTIVITY
NAS OCEANA-DAM NECK ANNEX
CG-1 CG-1
FOR COMMANDER NAVFAC / B.L.T.L.
CORRIDOR 200
RAMP UP
S210
NAVAL STATION NORFOLK
S209
IPT-HAMPTON ROADS
209
3
APPROVED
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
V
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
0' 1/8" =1'-0"
4'
8'
16'
12712887 SHEET
121
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296
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2
3
4
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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
A
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
3.
REFER TO ROOM FINISH SCHEDULE GENERAL NOTES. REFER TO ROOM FINISH SCHEDULE FOR ADDITIONAL INTERIOR FINISH PLACEMENTS. WHERE TWO OR MORE PAINTED FINISHES OCCUR ON THE SAME WALL FACE OR CEILING SURFACE, A PAINT TRANSITION REVEAL IS TO BE PROVIDED AS INDICATED ON THE DRAWINGS. PROVIDE COVE BULLNOSE, DOUBLE BULLNOSE AND BULLNOSE AT ALL OUTSIDE TILE CORNERS AND WHERE TILE TERMINATES FOR A CLEAN FINISH. INSTALL CERAMIC TILE TLC-1 TO 4'-0" AFF, TWO WALLS ADJACENT TO MOP SINK.
COM
1. 2.
C
REVDATE: 2/14/2016 4:32:53 PM
LTH O F EA
NI A GI IR
2
B
N
W
O
206
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
D
B B B B C C B C B B
SWITCHGEAR SWITCHGEAR CENTRAL UTILITY PLANT OFFICE (PICTOGRAM) RESTROOM (PICTOGRAM) SHOWER SUBSTATION (PICTOGRAM) RESTROOM STORAGE GENERATORS
REMARKS
EXTERIOR
GENERAL NOTES: SIGNAGE SCHEDULE 1. REFER TO SPECIFICATION SECTION 10 14 00 20 INTERIOR SIGNAGE FOR BASIS OF DESIGN OR EQUIVALENT MANUFACTURER, PRODUCT STYLE AND COLOR. 2. REFER TO SIGNAGE PLACEMENT DRAWINGS FOR LOCATION OF INTERIOR SIGNS. 3. REFER TO SIGNAGE SCHEDULE AND SIGNAGE DRAWINGS FOR LOCATION OF ALL EXTERIOR SIGNAGE. 4. REFER TO SIGNAGE DETAILS FOR SIGNAGE CONSTRUCTION AND MOUNTING ELEVATION. 5. REFER TO ARCHITECTURAL DRAWINGS FOR COORDINATION OF SIGNAGE INSTALLATION TO WALL CONSTRUCTION. SIGNAGE MUST BE ANCHORED THRU THE SURFACE APPLIED WALL FINISHES TO THE SUBSTRATE WALL. 6. ALL HARDWARE/MOUNTING ATTACHMENTS TO BE CONCEALED AND APPROPRIATE FOR THE RECEIVING BUILDING SURFACE. 7. ALL SIGNAGE SHALL COMPLY WITH THE MOST CURRENT VERSION OF THE AMERICANS WITH DISABILITIES ACT (ADA).
9.
CONSTRUCT EXTERIOR GRADE SIGNAGE WITH MATERIAL APPROPRIATE FOR EXTERIOR USAGE. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH SIGNAGE MANUFACTURER(S) TO PROVIDE ANY ADDITIONAL SIGNAGE AS REQUIRED BY GOVERNING MUNICIPALITY AT THE SITE LOCATION. 11. ALL MESSAGE TEXT AS SHOWN ON THE SIGN SCHEDULE IS A PLACE HOLDER ONLY AND IS NOT THE FINAL TEXT MESSAGE. ALL MESSAGE TEXT SHALL BE CONFIRMED BY GOVERNMENT END USER PRIOR TO SIGNAGE SHOP DRAWINGS. ALLOW FOR MAXIMUM 4 DIGIT ROOM NUMBERS AND MINIMUM 25 CHARACTER ROOM NAMES TYPICAL FOR ALL SIGNS.
1. 2. 3. 4.
5.
DATE
NUMBER
GENERAL NOTES: SIGNAGE PLACEMENT REFER TO SIGNAGE SCHEDULE GENERAL NOTES. REFER TO SIGNAGE SCHEDULE AND DETAIL DRAWINGS FOR ADDITIONAL INFORMATION. REFER TO SIGNAGE SCHEDULE FOR SIGN LOCATION TAG, DOOR LOCATION, SIGN TYPE, SIGN TEXT NUMBER, AND PLACEHOLDER MESSAGE TEXT. REFER TO SIGNAGE MOUNTING HEIGHTS ON SIGNAGE DETAIL DRAWINGS. SIGNS TO BE WALLMOUNTED ON THE LATCH SIDE OF DOOR OR AS INDICATED. HEIGHTS, CLEARANCES, AND CONFIGURATIONS SHOWN ARE TYPICAL AND SHALL APPLY IN ALL INSTANCES UNLESS NOTED OTHERWISE. EXTERIOR AND INTERIOR SIGNAGE SHALL COMPLY WITH UFC REQUIREMENTS AS FOUND IN UFC 3-12001.
D DESCRIPTION
S001 S002 S003 S004 S005 S006 S008 S009 S010 S011
MESSAGE TEXT WORDING
SYM
SIGN TAG
SIGN TYPE
LTH O F EA
V
M COM
JAMIE M. DUBBE
NI A GI IR
O
N
W
Lic. No.014772
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
A/E INFO APPROVED
UP FOR COMMANDER NAVFAC / B.L.T.L.
13
RESTRM 5
1
SATISFACTORY TO DATE DES
S001 S006
SWITCHGEAR 1
X5Q
BATH 9
S002 S008 2
S010
STORAGE 10
X5P
12 DN
S003
PLAN NORTH
B469 - SIGNAGE PLAN SCALE: 1/8" = 1'-0"
SCALE: EPROJECT NO.
GRAPHIC SCALE:
B B469 - SIGNAGE PLAN AND SCHEDULE
S009
LAS 02/16/16
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
WORKRM/STORAGE 3
GENERATORS 2
VIRGINIA BEACH, VIRGNIA
11
NAS OCEANA-DAM NECK ANNEX
CHILLERS 7
S011
NAVAL FACILITIES ENGINEERING COMMAND
SUBSTATION 8
EV
CHIEF ENG/ARCH
4
S004
CHK
CRH
IPT TECH. BRANCH HEAD
SHOWER 6
NAVAL STATION NORFOLK
6
DRW
JMD
PROJECT MANAGER
IPT-HAMPTON ROADS
DN
S005
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
5
OFFICE 4
ACTIVITY
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
0' 1/8" =1'-0"
4'
8'
16'
12712888 SHEET
122
OF
296
A-705
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3
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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
A
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
IT
C
EC T SEAL
B
A REVDATE: 2/14/2016 4:37:06 PM
AR CH
DEPARTMENT OF THE NAVY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_CUP_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
B B B B B B B B B C B C B E A G A A A A A A B A B
4. 5.
6. EXTERIOR GRADE
7. 8. 9. 10.
EXTERIOR GRADE
11.
12.
DATE
D
N
W
LTH O F EA
V
JAMIE M. DUBBE
Lic. No.014772 AR CH
IT
C
EC T SEAL
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
A/E INFO APPROVED
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
SATISFACTORY TO DATE DES
DRW
MCO
MCO
CHK
ERA
PROJECT MANAGER IPT TECH. BRANCH HEAD
LAS 02/16/16
SCALE: EPROJECT NO.
P-603 - SIGNAGE SCHEDULE
B P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
NAVAL STATION NORFOLK
VIRGINIA BEACH, VIRGNIA NAS OCEANA-DAM NECK ANNEX
REVDATE: 2/14/2016 4:32:57 PM
A
IPT-HAMPTON ROADS
DEPARTMENT OF THE NAVY
NAVAL FACILITIES ENGINEERING COMMAND
B
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
CHIEF ENG/ARCH
A
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
12712889 SHEET
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296
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2
3
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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
S106A S106B S107A S107B S108 S109 S110 S111A S111B S112 S112A S113 S114 S200
3.
DESCRIPTION
A A A A A A E
2.
REFER TO SPECIFICATION SECTION 10 14 00 20 INTERIOR SIGNAGE FOR BASIS OF DESIGN OR EQUIVALENT MANUFACTURER, PRODUCT, STYLE AND COLOR. REFER TO SIGNAGE PLACEMENT DRAWINGS FOR LOCATION OF INTERIOR. REFER TO SIGNAGE DETAILS FOR SIGNAGE CONSTRUCTION AND MOUNTING ELEVATION. REFER TO STRUCTURAL INTERIOR DESIGN (SID) BINDER FOR ADDITIONAL INFORMATION. REFER TO ARCHITECTURAL DRAWINGS FOR COORDINATION OF SIGNAGE INSTALLATION TO WALL CONSTRUCTION. SIGNAGE MUST BE ANCHORED THRU THE SURFACE APPLIED WALL FINISHES TO THE SUBSTRATE WALL. ALL HARDWARE/MOUNTING ATTACHMENTS TO BE CONCEALED AND APPROPRIATE FOR THE RECEIVING BUILDING SURFACE. PROVIDE MESSAGE INSERTS FOR WINDOW SIGNS WHERE INDICATED IN THE SIGNAGE DRAWINGS OR SPECIFICATIONS. ALL SIGNAGE SHALL COMPLY WITH THE MOST CURRENT VERSION OF THE AMERICANS WITH DISABILITIES ACT (ADA). INSTALL FIRE EXTINGUISHER IDENTIFICATION SIGN ABOVE ALL FIRE EXTINGUISHER WALL BRACKET MOUNTED EXTINGUISHERS. SEE LIFE SAFETY PLANS FOR FIRE EXTINGUISHER LOCATIONS. CONSTRUCT EXTERIOR GRADE SIGNAGE WITH MATERIAL APPROPRIATE FOR EXTERIOR USAGE. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH SIGNAGE MANUFACTURER(S) TO PROVIDE ANY ADDITIONAL SIGNAGE AS REQUIRED BY GOVERNING MUNICIPALITY AT THE SITE LOCATION. ALL MESSAGE TEXT AS SHOWN ON THE SIGN SCHEDULE IS A PLACE HOLDER ONLY AND IS NOT THE FINAL TEXT MESSAGE. ALL MESSAGE TEXT SHALL BE CONFIRMED BY GOVERNMENT END USER PRIOR TO SIGNAGE SHOP DRAWINGS. ALLOW FOR MAXIMUM 4 DIGIT ROOM NUMBERS AND MINIMUM 25 CHARACTER ROOM NAMES TYPICAL FOR ALL SIGNS.
SYM
S101A S101B S102 S103 S104 S105 S106
1.
O
D
S200A S200B S202 S203 S204 S206 S207 S208 S209 S210 S211
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
S101
(PICTOGRAM) SMOKING IN DESIGNATED AREAS ONLY (PICTOGRAM) EMERGENCY EXIT ALARM WILL SOUND IF DOOR IS OPENED EMD OFFICE EMD OFFICE OFFICE BUNK OFFICE TRAINING CLASSROOM (PICTOGRAM) EMERGENCY EXIT ALARM WILL SOUND IF DOOR IS OPENED EQUIPMENT ROOM EQUIPMENT ROOM MECHANICAL MECHANICAL NMCI COMM UPS ELECTRICAL ELECTRICAL WOMEN'S LACTATION MEN'S JANITOR (PICTOGRAM) AUTHORIZED PERSONNEL ONLY WATCH-FLOOR ATTENTION TRAINING OFFICE OFFICE US/UK SECURE ROOM OPS PRIVATE OFFICE OPS OFFICE CUR OPS OFFICE EQUIPMENT ROOM CONFERENCE ROOM JANITOR
NI A GI IR
C
F
REMARKS
GENERAL NOTES: SIGNAGE SCHEDULE
M
D
S100
NUMBER
MESSAGE TEXT WORDING
COM
SIGN TAG
SIGN TYPE
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
9"
Mechanical Room
8" 6"
PERMANENT RAISED TEXT WITH BRAILLE BELOW HELVETICA REGULAR, BLACK LETTERS END CAPS SG-1: 734 DARK GREY
END CAPS SG-1: 734 DARK GREY
1.
6" PICTOGRAM BASED ON SIGN LOCATION. WHITE PICTOGRAM.
2.
DATE
REFER TO SPECIFICATION SECTION 10 14 00 20 INTERIOR SIGNAGE FOR BASIS OF DESIGN OR EQUIVALENT MANUFACTURER, PRODUCT, STYLE AND COLOR. REFER TO STRUCTURAL INTERIOR DESIGN (SID) BINDER FOR ADDITIONAL INFORMATION.
D
SG-1: 703 COOL GREY 3/8" THICK MATTE ACRYLIC, PAINTED PERMANENT RAISED TEXT WITH BRAILLE BELOW HELVETICA REGULAR, BLACK LETTERS
DESCRIPTION
4"
WINDOW INSERT AREA WITH WHITE PAPER AND PROTECTIVE LENS UPDATEABLE TEXT HELVETICA REGULAR, BLACK LETTERS
Updateable Insert Verify Text w/ User
GENERAL NOTES: SIGNAGE DETAILS
SG-1: 758 NAVY BLUE 3/8" THICK MATTE ACRYLIC, PAINTED
SG-1: 758 NAVY BLUE 3/8" THICK MATTE ACRYLIC, PAINTED SG-1: 703 COOL GREY 3/8" THICK MATTE ACRYLIC, PAINTED
2"
SG-1: 758 NAVY BLUE 3/8" THICK MATTE ACRYLIC, PAINTED
2" 4"
D
6"
3"
6"
PERMANENT RAISED TEXT WITH BRAILLE BELOW HELVETICA REGULAR, WHITE NUMBERS
11"
PERMANENT RAISED TEXT WITH BRAILLE BELOW HELVETICA REGULAR, WHITE NUMBERS
SIGN TYPE A ROOM IDENTIFICATION SIGN
SIGN TYPE B - PERMANENT ROOM IDENTIFICATION SIGN
SIGN TYPE C - RESTROOM ACCESSIBLE NO RM NUMBER
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
SYM
END CAPS SG-1: 734 DARK GREY
9"
COM
M
O
V
JAMIE M. DUBBE
Lic. No.014772
Authorized Personnel Only
END CAPS SG-1: 734 DARK GREY
AR CH
IT
C
EC T
PERMANENT RAISED TEXT HELVETICA REGULAR, WHITE LETTERS
SEAL
END CAPS SG-1: 734 DARK GREY 1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
SIGN TYPE D LIFE SAFETY DOOR SIGN
TYPE E - AUTHORIZED PERSONNEL ONLY
A/E INFO
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
APPROVED
11"
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
SATISFACTORY TO DATE DES
3"
IPT TECH. BRANCH HEAD
ERA
LAS 02/16/16
SIGN TYPE F - EXTERIOR
SIGN TYPE G - ENTRY ATTENTION
TYPICAL INTERIOR SIGN INSTALLATION
SCALE: 6" = 1'-0"
SCALE: 6" = 1'-0"
SCALE: NOT TO SCALE
GRAPHIC SCALE: 0"
1 1/2"
3"
0'
3"
6"
VIRGINIA BEACH, VIRGNIA
SCALE: EPROJECT NO.
6"
P-603 AND B469 - SIGNAGE DETAILS
PERMANENT TEXT 1/2" HIGH, WHITE LETTERS
B P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
SMOKING IN DESIGNATED AREAS ONLY
BASE LINE OF HIGHEST COPY MOUNTED NO HIGHER THAN 60" AFF BASELINE OF LOWEST COPY MOUNTED NO LOWER THAN 48" AFF
DEPARTMENT OF THE NAVY
6"
SG-1: 758 NAVY BLUE 3/8" THICK MATTE EXTERIOR GRADE ACRYLIC
NAS OCEANA-DAM NECK ANNEX
4'-0" TO 5'-0"
8-1/2" x 11" PAPER INSERT
NAVAL STATION NORFOLK
11"
MOUNT SIGN ON LATCH SIDE OF DOOR
IPT-HAMPTON ROADS
NAVAL FACILITIES ENGINEERING COMMAND
EQ EQ
WINDOW INSERT AREA WITH WHITE PAPER AND PROTECTIVE LENS
PERMANENT PRINTED OR VINYL PICTOGRAM AND TEXT, WHITE GRAPHIC
CHK
MCO
CHIEF ENG/ARCH
SG-1: 758 NAVY BLUE 3/8" THICK MATTE ACRYLIC, PAINTED
9"
DRW
MCO
PROJECT MANAGER
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
1 1/4"
PERMANENT RAISED TEXT HELVETICA REGULAR, WHITE LETTERS
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119
6" = 1'-0"
NAVFAC DRAWING NO.
3" =1'-0"
9"
12712890 SHEET
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UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
A
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
WHITE GRAPHIC
6"
9"
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
PERMANENT RAISED TEXT HELVETICA REGULAR, WHITE LETTERS
Alarm Will Sound If Door Is Opened
B
A REVDATE: 2/14/2016 4:33:00 PM
Emergency Exit
LTH O F EA
NI A GI IR
SG-1: 758 NAVY BLUE 3/8" THICK MATTE ACRYLIC, PAINTED
WHITE GRAPHIC
C
N
6"
SG-1: 758 NAVY BLUE 3/8" THICK MATTE ACRYLIC, PAINTED
W
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
B
C
D
E
GENERAL NOTES: FLOOR FINISH
EF
DATE
A
1. REFER TO ROOM FINISH SCHEDULE GENERAL NOTES. UP
2. REFER TO ROOM FINISH SCHEDULE FOR FLOOR FINISHES NOT INDICATED ON PLANS. 3. REFER TO SPECIFICATION DIVISION 9 FLOORING FOR FLOORING MATERIAL INSTALLATION REQUIREMENTS, COORDINATION OF FLOORING ACCESSORIES AND TRANSITION STRIPS BETWEEN DIFFERENT FLOOR CONDITIONS. PROVIDE THRESHOLDS PER SPECIFICATIONS AND DRAWINGS.
UPS 110
FD FD
GFGI RACKS NOT IN CONTRACT TYPICAL
N
LTH O F EA
V
JAMIE M. DUBBE
9. ALL CONCRETE FLOOR SURFACES BELOW ACCESS FLOOR SYSTEM IN COMPUTER ROOMS TO RECEIVE A CLEAR CONCRETE SEALER FINISH AS APPROPRIATE FOR THE CLEANLINESS REQUIRED IN AN AIR PLENUM ENVIRONMENT.
AF-4: DIRECTIONAL AIRFLOW PANEL
W
Lic. No.014772 AR CH
IT
C
EC T SEAL
FD
AF-5: CLEAR TILE
FD
GENERAL NOTES: ACCESS FLOOR
MEN'S RESTRM / SHOWER 113
TLP-1: PORCELAIN, 12" X 24" FD
FD
FD
1.
FD
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
TYPICAL ACCESS FLOOR SYSTEM HEIGHT IS 24" ABOVE STRUCTURAL SUBFLOOR AT THE FIRST FLOOR AND 18" ABOVE STRUCTURAL SUBFLOOR AT THE SECOND FLOOR.
A/E INFO APPROVED
J SF
J SF
4
EXISTING BUILDING 470
CORRIDOR 100 SF
BUNK ROOM 102A
EMD OPEN OFFICE 101 TRAINING CLASSRM 105
3.
REFERENCE DRAWING A-532 FOR TYPICAL ACCESS FLOOR DETAILS.
4.
REFERENCE ELECTRICAL, MECHANICAL, AND COMM. DRAWINGS FOR LOCATIONS OF UNDER FLOOR SYSTEMS.
BUNK ROOM 102B
OFFICE 103
SF
5
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
SATISFACTORY TO DATE DES
6 PLAN NORTH
P-603
B470
DEPARTMENT OF THE NAVY
KEYPLAN
SCALE:
PLAN NORTH
EPROJECT NO.
GRAPHIC SCALE:
P-603 - FLOOR FINISH PLAN FIRST FLOOR
ERA
LAS 02/16/16
CHIEF ENG/ARCH
UP
SF
CHK
MCO
IPT TECH. BRANCH HEAD
DN
OFFICE 104
DRW
MCO
PROJECT MANAGER
B P-603 - FLOOR FINISH PLAN - FIRST FLOOR
EQUIPMENT SPACE 106
FLOOR MOUNTED SYSTEMS FURNITURE FEED. RE: ELEC AND COMM DRAWINGS
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
JAN / STORAGE 114
J
VIRGINIA BEACH, VIRGNIA
SF
FD
NAS OCEANA-DAM NECK ANNEX
FD
NAVAL STATION NORFOLK
FD
IPT-HAMPTON ROADS
3
THE FINISH FLOORS OF THIS BUILDING CONSIST OF A RAISED ACCESS FLOOR SYTEM INSTALLED OVER A CONCRETE STRUCTURAL SUBFLOOR. THE ACCESS FLOOR SYSTEM INCORPORATES UNDERFLOOR VOICE, DATA, ELECTRIACAL AND OTHER CABLE MANAGEMENT. HVAC DISTRIBUTIONS SYSTEMS IS ALSO INCORPORATED ON THE FIRST FLOOR. COORDINATION BETWEEN THE CONTRACTING OFFICER'S REPRESENTATIVE, THE ACCESS FLOOR SYSTEM MANUFACTURER AND INSTALLER, AND THE PLUMBING, HVAC, ELECTRICAL, COMMUNICATIONS, SECURITY AND FIRE PROTECTION SUBCONTRACTORS IS REQUIRED FOR THE PROPER INSTALLATION OF THE ACCESS FLOOR SYSTEM AND TO MAINTAIN THE INTEGRITY OF THE UNDERFLOOR AIR DISTRIBUTION PLENUM. ALL PENETRATIONS IN THE ACCESS FLOOR SYSTEM SHALL BE SEALED BEFORE THE INSTALLATION OF THE FLOOR PANELS, FINISHES, FURNITURE, OR EQUIPMENT. REFERENCE SPECIFICATION SECTION 09 69 13 - RIGID GRID ACCESS FLOORING FOR SPECIAL PROJECT PROCEDURES.
NAVAL FACILITIES ENGINEERING COMMAND
2.
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
0'
SCALE: 1/8" = 1'-0"
1/8" =1'-0"
4'
8'
16'
12712891 SHEET
125
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296
A-801
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2
3
4
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DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
A
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
AF-2: OFFICE SPACE (SEE ROOM FINISH SCHEDULE FOR FINISH MATERIAL)
A REVDATE: 2/14/2016 4:33:05 PM
8. PROVIDE IN TOILET AND RESTROOM SPACES ONLY A MARBLE THRESHOLD CENTERED UNDER DOORS WHERE PORCELAIN OR CERAMIC TILE MEETS A DIFFERENT FLOOR FINISH.
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
AF-1: EQUIPMENT SPACE (SEE ROOM FINISH SCHEDULE FOR FINISH MATERIAL)
NI A GI IR
LACTATION 112A WOMEN'S RESTRM / SHOWER 112 FD
7. PROVIDE COVE BULLNOSE, DOUBLE BULLNOSE AND BULLNOSE AT ALL OUTSIDE TILE CORNERS AND WHERE TILE TERMINATES FOR A CLEAN FINISH.
O
COMM 109
2
B
6. CENTER ALL FLOOR TILE SO THAT PERIMETER CUTS ARE EQUAL UNLESS NOTED OTHERWISE.
SEE ROOM FINISH SCHEDULE FOR FINISH MATERIAL
M
MECH 107
C
5. FOR FLOORING MATERIAL TRANSITIONS WHICH OCCUR AT DOORWAYS, TERMINATE FINISH TRANSITION AND TRANSITION STRIP UNDER THE DOOR AT THE DOOR STOP OR CENTER UNDER THE CLOSED DOOR.
FLOOR FINISH LEGEND
ELECT 111
SYM
4. REFER TO DRAWINGS FOR FLOORING MATERIAL TRANSITION DETAILS.
1
NMCI 108
D
COM
D
DESCRIPTION
UP
2
3
4
5
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY APPR
1
DATE
GENERAL NOTES: FLOOR FINISH 1. REFER TO ROOM FINISH SCHEDULE GENERAL NOTES. 2. REFER TO ROOM FINISH SCHEDULE FOR FLOOR FINISHES NOT INDICATED ON PLANS. 3. REFER TO SPECIFICATION DIVISION 9 FLOORING FOR FLOORING MATERIAL INSTALLATION REQUIREMENTS, COORDINATION OF FLOORING ACCESSORIES AND TRANSITION STRIPS BETWEEN DIFFERENT FLOOR CONDITIONS. PROVIDE THRESHOLDS PER SPECIFICATIONS AND DRAWINGS.
1
SEE ROOM FINISH SCHEDULE FOR FINISH MATERIAL
SF
OPS 207
AF-1: EQUIPMENT SPACE (SEE ROOM FINISH SCHEDULE FOR FINISH MATERIAL)
J
J
J
FILE NAME: C:\Revit_Projects\82327-P603MSSFac\Models\Arch\82327_A_603_acantoria.rvt
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
C
J
J
J
J
AF-3: SOFT TILE AND RF-3: RESILIENT FLOORING - RUBBER TILE, 24" X 24"
J
J
J
J
J
J
J
J
J
J
J
J
AF-4: DIRECTIONAL AIRFLOW PANEL
3 RF-3
RF-2 J
J
J
J
J
J
RF-2 J
J
J
J
J
J
RF-3
RF-1
CORRIDOR 200
SF
RAMP UP
EXISTING BUILDING 470
PA-3
BREAK ROOM 201
J
FLOOR MOUNTED SYSTEMS FURNITURE FEED. RE: ELEC AND COMM DRAWINGS
JUNCTION BOX. RE: ELEC AND COMM DRAWINGS.
SF J
J
J
J
SF
J
TRAINING 202 J
5
J
J
J
J
TYPICAL ACCESS FLOOR SYSTEM HEIGHT IS 24" ABOVE STRUCTURAL SUBFLOOR AT THE FIRST FLOOR AND 18" ABOVE STRUCTURAL SUBFLOOR AT THE SECOND FLOOR. THE FINISH FLOORS OF THIS BUILDING CONSIST OF A RAISED ACCESS FLOOR SYTEM INSTALLED OVER A CONCRETE STRUCTURAL SUBFLOOR. THE ACCESS FLOOR SYSTEM INCORPORATES UNDERFLOOR VOICE, DATA, ELECTRIACAL AND OTHER CABLE MANAGEMENT. HVAC DISTRIBUTIONS SYSTEMS IS ALSO INCORPORATED ON THE FIRST FLOOR. COORDINATION BETWEEN THE CONTRACTING OFFICER'S REPRESENTATIVE, THE ACCESS FLOOR SYSTEM MANUFACTURER AND INSTALLER, AND THE PLUMBING, HVAC, ELECTRICAL, COMMUNICATIONS, SECURITY AND FIRE PROTECTION SUBCONTRACTORS IS REQUIRED FOR THE PROPER INSTALLATION OF THE ACCESS FLOOR SYSTEM AND TO MAINTAIN THE INTEGRITY OF THE UNDERFLOOR AIR DISTRIBUTION PLENUM. ALL PENETRATIONS IN THE ACCESS FLOOR SYSTEM SHALL BE SEALED BEFORE THE INSTALLATION OF THE FLOOR PANELS, FINISHES, FURNITURE, OR EQUIPMENT. REFERENCE SPECIFICATION SECTION 09 69 13 - RIGID GRID ACCESS FLOORING FOR SPECIAL PROJECT PROCEDURES.
3.
REFERENCE DRAWING A-532 FOR TYPICAL ACCESS FLOOR DETAILS.
4.
REFERENCE ELECTRICAL, MECHANICAL, AND COMM. DRAWINGS FOR LOCATIONS OF UNDER FLOOR SYSTEMS.
J
J
J
J
J
J
J
J
J
J
J
J
J
SF
US/UK SECURE ROOM 204
T/O 203
KEYPLAN UP
6
PLAN NORTH
A REVDATE: 2/14/2016 4:33:10 PM
2.
JAN 211
4
J
IT
C
EC T
1305 EXECUTIVE BLVD. SUITE 160 CHESAPEAKE, VA 23320 757-548-2056
GENERAL NOTES: ACCESS FLOOR
AF-5: CLEAR TILE
J
RF-3
Lic. No.014772
RF-1: RESILIENT FLOORING - RUBBER TILE, 24" X 24"
CONFERENCE ROOM 210
J
J
JAMIE M. DUBBE
AR CH
1. J
V
SEAL
J
DATA/EQUIP. ROOM 209 J
LTH O F EA
J
J JJ J
9. ALL CONCRETE FLOOR SURFACES BELOW ACCESS FLOOR SYSTEM IN COMPUTER ROOMS TO RECEIVE A CLEAR CONCRETE SEALER FINISH AS APPROPRIATE FOR THE CLEANLINESS REQUIRED IN AN AIR PLENUM ENVIRONMENT.
J
J JJ
N
W
NI A GI IR
AF-3: SOFT TILE AND RF-2: RESILIENT FLOORING - ESD VINYL TILE, 24" X 24"
2
B
8. PROVIDE IN TOILET AND RESTROOM SPACES ONLY A MARBLE THRESHOLD CENTERED UNDER DOORS WHERE PORCELAIN OR CERAMIC TILE MEETS A DIFFERENT FLOOR FINISH.
P-603
B470
A/E INFO APPROVED
FOR COMMANDER NAVFAC / B.L.T.L. ACTIVITY
SATISFACTORY TO DATE DES
DRW
MCO
IPT TECH. BRANCH HEAD
EPROJECT NO.
GRAPHIC SCALE:
P-603 - FLOOR FINISH PLAN SECOND FLOOR
ERA
LAS 02/16/16
CHIEF ENG/ARCH
SCALE:
PLAN NORTH
CHK
MCO
PROJECT MANAGER
P-603 MARITIME SURVEILLANCE SYSTEM FACILTY
J
AF-3: SOFT TILE AND RF-1: RESILIENT FLOORING - RUBBER TILE, 24" X 24"
7. PROVIDE COVE BULLNOSE, DOUBLE BULLNOSE AND BULLNOSE AT ALL OUTSIDE TILE CORNERS AND WHERE TILE TERMINATES FOR A CLEAN FINISH.
VIRGINIA BEACH, VIRGNIA
J
J
NAS OCEANA-DAM NECK ANNEX
J
J
NAVAL STATION NORFOLK
J
J
6. CENTER ALL FLOOR TILE SO THAT PERIMETER CUTS ARE EQUAL UNLESS NOTED OTHERWISE.
IPT-HAMPTON ROADS
J
J
AF-2: OFFICE SPACE (SEE ROOM FINISH SCHEDULE FOR FINISH MATERIAL)
5. FOR FLOORING MATERIAL TRANSITIONS WHICH OCCUR AT DOORWAYS, TERMINATE FINISH TRANSITION AND TRANSITION STRIP UNDER THE DOOR AT THE DOOR STOP OR CENTER UNDER THE CLOSED DOOR.
NAVAL FACILITIES ENGINEERING COMMAND
J
CUR OPS 208
4. REFER TO DRAWINGS FOR FLOORING MATERIAL TRANSITION DETAILS.
P-603 - FLOOR FINISH PLAN - SECOND FLOOR
OPS OPEN OFFICE 206
DESCRIPTION
FLOOR FINISH LEGEND
D
SYM
UP
D
AS NOTED 1344924
CONSTR. CONTR. NO.
N40085-16-R-6119 NAVFAC DRAWING NO.
0'
SCALE: 1/8" = 1'-0" 1/8" =1'-0"
4'
8'
16'
12712892 SHEET
126
OF
296
A-802
1
2
3
4
5
DRAWFORM REVISION: 10 MAY 2014
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
B
A
UNCLASSIFIED/ /FOR OFFICIAL USE ONLY
EF
O
E
M
D
COM
C
NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT
B
DEPARTMENT OF THE NAVY
A
