o n c 01 nov 12 o n s o t i t r renovate and repair 35% ...ops.noahent.com/bidding/9406/9406 - 35...
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DEPARTMENT OF THE NAVY
MID-ATLANTICNAVAL FACILITIES ENGINEERING COMMAND
NORFOLK, VIRGINIA
CONSTRUCTION CONTRACT NO: N40085-11-D-6590
RENOVATE AND REPAIRBUILDING 526
NAVAL AIR STATION OCEANA, DAM NECK ANNEXVIRGINIA BEACH, VIRGINIA
35% SUBMITTAL NOVEMBER 1, 2012
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35% SUBMITTAL
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C:\Users\abanks\Documents\Current Revit Projects\11187-04 Renovate and Repair Building 526\Renovate and
Repair Building 526 - ANB.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
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TITLE SH
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G-001
N40085-11-D-6590
973122
ANBANB KTB
LOCATION MAP
VICINITY MAP
PROJECT LOCATION
PROJECT LOCATION
VICINITY MAPNOT TO SCALE
LOCATION MAPNOT TO SCALE
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SCALE:
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BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
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01 NOV 12
35% SUBMITTAL
11/1/2012 7:46:30 AM
C:\Users\abanks\Documents\Current Revit Projects\11187-04 Renovate and Repair Building 526\Renovate and
Repair Building 526 - ANB.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
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AIR
BUIL
DING
526
SHEET INDEX AND MAPS
G-002
N40085-11-D-6590
973122SEE DRAWING
ANBANB KTB
P-001 LEGEND, NOTES, DETAILS AND DIAGRAMPD101 FIRST FLOOR PLAN - AREA A - PLUMBING DEMOLITIONPD102 FIRST FLOOR PLAN - AREA B - PLUMBING DEMOLITIONPL101 FIRST FLOOR PLAN - AREA A - PLUMBINGPL102 FIRST FLOOR PLAN - AREA B - PLUMBINGP-601 PLUMBING SCHEDULESMECHANICALM-001 LEGEND, NOTESMD101 FIRST FLOOR PLAN - AREA A - MECHANICAL DEMOLITIONMD102 FIRST FLOOR PLAN - AREA B - MECHANICAL DEMOLITIONMH101 FIRST FLOOR PLAN - AREA A - MECHANICAL HVACMH102 FIRST FLOOR PLAN - AREA B - MECHANICAL HVACMP101 FIRST FLOOR PLAN - AREA A - MECHANICAL PIPINGMP102 FIRST FLOOR PLAN - AREA B - MECHANICAL PIPINGM-301 MECHANICAL SECTIONM-401 ENLARGED MECHANICAL ROOM PLAN - MECHANICALM-601 MECHANICAL SCHECULESM-602 MECHANICAL SCHEDULESELECTRICALE-001 LEGEND, ABBREVIATIONS, AND LIGHT FIXTURE SCHEDULEED101 FIRST FLOOR PLAN - AREA A - ELECTRICAL DEMOLITIONED102 FIRST FLOOR PLAN - AREA B - ELECTRICAL DEMOLITIONEL101 FIRST FLOOR PLAN - AREA A - ELECTRICAL LIGHTINGEL102 FIRST FLOOR PLAN - AREA B - ELECTRICAL LIGHTINGEP101 FIRST FLOOR PLAN - AREA A - ELECTRICAL POWEREP102 FIRST FLOOR PLAN - AREA B - ELECTRICAL POWEREH101 FIRST FLOOR PLAN - AREA A - ELECTRICAL HVACEH102 FIRST FLOOR PLAN - AREA B - ELECTRICAL HVACET101 FIRST FLOOR PLAN - AREA A - TELECOMMUNICATIONSET102 FIRST FLOOR PLAN - AREA B - TELECOMMUNICATIONSEP701 POWER RISER DIAGRAM
PROJECT TITLE SHEETG-001 TITLE SHEETG-002 SHEET INDEX AND MAPSCIVILC-001 LEGEND, ABBREVIATIONS AND GENERAL NOTESC-101 TOPOGRAPHIC SURVEY AND DEMOLITION PLANC-102 SITE PLANC-501 SITE DETAILSC-502 SITE DETAILSSTRUCTURALS-001 GENERAL NOTESS-002 GENERAL NOTES & TYPICAL DETAILSS-003 TYPICAL DETAILSS-101 FIRST FLOOR KEY PLAN AND PARTIAL FOUNDATION PLANLIFE SAFETYLS101 FIRST FLOOR PLAN - AREA A - LIFE SAFETYLS102 FIRST FLOOR PLAN - AREA B - LIFE SAFETYARCHITECTURALA-001 GENERAL INFORMATIONA-002 PHASINGAD101 FIRST FLOOR DEMOLITION PLAN - AREA AAD102 FIRST FLOOR DEMOLITION PLAN - AREA BAD103 ROOF DEMOLITION PLANA-101 FIRST FLOOR PLAN - AREA AA-102 FIRST FLOOR PLAN - AREA BA-103 ROOF PLANA-104 REFLECTED CEILING PLAN - AREA AA-105 REFLECTED CEILING PLAN - AREA BA-201 ELEVATIONSA-301 BUILDING SECTION AND WALL SECTIONSA-302 WALL SECTIONS AND PARTITION TYPESA-401 ENLARGED PLANS AND ELEVATIONSA-501 DETAILSA-601 DOOR SCHEDULE, DOOR AND FRAME ELEVATIONSA-602 FINISH SCHEDULE, LEGEND AND NOTESFIRE PROTECTIONFA001 FIRE ALARM LEGEND AND NOTESFD101 FIRST FLOOR PLAN - AREA A - FIRE PROTECTION DEMOLITIONFD102 FIRST FLOOR PLAN - AREA B - FIRE PROTECTION DEMOLITIONFA101 FIRST FLOOR PLAN - AREA A - FIRE ALARMFA102 FIRST FLOOR PLAN - AREA B - FIRE ALARMFA501 FIRE ALARM DETAILS AND DIAGRAMSFP001 FIRE PROTECTION LEGEND AND NOTESFP101 FIRST FLOOR PLAN - AREA A - FIRE PROTECTIONFP102 FIRST FLOOR PLAN - AREA B - FIRE PROTECTIONFP501 FIRE PROTECTION DETAILSPLUMBING
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1. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGSPRIOR TO STARTING CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OFTHE ARCHITECT/ENGINEER.
2. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL,MECHANICAL,ELECTRICAL, PLUMBING AND CIVIL DRAWINGS (IF DRAWINGS ARE APPLICABLE) THATCOMPRISE THE COMPLETE DOCUMENT SET FOR THIS PROJECT. THE CONTRACTOR SHALL VERIFY THEREQUIREMENTS OF OTHER TRADES AS TO SLEEVES, CHASES, ANCHORS, INSERTS, HANGERS, HOLES, ETC.TO BE PLACED IN THE STRUCTURAL WORK.
3. THE CONTRACTOR SHALL EXERCISE ALL PRECAUTIONS NECESSARY TO MAINTAIN ALL AREAS OF WORK INA SAFE CONDITION THROUGHOUT CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOMPLYING WITH ALL APPLICABLE SAFETY PRECAUTIONS AND REGULATIONS THAT MAY BE REQUIRED.
4. WHERE A SECTION OR DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY TO ALL LIKE ANDSIMILAR CONDITIONS.
5. UNDER NO CIRCUMSTANCES SHALL THE CONTRACT DRAWINGS BE REPRODUCED AND USED AS SHOPDRAWINGS.
6. THE STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR SHALLPROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE INPROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN COMPLETED. THEINVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OR ERECTION BRACING, SHORINGTEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES AND SEQUENCES OFPROCEDURES TO PERFORM THE WORK. THE SUPERVISION OF THE WORK IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR.
7. IN ACCORDANCE WITH THE VUSBC, SPECIAL INSPECTIONS WILL BE REQUIRED FOR THIS PROJECTUNDER THE "HAMPTON ROADS REGIONAL SPECIAL INSPECTION GUIDELINES AND PROCEDURES". SPECIALINSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE "SCHEDULE OF SPECIAL INSPECTIONS".THE CONTRACTOR SHALL NOTIFY THE SPECIAL INSPECTOR AT LEAST 24 HOURS IN ADVANCE FOR WORKTHAT WILL REQUIRE INSPECTION OR TESTING.
8. THE REFERENCE DATUM ELEVATION = (0'-0") FOR ELEVATIONS SHOWN ON THESE DRAWINGS SHALL BEFINISHED FLOOR ELEVATION, UNLESS OTHERWISE NOTED.
9. IT IS THE CONTRACTORS RESPONSIBLILTY TO FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONSPRIOR TO CONSTRUCTION. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THEARCHITECT.
GENERAL STRUCTURAL NOTES:
1. THE FOLLOWING LOADS IN ADDITION TO THE DEAD LOADS OF THE PERMANENT MATERIALS ANDCONSTRUCTION WERE USED.
UNREDUCED ROOF LIVE LOAD : 20 PSF (REDUCED ACCORDING TO CODE WHERE APPLICABLE)
FLOOR LIVE LOADS:ALL AREAS : 125 PSF
SNOW LOADS:GROUND SNOW LOAD: Pg = 10 PSFSNOW IMPORTANCE: Is = 1.0
THERMAL CATEGORY : Ct = 1.0 (HEATED)SNOW EXPOSURE FACTOR : Ce = 1.0 (PARTIALLY EXPOSED)
WIND LOADS:BASIC WIND SPEED (3 SECOND GUST) : 105 MPHIMPORTANCE FACTOR : 1.0WIND EXPOSURE : CINTERNAL PRESSURE COEFFICIENT : +/- 0.18 (ENCLOSED)CATEGORY : II
SEISMIC LOADS:OCCUPANCY CATEGORY : IISPECTRAL RESPONSE COEFFICIENTS
Ss = 12% gSI = 5% g
SITE CLASS: EBASIC SEISMIC-FORCE-RESISTING SYSTEM
ORDINARY REINFORCED MASONRY SHEAR WALLSRESPONSE MODIFICATION FACTOR, R : 2.0DEFLECTION AMPLIFICATION FACTOR, Cd : 1.75
ANALYSIS PROCEDURE: EQUIV. LATERAL FORCESEISMIC DESIGN CATEGORY : B
DESIGN LOADS:
1. UNIFIED FACILITIES CRITERIA: UFC 1-200-01 "DESIGN GENERAL BUILDING REQUIREMENTS", ANDUFC 3-301-01 "STRUCTURAL ENGINEERING."
2. 2009 EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VUSBC).
3. 2009 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC).
4. 2005 EDITION OF THE AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7-05), "MINIMUM DESIGNLOADS FOR BUILDINGS AND OTHER STRUCTURES."
5. THIRTEENTH EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), "MANUAL OF STEELCONSTRUCTION", ALLOWABLE STRESS DESIGN AND "ALLOWABLE STRESS DESIGN SPECIFICATION FORSTRUCTURAL JOINTS USING ASTM A325 OR 490 BOLTS."
6. 2008 EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI 318), "BUILDING CODE REQUIREMENTS FORSTRUCTURAL CONCRETE."
DESIGN CRITERIA AND GOVERNING NOTES:
7. LATEST EDITION OF THE AMERICAN STANDARDS OF TESTING OF MATERIALS (ASTM), "STANDARDS INBUILDING CODES", VOLUME I AND II.
8. LATEST EDITION OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.
9. LATEST EDITION OF THE AMERICAN WELDING SOCIETY (AWS), "STRUCTURAL WELDING CODE."
DESIGN CRITERIA AND GOVERNING NOTES: (CONTINUED)
1. THE ENTIRE AREA BELOW NEW CONCRETE SHALL BE STRIPPED OF ALL SURFACE VEGETATION ANDTOPSOIL. STRIPPING SHOULD EXTEND AT LEAST FIVE FEET (5'-0") BEYOND CONCRETE LIMITS.
2. THE EXPOSED SUBGRADE SHALL THEN BE PROOFROLLED WITH A HEAVILY LOADED DUMP TRUCK ANDBE MONITORED BY A GEOTECHNICAL ENGINEER TO LOCATE ANY POCKETS OF EXCESSIVELY SOFTSURFACE SOILS. ALL AREAS THAT DEFLECT EXCESSIVELY OR RUT AND FAIL TO TIGHTEN UP UNDERCONTINUED PROOFROLLING SHALL BE UNDERCUT TO FIRM MATERIAL AND BE REPLACED WITH PROPERLYCOMPACTED FILL.
3. FILL SHALL BE CLASSIFIED AS SP-SM, SP OR SW BY THE UNIFIED SOILS CLASSIFICATION SYSTEM,WITH NO MORE THAN TWELVE (12) PERCENT PASSING THE NUMBER 200 SIEVE. THE FILL SHOULD BEPLACED IN LOOSE LIFTS OF UP TO EIGHT INCHES THICK AND COMPACTED TO A MINIMUM OF NINETY-FIVE (95) PERCENT OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY THE PROCEDURES OUTLINED INASTM D-698. COMPACTION OF EACH FILL LIFT SHALL BE VERIFIED BY IN-PLACE DENSITY TESTINGPRIOR TO INSTALLATION OF THE NEXT LIFT.
4. THE EXCAVATION FOR THE BUILDING'S FOUNDATIONS SHALL BE INSPECTED AND TESTED BY AGEOTECHNICAL ENGINEER WITH A DYNAMIC CONE PENETROMETER TO CONFIRM THAT THE EXCAVATIONIS ADEQUATE TO SUPPORT THE FOOTINGS.
5. DUE TO THE TENDENCY OF THE UPPER STRATA TO BECOME SOFTENED AND UNSTABLE WHENSATURATED AND WORKED BY EQUIPMENT, CONSTRUCTION TRAFFIC SHOULD BE LIMITED TO A MINIMUM.WE RECOMMEND THAT ALL FOOTINGS BE PLACED AS SOON AS POSSIBLE AFTER EXCAVATION TOMINIMIZE THE POTENTIAL FOR DAMAGE TO THE FOUNDATION SOILS.
SOIL PREPARATION NOTES:
1. THE FOUNDATIONS WERE DESIGNED FOR A MAXIMUM ALLOWABLE NET SOIL BEARING PRESSURE OF 2000PSF. THE SOILS BENEATH THE PROPOSED FOOTINGS SHALL BE CAPABLE OF SAFELY SUPPORTING THISLOAD WITHOUT EXCESSIVE SETTLEMENT. ANY UNUSUAL SOIL CONDITIONS SHALL BE BROUGHT TO THEATTENTION OF THE ARCHITECT/ENGINEER.
2. ELEVATIONS TO TOP OF ALL FOOTINGS SHALL BE SHOWN ON THE FOUNDATION PLAN. EXCAVATIONDEPTHS ARE A MINIMUM AND SHALL BE LOWERED IF APPROVED BY THE ARCHITECT/ENGINEER TOOBTAIN THE DESIGN BEARING PRESSURE. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL REPORT (IFAPPLICABLE) PRIOR TO STARTING FOUNDATION CONSTRUCTION.
3. SOFT, AND OTHERWISE UNSATISFACTORY, SOILS BENEATH PROPOSED FOUNDATION ELEMENTS SHALL BEREMOVED AT THE DIRECTION OF THE ARCHITECT/ENGINEER AND BACKFILLED WITH PROPERLYCOMPACTED MATERIALS.
4. EARTH FORMED FOOTINGS SHALL CONFORM TO THE SHAPE, LINES AND DIMENSIONS AS SHOWN ON THEFOUNDATION PLAN. BEFORE PLACING CONCRETE, ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED,ACCURATELY POSITIONED, AND MAINTAINED SECURELY IN PLACE.
5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PREVENT STORMWATER FROMENTERING FOUNDATION EXCAVATIONS. ALL WATER SHALL BE REMOVED BEFORE DEPOSITING CONCRETE.CONCRETE SHALL NOT BE PLACED ON SOFT, SATURATED SOIL.
6. WALL FOOTINGS SHALL BE CENTERED ON THE WALLS AND COLUMN FOOTINGS SHALL BE CENTEREDUNDER THE COLUMNS, UNLESS OTHERWISE NOTED.
7. PIPES SHALL NOT RUN THROUGH STANDARD FOOTINGS. STEP FOOTINGS FOR PIPES TO RUN ABOVE TOPOF FOOTING, UNLESS OTHERWISE NOTED. REFER TO PLUMING DRAWINGS FOR PIPE LOCATIONS (IFAPPLICABLE). REFER TO TYPICAL STEPPED FOOTING DETAIL SHEET S-003 FOR CLEARANCEREQUIREMENTS.
FOUNDATION NOTES:
1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 301 "STRUCTURAL CONCRETE FORBUILDINGS" AND ACI 318/318R "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.
2. ALL CAST-IN-PLACE CONCRETE SHALL BE NORMAL WEIGHT CONCRETE AND ATTAIN AN ULTIMATECOMPRESSIVE STRENGTH OF 3,500 PSI AT AN AGE OF 28 DAYS.
3. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60 DEFORMED BARS UNLESSOTHERWISE NOTED. ALL REINFORCING STEEL MARKED CONTINUOUS (CONT.) SHALL BE LAPPED 42 BARDIAMETERS AT SPLICES (PER CHART BELOW), UNLESS OTHERWISE NOTED.
REQUIRED STEEL REINFORCING BAR LAPS IN CAST-IN-PLACE CONCRETEBAR SIZE BAR DIAMETER X42 BAR DIAMETER REQUIRED SPLICE #4 0.500 � X42 21.00� #5 0.625� X42 26.25�
4. ALL WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A185 (FLAT SHEETS ONLY).
5. THE SLUMP OF CAST-IN-PLACE CONCRETE SHALL NOT EXCEED 4 INCHES WITHOUT A HIGH RANGEWATER REDUCING ADMIXTURE. THE SLUMP OF CAST-IN-PLACE CONCRETE WITH THE USE OF A HIGHRANGE WATER REDUCING ADMIXTURE SHALL NOT EXCEED 8 INCHES. ALL CONCRETE EXPOSED TOWEATHER SHALL BE AIR-ENTRAINED 5% TO 7%. ENTRAPPED AIR SHALL NOT EXCEED 3%.
6. ALL REINFORCING STEEL AND EMBEDDED ITEMS SUCH AS ANCHOR BOLTS AND WELD PLATES SHALL BEACCURATELY PLACED IN THE POSITIONS SHOWN AND ADEQUATELY TIED AND SUPPORTED BEFORECONCRETE IS PLACED TO PREVENT DISPLACEMENT BEYOND PERMITTED TOLERANCES. WET-SETTING OFREINFORCING STEEL IS PROHIBITED.
CAST-IN-PLACE CONCRETE NOTES:
7. CONCRETE PROTECTION FOR REINFORCING STEEL AND OTHER GENERAL REQUIREMENTS OF PLACING ANDFABRICATION OF REINFORCING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "THE AMERICANCONCRETE INSTITUTE BUILDING CODE REQUIREMENTS" (ACI 318). MINIMUM CONCRETE COVER FORPROTECTION OF REINFORCEMENT SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED:
CONCRETE CAST AGAINST ANDPERMANENTLY EXPOSED TO EARTH : 3 INCHES
CONCRETE CAST AGAINST FORMWORK ANDPERMANENTLY EXPOSED TO EARTH OR WEATHER : 1 1/2 INCHES
CONCRETE CAST AGAINST FORMWORK ANDNOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH : 3/4 INCH
8. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF CONCRETE MIX DESIGN AND TEST REPORTS. THEMIX DESIGN SHALL INCLUDE ALL PROPERTIES OF THE MIX, MATERIALS USED IN THE CONCRETE ANDACTUAL CONCRETE STRENGTH. SHOP DRAWINGS FOR CONCRETE REINFORCEMENT SHALL ALSO BEPROVIDED, INCLUDING REINFORCING AND WELDED WIRE FABRIC.
9. PROVIDE 3/4" CHAMFER ON ALL EXPOSED EDGES OF CONCRETE, EXCEPT AS NOTED.
CAST-IN-PLACE CONCRETE NOTES: (CONTINUED)
1. ALL MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 530-08, "BUILDING CODEREQUIREMENTS FOR MASONRY STRUCTURES" AND ACI 530.1-08, "SPECIFICATIONS FOR MASONRYSTRUCTURES."
2. ALL CONCRETE MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM C-90 "SPECIFICATIONS FORHOLLOW LOAD-BEARING UNITS" AND SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF f'm=1500 PSI.
3. ALL MORTAR FOR USE IN ENGINEERED MASONRY BEARING WALLS SHALL BE IN ACCORDANCE WITH ASTMC-270 TYPE "S" MORTAR. ALL MASONRY GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 ANDSHALL OBTAIN A 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI.
4. PROVIDE DOWELS OUT OF FOOTING AT ALL EXTERIOR AND LOAD-BEARING MASONRY WALLS, PROVIDESTANDARD ACI HOOK ON END OF BAR INTO FOOTING. LAP 48 BAR DIAMETERS WITH VERTICAL MASONRYREINFORCING, NUMBER, SIZE AND SPACING OF DOWELS SHALL MATCH WALL REINFORCING. DOWELSSHALL BE WIRE TIED AND NOT PUSHED INTO WET CONCRETE.
5. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, GRADE 60 DEFORMED BARS.CENTER REINFORCING BARS IN BLOCK CELLS UNLESS OTHERWISE NOTED.
6. THE MASONRY CONTRACTOR SHALL BUILD, REINFORCE, AND GROUT THE WALLS IN NO GREATER THAN4'-0" LIFTS, VIBRATING GROUT IMMEDIATELY AFTER EACH LIFT.
7. LAP ALL REINFORCING IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE AT SPLICES. REFERTO CHART BELOW FOR SPLICE REQUIREMENTS. FULLY GROUT ALL REINFORCED CELLS.
REQUIRED STEEL REINFORCING LAPS IN REINFORCED MASONRY (f'm = 1,500 PSI)BAR SIZE 8" CMU #4 25" #5 32"
8. PROVIDE GALVANIZED HORIZONTAL LADDER (EXTERIOR CONDITION)/TRUSS (INTERIOR CONDITION) TYPEJOINT REINFORCING WITH NO. 9 GAGE CROSS RODS AT 16" ON CENTER ON ALL WALLS.
9. DIMENSIONS SHOWN FOR CMU WALLS ARE NOMINAL BLOCK. HOLD DIMENSIONS TO OUTSIDE FACE OFCMU.
10. REFER TO ARCHITECTURAL DRAWINGS FOR ANY ADDITIONAL GROUTING REQUIREMENTS.
11. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOTEXCEEDING 192 BAR DIAMETERS OF THE REINFORCEMENT.
12. PROVIDE ONE VERTICAL BAR OF THE SIZE AS WALL REINFORCING AT CORNERS AND ENDS OF WALLS.REFER TO TYPICAL WALL REINFORCING DETAILS ON SHEET S-003.
13. REFER TO SHEET S-101 FOR LINTEL SCHEDULE.
14. PROVIDE BOND BEAM AT TOP AND BOTTOM OF ALL WALLS AND AT EACH FLOOR AND ROOF LEVELAND AT THE MINIMUM SPACING INDICATED.
MASONRY NOTES:
1. REFER TO SHEET S-002.
ADDITIONAL GENERAL NOTES:
1. REFER TO SHEET S-002.
ABBREVIATION LIST:
McPHERSONDESIGNGROUP p.c.
STRUCTURAL ENGINEERS6371 Center Drive, Suite 100Norfolk, Virginia 23502-4102Phone (757) 965-2000Facsimile (757) 965-2001www.McPhersonDesignGroup.com
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SHEET OF
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SCALE:
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PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
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F:\2011\11-393\DWGS\Revit 2013\11-387_STRUCTURAL.rvt
NORFOLK N
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GENERAL N
OTES
S-001
973122
CPGMJL GMG
1. ALL STEEL DECKING SHALL CONFORM TO THE PROVISIONS OF THE LATEST EDITION OFTHE STEEL DECK INSTITUTE (SDI) "DESIGN MANUAL FOR COMPOSITE DECKS, FORMDECKS, AND ROOF DECKS."
2. ROOF DECKING SHALL BE 36-INCH WIDE PANELS. LENGTHS OF PANELS SHALL BESUFFICIENT TO SPAN THREE OR MORE FRAMING SPACES IN CONTINUOUS FASHION,UNLESS OTHERWISE NOTED.
3. ROOF DECKING SHALL BE ATTACHED TO PERIMETER FRAMING MEMBERS WITH 5/8"DIAMETER PUDDLE WELDS AT 6" ON CENTER. ROOF DECKING SHALL BE ATTACHEDTO INTERIOR SUPPORTING MEMBERS WITH 5/8" DIAMETER PUDDLE WELDS AT 12" ONCENTER.
4. ALL SIDE LAPS BETWEEN DECKING PANELS SHALL BE CONNECTED USING #12 SELF-DRILLING/SELF-TAPPING SCREWS AT 16" ON CENTER.
5. ALL ROOF DECK SHALL BE 1 1/2" DEEP, 20 GAGE WIDE RIB METAL DECK.
6. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3-98, "STRUCTURAL WELDINGCODE - SHEET STEEL."
7. ALL STEEL DECKING SHALL BE GALVANIZED WITH A G60 COATING IN CONFORMANCEWITH ASTM A 653/653M.
8. ALL STEEL DECKING SHALL BE PAINTED, REFER TO ARCHITECTURAL DRAWINGS FORADDITIONAL INFORMATION.
STEEL DECK NOTES:
ACI AMERICAN CONCRETE INSTITUTEADDIT. ADDITION/ADDITIONALAISC AMERICAN INSTITUTE OF STEEL CONSTRUCTIONARCH. ARCHITECTURALASTM AMERICAN STANDARD FOR TESTING OF MATERIALSAWS AMERICAN WELDING SOCIETYBLDG. BUILDINGB.O. BOTTOM OFBOTT. BOTTOMBRG. BEARINGCL CENTERLINECLR. CLEARCMU CONCRETE MASONRY UNITCOL. COLUMNCONC. CONCRETECONN. CONNECT/CONNECTIONCONT. CONTINUE/CONTINUOUSCOORD. COORDINATEDBL. DOUBLEDEMO. DEMOLISH/DEMOLITIONDET. DETAILDIA. DIAMETERDIAG. DIAGONALDWGS. DRAWINGSEA. EACHE.F. EACH FACEE.W. EACH WAYELEV. ELEVATIONEMBED. EMBEDDED/EMBEDMENTEQ. EQUAL/EQUALLYEXIST. EXSITINGF.F. FINISHED FLOORFLR. FLOORFNDN. FOUNDATIONF.O. FACE OFFTG. FOOTINGF.V. FIELD VERIFYGA. GAGEGALV. GALVANIZEDHORIZ. HORIZONTALINFO. INFORMATIONKSI KIPS PER SQUARE INCHLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLT. LIGHTL.W. LONG WAYMANUF. MANUFACTURERMAS. MASONRYMAX. MAXIMUMMIN. MINIMUMMECH. MECHANICALMTL. METALo/c ON CENTEROPNG. OPENINGOPP. OPPOSITEPEJ PREMOLDED EXPANSION JOINTPROJ. PROJECTIONPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHP.T. PRESSURE TREATEDREINF. REINFORCED/REINFORCINGREM. REMAINDERREQ'D. REQUIREDRTU ROOF TOP UNITSECT. SECTIONSIM. SIMILARSTD. STANDARDSTRUCT. STRUCTURALS.W. SHORT WAYTHK. THICKT.O. TOP OFTYP. TYPICALU.O.N. UNLESS OTHERWISE NOTEDVERT. VERTICALW.P. WORKING POINTWWF WELDED WIRE FABRIC
ABBREVIATION LEGEND1. ALL STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL BE IN ACCORDANCE WITH ASTM
A992 GRADE 50 KSI SPECIFICATIONS UNLESS OTHERWISE NOTED. ALL STRUCTURALSTEEL ANGLES, PLATES AND MISCELLANEOUS MEMBERS SHALL BE IN ACCORDANCEWITH ASTM A36 GRADE 36 KSI SPECIFICATIONS. ALL STRUCTURAL PIPING SHALL BEIN ACCORDANCE WITH ASTM A53, GRADE B. ALL HOLLOW STRUCTURAL SECTIONSSHALL BE IN ACCORDANCE WITH ASTM A500, GRADE B.
2. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE THIRTEENTH EDITION OF THEMANUAL OF STEEL CONSTRUCTION OF THE AMERICAN INSTITUTE OF STEELCONSTRUCTION.
3. ALL FIELD BOLTED SHEAR CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS(THREADS INCLUDED IN THE SHEAR PLANE) WITH A MINIMUM OF (2)-3/4 INCHDIAMETER ASTM A325 HIGH STRENGTH BOLTS UNLESS OTHERWISE NOTED. ALLSHEAR CONNECTIONS SHALL BE DESIGNED TO SUPPORT HALF OF THE TOTALUNIFORM LOAD CAPACITY SHOWN ON TABLES "ALLOWABLE LOADS ON BEAMS" OFTHE AISC MANUAL OF STEEL CONSTRUCTION FOR THE GIVEN SPAN AND STEELSPECIFIED, UNLESS THE END REACTION IS NOTED ON DRAWINGS. SINGLE SHEARCONNECTION TO PLATES THROUGH COLUMNS SHALL BE IN ACCORDANCE WITHTABLE "10-9" OF THE AISC MANUAL.
4. ALL STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIPPED GALVANIZEDIN ACCORDANCE WITH ASTM A123, UNLESS OTHERWISE NOTED.
5. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1, "STRUCTURAL WELDINGCODE - STEEL". WELD ELECTRODES SHALL BE E70XX.
6. NON-SHRINK GROUT SHALL BE IN ACCORDANCE WITH CRD-C621 SPECIFICATIONS,AND SHALL BE NON-CORROSIVE, NON-STAINING AND NON-METALLIC, PREMIXEDPRODUCT.
7. PROVIDE DIRECT TENSION INDICATING (DTI) WASHERS AT ALL BOLTED CONNECTIONS.
STRUCTURAL STEEL NOTES:PRESSURE INJECTION OF MAJOR STRUCTURAL CRACKS WITH EPOXY RESIN
REPAIR TYPE - CRACK REPAIRCR
1. REMOVE ALL LOOSE AND SPALLING CONCRETE FROM THE CRACK.
2. BLOW OUT ALL LOOSE DIRT AND OTHER DELETERIOUS MATERIAL WITH A STREAMOF COMPRESSED AIR.
3. FLUSH OUT THE CRACK WITH A JET OF POTABLE WATER AND ALLOW TO DRYTHOROUGHLY.
4. LOCATE SURFACE MOUNTED PORTS AT 16" TO 20" CENTERS ALONG CRACKCENTERLINE.
5. COMPLETELY SEAL THE SURFACE OF THE CRACK AND PORTS WITH EPOXYADHESIVE. THE GEL EPOXY SHALL EXTEND AT LEAST ONE INCH ON EACH SIDEOF CRACK. WAIT UNTIL MATERIAL HAS CURED BEFORE INJECTING THE CRACK.
6. INJECT EPOXY RESIN INTO LOWEST NIPPLE USING A STANDARD HAND-CAULKINGGUN OR PRESSURE POT. WHEN THE EPOXY REACHES THE LEVEL OF THE NEXTHIGHEST NIPPLE, MOVE UP AND REPEAT THE ABOVE PROCEDURE AT EACHNIPPLE ALONG THE CRACK UNTIL THE ENTIRE LENGTH OF CRACK IS SEALED.AT THE LAST NIPPLE, APPLY PRESSURE UNTIL REFUSAL.
7. ALWAYS BEGIN PRESSURE INJECTION OF EPOXY RESIN AT THE LOWEST POINT OFA CRACK.
8. AFTER THE EPOXY HAS CURED, REMOVE THE PORTS AND GRIND THE CONCRETESURFACE SMOOTH TO REMOVE ALL SEALER AND OVERFLOWED EPOXY RESIN.
9. ALL EPOXY REPAIR WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THEMANUFACTURER'S SPECIFICATIONS. DO NOT APPLY EPOXY AT TEMPERATURESBELOW 45 DEGREES FAHRENHEIT.
SURFACE SPALL REPAIR WITH NON-SAG MORTAR
REPAIR TYPE - SPALL REPAIRSP
1. REMOVE ALL LOOSE AND UNSOUND CONCRETE.
2. SAW CUT THE PERIMETER OF THE PATCH TO A MAXIMUM DEPTH OF 1/2" ANDSQUARE CHIP THE PATCH DOWN TO THE PROPER DEPTH (ONE INCH MINIMUM).DO NOT FEATHER EDGES.
3. UNDERCUT EXPOSED REINFORCING STEEL 1/2" TO 3/4" TO PERMIT PROPERCLEANING OF THE REINFORCING AND PROVIDE ADEQUATE CONCRETE COVER.
4. ALL EXPOSED RUSTED REINFORCING STEEL SHALL BE SANDBLASTED FREE OFRUST. REMOVE ALL SAND, RUST SCALE AND DUST. THE REMAINING CONCRETESURFACE SHALL HAVE A FRACTURED AGGREGATE PROFILE.
5. POWER WASH THE AREA AND ALLOW THE SUBSTRATE TO DRY TO A SATURATESURFACE DRY (SSD) CONDITION.
6. APPLY MORTAR TO SPALLED AREA IN LIFTS NOT TO EXCEED MANUFACTURER'SRECOMMENDATIONS. ALLOW FOR PROPER MOIST CURING ACCORDING TOMANUFACTURER'S RECOMMENDATIONS. REPAIR MORTAR SHALL NOT BE APPLIEDWHEN TEMPERATURES FALL BELOW 45 DEGREES FAHRENHEIT.
7. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE MANUFACTURER'SSPECIFICATIONS.
CRACK IN CONCRETE,SEE REPAIR NOTESTHIS SHEET FOREPOXY INJECTION OFCRACK
CONCRETE WALL ORSLAB OVERHEAD
NOT TO SCALE
PRESSURE INJECTION OFREPAIR TYPE CR
CRACKS IN CONCRETENOT TO SCALE
SPALL TO CONCRETE WALLREPAIR TYPE
CONC. WALL
EXIST. EXPOSEDREINF.
SPALL IN CONC. WALL,SEE REPAIR NOTES THISSHEET FOR SURFACEPREPARATION AND REPAIR
SP
L
FILL VOID WITHNORMAL WEIGHTCONC.
TOP OF SLAB,MATCH EXIST.
ROUGHEN SURFACETO 1/4" AMPLITUDEAND PAINT WITHBONDING COMPOUND
EXIST. CONC. SLAB,VERIFY THICKNESS
L
FILL VOID WITHNORMAL WEIGHTCONC.
EQ.
EQ.
#4 DOWEL AT12" o/c AROUNDPERIMETER
DRILL AND EPOXYWITH HILTI-HITHY150, MIN.EMBED. = 6"
NOTE: LENGTH OF DOWELS SHALL BE (L-2")
L > 12"L < 12"
TOP OF SLAB,MATCH EXIST.
ROUGHEN SURFACETO 1/4" AMPLITUDEAND PAINT WITHBONDING COMPOUND
EXIST. CONC. SLAB,VERIFY THICKNESS
McPHERSONDESIGNGROUP p.c.
STRUCTURAL ENGINEERS6371 Center Drive, Suite 100Norfolk, Virginia 23502-4102Phone (757) 965-2000Facsimile (757) 965-2001www.McPhersonDesignGroup.com
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
10/31/2012 12:50:21 PM
F:\2011\11-393\DWGS\Revit 2013\11-387_STRUCTURAL.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
GENERAL N
OTES & TYPICAL DETAILS
S-002
973122
CPGMJL GMG
NOT TO SCALE
TYPICAL SLAB INFILL DETAILS
3' - 4"DOOR OPNG.COORD. W/ ARCH. DWGS.
#4, CONT.
2" C
LR.
EXT. WALL,REFER TO PLAN
PLAN VIEW
(2)-#4 x 3'-0"LONG, MID-DEPTHOF SLAB, EA. SIDEOF OPNG.
4" CLR.
#4 @ 16"o/c
CONC. SLAB-ON-GRADE,REFER TO PLAN
PROVIDE (1)VERT. BAR ATOPNG., TYP.
STD. ACI 90 HOOKCONT. FTG. REINF.
NOTE:TIE BARSNOT SHOWN.
3" CLR. TYP.3" C
LR. TYP.
AT CORNERS AT INTERSECTIONS
DRILL HOLES INTO EXIST.FTG. TO RECEIVE DOWELSSAME SIZE & QUANTITY ASNEW FTG. CLEAN HOLESOF ALL DEBRIS & FILL W/EPOXY. HOLE DIA. SHALLBE PER EPOXY MANUF.REQUIREMENTS, IF HOLEDIA. NOT SPECIFIED, HOLEDIA. SHALL BE 1/8"LARGER THAN DOWEL SIZE
EXIST. WALL & FTG.
EQEQ
STEP NEW FTG. AS REQ'D.TO MATCH EXIST. FTG. ELEV.
NEW CONC. WALL
NEW FTG.
CLEAN SURFACE &PAINT FACE OF EXIST.FTG. W/ BONDINGCOMPOUND PRIOR TOPLACING NEW CONC.
8" EMBED. 1'-4"LAP
1'-0"
NEW FTG.EXIST. FTG.
TYP.
1'-0"
MIN.
1'-0"
8"8"
16"
MAX.
MIN.
3" CLR.
1' - 4"
1' - 4"
32" MIN.
16" STEP
TYP.
16" MIN.
8" STEP
TYP.
CONT. FTG. REINF.
'Z' BARS, SAME SIZE& NO. AS CONT. FTG.REINF. BEND ASSHOWN
CONC. FTG.REINF.
2'-0" LAP
2'-0" LAP
7 5/
8"
EQEQ
WALLTHICKNESS
EQEQ
TYPICAL BAR BEAM BEARINGPERPENDICULAR
VERTICAL CONTROLJOINT
3/8"
VERT. CONTROL JT.,REFER TO ARCH.DWGS. FORLOCATION & DETAIL
NOTE 'A' NOTE 'B' NOTE 'B'
REINF. (2)-CELLSNEARESTBEAM BRG.
NOTES:A. VERTICAL WALL REINFORCING BAR
AS SPECIFIED. REFER TO OTHERDETAILS AND SECTIONS FOR SIZEAND SPACING.
B. VERTICAL WALL REINORCING BARAS SPECIFIED (PROVIDE #4 BARWHERE NOT OTHERWISESPECIFIED).
C. ADDITIONAL VERTICAL WALLREINFORCING BARS MAY BEREQUIRED, REFER TO PLANS ANDOTHER DETAILS.
D. CENTERLINE OF BEAM/GIRDERABOVE, REFER TO FRAMINGPLANS FOR EXACT LOCATION.
E. PROVIDE VERTICAL CONTROLJOINTS SPACED AT 18'-0" ONCENTER MAXIMUM.
CORNER INTERSECTION OPENING BEAM BEARING ATEND OR CORNER
GROUT ALLREINF. CELLSSOLID, TYP.
INT.
EXT.
OPNG.
OPNG.
NOTE 'B'
NOTE 'D'
NOTE 'D'
NOTE 'B'
NOTE 'C'
NOTE 'B'NOTE'B', TYP.
NOTE 'E'
PROVIDE (1)-#5 x1'-0" LONG DOWELAT 32"o/c, VERT.(MIN. EMBED.=6")
CMU INFILL REINF. W/#5 BARS AT EA. JAMB& AT 24"o/c
EXIST. CONC. WALL
PROVIDE DOWELS SAMESIZE & SPACING ASWALL REINF. (MIN.EMBED.=6")
EXIST. CONC. SLAB
CMU INFILL REINF. W/#5 BAR AT JAMB
EXIST. CMU WALL
PROVIDE #5 DOWEL(MIN. EMBED.=6")
EXIST. CONC. SLAB
CONTRACTOR SHALLREMOVE EXIST. CMU ASREQ'D. TO "TEETH-IN"CMU INFILL
GROUT NEW JAMB SOLIDW/ GROUT, TYP.
McPHERSONDESIGNGROUP p.c.
STRUCTURAL ENGINEERS6371 Center Drive, Suite 100Norfolk, Virginia 23502-4102Phone (757) 965-2000Facsimile (757) 965-2001www.McPhersonDesignGroup.com
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
10/31/2012 12:50:25 PM
F:\2011\11-393\DWGS\Revit 2013\11-387_STRUCTURAL.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
TYPICAL DETAILS
S-003
973122
CPGMJL GMG
NOT TO SCALE
TYPICAL DETAIL OF ADDED SLAB REINFORCING ATEXTERIOR DOORS
NOT TO SCALE
TYPICAL FOOTING REINFORCING DETAILNOT TO SCALE
TYPICAL DETAIL AT INTERSECTION OF NEW ANDEXISTING FOOTINGS
NOT TO SCALE
TYPICAL STEPPED FOOTING DETAIL
NOT TO SCALE
TYPICAL WALL REINFORCING DETAILS
NOT TO SCALE
TYPICAL CMU WALL INFILL DETAILNOT TO SCALE
TYPICAL DOOR JAMB INFILL DETAIL
S-101B1
PHASE APHASE B
15' - 9"1 15' - 9"8' - 9 1/2"1 1 3' - 7"
4' - 3" 15' - 9" 10' - 0" 6' -
0"
1' -
8"
1 1 1 1
2
1
10' - 0"1
7'-4"
WF2.0
WF2.0
B2
S-101
B3
S-101
CONC. SLAB, REFERTO PLAN NOTE 1
REFER TO PLANNOTE 4, TYP.
6'-8"
REFERTO PLANNOTE 7
CMU WALL INFILL. REFER TO TYPICAL CMU WALLINFILL DETAIL ON SHEET S-003.
CMU DOOR JAMB INFILL. REFER TO TYPICALDOOR JAMB INFILL DETAIL ON SHEET S-003.
FIRST FLOOR KEY PLAN NOTES:1
2
1. FIRST FLOOR CONSTRUCTION SHALL BE A 4" THICK CONCRETE SLAB-ON-GRADE REINFORCED WITH ONE LAYER OF6x6-W1.4x1.4 WELDED WIRE FABRIC OVER 10 MIL POLYETHYLENE VAPOR BARRIER AND 4" OF POROUS FILL MATERIAL.TOP OF CONCRETE SLAB ELEVATION SHALL BE (0'-0"), UNLESS OTHERWISE NOTED.
2. TOP OF ALL WALL FOOTINGS SHALL BE (-1'-4") BELOW FINISHED FLOOR ELEVATION, UNLESS OTHERWISE NOTED.TOP OF FOOTINGS OTHER THAN SPECIFIED ABOVE ARE INDICATED ON PLAN, THUS (-X'-X") BELOW FINISHED FLOORELEVATION.
3. WFX.X DENOTES CONCRETE WALL FOOTING TYPE. REFER TO FOOTING SCHEDULE ON THIS SHEET FOR SIZE ANDREINFORCING.
4. PROVIDE (2)-#4 BARS x 3'-0" OONG DIAGONALLY AT ALL RE-ENTRANT CORNERS. BARS SHALL BE PLACED 4" FROMCORNER AND MID-HEIGHT OF SLAB. REFER TO TYPICAL DETAIL OF ADDED SLAB REINFORCING AT EXTERIOR DOORSON SHEET S-003.
5. STEPPED FOOTING AS REQUIRED BY CIVIL DRAWINGS. REFER TO TYPICAL STEPPED FOOTING DETAIL ON SHEET S-003.
6. REINFORCE FOUNDATION WALLS AS NOTED IN SECTIONS. REFER TO TYPICAL WALL REINFORCING DETAIL ON SHEETS-003 FOR ADDITIONAL INFORMATION.
7. DOWEL INTO EXISTING FOOTING. REFER TO TYPICAL DETAIL AT INTERSECTION OF NEW AND EXISTING FOOTINGS ONSHEET S-003.
PARTIAL FOUNDATION PLAN NOTES:
GRAPHIC SCALES:
NOTE:IF THIS DRAWING IS A REDUCTION, GRAPHIC SCALE MUST BE USED.
REFER TO ARCH.DWGS. FOR T.O.
SLAB ELEV.
3" CLR.
3"
HORIZ. JOINT REINF. AT 16"o/c
1/2" PEJ
CONC. SLAB, REFER TO PLAN
1 1/2"CLR.
1 1/
2"
VAPOR BARRIER
POROUS FILL
PERIMETER INSUL.
CONC. FTG,. REFER TO PLAN
8" CMU REINF.W/ #5 AT 32"o/c
24"x8" x #5AT 32"o/c
EXT. GRADE
REFER TOPLAN FOR T.O.FTG. ELEV.
REFER TO ARCH.DWGS. FOR T.O.
SLAB ELEV.
CONC. SLAB, REFER TO PLAN
1 1/2"CLR.
VAPOR BARRIER
POROUS FILL
PERIMETER INSUL.
CONC. FTG,. REFER TO PLAN
EXT. GRADE
REFER TOPLAN FOR T.O.FTG. ELEV.
1 1/
2"
3" CLR.
3"
#4, CONT.
12"x36" x #4 HOOK BAR AT16"o/cWALL BEYOND
8" CMU,GROUTED SOLID
McPHERSONDESIGNGROUP p.c.
STRUCTURAL ENGINEERS6371 Center Drive, Suite 100Norfolk, Virginia 23502-4102Phone (757) 965-2000Facsimile (757) 965-2001www.McPhersonDesignGroup.com
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
10/31/2012 12:50:27 PM
F:\2011\11-393\DWGS\Revit 2013\11-387_STRUCTURAL.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR KEY PLAN AND PARTIAL FOUNDATION PLAN
S-101
973122
CPGMJL GMG
NOT TO SCALE
FIRST FLOOR KEY PLAN
1/4" = 1'-0"B1 PARTIAL FOUNDATION PLAN
2' 4' 8' 16'0'
1/4" =1'-0"
SECTION 3/4" = 1'-0"B2
SECTION 3/4" = 1'-0"B3
0' 1' 2' 3' 5'
3/4" =1'-0"
095
32160
-
32160
-
32160
-
32160
-
1
LIFE SAFETY AND BUILDING CODE DATALEGEND
ABBREVIATIONS
APPLICABLE CODES : IBC 2009 UNIFIED FACILITIES CRITERIA - UFC 3-600-01 & 10N NFPA 101 - LIFE SAFETY CODE
USE GROUP: MIXED - B AND F-1 (INDUSTRIAL IN NFPA) (IBC SECTION 304 AND306, NFPA SECTION 38 AND 40)
CONSTRUCTION TYPES (IBC SECTION 602): TYPE IIB AND TYPE VB.
ALLOWABLE BUILDING HEIGHTS & AREA LIMITATIONS (IBC TABLE 503):
ALLOWABLE NO. OF STORIES & SQUARE FEET: F-1 - 1 STORY/ 8,500 SF (17,000WITH SPRINKLER ALLOWANCE).
ACTUAL NO. OF STORIES: ONE STORY
ACTUAL GROSS FLOOR AREA 10,000 SF.
FIRE PROTECTION SYSTEMS:
FIRE ALARM SYSTEM: ADDRESSABLE, VOICE EVACUATION
FIRE SPRINKLER SYSTEMS: WET PIPE SYSTEM
FIRE SEPARATION (IBC TABLE 602):
EXTERIOR FIRE RESISTANCE RATING REQUIREMENT - 0-HRS (PER PROJECTRFI).(USE GROUP F-1 FIRE SEPARATION DISTANCE IS LESS THAN OR EQUAL TO10'- 0" TO ONE OUTBUILDING (BLDG 615) FROM BLDG 526)
MAXIMUM FLOOR AREA (SF) PER OCCUPANT LOAD (IBC TABLE 1004.1.1 ANDNFPA TABLE 7.3.1.2):
BUSINESS: 100 SFINDUSTRIAL: 100 SF.
FIRE RESISTANT RATINGS FOR BUILDING ELEMENTS (TABLE 601):
PRIMARY STRUCTURAL FRAME: 0-HRSBEARING WALLS: EXTERIOR - 0-HRS. INTERIOR - 0-HRS.NONBEARING WALLS & PARTITIONS (TABLE 602): EXTERIOR - 0-HRS.NONBEARING WALLS & PARTITIONS: INTERIOR - 0-HRS.FLOOR CONSTRUCTION & SECONDARY MEMBERS: 0-HRS.ROOF CONSTRUCTION: 0-HRS.
INTERIOR FINISHES (NFPA 38.3.3.2):
EXIT PASSAGEWAYS: BEXIT ACCESS CORRIDORS: BROOMS & ENCLOSED SPACES: B
EXIT ACCESS TRAVEL (IBC TABLE 1016.1 AND NFPA 40.2.6):
USE INDUSTRIAL: 250 FT. W/ SPRINKLER SYSTEM.
COMMON PATH TRAVEL (NFPA 40.2.5):
USE INDUSTRIAL: 100 FT. W/ SPRINKLER SYSTEM.
OCCUPANT LOAD (TABLE 1004.1.1 AND NFPA TABLE 7.3.1.2):
EXISTING FIRST FLOOR: B - BUSINESS = 16 OCCUPANTSF-1/INDUSTRIAL = 84 OCCUPANTS
TOTAL OCCUPANT LOAD = 100 OCCUPANTS
CORRIDOR FIRE RESISTANCE RATING (IBC TABLE 1018.1 AND NFPA 40.3.6):
MIXED: 0-HR RATED CORRIDOR WALLS.
EGRESS WIDTH (IBC SECTION 1005.1 AND NFPA TABLE 7.3.3.1):
MIXED USE: 100 X 0.2" = 20" / 320" PROVIDED
CAPACITY OF EGRESS
EGRESS WIDTH
OCCUPANT EGRESS LOAD
ABC DRY CHEMICAL FIRE EXTINGUISHER
EGRESS TRAVEL DISTANCE
COMMON PATH OF TRAVEL
OCCUPANT EGRESS LOAD(CABINET ONLY)
DENOTES SHEET KEYNOTES
GOVERNMENT FURNISHED GOVERNMENT INSTALLEDFIRE ALARM TRANSMITTER PANEL
HOURSHRSGFGIFTR
SQUARE FEETSF.ORDINARY HAZARDOH
FIRE ALARM CONTROL PANELFACP
/MATCH LINESEE 1 LS102
1/8" = 1'-0"0' 5' 10' 20' 30'
GRAPHIC SCALE
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 3:18:11 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Fire Protection_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA A - LIFE SAFETY
LS101XXX
973122
AuthorDesigner Checker
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA A - LIFE SAFETY
FD
2370
32160
-
070
32160
-
32160
-
32160
-
32160
-
32160
-
/MATCH LINESEE 1 LS101
1/8" = 1'-0"0' 5' 10' 20' 30'
GRAPHIC SCALE
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 3:18:11 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Fire Protection_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA B -
LIFE SAFETY
LS102XXX
973122
AuthorDesigner Checker
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA B - LIFE SAFETY
TOILET ACCESSORIES IDENTIFIER
PLAN AND TRUE NORTH ARROW
COLUMN IDENTIFICATION
IDENTIFIER
INDICATES DIRECTION
SHEET WHERE SECTION IS DRAWN
BUILDING SECTIONBUILDING SECTION NUMBER
INDICATES DIRECTION
SHEET WHERE SECTION IS DRAWN
WALL SECTIONWALL SECTION NUMBER
INDICATES DIRECTION
ELEVATION IDENTIFIER
EXTERIOR, INTERIORELEVATION
SHEET WHERE ELEVATION IS DRAWN
ROOM NAME
ROOM NUMBER
ROOM IDENTIFIER
PARTITION TYPE INDICATOR
PARTITION TYPEIDENTIFIERKEYNOTE INDICATOR
KEYNOTE IDENTIFIER
DOOR SUFFIX (IF REQUIRED)
DOOR IDENTIFIER
WINDOW TYPE INDICATOR
WINDOW TYPEIDENTIFIERSTOREFRONT TYPE INDICATOR
STOREFRONT TYPEIDENTIFIER
DETAIL IDENTIFIER
SHEET WHERE SECTION IS DRAWN
CALL OUT
ARCHITECTURAL SYMBOLS
WOOD - ROUGH
CONCRETE MASONRY UNIT
CAST-IN-PLACE CONCRETE
STEEL
EARTH / COMPACT FILL
BATT INSULATION
POROUS FILL / GRAVEL
RIGID INSULATION
GYPSUM BOARD
RESILIENT FLOORING / PLASTIC LAMINATE
ALUMINUM
FINISHED WOOD
WOOD BLOCKING
BRICK
GLASS
ACOUSTICAL TILE
PLYWOOD
CERAMIC TILE - LARGE SCALE
SAND / MORTAR / PLASTER
GRAVEL
MATERIAL LEGEND
ELEVATION HEIGHT IDENTIFIER
ELEVATION DATUM
ARCHITECTURAL ABBREVIATIONS
DETAIL NUMBER
SHEET WHERE TAKEN
ROOMA101
MS6R
XX
A101A DOOR NUMBER
BUILDING DIVISION
X
PLANNORTH
A-XXX
X
A-101
1
SCALE:TITLE
1/8" = 1'-0"SCALE:A1 TITLE1/8" = 1'-0" R101
CWXX
CURTAINWALL TYPE INDICATOR
CURTAINWALL TYPEIDENTIFIER
SFXX
1
/MATCH LINESEE 1 A101
1A-101
1A-101
AB ANCHOR BOLTABV ABOVEACM ASBESTOS CONTAINING MATERIALACOUS ACOUSTICACP ACOUSTICAL CEILING PANELACT ACOUSTICAL CEILING TILEADH ADHESIVEADJ ADJUSTABLEAFF ABOVE FINISH FLOORAGG AGGREGATEALUM ALUMINUMALT ALTERNATEANCH ANCHOR, ANCHORAGEANOD ANODIZEDAP ACCESS PANELAPPROX APPROXIMATEARCH ARCHITECT, ARCHITECTURALASB ASBESTOSASPH ASPHALTAUTO AUTOMATICATTEN ATTENUATIONAVG AVERAGEAWP ACOUSTICAL WALL PANEL
BC BOTTOM OF CURBBD BOARDBEJ BUILDING EXPANSION JOINTBETW BETWEENBIT BITUMINOUSBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBM BEAMBOT, B BOTTOMBRG BEARINGBRK BRICKBSMT BASEMENTBTWN BETWEENBUR BUILT-UP ROOFING
CAB CABINETCAP CAPACITYCER CERAMICCF CUBIC FOOTCFLSHG COUNTER FLASHINGCG CORNER GUARDCHAM CHAMFERCI CAST IRONCIP CAST IN PLACE CONCRETECIR CIRCLECJ CONTROL JOINTCK CAULK, CAULKINGCLG CEILINGCLO CLOSETCLR CLEARCMP CORRUGATED METAL PIPECMU CONCRETE MASONRY UNITCNTR COUNTERCOL COLUMNCOMM COMMUNICATIONCOMP COMPOSITECONC CONCRETECONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUOUSCONTR CONTRACT, CONTRACTOR, CONTRACTIONCORR CORRUGATEDCPT CARPETCRSE COURSE, COURSESCSMT CASEMENTCT CERAMIC TILECU FT CUBIC FEETCWFD CEMENTITIOUS WOOD FIBER DECKCWFP CEMENTITIOUS WOOD FIBER PANELS
D DEEP, DEPTH, DRAINDBL DOUBLEDEMO DEMOLITIONDF DRINKING FOUNTAINDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDISP DISPOSALDIV DIVISIONDMT DEMOUNTABLEDN DOWNDPG DAMPPROOFINGDS DOWNSPOUTDWG DRAWING
E EASTEA EACHEF EXHAUST FANEIFS EXTERIOR INSULATION FINISH SYSTEMEJ EXPANSION JOINTELAS ELASTOMERICELEC ELECTRICALELEV ELEVATION, ELEVATOR
EMER EMERGENCYENCL ENCLOSE, ENCLOSUREENG ENGINEEREDEPDM ETHYLENE PROPYLENE DIENE MONOMEREPS EXPANDED POLYSTYRENEEPX EPOXYEQ EQUALEQUIP EQUIPMENTEST ESTIMATEEWC ELECTRIC WATER COOLEREXH EXHAUST EXIST EXISTINGEXP EXPANSION, EXPOSED
FAB FABRICATEFAS FASTEN, FASTENERFD FLOOR DRAIN, FIRE DAMPERFDN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISH FLOORFFE FINISH FLOOR ELEVATIONFRGB FIBER REINFORCED GYPSUM BOARDFGL FIBERGLASSFIN FINISH, FINISHEDFIX FIXTUREFLEX FLEXIBLEFLSHG FLASHINGFLR FLOORFOB FACE OF BRICKFOM FACE OF MASONRYFOS FACE OF STUDSFP FIREPROOFFR FRAME, FRAMED, FRAMINGFRG FIBER REINFORCED GYPSUM (GLASS)FRP FIBERGLASS REINFORCED PLASTICFRT FIRE RETARDANT TREATEDFS FLOOR SINKFT FOOT, FEETFTG FOOTINGFUR FURRED, FURRINGFURN FURNITUREFVC FIRE VALVE CABINET
GA GAUGEGALV GALVANIZEDGB GRAB BARGC GENERAL CONTRACT, CONTRACTORGCMU GLAZED CONCRETE MASONRY UNITGEN GENERALGFRC GLASS FIBER REINFORCED CONCRETEGL GLASS, GLAZINGGRD GRADEGSU GLAZED STRUCTURAL UNITGWT GLAZED WALL TILEGWB GYPSUM WALLBOARDGYP GYPSUM
H HIGHHC HOLLOW COREHDBD HARDBOARDHDR HEADERHDNR HARDENERHDWR HARDWAREHDWD HARDWOODHM HOLLOW METALHGT HEIGHTHORIZ HORIZONTALHP HIGH POINTHR HOURHVAC HEATING/VENTILATING/AIR CONDITIONINGH/C HANDICAPPED
ID INSIDE DIAMETERIN INCHINCL INCLUDE, INCLUDED, INCLUDINGINFO INFORMATIONINST INSTALLATIONINSUL INSULATE, INSULATED, INSULATIONINT INTERIOR
JAN JANITORJC JANITOR CLOSETJST JOISTJT JOINT
KIT KITCHEN
L LENGTH, LONGLAB LABORATORYLAM LAMINATELAV LAVATORYLB POUNDLF LINEAR FEETLG LAMINATED GLASSLH LEFT HANDLIN LINEARLLV LONG LEG VERTICALLLH LONG LEG HORIZONTAL
LP LOW POINTLVR LOUVERLW LIGHTWEIGHT
M METERMACH MACHINEMANUF MANUFACTURE, MANUFACTURERMAR MARBLEMAINT MAINTENANCEMAS MASONRYMATL MATERIALMAX MAXIMUMMECH MECHANIC, MECHANICALMED MEDIUMMEMB MEMBRANEMIN MINIMUMMIR MIRRORMISC MISCELLANEOUSMLD MOLDINGMO MASONRY OPENINGMOV MOVABLEMT MOUNTMTD MOUNTED, MOUNTINGMTL METALMULL MULLIONMWP MEMBRANE WATERPROOFING
N NORTHNAT NATURALNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNRC NOISE REDUCTION COEFFICIENTNTS NOT TO SCALE
OA OVERALLOBS OBSCUREOC ON CENTEROD OUTSIDE DIAMETEROH OVERHEADOPNG OPENINGOPP OPPOSITE
PAR PARALLEL PARTIAL PARTPC PRECASTPED PEDESTALPEMB PRE ENGINEERED METAL BUILDINGPERF PERFORATE(D)PERM PERIMETERPIP POURED IN PLACEPL PLATEPLAM PLASTIC LAMINATEPLAS PLASTERPLUMB PLUMBINGPLYWD PLYWOODPNL PANELPOLY POLYURETHANEPPT PRESERVATIVE PRESSURE TREATEDPR PAIRPREFAB PREFABRICATEDPREFIN PRE-FINISHEDPREP PREPAREPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT(D) PAINT, PAINTEDPTN PARTITIONPVC POLYVINYL CHLORIDEPVMT PAVEMENTPWFC PRESSED WOOD FIBER CEILING
QT QUARRY TILEQTY QUANTITY
RAD RADIUSRB RESILIENT BASERCP REFLECTED CEILING PLANRD ROOF DRAINRECP RECEPTACLEREF REFRIGERATORREINF REINFORCE, REINFORCED, REINFORCINGREM REMOVEREQD REQUIREDREQMT REQUIREMENTRESIL RESILIENTRET RETURNREV REVISION, REVISIONS, REVISEDRFG ROOFINGRFL REFLECT, REFLECTED, REFLECTIVERH RIGHT HANDRL RAIN LEADERRM ROOMRO ROUGH OPENING
SPEC SPECIFICATION,SPK SPEAKERSQ SQUARESTD STANDARDSTFT STOREFRONT
TL STEELSTN STAINSTOR STORAGESTRUCT STRUCTURALSUB SUBSTITUTESUSP SUSPENDEDSYM SYMMETRICAL, SYMMETRYSYN SYNTHETICSYS SYSTEMS/S STAINLESS STEEL
T TREADT&B TOP & BOTTOMTOC TOP OF CURBTG TEMPERED GLASST&G TONGUE & GROOVETHK THICK, THICKNESSTHHD THRESHOLDTHRU THROUGHTOB TOP OF BEARINGTOS TOP OF STEELTOW TOP OF WALLTRTD TREATEDTYP TYPICAL
UC UNDERCUTUG UNDERGROUNDUNF UNFINISHEDUON UNLESS OTHERWISE NOTED
VAT VINYL ASBESTOS TILEVB VINYL BASEVCT VINYL COMPOSITION TILEVEN VENEERVERT VERTICALVEST VESTIBULEVR VAPOR RETARDERVT VINYL TILEVTR VENT THRU ROOF
W WEST, WIDE, WIDTHWC WATER CLOSETWD WOODWIN WINDOWWP WATERPROOFINGWPT WORKING POINTWT WEIGHTWWF WELDED WIRE FABRICWWM WELDED WIRE MESHW/ WITHW/O WITHOUT
& AND∠ ANGLE@ AT℄ CENTER LINEXX° DEGREES∅ DIAMETER# NUMBER± PLUS OR MINUS
F*TON**N OI TCURT
SNOC
*RO
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
01 NOV 12
35% SUBMITTAL
11/1/2012 7:46:09 AM
C:\Users\abanks\Documents\Current Revit Projects\11187-04 Renovate and Repair Building 526\Renovate and
Repair Building 526 - ANB.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
GENERAL INFORM
ATION
A-001
N40085-11-D-6590
973122
4444444444
XXX
SEE DRAWING
ANBANB KTB
FD
DN
PHASE 1 NOTES1. ALL PHASE 1 ARCHITECTURAL DEMOLITION AND NEW WORK
SHALL BE CONDUCTED IN AREA "B". ANY WORK BEING DONEIN ANY AREA OTHER THAN AREA "B" REQUIRES PRIORAPPROVAL.
2. CONTRACTOR SHALL PROVIDE AND MAINTAIN A SEPERATION OFAREAS "A" AND "B" DURING CONSTRUCTION
3. OTHER ENGINEERING DISCIPLINES MAY REQUIRE WORK TO BECONDUCTED IN AREAS OTHER THEN AREA "B" DURING PHASE1 REFER TO ENGINEERING DRAWINGS FOR DIRECTION.
4. SEE ARCHITECTURAL DRAWINGS FOR EXTENTS OF WORK
PHASE 2 NOTES1. ALL PHASE 2 ARCHITECTURAL DEMOLITION AND NEW WORK
SHALL BE CONDUCTED IN AREA "A". ANY WORK BEING DONEIN ANY AREA OTHER THAN AREA "A" REQUIRES PRIORAPPROVAL.
2. CONTRACTOR SHALL PROVIDE AND MAINTAIN A SEPERATION OFAREAS "A" AND "B" DURING CONSTRUCTION
3. OTHER ENGINEERING DISCIPLINES MAY REQUIRE WORK TO BECONDUCTED IN AREAS OTHER THEN AREA "A" DURING PHASE2 REFER TO ENGINEERING DRAWINGS FOR DIRECTION.
4. SEE ARCHITECTURAL DRAWINGS FOR EXTENTS OF WORK
101102
103
104
105
106
107
108109110111112113114115
116
117
118 119
121122
123 124125
126
127
128 129 130 131
132
133
103A
116A112A
112B
123A
123B
PHASE 1PHASE 2
AREA BAREA A
F*TON**N OI TCURT
SNOC
*RO
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
01 NOV 12
35% SUBMITTAL
11/1/2012 7:46:10 AM
C:\Users\abanks\Documents\Current Revit Projects\11187-04 Renovate and Repair Building 526\Renovate and
Repair Building 526 - ANB.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
PHASING
A-002
N40085-11-D-6590
973122SEE DRAWING
ANBANB KTB
SCALE: 3/32" = 1'-0"FIRST FLOOR - Phasing
0' 8' 16' 24' 40'
3/32" =1'-0"SCALE:
GRAPHIC SCALENOTE: IF THIS DRAWING IS A REDUCTION, GRAPHICSCALE MUST BE USED.
E
/MATCH LINESEE 1 AD102
12'-0" +
/-20'-0" +
/-14'-4" +
/-20'-0" +
/-66'-4" +
/-
6'-9" +
/-
111 121
11 32
4
2
2
3
28
2
5 2
555
2
2
6
6
6
6
9
9
9
9
9
9
9 9
9
10 10
101011 11
11
11
11
66
12
12 12
12
6 15
13
18
16
6
21
21
2111
13'-9" +/- 40'-3" +/- 17'-6" +/-
48'-5" +/- 5'-7" +/- 6'-0" +/-4'-6" +/-7'-0" +/-
7'-6"
12'-1" +
/-
1'-4" +
/-11'-11" +/-
23
5'-3"
24
3'-7" +/-
26'-1" +/-
242'-1" +/-
26'-9" +/-
5'-5 1/2" +/- 39'-9" +/-
242'-1" +/-
9
18'-5" +
/-
1'-0"
25
2929
29
29
29 29
2929
30
30
26
26
26
26
26
26
26 26 26
26
(NOT ALL NOTESAPPLY TO THIS SHEET)DEMOLITION NOTES
REMOVE EXISTING WINDOW AND ASSOCIATED HARDWARECOMPLETE
REMOVE EXISTING DOOR AND ALL ASSOCIATED HARDWARECOMPLETE
REMOVE EXISTING OVERHEAD SECTIONAL DOOR AND ALLASSOCIATED HARDWARE COMPLETE
REMOVE EXISTING PAIR 5'-0" X 11'-0" DOOR AND ALLASSOCIATED HARDWARE COMPLETE
REMOVE EXISTING WOOD SHEATHING, EXPANDED METAL MESHAND 2X4 WOOD FRAMING TO EXTENTS INDICATED
REMOVE EXISTING PAINT MARKINGS, SOILED AREAS THIS AREAAND PREPARE FLOOR FOR CONCRETE SEALER
REMOVE EXISTING PAINT MARKINGS, SOILED AREAS THIS AREAAND PREPARE FLOOR FOR EPOXY FLOORING
REMOVE EXISTING CARPET, RUBBER BASE THIS AREA ANDPREPARE AREA FOR CARPET AND RUBBER BASE
REMOVE EXISTING PAINT AND PRIMER FROM EXTERIOR METALPANEL, CONTRACTOR SHALL TEST PAINT FOR LEAD PRIOR TOREMOVAL OF PAINT. REPAIR METAL PANELS AND PREPARE FORPAINT.
REMOVE EXISTING PAINT AND SOILED AREAS FROM EXTERIORCONCRETE WALLS AND PREPARE FOR CONCRETE SEALER
REMOVE EXISTING GYPSUM BOARD AND BATT INSULATIONFROM WALLS AND CEILING COMPLETE
REMOVE EXISTING ASBESTOS CONTANING TILE TO EXTENTSINDICATED ON PLANS.
REMOVE EXISTING FLOOR MOUNTED URINALS AND 2'-0" X3'-0" X 6"+/- CONCRETE BASE COMPLETE
REMOVE EXISTING GLAZED TILE TO 5'-0"+/- AFF COMPLETETHIS AREA
REMOVE EXISTING WALL HUNG SINKS AND MIRRORS THIS AREACOMPLETE
REMOVE EXISTING WATER CLOSET THIS AREA COMPLETE
REMOVE EXISTING TOILET PARTITION, DOOR AND ASSOCIATEDHARDWARE THIS AREA COMPLETE
REMOVE EXISTING PREFABRICATED SHOWER COMPLETE
REMOVE EXISTING VCT FLOORING COMPLETE
REMOVE EXISTING 2X FURING AND SHEATING/PANELING TO12'-6" AFF
REMOVE EXISTING UTILITY SINK
REMOVE EXISTING WATER FOUNTIAN
REMOVE EXISTING CONCRETE EXTERIOR WALL AND WINDOWSILL 3'-4"WIDE X 4'-3"AFF+/-
REMOVE EXISTING CONCRETE WINDOW SILL TO EXTENTSINDICATED ON PLAN
REMOVE AND SALVAGE EXISTING KEYPAD
REMOVE EXISTING PAINT MARKINGS, SOILED AREAS ON WALLSAND CEILINGS THIS AREA AND PREPARE FOR PAINT
REMOVE EXISTING SUSPENDED ACCOUSTICAL CEILING PANELSAND ASSOCIATED HARDWARE COMPLETE
REMOVE EXISTING DOOR AND FRAME COMPLETE, SALVAGEHARDWARE FOR REUSE
EXISTING WINDOW TO REMAIN
EXISITING DOOR TO REMAIN
1
2
X
1. CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO STARTOF CONSTRUCTION
GENERAL NOTES
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
F*TON**N OI TCURT
SNOC
*RO
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
01 NOV 12
35% SUBMITTAL
11/1/2012 7:46:27 AM
C:\Users\abanks\Documents\Current Revit Projects\11187-04 Renovate and Repair Building 526\Renovate and
Repair Building 526 - ANB.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR DEMOLITION PLAN -
AREA A
AD101
N40085-11-D-6590
973122SEE DRAWING
ANBANB KTB
SCALE: 1/8" = 1'-0"FIRST FLOOR DEMOLITION PLAN - AREA A
4' 8' 16' 32'0'
1/8" =1'-0"SCALE:
GRAPHIC SCALENOTE: IF THIS DRAWING IS A REDUCTION, GRAPHICSCALE MUST BE USED.
NOT TO SCALEKEY PLAN AREA A
PLANNORTH
DNFD E
41'-0" +
/-10'-0" +
/-
5'-0" +
/-
12'-0" +
/-
1111 1 11 12 2 22 3
2
12 311113 2
1
1
2 2 2 2
5
2
5
5
6
6
66
6
7
8
8
8
8
10 10 10 10 10 10
10
10
10
2510
8
12 12
12
9
9
9
9
19
20
14 13
16
17
15
21
22
42'-0" +/- 11'-3" +/- 7'-6" +/- 13'-7" +/- 9'-2" +/-
5'-2" +/-
7'-6" +/- 41'-10" +/- 4'-10" +/-
12'-9" +/- 29'-2" +/-
1'-0" +/-
10'-6" +/- 1'-2" 10'-6" +/-1'-0" +/-10'-6" +/- 6'-0" +/- 18'-2" +/- 25'-8" +/- 16'-5" +/-
1413
16
17
15
21
4'-8" +
/-
7'-11" +/-
4'-0" +
/-
5'-0" +
/-
3'-4" +
/-
6'-0" +
/-
2020
22'-4" +/- 44'-0" +/- 9'-8" +/- 36'-0" +/-
242'-1" +/-
242'-1" +/-
/MATCH LINESEE 1 AD101
20
10
10
25
25
25
2727
27
30
29 29 29
30 30
29 29
303030
30 30
30
30
26
26
26
26
26
26
2626
2626
26
(NOT ALL NOTESAPPLY TO THIS SHEET)DEMOLITION NOTES
REMOVE EXISTING WINDOW AND ASSOCIATED HARDWARECOMPLETE
REMOVE EXISTING DOOR AND ALL ASSOCIATED HARDWARECOMPLETE
REMOVE EXISTING OVERHEAD SECTIONAL DOOR AND ALLASSOCIATED HARDWARE COMPLETE
REMOVE EXISTING PAIR 5'-0" X 11'-0" DOOR AND ALLASSOCIATED HARDWARE COMPLETE
REMOVE EXISTING WOOD SHEATHING, EXPANDED METAL MESHAND 2X4 WOOD FRAMING TO EXTENTS INDICATED
REMOVE EXISTING PAINT MARKINGS, SOILED AREAS THIS AREAAND PREPARE FLOOR FOR CONCRETE SEALER
REMOVE EXISTING PAINT MARKINGS, SOILED AREAS THIS AREAAND PREPARE FLOOR FOR EPOXY FLOORING
REMOVE EXISTING CARPET, RUBBER BASE THIS AREA ANDPREPARE AREA FOR CARPET AND RUBBER BASE
REMOVE EXISTING PAINT AND PRIMER FROM EXTERIOR METALPANEL, CONTRACTOR SHALL TEST PAINT FOR LEAD PRIOR TOREMOVAL OF PAINT. REPAIR METAL PANELS AND PREPARE FORPAINT.
REMOVE EXISTING PAINT AND SOILED AREAS FROM EXTERIORCONCRETE WALLS AND PREPARE FOR CONCRETE SEALER
REMOVE EXISTING GYPSUM BOARD AND BATT INSULATIONFROM WALLS AND CEILING COMPLETE
REMOVE EXISTING ASBESTOS CONTANING TILE TO EXTENTSINDICATED ON PLANS.
REMOVE EXISTING FLOOR MOUNTED URINALS AND 2'-0" X3'-0" X 6"+/- CONCRETE BASE COMPLETE
REMOVE EXISTING GLAZED TILE TO 5'-0"+/- AFF COMPLETETHIS AREA
REMOVE EXISTING WALL HUNG SINKS AND MIRRORS THIS AREACOMPLETE
REMOVE EXISTING WATER CLOSET THIS AREA COMPLETE
REMOVE EXISTING TOILET PARTITION, DOOR AND ASSOCIATEDHARDWARE THIS AREA COMPLETE
REMOVE EXISTING PREFABRICATED SHOWER COMPLETE
REMOVE EXISTING VCT FLOORING COMPLETE
REMOVE EXISTING 2X FURING AND SHEATING/PANELING TO12'-6" AFF
REMOVE EXISTING UTILITY SINK
REMOVE EXISTING WATER FOUNTIAN
REMOVE EXISTING CONCRETE EXTERIOR WALL AND WINDOWSILL 3'-4"WIDE X 4'-3"AFF+/-
REMOVE EXISTING CONCRETE WINDOW SILL TO EXTENTSINDICATED ON PLAN
REMOVE AND SALVAGE EXISTING KEYPAD
REMOVE EXISTING PAINT MARKINGS, SOILED AREAS ON WALLSAND CEILINGS THIS AREA AND PREPARE FOR PAINT
REMOVE EXISTING SUSPENDED ACCOUSTICAL CEILING PANELSAND ASSOCIATED HARDWARE COMPLETE
REMOVE EXISTING DOOR AND FRAME COMPLETE, SALVAGEHARDWARE FOR REUSE
EXISTING WINDOW TO REMAIN
EXISITING DOOR TO REMAIN
1
2
X
1. CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO STARTOF CONSTRUCTION
GENERAL NOTES
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
F*TON**N OI TCURT
SNOC
*RO
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
01 NOV 12
35% SUBMITTAL
11/1/2012 7:46:28 AM
C:\Users\abanks\Documents\Current Revit Projects\11187-04 Renovate and Repair Building 526\Renovate and
Repair Building 526 - ANB.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR DEMOLITION PLAN -
AREA B
AD102
N40085-11-D-6590
973122SEE DRAWING
ANBANB KTB
SCALE: 1/8" = 1'-0"FIRST FLOOR DEMOLITION PLAN - AREA B
4' 8' 16' 32'0'
1/8" =1'-0"SCALE:
GRAPHIC SCALENOTE: IF THIS DRAWING IS A REDUCTION, GRAPHICSCALE MUST BE USED.
NOT TO SCALEKEY PLAN AREA B
PLANNORTH
21
1
1
2
33
3
2
3'-0" +
/-
3'-0" +/-
3'-0" +
/-
3'-0" +/-
3'-0" +/-
3'-0" +
/-
2 4
4
44
5 6
6
7
(NOT ALL NOTESAPPLY TO THIS SHEET)DEMOLITION NOTES
REMOVE EXISTING PAINT AND PRIMER FROM METAL PANELROOFING, CONTRACTOR SHALL TEST PAINT FOR LEAD PRIORTO REMOVAL OF PAINT. REPAIR METAL PANELS ANDPREPARE FOR PAINT.
REMOVE EXISTING METAL GUTTERS AND DOWNSPOUT
REMOVE EXISTING BALLAST, MEMBRANE, INSULATION, ANDASSOCIATED ROOFING MATERIALS DOWN TO EXISTINGCONCRETE DECK.
OUTLINE OF EXISTING BUILDING BELOW
EXISTING ROOF HATCH
EXISTING MECHANICAL EQUIPMENT
EXISTING VTR
1
2
3
X
1. CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO STARTOF CONSTRUCTION
GENERAL NOTES
4
5
6
7
F*TON**N OI TCURT
SNOC
*RO
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
01 NOV 12
35% SUBMITTAL
11/1/2012 7:46:28 AM
C:\Users\abanks\Documents\Current Revit Projects\11187-04 Renovate and Repair Building 526\Renovate and
Repair Building 526 - ANB.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
ROOF DEMOLITION PLAN
AD103
N40085-11-D-6590
973122SEE DRAWING
ANBANB KTB
SCALE: 3/32" = 1'-0"ROOF DEMOLITION PLAN
PLANNORTH
0' 8' 16' 24' 40'
3/32" =1'-0"SCALE:
GRAPHIC SCALENOTE: IF THIS DRAWING IS A REDUCTION, GRAPHICSCALE MUST BE USED.
(NOTES APPLY TO THIS SHEET)NEW WORK NOTESCORNER GUARDS
EXISTING WINDOWS TO REMAIN
7'-7"± HIGH INFILL CAST IN PLACE CONC WALL AT EXISTINGCONC OPENING
11'-0"± HIGH INFILL CAST IN PLACE CONC WALL AT EXISTINGCONC OPENING
EXISTING DOOR TO REMAIN
EXISTING METAL CAGE DOOR TO REMAIN
CONC SPALLS - REPAIR 50 S.F. IN TOTAL.
1
X
2
(NOTES APPLY TO THIS SHEET)GENERAL NOTES1. DIMENSIONS ARE TO FACE OF STUD OR FACE OF MASONRY UON.
2. DOORS NOT LOCATED BY DIMENSIONS SHALL BE EITHERCENTERED ON WALL OR 4" FROM ADJACENT PERPENDICULAR WALLTO OUTSIDE OF FRAME.
3. SEE SHEET A-601 FOR DOOR SCHEDULE, DOOR, FRAME, ANDWINDOW TYPES.
4. SEE SHEET A-602 FOR FINISH SCHEDULE.
5. SEE SHEET A-302 FOR PARTITION TYPES.
3
4
5
6
7MACHINE SHOP
116
SEWING SHOP117
WELDING SHOP118
CORR121
STORAGE122
STORAGE123
STORAGE124
STORAGE125
TOILET126
RAPID PROTOTYPESHOP127
COMP134
RAPID PROTOTYPESET-UP127A
OFFICE112A
STORAGE123A
STORAGE123B
A-401
A1
6'-2 1/2" +/-
3'-7"
6'-4" +
/-
4'-6" +
/-
17'-10 3
/4" +/-
1'-2" +/- 4'-4" +/-1'-10" +/-
S6
4" +/-
8'-6" +/-
2'-3 1/2" +/-
15'-9" +/- 2'-3" +/-10'-6" +/-
7'-5" +/-
4'-3" +/-
1'-9" +/-
3'-7"
1'-11" +/-
4'-3" +/-
2'-5" +/-
12'-10" +/- 13'-3" +/-
10'-0" +
/-10'-0" +
/-
6'-9" +
/-
12'-7" +/- 13'-6" +/-
15'-9" +/- 2'-3" +/- 15'-9" +/-
2'-2" +/-
3'-7" +/-
2'-2" +/-
10'-0" +/-
2'-5" +/-
A-501
D1
/MATCH LINESEE 1 A-102
A-201
B1
A-201
C1
A-201 A3
12'-0" +
/-20'-0" +
/-14'-4" +
/-20'-0" +
/-66'-4" +
/-
6'-9" +
/-
26'-4" +/-
242'-1" +/-
26'-9" +/-
5'-5 1/2" +/- 39'-9" +/-
242'-1" +/-
18'-5" +
/-
17'-6" +/-54'-0" +/-
39'-4" +
/-
7'-2 1/2" +/-
A1A-301
A3A-301
A2A-301
A4A-301
SIM
A-501
D2
A1A-302
D1A-301
D1A-301
A3A-301
1 1 1 1 122 2 2
1 1 1 1 1 1
1 1
128A
127A
127
4'-3"
4'-3"
116B
116
134
117
118
118B121
126
118A
M3
116A
1
22
2 2
2
2
2 2
1
3
777
7
7
S74
2
56
4
S74
S74
TYP
S74 S74
6
F*TON**N OI TCURT
SNOC
*RO
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
01 NOV 12
35% SUBMITTAL
11/1/2012 7:46:11 AM
C:\Users\abanks\Documents\Current Revit Projects\11187-04 Renovate and Repair Building 526\Renovate and
Repair Building 526 - ANB.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA A
A-101
N40085-11-D-6590
973122SEE DRAWING
ANBANB KTB
4' 8' 16' 32'0'
1/8" =1'-0"SCALE:
GRAPHIC SCALENOTE: IF THIS DRAWING IS A REDUCTION, GRAPHICSCALE MUST BE USED.
NOT TO SCALEKEY PLAN AREA A
SCALE: 1/8" = 1'-0"FIRST FLOOR PLAN - AREA A
PLANNORTH
DNFD
VESTIBULE101
OFFICE102
WOOD WORKINGSHOP103
TRAINING104
ELECTRICAL105
PARTS CLEANING106
CORRIDOR107
CORRIDOR108READY ROOM
109MEN110
WOMEN111
ELECTRICAL SHOP112
CAST / MOLDSHOP128
SCANNING129
MECHANICAL130
OFFICE131
VESTIBULE132
OFFICE133
STORAGE103A
SCANNING103B
OFFICE112A
A-401
C1
16'-9 1/4" +/-
5'-8" +
/-
11'-6" 10'-0"
1'-2 1/2"
6'-4" +
/-
4'-6" +
/-
103B
S6BM3
M3
S6B
S6B
1'-1 1/2" +/-
3'-7" +/-
2'-2" +/-
10'-0" +/-
2'-3 1/2" +/-
10'-0" +/-
2'-4" +/-
3'-7"11" +/-
2'-5" +/-
15'-9" +/- 17'-11" 2'-3" +/-4'-3" +/-
3'-2" +/-8'-6" +/- 2'-3" 8'-6" +/-4'-0" +/-8'-6" +/-
2'-4" +/-
3'-7" +/-
2'-5 1/2"
4'-3" +/-
2'-3" +/-
4'-3" +/-
2'-11" +/-
3'-1" +/-3'-7" +/-3'-0" +/-
3'-7
1/2" +
/-15'-9" +
/-
2'-3" +
/-
15'-9" +
/-3'-7
1/2" +
/-
HC HC
2'-5" +/-
10'-0" +/-
2'-2" +/-
3'-7" +/-
2'-2" +/-
15'-9" +/- 2'-0" +/- 15'-9" +/-
2'-9" +/-
4'-3" +/-
4'-5" +/-
15'-9" +/-
5'-0 1/2" +/-
3'-7"
2'-8 1/2" +/-
15'-9" +/- 2'-3" +/- 15'-9" +/-
2'-3 1/2" +/-
10'-0" +/- 6'-10" +/-
/MATCH LINESEE 1 A-101
A-201
B1
A-201
C1
A-201A1
41'-0"
10'-0"5'-0" +
/-
12'-0" +
/-
4'-0" +
/-
5'-0" +
/-
3'-4" +
/-
6'-0" +
/-
22'-4" +/- 44'-0" +/- 9'-8" +/- 36'-0" +/-
242'-1" +/-
242'-1" +/-
30'-5"
S6S6S6S6
42'-0" +/- 11'-3" +/-7'-6" +/-
13'-7" +/- 9'-2" +/-
5'-2" +/-
7'-6" +/- 41'-10" +/-
4'-10" +/-
1'-0" +/-
10'-6" +/-
1'-2" +/-
10'-6" +/-1'-0" +/-10'-6" +/- 6'-0" +/- 18'-2" +/- 25'-8" +/- 16'-5" +/-
A1A-302
A-501
D3
1
1
A-501
D4
A-501
C1
SIM
SIM
SIM
SIM
A4A-301
A3A-301
A3A-301
A1A-302
2 1 1 1 1 1 2 2 2 2 2 2 2 2 2
1
1
1
1
1
1
1 1 11 1 11 1 11 1 11 1 1 101
128
128A
127A
103C
103D
104
105
106
108A112B112A
4'-3"
4'-3"
110
103
108
111
1
2
112
8
8 8
7
7
4
S74
S74
S74
6
6
6
6
4
6
3
6
6
66
(NOTES APPLY TO THIS SHEET)NEW WORK NOTESCMU INFILL SHALL BE TOOTHED INTO EXISTING CMU WALL
DUST COLLECTION SYSTEM - SEE MECHANICAL DRAWINGSFOR ADDITIONAL INFORMATION
MECHANICAL EQUIPMENT - SEE MECHANICAL DRAWINGS FORADDITIONAL INFORMATION
11'-0"± HIGH INFILL CAST IN PLACE CONC WALL ATEXISTING CONC OPENING
48" CORNER GUARDS
EXISTING DOOR TO REMAIN
EXISTING WINDOWS TO REMAIN
CONC SPALLS - REPAIR 50 S.F. IN TOTAL.
1
X
2
(NOTES APPLY TO THIS SHEET)GENERAL NOTES1. DIMENSIONS ARE TO FACE OF STUD OR FACE OF MASONRY UON.
2. DOORS NOT LOCATED BY DIMENSIONS SHALL BE EITHERCENTERED ON WALL OR 4" FROM ADJACENT PERPENDICULAR WALLTO OUTSIDE OF FRAME.
3. SEE SHEET A-601 FOR DOOR SCHEDULE, DOOR, FRAME, ANDWINDOW TYPES.
4. SEE SHEET A-602 FOR FINISH SCHEDULE.
5. SEE SHEET A-302 FOR PARTITION TYPES.
3
4
5
6
7
8
F*TON**N OI TCURT
SNOC
*RO
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
01 NOV 12
35% SUBMITTAL
11/1/2012 7:46:13 AM
C:\Users\abanks\Documents\Current Revit Projects\11187-04 Renovate and Repair Building 526\Renovate and
Repair Building 526 - ANB.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA B
A-102
N40085-11-D-6590
973122SEE DRAWING
ANBANB KTB
4' 8' 16' 32'0'
1/8" =1'-0"SCALE:
GRAPHIC SCALENOTE: IF THIS DRAWING IS A REDUCTION, GRAPHICSCALE MUST BE USED.
NOT TO SCALEKEY PLAN AREA B
SCALE: 1/8" = 1'-0"FIRST FLOOR PLAN - AREA B
PLANNORTH
A-201
B1
A-201
C1
A-201A1
A-201 A3
2
2
2 1
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
1
1 1
1
3 3
3
3
4
343
4
4
5 6
6
7
8
8
888
8
8 8 8
(NOTES APPLY TO THIS SHEET)NEW WORK NOTESTWO-PLY MEMBRANE ROOFING ON MINIMUM R-25 RIGIDINSULATION.
REPAIR AND PAINT METAL ROOF PANEL
CONTINUOUS METAL GUTTER AND DOWN SPOUT
OUTLINE OF EXISTING BUILDING BELOW
EXISTING ROOF HATCH
EXISTING MECHANICAL EQUIPMENT
EXISTING VTR
CONC SPALLS - REPAIR 50 S.F. IN TOTAL.
1
X
2
3
4
5
6
7
8
F*TON**N OI TCURT
SNOC
*RO
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
01 NOV 12
35% SUBMITTAL
11/1/2012 7:46:14 AM
C:\Users\abanks\Documents\Current Revit Projects\11187-04 Renovate and Repair Building 526\Renovate and
Repair Building 526 - ANB.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
ROOF PLAN
A-103
N40085-11-D-6590
973122
ANBANB KTB
SCALE: 3/32" = 1'-0"ROOF PLAN
PLANNORTH
0' 8' 16' 24' 40'
3/32" =1'-0"SCALE:
GRAPHIC SCALENOTE: IF THIS DRAWING IS A REDUCTION, GRAPHICSCALE MUST BE USED.
E
E
EE
EEE
E
E
E
E
E
P
116
117
118
121122
123
124
125
126
127
134
127A
112A
123A
123B
A1A-302
1
/MATCH LINESEE 1 A-105
REFLECTED CEILING PLAN LEGENDGYPSUM BOARD CEILING OR BULKHEAD
2'-0" x 2'-0" LAY-IN ACOUSTICAL TILE CEILING INSUSPENDED GRID
EXPOSED CEILING
EXIT LIGHT
LIGHT FIXTURES
DOWN LIGHT
SUPPLY DIFFUSER
CEILING HEIGHT
UNDERSIDE OF SOFFIT OR BULKHEAD. SEE FINISHSCHEDULE FOR CEILING HEIGHTS.
+X'-X"
(NOTES APPLY TO THIS SHEET)NEW WORK NOTESEXISTING HARD CEILING TO REMAIN.1
X
(NOTES APPLY TO THIS SHEET)GENERAL NOTES1. FOR CEILING HEIGHTS SEE FINISH SCHEDULE SHEET A-602.
2. ALL NEW PARTITIONS SHALL BE FULL HEIGHT AND EXTEND TOUNDERSIDE OF EXISTING DECK ABOVE.
F*TON**N OI TCURT
SNOC
*RO
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
01 NOV 12
35% SUBMITTAL
11/1/2012 7:46:15 AM
C:\Users\abanks\Documents\Current Revit Projects\11187-04 Renovate and Repair Building 526\Renovate and
Repair Building 526 - ANB.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
REFLEC
TED CEILING PLAN -
AREA A
A-104
N40085-11-D-6590
973122
ANBANB KTB
SCALE: 1/8" = 1'-0"REFLECTED CEILING PLAN - AREA A
NOT TO SCALEKEY PLAN AREA A
4' 8' 16' 32'0'
1/8" =1'-0"SCALE:
GRAPHIC SCALENOTE: IF THIS DRAWING IS A REDUCTION, GRAPHICSCALE MUST BE USED.
PLANNORTH
E E
E
E E
E
E E
E
E
E
E
EEEE
E
101 102
103
104
105
106
107
108
109
110111
112
128129
130
131
132
133
103A
103B112A
A1A-302
4'-6
1/2"
4'-6
1/2"
+8'-8"
+8'-8"
A1A-302
SIM
1
1
/MATCH LINESEE 1 A-104
REFLECTED CEILING PLAN LEGENDGYPSUM BOARD CEILING OR BULKHEAD
2'-0" x 2'-0" LAY-IN ACOUSTICAL TILE CEILING INSUSPENDED GRID
EXPOSED CEILING
EXIT LIGHT
LIGHT FIXTURES
DOWN LIGHT
SUPPLY DIFFUSER
CEILING HEIGHT
UNDERSIDE OF SOFFIT OR BULKHEAD. SEE FINISHSCHEDULE FOR CEILING HEIGHTS.
+X'-X"
(NOTES APPLY TO THIS SHEET)NEW WORK NOTESEXISTING HARD CEILING TO REMAIN.1
X
(NOTES APPLY TO THIS SHEET)GENERAL NOTES1. FOR CEILING HEIGHTS SEE FINISH SCHEDULE SHEET A-602.
2. ALL NEW PARTITIONS SHALL BE FULL HEIGHT AND EXTEND TOUNDERSIDE OF EXISTING DECK ABOVE.
F*TON**N OI TCURT
SNOC
*RO
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
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AN
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ID~
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SYM
DESC
RIPTION
DATE
APPR
01 NOV 12
35% SUBMITTAL
11/1/2012 7:46:17 AM
C:\Users\abanks\Documents\Current Revit Projects\11187-04 Renovate and Repair Building 526\Renovate and
Repair Building 526 - ANB.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
REFLEC
TED CEILING PLAN -
AREA B
A-105
N40085-11-D-6590
973122
ANBANB KTB
SCALE: 1/8" = 1'-0"REFLECTED CEILING PLAN - AREA B
4' 8' 16' 32'0'
1/8" =1'-0"SCALE:
GRAPHIC SCALENOTE: IF THIS DRAWING IS A REDUCTION, GRAPHICSCALE MUST BE USED.
NOT TO SCALEKEY PLAN AREA B
PLANNORTH
(NOTES APPLY TO THIS SHEET)NEW WORK NOTES4'-0"± HIGH INFILL CMU WALL WITH EIFS AT EXISTINGCONC WINDOW SILL -TYP. PAINT EIFS TO MATCH ADJACENTEXISTING CONC WALL.
11'-0"± HIGH INFILL CAST IN PLACE CONC WALL ATEXISTING CONC OPENING.
7'-7"± HIGH INFILL CAST IN PLACE CONC WALL ATEXISTING CONC OPENING.
FIXED ALUMINUM-FRAMED WINDOW - TYP
EXISTING ALUMINUM WINDOW IN WOOD FRAMED EXTERIORMETAL PANEL WALL TO REMAIN.
EXISTING BUILDING 615 WINDOW TO REMAIN.
DOOR AND FRAME AS SCHEDULED -TYP.
OVERHEAD DOOR AND FRAME AS SCHEDULED.
EXISTING DOOR TO REMAIN.
1
X
EXISTING METAL CAGE DOOR TO REMAIN.
EXISTING BUILDING 615 DOOR TO REMAIN.
PAINT EXISTING METAL PANEL SIDING.
PAINT EXISTING METAL PANEL ROOF.
8" CMU WALL WITH EIFS. PAINT EIFS TO MATCHADJACENT EXISTING CONC WALL.
METAL PANEL ROOF - PAINT TO MATCHADJACENT ROOFING FINISH.
TWO-PLY MEMBRANE ROOFING ON MINIMUM R-25RIGID INSULATION.
CONTINUOUS METAL GUTTER AND DOWN SPOUTS.
LIGHTING FIXTURE - TYP. SEE ELECTRICAL DWGS.
2
3
4
5
6
7
8
10
11
12
13
14
15
16
17
18
9
FIRST FLOOR0' - 0"
ROOF BEARING12' - 6"
8
164
1787
24
191012
13 16 1718
FIRST FLOOR0' - 0"
ROOF BEARING12' - 6"
12
131516
57141
4
3
13
1 12 6
16 42
78
1718
FIRST FLOOR0' - 0"
ROOF BEARING12' - 6"
13
6
12
15
4
13
12
16 1718
FIRST FLOOR0' - 0"
ROOF BEARING12' - 6"13
8 12751211
13
12
13 161718
F*TON**N OI TCURT
SNOC
*RO
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
01 NOV 12
35% SUBMITTAL
11/1/2012 7:46:19 AM
C:\Users\abanks\Documents\Current Revit Projects\11187-04 Renovate and Repair Building 526\Renovate and
Repair Building 526 - ANB.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
ELEVATIONS
A-201
N40085-11-D-6590
973122
ANBANB KTB
0' 8' 16' 24' 40'
3/32" =1'-0"SCALE:
GRAPHIC SCALENOTE: IF THIS DRAWING IS A REDUCTION, GRAPHICSCALE MUST BE USED.
SCALE: 3/32" = 1'-0" A-101B1 ELEVATION - SOUTH
SCALE: 3/32" = 1'-0" A-101C1 ELEVATION - NORTH
SCALE: 3/32" = 1'-0" A-102A1 ELEVATION - EASTSCALE: 3/32" = 1'-0" A-101A3 ELEVATION - WEST
(NOTES APPLY TO THIS SHEET)NEW WORK NOTESALUMIMUM FRAME FIX WINDOW
EXISTING 10"+/- EXTERIOR CONCRETE WALL
EXISTING CONCRETE SILL
3 1/2" SPRAY FOAM INSULATION APPLIED TO INTERIOR SIDEOF THE EXTERIOR WALL
3 5/8" METAL STUDS @ 16" O.C. SET 1/2" OFF EXTERIORWALL
6" CMU
8" CMU
EIFS APPLIED TO CMU BLOCK
5/8" GYPSUM BOARD
5/8" TYPE "X" GYPSUM BOARD
EXISTING 6" WOOD FRAMING
EXISTING EXTERIOR METAL PANELS ON SHEATHING
EXISTING WOOD FRAMED ROOF W/ METAL PANEL
EXISTING 8" CMU WALL TO 4'-0" +/- AFF
2 PLY MEMBRANE ROOFING SYSTEM W/ MIN. R-25 RIGIDROOF INSULATION ON EXISTING CONCRETE DECK
CONTINUOUS METAL GUTTER AND DOWN SPOUTS.
LIGHTS - SEE ELECTRICAL DRAWINGS FOR ADDITIONALINFORMATION
EXISTING CONCRETE SLAB
11'-0"± HIGH 10" INFILL CAST IN PLACE CONC WALL ATEXISTING CONC OPENING.
1
X
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
FIRST FLOOR0' - 0"
ROOF BEARING12' - 6"
MACHINE SHOP116
A-501
C2
15
16
2
1
8
4
3
2
18
17
6
FIRST FLOOR0' - 0"
ROOF BEARING12' - 6"
SEWING SHOP117
4'-0" +
/-5'-7
7/8" +
/-
10
5
10
12
11
14
18
4
4
10
13
FIRST FLOOR0' - 0"
ROOF BEARING12' - 6"
MACHINE SHOP116
4'-2
1/4" +
/-4'-0" +
/-2'-9
3/4" +
/-1'-6" +
/-
15
9
4
1
8
6
5
3
4
9
2
18
2
FIRST FLOOR0' - 0"
ROOF BEARING12' - 6"
4'-0" +
/-VARIES
WELDING SHOP118
13
5
9
12
11
14
18
4
4
9
9
FIRST FLOOR0' - 0"
ROOF BEARING12' - 6"
RAPID PROTOTYPESHOP127
11'-0" +
/-
15
9
4
19
5
4
9
18
2
0' 1' 2' 3' 5'
3/4" =1'-0"SCALE:
F*TON**N OI TCURT
SNOC
*RO
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
01 NOV 12
35% SUBMITTAL
11/1/2012 7:46:20 AM
C:\Users\abanks\Documents\Current Revit Projects\11187-04 Renovate and Repair Building 526\Renovate and
Repair Building 526 - ANB.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
BUILDING SECTION AND WALL SECTIONS
A-301
N40085-11-D-6590
973122SEE DRAWING
ANBANB KTB
2' 4' 8' 16'0'
1/4" =1'-0"SCALE:
GRAPHIC SCALENOTE: IF THIS DRAWING IS A REDUCTION, GRAPHICSCALE MUST BE USED.
SCALE: 1/4" = 1'-0" A-101D1 BUILDING SECTION
SCALE: 3/4" = 1'-0" A-101A1 SECTIONSCALE: 3/4" = 1'-0" A-101A3 SECTION
SCALE: 3/4" = 1'-0" A-101A2 SECTIONSCALE: 3/4" = 1'-0" A-101A4 SECTION
(NOTES APPLY TO THIS SHEET)NEW WORK NOTES X
ALUMIMUM FRAME FIX WINDOW
EXISTING 10"+/- EXTERIOR CONCRETE WALL
EXISTING CONCRETE SILL
3" SPRAY FOAM INSULATION APPLIED TO INTERIOR SIDE OFTHE EXTERIOR WALL
3 5/8" METAL STUDS @ 16" O.C. SET 1/2" OFF EXTERIORWALL
6" CMU
EIFS APPLIED TO CMU BLOCK
5/8" GYPSUM BOARD
2 PLY MEMBRANE ROOFING SYSTEM W/ MIN. R-25 RIGIDROOF INSULATION ON EXISTING CONCRETE DECK
EXISTING CONCRETE SLAB
3 5/8" METAL STUDS @ 16" O.C.
3 5/8" METAL STUDS KICKERS @ 4'-0" O.C.
SUSPENDED ACCOUSTICAL PANEL CEILING
1
2
3
4
5
6
7
8
9
10
11
12
13
FIRST FLOOR0' - 0"
ROOF BEARING12' - 6"
4'-2
1/4" +
/-4'-0" +
/-2'-9
3/4" +
/-1'-6" +
/-
8'-8"
4"2'-4"
4'-5 1/4"
OFFICE112A
9
2
13
8
4
1
6
5
3
8
4
2
10
11
12
8
13
7
CMU SIZE
STUD SIZE
SOUND RATING (WHEN REQUIRED)
ACTUAL DIMENSION 'X'
FLOOR LINE
CEILING LINE
STRUCTURE ABOVE
-
3 5/8"
-
4 7/8"
S6
SEALANT
METAL STUDS @16"OC
X
1 LAYER 5/8" GYP BDEACH SIDE
CMU SIZE
STUD SIZE
SOUND RATING (WHEN REQUIRED)
ACTUAL DIMENSION 'X'
FLOOR LINE
CEILING LINE
STRUCTURE ABOVE
-
3 5/8"
-
4 7/8"
S6B
SEALANT
METAL STUDS @16"OC
X
1 LAYER 5/8" GYP BDEACH SIDE
CMU SIZE
STUD SIZE
SOUND RATING (WHEN REQUIRED)
ACTUAL DIMENSION 'X'
FLOOR LINE
CEILING LINE
STRUCTURE ABOVE
7 5/8"
-
-
7 5/8"
M3
SEALANT
CMU
X
CMU SIZE
STUD SIZE
SOUND RATING (WHEN REQUIRED)
ACTUAL DIMENSION 'X'
FLOOR LINE
CEILING LINE
STRUCTURE ABOVE
-
3 5/8"
-
4 3/4"
S74
SEALANT
METAL STUDS @16"OC SET 1/2" OFFEXTERIOR WALL
X
1 LAYER 5/8"GYP BD
3" SPRAY FOAMINSULATION
F*TON**N OI TCURT
SNOC
*RO
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
01 NOV 12
35% SUBMITTAL
11/1/2012 7:46:21 AM
C:\Users\abanks\Documents\Current Revit Projects\11187-04 Renovate and Repair Building 526\Renovate and
Repair Building 526 - ANB.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
WALL SECTIONS AND PARTITION TYPES
A-302
N40085-11-D-6590
973122SEE DRAWING
ANBANB KTB
0' 1' 2' 3' 5'
3/4" =1'-0"SCALE:
GRAPHIC SCALENOTE: IF THIS DRAWING IS A REDUCTION, GRAPHICSCALE MUST BE USED.
SCALE: 3/4" = 1'-0" A-101A1 SECTION
SCALE: 3/4" = 1'-0"PARTITION TYPE LEGEND
F
Z
C
BD
E
E
E
G
G
H
FJ
CK J
Z
B
CD
E
E
E
G
G
H
F
FJ
J KC
WOMEN111
MEN110
CORRIDOR107
110
111
12'-2" +
/-
10'-2" +/-1'-6" +/-10'-2" +/-
1'-6"
1'-4"
4'-11"
1 1
3'-0"
1'-0"
DC
B
A
H E
TOILET126
4'-10" +/-
7'-5" +
/-
1'-6"
1'-6"
(NOTES APPLY TO THIS SHEET)NEW WORK NOTESPLUMBING FIXTURE - SEE PLUMBING DRAWINGS FORADDITIONAL INFORMATION
1
X
F*TON**N OI TCURT
SNOC
*RO
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
01 NOV 12
35% SUBMITTAL
11/1/2012 7:46:22 AM
C:\Users\abanks\Documents\Current Revit Projects\11187-04 Renovate and Repair Building 526\Renovate and
Repair Building 526 - ANB.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
ENLARGED PLANS AND ELEVATIONS
A-401
N40085-11-D-6590
973122SEE DRAWING
ANBANB KTB
SCALE: 1/4" = 1'-0" A-101C1 ENLARGED TOILET 110/111
SCALE: 1/4" = 1'-0" A-101A1 ENLARGED TOILET 126
TOILET ACCESSORY SCHEDULEMARK DESCRIPTION MOUNTING HEIGHT REMARKS
A 42" GRAB BAR CL @ 2'-9" AFFB 36" GRAB BAR CL @ 2'-9" AFFC 18" VERTICAL GRAB BAR CL @ 3' -4" AFFD TOILET TISSUE HOLDER, SINGLE ROLLE SOAP DISPENSERF PAPER TOWEL DISPENSER TOP @ 5'-4" AFFG MIRRORH HANDICAP MIRRORJ 24" GRAB BAR CL @ 2'-9" AFFK SHOWER SEATL TOILET SEAT COVER DISPENSER
2' 4' 8' 16'0'
1/4" =1'-0"SCALE:
GRAPHIC SCALENOTE: IF THIS DRAWING IS A REDUCTION, GRAPHICSCALE MUST BE USED.
5
2
1
4
1
5
(NOTES APPLY TO THIS SHEET)NEW WORK NOTESEXISTING 10" +/- CONCRETE WALL
3 5/8" METAL STUD @ 16" O.C.
2 PLY MEMBRANE ROOFING SYSTEM W/ MIN. R-25 RIGIDROOF INSULATION ON EXISTING CONCRETE DECK
3 1/2" SPRAY FOAM INSULATION
5/8" GYPSUM BOARD
CONTINUOUS METAL GUTTER AND DOWN SPOUTS
EIFS APPLIED TO CMU BLOCK
6" CMU
EXISTING CONCRETE SILL
EXISTING 8" CMU WALL
EXISTING CONCRETE COLUMN
METAL FLASHING
EXISTING 8" CONCRETE WALL
DOOR AS SCHEDULED
METAL WRAPED 2X FASCIA
1
X
2
3
4
5
6
7
8
9
10
11
12
13
14
15
13
5
2
14
2
5
13
10
11
2
5
5
4
8
7
9
2
2
1
5
4
ROOF BEARING12' - 6"
3
15
6
1
4
5
2
12
F*TON**N OI TCURT
SNOC
*RO
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
01 NOV 12
35% SUBMITTAL
11/1/2012 7:46:24 AM
C:\Users\abanks\Documents\Current Revit Projects\11187-04 Renovate and Repair Building 526\Renovate and
Repair Building 526 - ANB.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
DETAILS
A-501
N40085-11-D-6590
973122SEE DRAWING
ANBANB KTB
SCALE: 1 1/2" = 1'-0" A-101D1 DETAIL
1' 2' 3'0'
1 1/2" =1'-0"SCALE:
GRAPHIC SCALENOTE: IF THIS DRAWING IS A REDUCTION, GRAPHICSCALE MUST BE USED.
SCALE: 1 1/2" = 1'-0" A-101D2 DETAILSCALE: 1 1/2" = 1'-0" A-101D3 DETAIL
SCALE: 1 1/2" = 1'-0" A-101D4 DETAIL
SCALE: 1 1/2" = 1'-0" A-101C1 DETAILSCALE: 1 1/2" = 1'-0" A-301C2 DETAIL
GRILLEWHERESCHEDULED
ASOLID CORE WDOR HM DOOR
ESOLID CORE WD W/
VISION PANEL
HINSULATED OVERHEADSECTIONAL DOOR
1/4" TEMPGLAZING
3'-4"
6"
6" 6"
6"2'-6"
8"6"
REF SC
HED
B
REF SC
HED
REF SC
HED
1/4" TEMPGLAZING
SOLID CORE WDOR HM DOOR W/VISION PANEL
JSOLID COREWD DOOR
REF SC
HED
REF SC
HED
REF SCHED
SCHEDREF
4'-0"
3'-0"
SCHEDREF
SCHEDREF
SCHEDREF
A3A-601TYP
PREFINISHED FIXED ALUMINUMWINDOW SYSTEM:
1" INSUL GLASS - TINTED
A3A-601
A3A-601
1 2
2'-9
3/4"
5'-3"
A3A-601TYP
TYP
PREFINISHED FIXED ALUMINUMWINDOW SYSTEM:
1" INSUL GLASS - TINTED
TYP
A3A-601TYP
A3A-601
A3A-601
A3A-601TYP
TYP
TYP
4'-3"
2'-9
3/4"
8'-2
1/4" +
/-
8'-2
1/4" +
/-
REF SC
HED
2"
2"
SCHEDREF 2"
HM-1
HOLLOW METALSINGLE DOOR ORPAIR OF DOORS
HM-2
REF SC
HED
4"
2"
SCHEDREF 2"
COORD. W/ DOORSCHEDULE FORDOOR TYPES-TYP.
COORD. W/ DOORSCHEDULE FORDOOR TYPES-TYP.
HOLLOW METALSINGLE DOOR ORPAIR OF DOORS
REF SC
HED
2"3' -
8"
2"
ALUM-1
ALUMINUMSINGLE DOOR ORPAIR OF DOORS
COORD. W/ DOORSCHEDULE FORDOOR TYPES-TYP.
2" 5'-0" 2"+11'-0"T.O. FRAME
REF SC
HED
2"3' -
8"
2"
ALUM-1
ALUMINUMSINGLE DOOR ORPAIR OF DOORS
COORD. W/ DOORSCHEDULE FORDOOR TYPES-TYP.
2" 4'-11" 2"+11'-0"T.O. FRAME
1" INSUL GLASS- TINTED TOMATCH ADJACENTWINDOW
1" INSUL GLASS- TINTED TOMATCH ADJACENTWINDOW
1" INSUL MTLPANEL
SCHEDREF
2"1'-9"
NOTES:
1. REUSE SALVAGED DOOR HARDWARE.
2. PAIR OF UNEVEN DOORS. PRIMARY LEAF 3'-0" MIN.SECONDARY LEAF REMAINDER OF DOOR WIDTH.
F*TON**N OI TCURT
SNOC
*RO
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
01 NOV 12
35% SUBMITTAL
11/1/2012 7:46:25 AM
C:\Users\abanks\Documents\Current Revit Projects\11187-04 Renovate and Repair Building 526\Renovate and
Repair Building 526 - ANB.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
DOOR SC
HEDULE, DO
OR AND FRAME ELEVATIONS
A-601
N40085-11-D-6590
973122SEE DRAWING
ANBANB KTB
DOOR SCHEDULEDOOR FRAME
RATING(MIN)
HDWRSET NOTESNUMBER TYPE MAT'L
SIZETYPE MAT
DETAILSWIDTH HEIGHT HEAD JAMB SILL
101 E HM 3' - 3" 7' - 3" HM - 2 HM103 H MTL 10' - 0" 11' - 0"103B E HM 3' - 3" 7' - 3" HM - 2 HM103C H MTL 10' - 0" 11' - 0"103D A HM 3' - 0" 7' - 0" HM - 1 HM104 E HM 3' - 3" 7' - 3" HM - 2 HM105 A HM 3' - 3" 7' - 3" HM - 2 HM106 A WD 3' - 0" 7' - 0" HM - 1 HM108 E HM 3' - 3" 7' - 3" HM - 2 HM108A J WD 3' - 0" 7' - 0" HM - 1 HM110 A HM 3' - 0" 7' - 0" HM - 1 HM111 A HM 3' - 0" 7' - 0" HM - 1 HM112 A ALUM 4' - 11" 7' - 0" ALUM - 1 ALUM 2.112A A HM 3' - 0" 7' - 0" HM - 1 HM112B A WD 3' - 0" 7' - 0" HM - 1 HM116 E HM 10' - 0" 11' - 0" HM - 2 HM116A A ALUM 3' - 0" 7' - 0" ALUM - 2 ALUM116B E HM 6' - 0" 7' - 0" HM - 1 HM 1117 E HM 3' - 0" 7' - 0" HM - 1 HM118 E HM 3' - 0" 7' - 0" HM - 1 HM118A H MTL 8' - 0" 9' - 0"118B A HM 3' - 0" 7' - 0" HM - 2 HM121 A HM 3' - 3" 7' - 3" HM - 2 HM126 A HM 3' - 0" 7' - 0" HM - 1 HM127 E HM 3' - 3" 7' - 3" HM - 2 HM127A A HM 6' - 0" 7' - 0" HM - 2 HM128 E HM 3' - 3" 7' - 3" HM - 2 HM128A H MTL 10' - 0" 11' - 0"134 A HM 4' - 0" 7' - 0" HM - 2 HM
SCALE: 1/4" = 1'-0"TYPICAL DOOR TYPES
SCALE: 1/4" = 1'-0"TYPICAL WINDOW TYPES
SCALE: 1/4" = 1'-0"TYPICAL DOOR FRAME TYPES
F*TON**N OI TCURT
SNOC
*RO
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
01 NOV 12
35% SUBMITTAL
11/1/2012 7:46:26 AM
C:\Users\abanks\Documents\Current Revit Projects\11187-04 Renovate and Repair Building 526\Renovate and
Repair Building 526 - ANB.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FINISH SCHEDULE, LEGEND AND NOTES
A-602
N40085-11-D-6590
973122
AuthorDesigner Checker
FINISH SCHEDULE
ROOMNUMBER ROOM NAME FLOOR
WALLBASE
WALLSCEILING
CEILINGHEIGHT NOTESN S E W
101 VESTIBULE EXIST EXIST PNT1 PNT1 PNT1 PNT1 EXIST EXIST102 OFFICE EXIST EXIST PNT1 PNT1 PNT1 PNT1 EXIST EXIST103 WOOD WORKING SHOP CONC - PNT1 PNT1 PNT1 PNT1 EXIST EXIST103A STORAGE CONC - PNT1 PNT1 PNT1 PNT1 EXIST EXIST103B SCANNING CONC - PNT1 PNT1 PNT1 PNT1 EXIST EXIST104 TRAINING CONC - PNT1 PNT1 PNT1 PNT1 EXIST EXIST105 ELECTRICAL CONC - PNT1 PNT1 PNT1 PNT1 EXIST EXIST106 PARTS CLEANING EXIST - PNT1 PNT1 PNT1 PNT1 EXIST EXIST107 CORRIDOR CONC - PNT1 PNT1 PNT1 PNT1 EXIST EXIST108 CORRIDOR CONC - PNT1 PNT1 PNT1 PNT1 EXIST EXIST109 READY ROOM CONC - PNT1 PNT1 PNT1 PNT1 EXIST EXIST110 MEN PT1 CTB1 CT1/2/PNT1 CT1/2/PNT1 CT1/2/PNT1 CT1/2/PNT1 EXIST EXIST111 WOMEN PT1 CTB1 CT1/2/PNT1 CT1/2/PNT1 CT1/2/PNT1 CT/PNT1 EXIST EXIST112 ELECTRICAL SHOP SDF RB1 PNT1 PNT1 PNT1 PNT1 EXIST EXIST112A OFFICE CPT1 RB1 PNT1 PNT1 PNT1 PNT1 SAPC1/PNT2 11'-0"/9'-0"116 MACHINE SHOP CONC - PNT1 PNT1 PNT1 PNT1 EXIST EXIST117 SEWING SHOP CONC - PNT1 PNT1 PNT1 PNT1 EXIST EXIST118 WELDING SHOP CONC - PNT1 PNT1 PNT1 PNT1 EXIST EXIST121 CORR CONC - PNT1 PNT1 PNT1 PNT1 EXIST EXIST122 STORAGE CONC - PNT1 PNT1 PNT1 PNT EXIST EXIST123 STORAGE CONC - PNT1 PNT1 PNT1 PNT1 EXIST EXIST123A STORAGE CONC - PNT1 PNT1 PNT1 PNT1 EXIST EXIST123B STORAGE CONC - PNT1 PNT1 PNT1 PNT1 EXIST EXIST123C Room124 STORAGE CONC - PNT1 PNT1 PNT1 PNT1 EXIST EXIST125 STORAGE CONC - PNT1 PNT1 PNT1 PNT1 EXIST EXIST126 TOILET EXIST EXIST PNT1 PNT1 PNT1 PNT1 EXIST EXIST127 RAPID PROTOTYPE SHOP CONC - PNT1 PNT1 PNT1 PNT1 EXIST EXIST127A RAPID PROTOTYPE SET-UP CONC - PNT1 PNT1 PNT1 PNT1 EXIST EXIST128 CAST / MOLD SHOP CONC - PNT1 PNT1 PNT1 PNT1 EXIST EXIST129 SCANNING CONC - PNT1 PNT1 PNT1 PNT1 EXIST EXIST130 MECHANICAL CONC - PNT1 PNT1 PNT1 PNT1 EXIST EXIST131 OFFICE CPT1 RB1 PNT1 PNT1 PNT1 PNT1 SAPC1/PNT2 11'-0"/9'-0"132 VESTIBULE CPT1 RB1 PNT1 PNT1 PNT1 PNT1 SAPC1 9'-0"133 OFFICE CPT1 RB1 PNT1 PNT1 PNT1 PNT1 SAPC1 9'-0"134 COMP
FINISH LEGEND
SYMBOL PRODUCT MANUFACTURERPRODUCT # /
STYLE COLOR NOTES
CONC SEALER/HARDNER ANY MFG - -CPT1 CARPET ANY MFG - - Broadloom 12'-0" WPRT1 PORCELAIN TILE DALTILE KEYSTONES D200/DESERT GRAY
SPECKLE2"x2" MOSAIC MESHMOUNTED
SDF STATIC DISSIPATIVE EPOXYFLOOR
STATICWORX ORAPPROVED EQUAL
ESD EPOXY FLOORCOATING
PEWTER
VCT1 VINYL COMPOSITION TILE,FIELD
ANY MFG - -
CTB1 CERAMIC TILE WALL BASE DALTILE SEMI-GLOSS X114 DESERT GRAY 4.X25" X 4.25"RB1 RESILIENT WALL BASE ANY MFG 12345 COLOR 4" HIGH
CT1 CERAMIC TILE - FIELD TILE DALTILE SEMI-GLOSS X114 DESERT GRAY 4.25"X 4.25"CT2 CERAMIC TILE - ACCENT
TILEDALTILE SEMI-GLOSS 0182, SUEDE GRAY 4.25"X 4.25"
PNT1 PAINT SHERWIN WILLIAMS - -
PNT2 CEILING PAINT SHERWIN WILLIAMS - -SAPC1 SUSPENDED ACOUSTICAL
PANEL CEILINGARMSTRONG WHITE
R
1
1
FTR
P
FACP
MM
BPS
WF
VS
PS
THE SCOPE OF THIS PROJECT INCLUDES REPLACING THE FIRE ALARMSYSTEM WITH A FIRE ALARM SYSTEM CAPABLE OF VOICE COMMUNICATION.THE EXISTING MONACO TRANSMITTER WILL REMAIN. THE SYSTEM SHALLINCLUDE AN ADDRESSABLE MAIN BUILDING FIRE ALARM CONTROL PANEL WITHALARM, TROUBLE, AND SUPERVISORY SIGNALS. PROVIDE THE FOLLOWING: NEWWIRING; RACEWAYS; PULL BOXES; TERMINAL CABINETS; OUTLET ANDMOUNTING BOXES; INITIATING DEVICES; ALARM NOTIFICATION APPLIANCES;INTERFACE EQUIPMENT; AND ALL OTHER ACCESSORIES AND MISCELLANEOUSITEMS INCLUDING SOFTWARE; SYSTEM PROGRAMMING; TESTING; ANDCONSTRUCTION PERMITS REQUIRED FOR A COMPLETE FUNCTIONAL FIREALARM SYSTEM. THE EQUIPMENT PROVIDED BY THE CONTRACTOR SHALL BELISTED FOR THE INTENDED PURPOSE BY A NATIONALLY RECOGNIZED TESTINGLABORATORY.FIRE ALARM SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCEWITH UFC 3-600-01 AND REFERENCED CODES AND STANDARDS AS FOLLOWS:
INTERNATIONAL BUILDING CODE (IBC) - 2009 EDITION
NFPA 70 NATIONAL ELECTRICAL CODE - 2011 EDITION
NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE - 2010 EDITION
CONTRACTOR SHALL BE RESPONSIBLE FOR AVOIDING ALL CONFLICTS WITHLIGHT FIXTURES, HVAC DIFFUSERS, GRILLS, DUCTS, CONDUIT, PIPING, ANDANY OTHER OBSTRUCTIONS ENCOUNTERED. COORDINATE ALL WORK WITHFIELD CONDITIONS.FIRE ALARM CIRCUITS SHALL BE SUPERVISED AS FOLLOWS IN ACCORDANCEWITH NFPA 72:
INITIATING - CLASS B
NOTIFICATION APPLIANCES - CLASS B, SYNCHRONIZED
CONTROL - CLASS B
SIGNALING LINE CIRCUITS - CLASS B, STYLE 4
MOUNT ALL VISUAL WARNING STROBE/AUBIBLE NOTIFICATION APPLIANCES TOACHIEVE MAXIMUM AUDIBILITY AND VISIBILITY IN ACCORDANCE WITH NFPA 72.PROVIDE CARE IN LOCATING VISUAL WARNING STROBE APPLIANCES TO ENSUREVISIBILITY AND AVOID OBSTRUCTIONS.
UNLESS OTHERWISE NOTED THE PROJECT ELECTRICAL CONDUIT STANDARD ISELECTRICAL METALLIC TUBING (EMT) AND SHALL BE PROVIDED THROUGHOUT THEPROJECT.
IN AREAS WITHOUT CEILINGS, CONDUIT SHALL BE INSTALLED AS UNOBTRUSIVELYAS POSSIBLE, AS CLOSE AS POSSIBLE TO FLOOR/CEILING SLAB AND PARALLELAND AT RIGHT ANGLES TO STRUCTURAL STEEL OR CONCRETE ELEMENTS.
CONTRACTORS SHALL CONCEAL ALL ELECTRICAL CONDUITS ABOVE SUSPENDEDCEILINGS AND BEHIND WALLS EXCEPT IN UNFINISHED AREAS WHERE CONDUITMAY BE SURFACE MOUNTED UNLESS OTHERWISE SPECIFIED.
BOTH EXPOSED AND CONCEALED CONDUIT INCLUDING RISERS UP TO 2 INCHESIN DIAMETER SHALL UTILIZE COMPRESSION TYPE STEEL FITTINGS ANDCONNECTORS. UNLESS OTHERWISE NOTED ALL CONDUIT PROVIDED SHALL BE3/4 INCH MINIMUM EMT TRADE SIZE. VERTICAL RISERS SHALL BE 1 INCHDIAMETER EMT MINIMUM. LIMITED USE OF 1/2 INCH CONDUIT IS PERMITTED ONHORIZONTAL RUNS WHEN REDUCED DIAMETER IS REQUIRED FOR BETTERCONCEALMENT. WHERE NECESSARY, 1/2 INCH DIAMETER FLEXIBLE CONDUIT MAYBE USED FOR CONCEALED WORK. PLENUM RATED WIRING CONDUCTORS (TYPEFPLP) SHALL BE PROVIDED WHEN FLEX CONDUIT IS UTILIZED. PROVIDE WIRINGCONDUCTORS INSTALLED IN EMT FOR THE FOLLOWING CIRCUITS EXCEPT ASOTHERWISE REQUIRED BY FIRE ALARM EQUIPMENT MANUFACTURERS.
INITIATING NO 16/2 AWG
NOTIFICATION APPLIANCES 14/2 AWG
CONTROL 16/2 AWG
SIGNALING LINE CIRCUITS 16/2 AWG; TWISTED PAIR
120 VAC - NO 12 AWG WITH NO. 12 AWG EQUIPMENT GROUND
10. UNLESS NOTED OTHERWISE, CONNECT ALL HORNS AT THE LOW VOLUME SETTINGIN ALL OCCUPIED AREAS AND IN AREAS SUCH AS MECHANICAL ROOMS,ELECTRICAL ROOMS, AND EXTERIOR SPEAKER DEVICES, AS INDICATED ON THEDRAWINGS. IN ADDITION, INDIVIDUAL HORN CIRCUITS SHALL NOT BE MORE THAN80 PERCENT OF RATED AMPLIFIER POWER OUTPUT.
11. AUDIBLE DEVICES SHALL PROVIDE A MINIMUM SOUND LEVEL OF 15 DB ABOVEAMBIENT SOUND LEVEL IN ALL SPACES. FOR OFFICE SPACES, CONTRACTORSHALL PROVIDE A MINIMUM OF 75 DB. WHETHER SHOWN ON THE DRAWINGS ORNOT, SUPPLEMENTAL VISUAL NOTIFICATION DEVICES SHALL BE PROVIDED INROOMS SUCH AS MECHANICAL AND ELECTRICAL ROOMS, WHERE THE MINIMALSOUND LEVELS MAY NOT BE MET.
12. ARRANGE STROBE NAC POWER REQUIREMENTS AND CONDUCTOR SIZES NOT TOEXCEED A 10 PERCENT 2.4 V VOLTAGE DROP. EACH VISUAL NOTIFICATIONAPPLIANCE CIRCUIT SHALL NOT EXCEED 80 PERCENT OF ITS RATED OUTPUT.70.7 VRMS AUDIO VOICE NAC CIRCUITS AND CONDUCTOR SIZES PROVIDEDSHALL NOT ALLOW MORE THAN 0.5 DB (12.5%) LOSS.
13. CONTRACTOR SHALL PROVIDE DOUBLE ACTION MANUAL FIRE ALARM BOXESTHROUGHOUT PER NFPA 72 REQUIREMENTS.
PROVIDE SHALL MEAN THAT THE CONTRACTOR WILL FURNISH AND INSTALLSYSTEM COMPONENTS COMPLETE AND READY FOR INTENDED USE.
14.
1.
2.
3.
4.
5.
6.
7.
8.
9.
15. PAINT EXPOSED ELECTRICAL, FIRE ALARM CONDUIT, AND SURFACE METALRACEWAY TO MATCH ADJACENT FINISHES IN EXPOSED AREAS. PAINT JUNCTIONBOXES, CONDUIT, AND SURFACE METAL RACEWAYS RED IN UNFINISHED AREAS.
FIRE ALARM SYSTEM SMOKE DETECTOR. MOUNT ON CEILING, UON.
DUCT SMOKE DETECTOR. TEXT INDICATES ASSOCIATED MECHANICAL EQUIPMENT.
FIRE ALARM STROBE, MOUNT 6" BELOW CEILING.
FIRE ALARM TRANSMITTER PANEL.
FIRE ALARM CONTROL PANEL (FACP).
FIRE ALARM SPEAKER/HORN, MOUNT 6" BELOW CEILING.
FIRE ALARM PULL STATION, MOUNT 48" AFF, UON.
SMOKE DETECTOR
MONITORING MODULE/TEST STATION FOR DUCT SMOKE DETECTOR
BOOSTER POWER SUPPLY
CEILING MOUNTED SPEAKER/STROBE,CD=CANDELA RATING.
CD
CD=CANDELA RATING.
CD=CANDELA RATING.CD
CD
DEMOLITION LAYER
EXISTING TO REMAIN LAYER
NEW WORK / MODIFY EXISTING LAYER
DENOTES SHEET KEYNOTES
HYDRAULIC REFERENCE NODE
DENOTES DEMOLITION KEYNOTES
WATER FLOW SWITCH
VALVE WITH VALVE SUPERVISORY SWITCH
PRESSURE DETECTOR/SWITCH
OUTPUT RELAY
FIRE ALARM SYSTEM NOTES FIRE ALARM LEGEND
1
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 3:18:02 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Fire Protection_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRE ALARM
LEGEND AND NOTES
FA001XXX
973122
XXX
NONE
CGCG JA
P
P
P
P
P
1/8" = 1'-0"0' 5' 10' 20' 30'
GRAPHIC SCALE
MACHINE SHOP116
SEWING SHOP117
WELDING SHOP118
STORAGE124
STORAGE123
STORAGE123B
STORAGE123A
STORAGE125
STORAGE122
TOILET126
CORRIDOR121
Room134
OFFICE112A
RAPIDPROTOTYPESET-UP
127A
RAPIDPROTOTYPE
SHOP
127
/MATCH LINESEE 1 FA102
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 3:18:03 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Fire Protection_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA A - FIRE ALARM
FA101XXX
973122
AuthorDesigner Checker
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA A - FIRE ALARM
FD
BPS
WF
WF
P
P
FACPFTR
P P P
P
P
1/8" = 1'-0"0' 5' 10' 20' 30'
GRAPHIC SCALE
UnoccupiedUnoccupied
ELECTRICAL105
CORRIDOR107
STORAGE103A
SCANNING129
MECHANICAL130
OFFICE131
OFFICE102
OFFICE133
VESTIBULE132
VESTIBULE101
CORRIDOR108
WOMEN111
MEN110
READY ROOM109
PARTSCLEANING
106 TRAINING104
SCANNING103B
WOOD WORKINGSHOP103
ELECTRICALSHOP112
OFFICE112A
CAST / MOLDSHOP128
/MATCH LINESEE 1 FA101
1 1
2
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 3:18:04 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Fire Protection_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA B -
FIRE ALARM
FA102XXX
973122
AuthorDesigner Checker
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA B - FIRE ALARM
SHEET KEYNOTES1. DUCT MOUNTED SMOKE DETECTORS SHALL BE PROVIDED IN SUPPLY
AND RETURN OF OAU-1.
2.-PROVIDE FLOW AND SUPERVISORY SWITCH FOR PIPING CONNECTION TODUST COLLECTOR SPARY NOZZLE.
3.
-
A -
GENERAL NOTES
EOL
EOL
FRT
BPS
72"MAXIMUM
5'MAX
4"3' MIN
80" MIN.96" MAX.
SYNCHRONIZE MORETHAN TWO APPLIANCESIN ANY FIELD OF VIEW.
42" MIN/54" MAX
P
AC POWER
FACP
30
3030
INITIATION LOOPP
P
NOTE: FACP SHALL BE VOICE MESSAGING CAPABLE AND SHALL COMMUNICATE WITH THE BASE REPORTING SYSTEM.
CEILING
FACP
FINISHED FLOOR
CEILINGCEILING MOUNTEDSMOKE/ HEATDETECTOR
FIREFIRE
PULL
STATION
AUDIO/ VISUAL &VISUAL-ONLY DEVICES
NOTE: MEASUREMENTS SHOW ARETHE CLOSEST POINT ON THEDETECTOR
FIRE ALARM CONTROL PANEL RISER DIAGRAMNOT TO SCALE FIRE ALARM SEQUENCE OF OPERATIONS MATRIX
INITIATING DEVICES
SMOKE DETECTOR ABOVE FACP
DUCT SMOKE DETECTOR
MANUAL PULLSTATION
SPRINKLER FLOW SWITCH
SUPERVISORY DEVICES
SPRINKLER VALVE SUPERVISORY SWITCH
TROUBLE CONDITIONS
FIRE ALARM AC POWER FAILURE
FIRE ALARM SYSTEM LOW BATTERY
OPEN CIRCUIT
GROUND FAULT
SLC/INITIATING DEVICE CIRCUIT FAULT
NOTIFICATION APPLIANCE CIRCUIT SHORT
INITIATE AN ALARM SIGNAL ON THE FACP
INITIATE A SUPERVISORY SIGNAL ON THE FACP
INITIATE A TROUBLE SIGNAL ON THE FACP
INITIATE AUDIBLE APPLIANCES THROUGHOUT THE BUILDING
SHUT DOWN ALL BUILDING AIR HANDLING UNITS
ACTIVATE DOOR RELEASE RELAY (IF PROVIDED)
SEND FIRE ALARM SIGNAL TO BASE CENTRAL
STATION
INITIATE VISIBLE APPLIANCES THROUGHOUT THE BUILDING
X
SEND TROUBLE SIGNAL TO BASE CENTRAL STATION
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
MOUNTING DETAILNOT TO SCALE
CONTROL PANELDEVICE MOUNTING HEIGHTSNOT TO SCALE
TO FIRE ALARM TRANSMITTER ANTENNA
MICROPHONE
BASE REPORTING NOTIFICATION X X
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 3:18:04 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Fire Protection_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRE ALARM
DETAILS AND DIAGRAMS
FA501XXX
973122
AuthorDesigner Checker
DP
SPRINKLER RISER
OS&Y VALVE
CHECK VALVE
BUTTERFLY VALVE
SPRINKLER PIPING
STANDARD SPRAY PENDENT SPRINKLER K=5.6
STANDARD SPRAY UPRIGHT SPRINKLER K=5.6
ELBOW TURNED AWAY FROM VIEWER
TEE TURNED AWAY FROM VIEWER
DRAIN RISER
GAUGE
FIRE DEPARTMENT CONNECTION (FDC) - WALL MOUNTED
STANDARD SPRAY DRY TYPE HEAD PENDENT SPRINKLER K=5.6
WALL MOUNTED DRY-TYPE SPRINKLER
BACKFLOW PREVENTER DOUBLE CHECK TYPE
DESIGN AREA
SHUTOFF VALVE IN RISER
CONTINUATION MARK
14.
15.
16.
17.
18.
21.
20.
19.
MECHANICAL AND ELECTRICAL EQUIPMENT.
22.
23.
DETAILS.
SPRINKLER CONTRACTOR TO START 5'-0" OUTSIDE BUILDING.
CLEAN PIPING FREE FROM SCALE AND DIRT PRIOR TO INSTALLATION.
OCCUR AND SHALL BE A MINIMUM OF 12 INCHES FROM ANY SURFACE MOUNTED LIGHT FIXTURE.PROVIDE SPRINKLER HEADS ON THE CENTER LINE OF THE CEILING PANELS WHERE LAY-IN CEILINGS
BEFORE INSTALLATION AND ERECTION OF PIPING, VERIFY DIMENSIONS AND ROUTING IN THE FIELD.
CONTRACTOR SHALL COORDINATE THE LOCATION OF SPRINKLER HEADS AND PIPING WITH ALL
ALL UNDERGROUND PIPE MUST BE FLUSHED AND TESTED BEFORE FINAL CONNECTION TO INSIDE PIPE.
ALL FIRE RATED WALL PARTITIONS SHALL BE FIRESTOPPED TO COMPLY WITH APPLICABLE UL FIRESTOPPING
SEE CIVIL DRAWINGS FOR 6" MAIN ENTERING BUILDING.
SLOPE SPRINKLER PIPING FOR DRAINAGE, PROVIDE DRAIN VALVES INSTALLED AT LOW POINTS.
THE FIRE PROTECTIVE SPRINKLER HEADS TAMPER AND FLOW SWITCHES.CEILING DIFFUSERS SO THAT THERE IS NO INTERFERENCE WITH THE OPERATION AND MAINTENANCE OFTHE ASSOCIATED TRADES SHALL COORDINATE THE INSTALLATION OF EQUIPMENT, SUCH AS LIGHTING,
BUILDING. SPLASH BLOCKS SHALL BE PROVIDED FOR THE PROTECTION OF THE LANDSCAPING.LOCATED IN A MANNER TO DIVERT THE WATER FLOW AWAY FROM THE SIDEWALKS, DRIVEWAYS, AND THETHE SPRINKLER SYSTEM FLOW TEST OUTLETS AND SPRINKLER SYSTEM DRAINS SHALL BE DESIGNED AND
1. FIRE SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITHUFC 3-600-01 AND REFERENCED CODES AND STANDARDS AS FOLLOWS:
INTERNATIONAL BUILDING CODE (IBC) - 2009 EDITION
VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VUSBC) - 2009 EDITION
NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS - 2010 EDITION
NFPA 13 STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS - 2010 EDITION
NFPA 24 STANDARD FOR INSTALLATION OF PRIVATE FIRE SERVICE MAINS ANDTHEIR APPURTENANCES - 2010 EDITION
2. THE SCOPE OF THIS PROJECT IS TO PROVIDE A COMPLETE COMBINATION WET PIPESYSTEM THROUGHOUT THE FACILITY WITH THE DRY TYPE HEADS SERVING THE SMALLCOVERED STORAGE AREAS.
3. PIPING SHALL BE LOCATED ABOVE SUSPENDED CEILINGS AND CONCEALED WITHINWALLS AND ABOVE CEILINGS IN FINISHED AREAS.
4. PIPING SHALL BE BLACK STEEL IN ACCORDANCE WITH NFPA 13 AND MINIMUM PIPESCHEDULE 10 EXCEPT FOR PIPING 2 IN AND SMALLER SHALL BE A MINIMUM OFSCHEDULE 40.
5. WATER SUPPLY FOR THE FACILITY SHALL BE BY A NEW FEED MAIN CONNECTED TOSITE WATER DISTRIBUTION SYSTEM. WATER FLOW TESTS SHALL BE CONDUCTEDAFTER CONTRACT IS AWARDED AND WILL BE UTILIZED AS THE BASIS FORHYDRAULIC CALCULATIONS FOR THE SPRINKLER SYSTEM.
6. WALL MOUNTED 4"x2 1/2"x21/2" FIRE DEPARTMENT CONNECTION (FDC). FDC SHALLBE LOCATED ON THE EXTERIOR WALL ADJACENT TO THE SPRINKLER RISER ROOM,AND SHALL BE WITHIN 150 FEET OF A FIRE HYDRANT. COORDINATE FDC WITH CIVILSUBCONTRACTOR.
7. SPRINKLER SYSTEM SHALL BE MONITORED FOR FLOW ALARM AND SUPERVISORYSIGNALS OVER THE ENTIRE BUILDING FIRE ALARM SYSTEM AND IN ACCORDANCEWITH NFPA 72 AND NFPA 101.
8. ALL FIRE PROTECTION CONTROL VALVES SHALL BE EQUIPPED WITH LISTED VALVESUPERVISORY SWITCHES AND INTERCONNECTED WITH THE BUILDING FIRE ALARMSYSTEM.
9. SPRINKLER SYSTEM HAZARD CLASSIFICATIONS SHALL BE AS SHOWN AND AS FOLLOWS:
LIGHT HAZARD - OFFICES, TRAINING ROOM, LOBBY, RESTROOMS, ATTIC
ORDINARY HAZARD GROUP 1 - MECHNICAL/ELECTRICAL ROOMS.
ORDINARY HAZARD GROUP 2 - WORK SHOPS (WOOD/METAL/SEWING/ELECTRICAL).
10. FIRE PROTECTION SYSTEMS SHALL MEET THE DEMANDS PER NFPA 13 AND BASESTANDARDS:
LIGHT HAZARD - 0.10 GPM/SF OVER 3,00 SF WITH 100 GPM TOTAL INSIDE ANDOUTSIDE HOSE STREAM ALLOWANCE
ORDINARY HAZARD GROUP 1 - 0.15 GPM/SF OVER 3,000 SF WITH 250 GPM TOTALINSIDE AND OUTSIDE HOSE STREAM ALLOWANCE
ORDINARY HAZARD GROUP 2 - 0.20 GPM/SF OVER 3,000 SF WITH 250 GPM TOTALINSIDE AND OUTSIDE HOSE STREAM ALLOWANCE
11.
12.
SPRINKLERS IN AREAS WITHOUT A CEILING SHALL BE STANDARD SPRAY UPRIGHT (SSU)SPRINKLERS WITH A K-FACTOR OF 5.6.
13.
SPRINKLERS SHALL BE QUICK RESPONSE.
FIRE SUPPRESSION SYSTEM NOTES FIRE PROTECTION LEGEND
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 3:18:07 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Fire Protection_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRE PRO
TECTION LEGEND AND NOTES
FP001XXX
973122
AuthorDesigner Checker
P
P
P
/MATCH LINESEE 1 FD102
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 3:18:05 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Fire Protection_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA A - FIRE PROTECTION DEM
OLITION
FD101XXX
973122
AuthorDesigner Checker
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA A - FIRE PROTECTION DEMOLITION
FD
P
P
P
P
P
P
/MATCH LINESEE 1 FD101
2
4
13
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 3:18:07 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Fire Protection_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA B -
FIRE PROTECTION
DEMOLITION
FD102XXX
973122
AuthorDesigner Checker
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA B - FIRE PROTECTION DEMOLITION
SHEET KEYNOTES1. REMOVE FACP PANEL AND ALL CONNECTED DEVICES.2. REMOVE BATTERY PANEL.3. EXISTING TO REMAIN TRANSMITTER PANEL - MONACO.4. EXISTING TO REMAIN ANTENNA TEMPORARILY RELOCATE AS REQUIRED
TO ACCOMODATE RENOVATIONS.
A EXISTING DEVICES AND PANEL TO REMAIN UNTIL THE INSTALLATION OF THENEW PANEL AND DEVICES HAS BEEN COMPLETED. DEMOLITION OFEXISTING SYSTEM TO OCCUR DURING PHASE B.
GENERAL NOTES
1"
REMOTE AREA: MACHINE/SEWINGSHOP0.2 GPM, 1944 SQ FT. ORDINARYHAZARD GROUP 2.1-1/4"
1"
1-1/4"1-1/4"
1" 1-1/4"1"
2"
2"
4" 6"4"
2"
2"
4"2"
1-1/2"1-1/4"1" 1-1/4" 1"
1-1/2"1-1/4"1" 1-1/4" 1"
1-1/2"1-1/4"1" 1-1/4" 1"
1-1/2"1-1/4"1" 1-1/4" 1"
17'
MACHINE SHOP116
SEWING SHOP117
WELDING SHOP118
STORAGE124
STORAGE123
STORAGE123B
STORAGE123A
STORAGE125
STORAGE122
TOILET126
CORRIDOR121
Room134
OFFICE112A
RAPIDPROTOTYPESET-UP
127A
RAPIDPROTOTYPE
SHOP
127
/MATCH LINESEE 1 FP102
1/8" = 1'-0"0' 5' 10' 20' 30'
GRAPHIC SCALE
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 3:18:08 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Fire Protection_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA A - FIRE PROTECTION
FP101XXX
973122
CGCG JA
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA A - FIRE PROTECTION
FD
6" 6"
6"
6"
12'-7"
17'-7"
16'-5 3__16"
UnoccupiedUnoccupied
ELECTRICAL105
CORRIDOR107
STORAGE103A
SCANNING129
MECHANICAL130
OFFICE131 OFFICE
102
OFFICE133
VESTIBULE132
VESTIBULE101
CORRIDOR108WOMEN
111MEN110
READY ROOM109
PARTSCLEANING
106
TRAINING104
SCANNING103B
WOOD WORKINGSHOP103
ELECTRICALSHOP112
OFFICE112A
CAST / MOLDSHOP128
/MATCH LINESEE 1 FP101
1 2
1/8" = 1'-0"0' 5' 10' 20' 30'
GRAPHIC SCALE
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 3:18:09 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Fire Protection_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA B -
FIRE PROTECTION
FP102XXX
973122
AuthorDesigner Checker
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA B - FIRE PROTECTION
SHEET KEYNOTES1. PROVIDE SPRINKLER IN STORAGE AND BELOW STORAGE SPACE.2. PROVIDE CONNECTION TO SPRAY NOZZLE SUPPLIED BY DUST
COLLECTION SYSTEM MANUFACTURER. FLOW SHALL BE MONITOREDFOR LOCAL NOTIFICATION.
3.
-
-
A -
GENERAL NOTES
CEILING CEILING CEILING
UPRIGHT SPRINKLER HEAD
SEE LEGEND
SPRINKLERPIPE
NIPPLE
MIN.4'-0"
WATER FLOW SWITCH
MODULE ASSEMBLY6" WET PIPE RISER
ELECTRICALLYSUPERVISED OS&YVALVE (TYP.)
BFP TEST HEADER PROVIDE ONETEST CONNECTION PER 250 GPMDEMAND.
CONNECTIONFIRE DEPARTMENTTO 4" WALL MOUNTED
HANGER DETAILSNOT TO SCALE
BEAM CLAMP OR ROOF ANCHOR
SPRINKLER PIPE
ALL THREAD ROD
HANGER RING
ANGLE IRON
BEAM CLAMP BEAM OR BAR JOIST
HANGER RING
ALL THREAD ROD
SPRINKLER PIPE
TYPICAL PENDANT SPRINKLER HEAD DETAILNOT TO SCALE
ESCUTCHEON
1x1/2 REDUCER
1" X CIF
1" 90 ELBOW
1"
1" 0-2
RETURN BENDSPRINKLER HEAD ESCUTCHEON
1x1/2 REDUCER
1" X CIF
1" 90 ELBOW1" X CIF
1"
1"
SIDE TEE
BRANCH LINETEE
SPRINKLER HEAD ESCUTCHEON
1x1/2 REDUCER
BRANCH LINETEE
1" X CIF
RETURN BEND
(TYP)
BRANCH LINETEE
1"
SPRINKLER HEAD SPRINKLER HEAD
OR UNI-STRUT
FIRE SERVICE ENTRANCE DETAIL
TO JOINT3/4" TIE RODS
6" FIRE SERVICE
RETAINER GLAND
GRADE
SEE DETAIL THISSLEEVE & CAULK
SHEET
MECH ROOM FLOORBACKFLOW PREVENTER
NOT TO SCALE
TIE RODS
LISTED FOR VERTICAL APPLICATION
6" REDUCED PRESSURE
NOT TO SCALE
TYPICAL UPRIGHT SPRINKLER
HEAD DETAIL
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 3:18:10 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Fire Protection_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRE PRO
TECTION DETAILS
FP501XXX
973122
CGCG JA
1MH301
LEGEND & ABBREVIATIONS
EXHAUST AIR
OUTSIDE AIR
WATER GAUGE
PRESSURE DROP
FEET PER MINUTEFULL LOAD AMPS
EXTERNAL STATIC PRESSURE
ENTERING AIR TEMPERATURE
DRY BULB TEMPERATURE
UNLESS OTHERWISE NOTED
WET BULB TEMPERATURE
REVOLUTIONS PER MINUTE
AUTOMATIC FLOW CONTROL
CUBIC FEET PER MINUTE
EXHAUST FAN DESIGNATION
WATER SOURCE HEAT PUMP DESIGNATION
RETURN/EXHAUST DUCT SECTION
SUPPLY AIR / OUTSIDE AIR DUCT SECTION
VOLUME DAMPER
PIPE TURNING UPPIPE TURNING DOWN
UON
SARPM
WBWG
SUPPLY AIR
MIN
MAX
PDOA
RA
FPM
MINIMUM
MAXIMUM
RETURN AIR
ESP
FLA
CFM
EAEAT
DB
NEW WORK SHEET KEY NOTE DESIGNATION
AFC
DIAMETER
HORSE POWERHP
MCA MIN CIRCUIT AMPACITY
MAX OVERCURRENT PROTECTIONMOCP
SENS SENSIBLE
FREE AREAFA
DUCT TURNING DOWN
DUCT TURNING UP
MITERED ELBOW WITH TURNING VANES
FLEXIBLE CONNECTOR
DIRECTION OF SLOPE
CONDENSATE DRAIN
AUTOMATICAUTOBRITISH THERMAL UNITS PER HOURBTU/H
DOWNDN
KILOWATTKWLEAVING AIR TEMPERATURELAT
MFS MAXIMUM FUSE SIZE
PHASEPH
SF SQUARE FEET
TYP TYPICAL
GRILLE, REGISTER OR DIFFUSERDESIGNATION AS INDICATED
MOTORIZED DAMPER
CONDENSER WATER SUPPLY
CONDENSER WATER RETURN
DUCT SIZE
DEGREE FAHRENHEIT°F
ADJUSTABLEADJ
CEILING DIFFUSERCD
CONDENSER WATER RETURNCDWRCONDENSER WATER SUPPLYCDWS
DIRECT DIGITAL CONTROLSDCC
DUEL TEMPERATURE SUPPLYDTSDUEL TEMPERATURE RETURNDTR
EXHAUST REGISTERER
EXISTING TO REMAINETR
FEETFT
ENTERING WATER TEMPERATUREEWT
GALLONS PER MINUTEGPMHEADHDHEATINGHTG
LEAVING WATER TEMPERATURELWT
1,000 BTU/HMBH
NOT IN CONTRACTNIC
NUMBER#
RUNNING CURRENT AMPSRCARETURN GRILLERGRETURN REGISTERRR
TEMPERATURE SENSOR WITH MANUAL OVERRIDE
PUMP DESIGNATION
SECTION VIEW
SECTION VIEW SHEET
DDC PANNEL
EXPANSION TANK DESIGNATION
SUPPLY DIFFUSER W/ HARD DUCT
SUPPLY DIFFUSER W/ FLEX DUCT
DEDICATED OUTSIDE AIR UNIT
VARIABLE AIR VOLUMEVAV
DUCT SMOKE DETECTOR
DEMOLITION SHEET KEY NOTE DESIGNATION
GENERAL NOTES1.
2.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
3.
16.
17.
18.
19.
20.
21.
22.
∅
SCHEDULE NOTES:
GENERAL OCCUPIED
SPACESUMMER INDOOR
5075
MECH/ELEC ROOMS
°F DB % RH
SUMMER OUTDOOR
7795
°F DB °F WB
WINTER INDOOR
72
°F DB
WINTER OUTDOOR
20
°F DB
N/AN/A 5595 2077
A
B
D
E
F
UFC 3-400-10N MECHANICAL ENGINEERING (DRAFT)
ASHRAE STANDARDS 62.1 AND 90.1
MARCH 2012
2007
2008-2011
2005
ASHRAE HANDBOOKS
UFC 1-200-01 GENERAL BUILDING REQUIREMENTS JANUARY 2010
C INTERNATIONAL MECHANICAL CODE 2009
SPACES
SYSTEM
SCHEDULE NOTES:
DUCT PRESSURE CLASS
SUPPLY EXHAUST OUTSIDE
INCHES OF WATER COLUMN
SUPPLY
ROUND/OVAL RECTANGULAR
RETURNDUCT DUCT DUCT AIR DUCT SEAL
DUCT
CLASSLEAKDUCT
CLASSSEALDUCT
CLASSLEAKDUCT
CLASSSEALDUCT
CLASSLEAKDUCT
CLASS
RETURN/OUTSIDE AIR
DUCT TESTPRESSURE:INCHES OFWATRERCOLUMN
NOTES
A 6
- -
- -
- -
- -
2
-
-
-
- - -
- - - -
- -
- -
A 24
A 24
-1
-0.5
-1-
- -
--
A 12
- -
- -
A 24
A 24
-1
-
2.0
1.0
0.5
1.0
1.0 1
1
1
1
1
23.
-
TEMP TEMPERATURE
ABOVE FINISHED FLOORAFF
SECURE BOUNDARY
CHECK VALVE
MANUAL BALANCING VALVE WITH TEST PORTS
CONTINUATION
DIRECTION OF FLOW
PIPE CAPSTRAINER
TWO-WAY MOTORIZED (2-POSITION) CONTROL VALVE
THREE-WAY MOTORIZED (2-POSITION) CONTROL VALVE
UNIONTEMPERATURE/PRESSURE TEST PORT
FLEXIBLE CONNECTOR
BALL VALVE
BUTTERFLY VALVE
POINT OF DEMOLITION LIMIT
POINT OF CONNECTION TO EXISTING
DIFFERENTIAL PRESSURE TRANSMITTER
VFD PANEL
MANUAL AIR VENT
MNS MASS NOTIFICATION SYSTEM
AIR FLOW MEASUREMENT STATION
DEMOLITIONCONSTRUCTIONEXISTING TO REMAIN
AUTOMATIC FLOW CONTROL VALVEAFC
TWO-WAY MOTORIZED (MODULATING) CONTROL VALVE
THREE-WAY MOTORIZED (MODULATING) CONTROL VALVE
FLOW METER
BID OPTION BOUNDARY
REDUCER
NORMALLY OPENN.O.NORMALLY CLOSEDN.C.
ISOLATION VALVE IN PIPE RISER
APPROXIMATELYAPPROX
HAND/OFF/AUTO SWITCH
24.
VARIABLE FREQUENCY DRIVEVFD
25.
FIRE DAMPER
FLAT OVAL DUCT DESIGNATION
CLEANOUTCO
LOUVER DESIGNATION
ELECTRIC UNIT HEATER DESIGNATION
PIPE, DUCT AND EQUIPMENT SUPPORTS SHALL BE DESIGNED BY QUALIFIEDPROFESSIONAL ENGINEER (STRUCTURAL). SUPPORT SIZES INDICATED ARE FOR PRICINGPURPOSES AND NOT APPROVED FOR CONSTRUCTION.
PHASING IS REQUIRED FOR THE PROJECT. TWO GENERAL PHASES IN INCLUDE PHASE 1- AREA B AND PHASE 2 - AREA A. DURING PHASE 1 THE BOILER AND/OR THROUGHTHE WALL AIR CONDITIONING UNITS WILL BE KEPT OPERATIONAL OR TEMPORARYHEATING/COOLING WILL BE REQUIRED FOR AREA A. DURING PHASE 2, THE BOILER WILLBE REMOVED AND THE CONDENSER WATER LOOP WILL BE BROUGHT ONLINE FORSERVICE TO THE ENTIRE. BUILDING.
EXHAUST DUCT
CV - LOWPRESSUREDUCT SYSTEMS
INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
1. TEST IN ACCORDANCE WITH UFGS 23 05 93, TESTING, ADJUSTING, AND BALANCING FOR HVACAND THE PROCEDURES IN SMACNA HVAC AIR DUCT LEAKAGE TEST MANUAL INCLUDING THE NAVYREQUIREMENTS IN EXCESS OF SMACNA LISTED BELOW.
NAVY REQUIREMENTS IN EXCESS OF SMACNA:1. FOR DUCT PRESSURE CLASSES LESS THAN 2", THE ALLOWABLE DUCT LEAKAGE CLASS IS 12
FOR ROUND/OVAL DUCTWORK AND 24 FOR RECTANGULAR DUCTWORK.2. FOR DUCT PRESSURE CLASSES FROM 2" TO LESS THAN 4", THE ALLOWABLE DUCT LEAKAGE
CLASS IS 6 FOR ROUND/OVAL DUCTWORK AND 12 FOR RECTANGULAR DUCTWORK.3. FOR DUCT PRESSURE CLASSES OF 4" OR GREATER, FOLLOW SMACNA REQUIREMENTS.
PERFORM TESTING, ADJUSTING AND BALANCING (TAB) IN ACCORDANCE WITH UFGS 23 05 93, TESTING, ADJUSTING,AND BALANCING FOR HVAC. AIR AND WATER FLOWS SHALL BE BALANCED TO WITHIN 5% OF DESIGN VALUES.
TEST AIR AND WATER SYSTEMS MODIFIED OR PROVIDED BY THIS PROJECT.
SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONALASSOCIATION (SMACNA) - HVAC DUCT CONSTRUCTION STANDARDS,METAL AND FLEXIBLE
1. OUTDOOR CONDITIONS ARE BASED ON RFP DATA.2. -.3. -.4. INDOOR DESIGN TEMPERATURE HAS A +/-2°F DEADBAND AND A +/-10% RH DEADBAND.
PROVIDE LOW LEAKAGE MOTORIZED DAMPERS (MAX OF 3 CFM/SQ. FT.) IN PENETRATIONSTO THE EXTERIOR (INLET AND OUTLET). DAMPERS SHALL BE INTERLOCKED WITH ATFPSWITCH VIA BUILDING DDC SYSTEM.
PROVIDE EQUIPMENT BRACING IN ACCORDANCE WITH SEISMIC ANALYSIS OF THE BUILDING.
DIMENSIONS FOR DUCTWORK SHOWN ON PLANS ARE INSIDE DUCT DIMENSIONS.THE FIRST FIGURE OF DUCT SIZE INDICATES DIMENSION OF FACE SHOWN ORINDICATED.
PROVIDE ACCESS DOORS IN DUCTWORK WHERE REQUIRED FOR ACCESS TOSYSTEM COMPONENTS INCLUDING THE FOLLOWING: DAMPER MOTORS AND/OR MOTOR OPERATED DAMPERS FIRE DAMPERS AND SMOKE DAMPERS
THERMOSTATS SHALL BE LOCATED IN THE ROOMS INDICATED. INSTALL AT 48"ABOVE FINISH FLOOR
COORDINATE LOCATION AND INSTALLATION OF EQUIPMENT WITH OTHER TRADES.
EQUIPMENT WITH FILTERS SHALL BE INSTALLED SO THAT FILTERS CAN BE EASILYREMOVED AND REPLACED.
ARRANGE PIPING AND DUCTWORK, PARTICULARLY ABOVE CEILING AS REQUIRED TOCLEAR STRUCTURE, DUCTS, CONDUITS, ETC. ALLOWING SPACE FOR PIPEHANGERS, EXPANSION LOOPS AND ACCESS TO VALVES, FILTERS, ANDMAINTENANCE OF EQUIPMENT.
COORDINATE LOCATION OF GRILLES, REGISTERS, DIFFUSERS, THERMOSTATS ANDOTHER WALL OR CEILING MOUNTED HVAC ACCESSORIES WITH REFLECTED CEILINGPLAN, LIGHTING FIXTURE LAYOUT AND ACCESSORIES INSTALLED BY OTHER TRADESSO AS TO PRESENT A NEAT AND ATTRACTIVE INSTALLATION THROUGHOUT THEENTIRE BUILDING. IT IS THE INTENT FOR GRILLES, REGISTERS AND DIFFUSERSTO BE INSTALLED IN THE CENTER OF CEILING PANELS.
OVERHEAD PIPING IN SPACES WITHOUT SUSPENDED CEILINGS SHALL BE RUN ASCLOSE TO ROOF DECK AS PRACTICAL, AS CLOSE TO PARALLEL JOISTS ASPOSSIBLE AND ABOVE LIGHTING FIXTURES TO CONCEAL PIPING.
OUTSIDE AIR INTAKE OPENINGS FOR VENTILATION AIR ARE LOCATED AT LEAST 10FEET MEASURED IN ANY DIRECTION FROM ANY FLUES, VENTS, CHIMNEYS, GASMETERS, GAS REGULATORS, PLUMBING VENTS UNLESS THE TOP OF SUCH INTAKEOPENING IS 3 FEET BELOW ANY OF THE LISTED ITEMS.
UNDER FLOOR SUPPLY PLENUM SHALL BE CLEANED TO PREVENT A NUISANCETRIP OF THE FIRE SUPPRESSION SYSTEM. FIRE SUPPRESSION SYSTEM MAYREQUIRE TEMPORARY DISABLING WITH A FIRE WATCH PLAN. CEILING AND UNDERFLOOR PLENUMS SHALL BE CLEANED IN ACCORDANCE WITH ARCHITECTURALSPECIFICATIONS. DUCT WORK SHALL BE CLEANED IN ACCORDANCE WITHMECHANICAL SPECIFICATIONS. THE EXTENT OF THE DUCT WORK CLEANING ISINDICATED ON THE DEMOLITION PLANS.
PROVIDE UNION OR FLANGED CONNECTIONS AT EACH PIECE OF EQUIPMENT ANDON BOTH SIDES ON CONTROL VALVES AND PRESSURE REGULATING VALVES.PROVIDE SHUT-OFF VALVES ON BOTH SIDES OF AUTOMATIC VALVES.
FOR PIPE SIZES NOT INDICATED ON PLANS SEE EQUIPMENT CONNECTION DETAILS,FLOW DIAGRAMS, RISER DIAGRAMS AND SCHEDULES.
VALVES AND SPECIALTIES SHALL BE LINE SIZE, EXCEPT FOR CONTROL &BALANCING VALVES OR UNLESS NOTED OTHERWISE.
FOR LOCATION OF MOTOR STARTERS, SEE ELECTRICAL DRAWINGS.
LOCATE AND SIZE CONCRETE PADS AND CURBS FOR MECHANICAL EQUIPMENT INACCORDANCE WITH ACTUAL EQUIPMENT PURCHASED.
PIPING AND DUCTWORK INSULATION SHALL BE RUN CONTINUOUSLY THROUGHNON-RATED FLOORS, WALLS, ROOF AND PARTITIONS, UNLESS OTHERWISEINDICATED.
ADDITIONAL PIPING SUPPORTS OR HANGERS SHALL BE PROVIDED ADJACENT TOELBOWS, TO PREVENT WEIGHT OF PIPING BEING PLACED ON THE EQUIPMENT.
CONDENSATE ROUTING SHALL NOT INTERFERE WITH PASSAGEWAYS ANDMAINTENANCE. DRAINS SHALL BE TRAPPED WITH SLOPE SUSPENDED AWAY FROMAIR CONDITIONING UNIT AT 1/8" PER FOOT.
OVERHEAD DUCTWORK AND PIPING IN SPACES WITH CEILINGS SHALL BECONCEALED UNLESS OTHERWISE NOTED.
GENERAL NOTES ON THIS DRAWING ARE APPLICABLE TO EACH MECHANICALDRAWING OF THIS SET. SEE EACH DRAWING FOR SPECIFIC NOTES APPLICABLE TOTHAT DRAWING.
D
100
CDWS
CDWR
6"x6"
M
AFMS
M
M
FM
EUH-1
L-1HOA
VFD
DPTOAU-1
1
ET-1
DDC
WSHP-01
P-1
EF-1
WSHP-1 DESIGN CONDITIONS
BASIC CRITERIA MANUALS
TESTING, ADJUSTING AND BALANCING
DUCT CONSTRUCTION AND LEAKAGE TEST SCHEDULE
NOTE: EACH PIECE OF AIR MOVING EQUIPMENT ON THE PROJECT MUST BE SHOWN IN THE SCHEDULE AND THEREQUIRED PRESSURE CLASS, DUCT SEAL CLASS, DUCT LEAK CLASS AND TEST PRESSURE MUST BE INDICATED.
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:59:18 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Mechanical_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
LEGEND, N
OTES
M-001
973122NONE
CGCG JA
FIRST FLOOR0' - 0"
ROOF BEARING12' - 6"
FIRST FLOOR0' - 0"
MECH. FLOOR-3' - 0"
ROOF BEARING12' - 6"
MECH. FLOOR-3' - 0"
FIRST FLOOR0' - 0"
ROOF BEARING12' - 6"
MECH. FLOOR-3' - 0"
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:59:20 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Mechanical_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
MEC
HANICAL SEC
TION
M-301
973122
AuthorDesigner Checker
SCALE: 1/2" = 1'-0"
MECHANICAL SECTION
1M-301
WH-1
P-2
P-1
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:59:21 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Mechanical_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
ENLARGED M
ECHANICAL ROOM PLAN -
MEC
HANICAL
M-401
973122
AuthorDesigner Checker
SCALE: 1/2" = 1'-0"
ENLARGED MECHANICAL ROOM -
ELECTRICAL DATA
1. UNIT SHALL BE R-410A REFRIGERANT WITH DUAL CIRCUITS. ONE CIRCUIT SHALL BE FULLY MODULATING UTILIZING DIGITAL SCROLL COMPRESSOR.
3. UNIT SHALL HAVE SINGLE-POINT POWER CONNECTION. PROVIDE FACTORY WIRED 115V CONVENIENCE OUTLET. MOTORS SHALL COMPLY WITH EPACT MINIMUM EFFICIENCY STANDARDS. PROVIDE 12" PLUNUM EXTENSION ON OUTDOOR AIR INTAKE HOOD FOR INSTALLATION OF AIR FLOW MEASURING STATION.2. PROVIDE UNIT WITH INSULATED DOUBLE WALL CONSTRUCTION SUITABLE FOR OUTDOOR INSTALLATION. PROVIDE FACTORY ROOF CURB WITH HORIZONTAL SUPPLY AND EXHAUST CONNECTIONS. PROVIDE STAINLESS STEEL DRAIN PAN.
100% OUTSIDE AIR UNIT SCHEDULE
NOTES:
OAU-1
TAGUNIT
4. BOTH AIR STREAMS SHALL BE PROTECTED BY 30% EFFICIENT, 4" PLEATED, DISPOSABLE FILTERS POSITIONED BEFORE THE ENTHALPY WHEEL.
°F WB
OA - EAT
7795
LOCATIONUNIT
°F DB
ENTHALPY WHEEL SUMMER PERFORMANCE
85 72
SA - LAT
°F DB °F WB
3208
VOLTS PHASE MCA MFS
NOTES
ROOF 1 THRU 786 110
(MBH)
TOTAL
DX COOLING COIL DATA MODULATING GAS HEAT DATA
103
CAPACITY
160
(MBH)
SENSCAPACITY
3500
CFM
2
IN. WG
EA FAN DATA
ESP
5 2800DIRECT2
OA FAN DATA
ESPIN. WG
DRIVE CFMHP
DIRECT 5
DRIVE HP
76
(MBH)
HGRHCAPACITY
°F
7045
°FEAT LAT
FAN TYPEMARK
EF-1
EXHAUST FAN SCHEDULECAPACITYCFM
STATICPRESSURE
DIRECT
DRIVE RPM
FAN MOTOR DATA
W VOLTS
115 1
∅
60
HZ
NOTESUNITLOCATION
ROOF MOUNTED 500 0.5
IN. WG
1050 1, 2, 3BLDG 615 200
EF-2
EF-3
MIN TOTAL
9.4
CAPACITYMBHMARK
UNIT LOCATION
ELECTRICAL DATA
20
FLA
PACKAGE TERMINAL AIR CONDITIONERHEAT
6275
°F WB
COOLING MODE AT 95°F OAT
°F DB
EAT
1208
VOLTS ∅ MFSMCA
1, 2, 3
NOTES
BLDG 615
EERMIN
KWMIN
MIN SENSIBLE
8.8
CAPACITYMBH
REFRIGERANT
TYPE MAX LBS
THRU-WALL
TYPE
PTAC-1 11 4.1 27.6 30 R-410A -
1. CONTRACTOR SHALL PROVIDE
3. SELECTIONS BASED ON -2. PROVIDE -
NOTES:
ELEC 105
TLT 126
DIRECT 115 1 60175 1050130
DIRECT 115 1 6075 105080
1. PROVIDE WITH BACK DRAFT DAMPER, THERMAL OVERLOAD PROTECTION, AND STANDARD DISCONNECT2. UNIT SHALL BE CONTROLLED BY REMOTE WALL-MOUNTED THERMOSTAT.
NOTES:
3. INTERLOCK FAN WITH 24V DAMPER AND CONTROL BY
0.5
0.2
1, 2, 3
1, 2, 3
°F WB
EAT
6982
°F DB °F WB
LAT
5555
°F DB EFFMIN
(MBH)
INPUTCAPACITY
120
5. ALL COILS SHALL BE PROVIDED WITH MANUFACTURER'S ANTI-CORROSION OPTION FOR "COASTAL" OR "SEA-COAST" INSTALLATIONS.6. PROVIDE WITH MANUFACTURER'S RECOMMENDED UNIT CONTROLLER FOR STAND-ALONE OPERATION. CONTROLLER SHALL BE OPEN PROTOCOL BACNET COMPATIBLE FOR INTEGRATION WITH DDC.
80%
(MBH)
OUTPUTCAPACITY
100
(MBH)
TOTAL
-
CAPACITY
-
(MBH)
LATENTCAPACITY
°F WB
EA - EAT
6275
°F DB °F WB
OA - EAT
1621
°F DB
ENTHALPY WHEEL WINTER PERFORMANCE
- -
SA - LAT
°F DB °F WB(MBH)
TOTAL
-
CAPACITY
-
(MBH)
LATENTCAPACITY
°F WB
EA - EAT
6275
°F DB
ROOF MOUNTED
INLINE CABINET
7. SELECTION BASED ON -
VOLTSEERMIN
(MBH)
MIN TOTAL
COOLING DATA
WATER SOURCE HEAT PUMP SCHEDULEHEATING DATA
TOTALCFM
MARK
HP-3
GENERAL NOTES:
FAN DATA
(IN. WG)ESP NOTESHP
GPMCAPACITY
(MBH)
MIN SENSCAPACITY
(MBH)
MIN TOTALCAPACITY
COPMIN
UNIT ELECTRICAL DATA
FLATOTAL MCA MFS ∅ HERTZ
FT HD
DROP THROUGHEXCHANGER,
MAX PRESSURE
WEIGHTLBS.
APPROX.
HP-4
HP-5
HP-6
HP-8B
HP-9
HP-10A
HP-10B
HP-10D
HP-10E
HP-11
HP-12
HP-13
HP-14
HP-15
HP-2C
HP-2B
HP-1
HP-7
12 4.299.4 -
HP-8A
HP-10C
600.5
HP-2A
10-
ELECTRIC UNIT HEATER SCHEDULE∅
EUH-1
MARK VOLTS AMPS
TOILET 126 1 120 1 8.3RECESSED WALL MOUNED
TYPEUNIT
LOCATION CAPACITY KW
1. PROVIDE WITH THERMAL OVERLOAD PROTECTION AND INTEGRAL THERMOSTAT.
1230.531.4 - 60 10
1230.531.4 - 60 -10
1215.516.4 - 60 10
1212.412.9 - 60 10
1211.714.9 - 60
1212.413.6 - 60
129.49.4 - 60
124.85,0 - 60
1211.211.9 - 60
1211.211.9 - 60 -
124.04.3 - 60
1215.216.3 - 60
12 - 60- 6
12 - 60
12 - 60
12 - 60
1215.716.9 - 60
1233.233.6 - 60
125.15.1 - 60
1245.946.8 - 60
126.47.4 - 60
GENERAL NOTES:
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1. CAPACITY BASED ON EAT = 75°F DB COOLING / EAT =72°F DB HEATING AND 90°F ENTERING WATER TEMPERATURE.2. PROVIDE UNIT WITH R-410A REFRIGERANT CIRCUIT (OR APPROVED EQUAL) AND SINGLE POINT POWER CONNECTION.3. PROVIDE DDC BACNET CONTROLS.4. UNIT EFFICIENCY MUST MEET IECC 2009. EER AND COP VALUES ARE BASED ON EWT OF 86°F AND 68°F RESPECTIVELY.5. -.6. -.7. SELECTION BASED ON TRANE.
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
1208
3208
3208
1208
3208
1208
1208
1208
1208
3208
3208
3208
3208
3208
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
3
9
3
6
3
15
6
3
9
8
5
6
5
3
5
6
8
12
5
6
3
3208
1208
1208
3208
3208
1208
3208
1208
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
390
-
-
-
-
4.3 5.2 15
21 24.9 40
11 13.3 20
8.5 10.7 15
25
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
4.2
14 16.6
9.2 11.2 15
10.5 12.9 20
19.9 23.5 35
FAN TYPEMARK
DCF-1
DUST COLLECTION SYSTEMCAPACITYCFM
STATICPRESSURE
BELT
DRIVE RPM
FAN MOTOR DATA
HP VOLTS
208 3
∅
60
HERTZ
NOTESUNITLOCATION
UTILITY EXHAUST FAN 8000 6.0
IN. WG
3450
FLA
1, 2, 3, 4WOOD SHOP 6020
NOTES:
1. PROVIDE WITH VFD AND INVERTER READY MOTOR.2. PUMP MINIMUM FLOW RATE SHALL NOT EXCEED 60 GPM.
NOTES:
HP
PUMP SCHEDULEMARK LOCATION FT. HEADGPM VOLTSRPM PH NOTESSERVICE
4. PROVIDE WITH SUCTION DIFFUSER, INERTIA BASE, AND VIBRATION ISOLATION.3. PROVIDE WITH CONTROL BOARD CAPABLE OF COMMUNICATING WITH BUILDING DDC SYSTEM.
MINIMUMEFFICIENCY
TYPE
5. -
160 65 5 1750 3
P-2
P-1 1 THRU 5
1 THRU 6160 65 5 1750 3
BASE-MOUNTED
BASE-MOUNTED
BOILER ROOM
BOILER ROOM
-
-
WATER LOOPCONDENSER
WATER LOOPCONDENSER
208
208
6. 100% STAND-BY PUMP.
-
-
IMPELLERDIAMETER(INCHES)
HP-16A
HP-16B
HP-17
1221.322.2 - 60
1221.322.2 - 60
127.27.6 - 60
-
-
-
0.5
0.5
0.5
-
-
-
-
-
-
8
8
3
3208
3208
1208 -
-
-
10
10
10
4.2
4.2
4.2
NOM.
2
1
3
3/4
2
3/4
5
2
3/4
3
2.5
1.5
2
1.5
1
1.5
2
2.5
4
1.5
2
3/4
2.5
2.5
3/4
TONS
HP-18 1210.110.3 - 60- 0.5 -- 3 1208 -104.21
EUH-1 MECH ROOM 130 2 208 3 5.6DOWN FLOW CEILING MOUNTED
2. PROVIDE WITH RECESSED WALL MOUNTING KIT.3. PROVIDE WITH THERMAL OVERLOAD PROTECTION AND REMOTE WALL MOUNTED THERMOSTAT.
NOTES
1, 2, 5
3, 4, 5
4. PROVIDE WITH MOUNTING KIT FOR DOWN FLOW APPLICAION.5. PROVIDE SPACE WITH TEMPERATURE SENSOR FOR MONITORING BY DDC.
2514 16.6
10.5 12.9 20
8.5 10.7 15
10.5 12.9 20
10.5 12.9 20
4.3 5.2 15
9.2 11.2 15
9.2 11.2 15
9.2 11.2 15
9.2 11.2 15
9.2 11.2 15
11 13.3 20
4.3 5.2 15
4.3 5.2 15
4.3 5.2 15
11 13.3 20
11 13.3 20
8.5 10.7 15
15.216.3
15.216.3
15.216.3
15.216.3
1. PROVIDE WITH STRUCTURAL SUPPORT FOR CYCLONE AND ALL OUTDOOR EQUIPMENT. PROVIDE EQUIPMENT PAD FOR DUST COLLECTION BIN.2. PROVIDE WITH CODE COMPLIANT FILTRATION (99.9% @ 10 MICRONS) FOR RECIRCULATION INCLUDING MANUFACTURER RECOMMEND FILTER PLENUM.3. PROVIDE WITH SPARK DETECTION IN DUCT MAIN, SPRAY NOZZLE TIED TO FIRE WATER, RECIRC ABORT GATE, AND EXPLOSION VENT ON CYCLONE.4. PROVIDE WITH BLAST GATES AT ALL EQUIPMENT POINTS (~15) AND FLOOR SWEEPS (2).5. PROVIDE WTIH DUCT WORK TO KEEP 4000 FPM IN DUCT MAIN (18"∅ FOR 8000 CFM).5. PROVIDE WTIH ELECTRICAL INTERLOCK WITH EQUIPMENT SERVED.
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:59:22 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Mechanical_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
MEC
HANICAL SCHEC
ULES
M-601
973122
AuthorDesigner Checker
GRILLE, REGISTER & DIFFUSER SCHEDULE
NOTES:1. PROVIDE ALUMINUM CONSTRUCTION WITH STANDARD BAKED WHITE ENAMEL FINISH (INCLUDING HEADS OF SCREWS).2. PROVIDE WITH FOUR-WAY THROW PATTERN.3. PROVIDE 35° SINGLE DEFLECTION, 3/4" BLADE SPACING, BLADES PARALLEL TO THE LONG DIMENSION, AND 1" FILTER FRAME.4. PROVIDE WITH FACTORY 24"x24" LAY-IN PANEL WHERE INSTALLED IN ACOUSTICAL TILE CEILINGS. PANEL SHALL HAVE STANDARD BAKED WHITE ENAMEL FINISH
TO MATCH DIFFUSER.5. PROVIDE WITH UNIFORM 360 DEGREE DISCHARGE PATTERN, SUITABLE FOR SURFACE MOUNTING (EXPOSED DUCT).6. PROVIDE SUITABLE FOR SURFACE MOUNTING (EXPOSED DUCT).7. PROVIDE SUITABLE FOR SURFACE MOUNTING.8. PROVIDE 35° DOUBLE DEFLECTION, 3/4" BLADE SPACING, AND FRONT BLADES PARALLEL TO THE SHORT DIMENSION.9. PROVIDE 35° SINGLE DEFLECTION, 3/4" BLADE SPACING, AND BLADES PARALLEL TO THE LONG DIMENSION.
LOUVER SCHEDULE
WSHP DUCT SIZESCHEDULE
MARK TYPE SERVICE NOTES
SQUARE CEILING DIFFUSER SUPPLY 35-105 0.16"∅12"x12" 25 -
SQUARE CEILING DIFFUSER SUPPLY 110-200 0.112"x12" 25 -
SQUARE CEILING DIFFUSER SUPPLY 205-380 0.124"x24" 25 -
SQUARE CEILING DIFFUSER SUPPLY 380-545 0.112"∅24"x24" 25 -
550-730 0.125 -14"∅
- 12"∅ROUND CEILING DIFFUSER 360-460 0.125 -
8"∅
10"∅
24"x24"SUPPLYSQUARE CEILING DIFFUSER
SUPPLY -
-
-
-
-
-
24"x24" 22"x22"FILTERED LOUVERED GRILLE 35-1935 0.125 -RETURN -
- 22"x22"FILTERED LOUVERED GRILLE 35-1935 0.125 -RETURN
- 10"∅ROUND CEILING DIFFUSER 275-355 0.125 -SUPPLY -
24"x24" 12"x12"GRILLE 35-615 0.125 -RETURN/TRANSFER -
-GRILLE RETURN/TRANSFER
24"x24" 22"x22"GRILLE 620-1800 0.125 -RETURN/TRANSFER -
12"x12" 35-615 0.125 - -
735-1060 0.125 -16"∅24"x24"SUPPLYSQUARE CEILING DIFFUSER -
- 12"x12"GRILLE 35-615 0.125 -RETURN/TRANSFER -
35-615 0.125 -12"x12"-SUPPLYGRILLE -
-
3. PROVIDE 24V MOTORIZED DAMPER INTERLOCKED WITH ASSOCIATED MECHANICAL EQUIPMENT.
1. FRAME AND BLADES SHALL BE HEAVY GAUGE EXTRUDED ALUMINUM.
24x24
NOTES:
L-1 1
175
W x HMARKSIZE
IN.FREE AREASQ FT
CFM
EXHAUST
SERVICE NOTES
MINIMUM
2. COORDINATE FINISH COLOR WITH ARCHITECT.
L-2
4. PROVIDE WITH ALUMINUM BIRD SCREEN MOUNTED IN REMOVABLE FRAME.
5. BEGINNING POINT OF WATER PENETRATION SHALL BE NO LESS THAN 1000 FPM.
1 THRU 6
1 THRU 618x120.4
500
INTAKE
6.
UNITLOCATION
BLDG 526
ELEC 105
1, 7, 8
1, 7, 9
1, 2, 4
1, 6, 9
1, 4, 9
1, 4, 9
1, 5
1, 3, 6
1, 3, 4
1, 2, 4
1, 2, 4
1, 2, 4
1, 2, 4
1, 2, 4
1, 5
MODELMANUFACTURER
BASIS OF DESIGNMAX PDIN. WG
MAXNC
CFMRANGE
NECKSIZE
FACESIZE
3/4
10x10
TONS SIZE
300
CFM
1
10x6
400
NOMDUCT MAIN
12x101.5 600
14x122 800
14x142.5 1000
16X143 1200
16X164 1600
18X185 2000
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:59:22 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Mechanical_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
MEC
HANICAL SCHEDULES
M-602
973122
AuthorDesigner Checker
/MATCH LINESEE 1 MD102
AHU
1
1
1
1
1
1
1
1
1
4
4
2
5
5
3
6
7
8
1/8" = 1'-0"0' 5' 10' 20' 30'
GRAPHIC SCALE
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:59:24 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Mechanical_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA A - M
ECHANICAL DEM
OLITION
MD101
973122
AuthorDesigner Checker
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA A - MECHANICAL DEMOLITION1
SHEET KEYNOTES1.
2.
3.4.5.6.
REMOVE CEILING MOUNTED EQUIPMENT AMD DUCT WORK.
7.
REMOVE THROUGH THE WALL PTAC UNIT AND RETURN TO OWNER.WELDING HOOD FANS ARE EXISTING TO REMAIN.
REMOVE STEAM AND CONDENSATE PIPING AND UNIT HEATERS BACK TOTHE POINT INDICATED DURING PHSE B. SEE MD102 FOR LOCATION OFBOILER.
REMOVED AIR HANDLING UNIT, DUCT WORK, ASSOCIATED OUTDOOR UNITAND ALL ASSOCIATED APPURTENANCES INCLUDING STRUCTURALSUPPORTS DURING PHASE B.
A DEMOLITION OF STEAM AND CONDENSATE PIPING, DUCT WORK, ANDDUST COLLECTION SYSTEM TO OCCUR IN PHASES - PHASE A AND B.PHASE A CONSISTS OF SPACES EAST OF THE MATCH LINE. SEESHEET KEYNOTES FOR MORE INFORMATION ON PHASING DEMOLITION.
GENERAL NOTES
36x14 DUCT MAIN ROUTED TO ALL PHASE B SPACES. SEE NOTE 2 FORDEMOLITION.
LOCATION OF 2-1/2" STEAM MAINS BACK TO MECHANICAL ROOM. SEENOTE 1 FOR DEMOLTION.
8. REMOVE LOUVER AND PATCH ROOF TO MATCH EXISTING.
FD
/MATCH LINESEE 1 MD101
AHU
1 1
1
1 1
1
11
7
5
5
2 2
3
3
4
4
4
2
8
6
66
4
4
10
9
11
8 8
AHUOU
1/8" = 1'-0"0' 5' 10' 20' 30'
GRAPHIC SCALE
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:59:25 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Mechanical_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA B -
MEC
HANICAL DEM
OLITION
MD102
973122
AuthorDesigner Checker
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA B - MECHANICAL DEMOLITION1
SHEET KEYNOTES1.
2.2. REMOVED AIR HANDLING UNIT, DUCT WORK, ASSOCIATED OUTDOOR UNITAND ALL ASSOCIATED APPURTENANCES INCLUDING STRUCTURAL SUPPORTSDURING PHASE 1.
4.
5.6.7.
REMOVE THROUGH THE WALL PTAC UNIT AND RETURN TO OWNER.
8.
REMOVE STEAM AND CONDENSATE PIPING AND UNIT HEATERS BACK TOMECHANICAL ROOM TO THE POINT INDICATED DURING PHASE 1.
A DEMOLITION OF STEAM AND CONDENSATE PIPING, DUCT WORK, AND DUSTCOLLECTION SYSTEM TO OCCUR IN PHASES - PHASE 1 AND 2. PHASE1 CONSISTS OF SPACES EAST OF THE MATCH LINE. SEE SHEETKEYNOTES FOR MORE INFORMATION ON PHASING DEMOLITION.
GENERAL NOTES
REMOVE DUST COLLECTION SYSTEM, DUCT WORK AND ALL ASSOCIATEDAPPURTENANCES INCLUDING STRUCTURAL SUPPORTS DURING PHASE A.
3.
REMOVE CEILING MOUNTED EQUIPMENT AMD DUCT WORK AND ANYASSOCIATED ROOFTOP EQUIPMENT. PATCH ROOF TO MATCH EXISTING.
REMOVE EXHAUST FANS AND PATCH WALL TO MATCH EXISTING.REMOVE EXISTING DDC PANEL DURING PHASE 2 AND SAVE FOR REUSE.REMOVE ALL DUCT WORK ASSOCIATED WITH EQUIPMENT MAINS. AREAPPROXIMETLY 36x16 AND ROUTED THOUGHOUT PHASE 1 SPACES.
9. BOILER TO BE REMOVED DUIRING PHASE 2. PROVIDE TEMPORARY CAPSON SUPPLY AND CONDENSATE PIPING TO KEEP PHASE 2 AREASOPERATIONAL. BOILER SHALL BE RETURNED TO OWNERS.
10. CONDENSATE COLLECTOR AND PUMPS TO BE REMOVED DURINGPHASE 2. PROVIDE TEMPORARY CAPS ON SUPPLY AND CONDENSATEPIPING TO KEEP PHASE 2 AREAS OPERATIONAL.
MACHINE SHOP116
SEWING SHOP117
WELDING SHOP118
STORAGE124
STORAGE123
STORAGE123B
STORAGE123A
STORAGE125
STORAGE122
TOILET126
CORRIDOR121
Room134
RAPIDPROTOTYPESET-UP
127A
RAPIDPROTOTYPE
SHOP
127
HP-11
HP-12
HP-10A HP-10B HP-10C
HP-10DHP-10E
EF-3
HP-14
HP-15
/MATCH LINESEE 1 MH102
EUH-1
1
1
14x14
14x14
2
3
HP-13
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:59:27 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Mechanical_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA A - M
ECHANICAL H
VAC
MH101
973122
AuthorDesigner Checker
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA-A MECHANICAL HVAC
SHEET KEYNOTES1.2.2.
EXISTING TO REMAIN WELDING HOODS.
A SEE MECHANICAL SCHEDULE SHEET M-601 FOR APPROXIMATE DUCTSIZES FROM EACH UNIT. RETURN AIR DIRECTLY FROM SPACE THROUGHFILTER RACK EXCEPT WHERE NOTED.
GENERAL NOTES
SUPPLY DUCT FROM OAU-1 ON ROOF.3. RETURN DUCT FROM OAU-1 ON ROOF.
FD
UnoccupiedUnoccupied
ELECTRICAL105
CORRIDOR107
STORAGE103A
SCANNING129
MECHANICAL130
OFFICE131
OFFICE102
OFFICE133
VESTIBULE132
VESTIBULE101
CORRIDOR108
WOMEN111
MEN110
READY ROOM109
PARTSCLEANING
106
TRAINING104
SCANNING103B
WOOD WORKINGSHOP103
ELECTRICALSHOP112
OFFICE112A
CAST / MOLDSHOP128
EF-1
EF-2
HP-8A HP-8B
HP-9
HP-6
HP-17
HP-1 HP-18
HP-2A
HP-2B
HP-2C
HP-3HP-4HP-5
HP-7
HP-16A HP-16B
/MATCH LINESEE 1 MH101
1M-301
DCF-1
EUH-2
WH-1
P-2
P-1
FD
1
20x14
2
3
4
L-1
L-2
10
9
128
18"ø
10
16"ø12"ø
24"ø
S
T
AC-1
7
6
11
4"ø
4"ø
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:59:28 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Mechanical_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA B -
MEC
HANICAL H
VAC
MH102
973122
AuthorDesigner Checker
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA-B MECHANICAL HVAC
SHEET KEYNOTES1.2.2.
24x20 FROM OAU-1 ON ROOF.
A SEE MECHANICAL SCHEDULE FOR APPROXIMATE DUCT SIZES FROM EACHUNIT.
GENERAL NOTES
24x20 TO OAU-1 ON ROOF.3. 24x14 SUPPLY AIR DUCT OUT TO AREA B SPACES.4. 24x14 RETURN AIR DUCT OUT TO AREA B SPACES.5. SEE MECHANICAL ROOM SECTION ON SHEET M-301.6. PROVIDE MANUAL SWITCH CONTROL FOR EXHAUST FAN.7. PROVIDE THERMOSTAT CONTROL FOR EXHAUST FAN.8. PROVIDE DUCT WORK SIZED FOR 4000 FPM. PROVIDE BLAST GATES AT
EQUIPMENT CONNECTIONS. PROVIDE SPARK DETECTION IN 20' OFSTRAIGHT DUCT BACK TO FAN.
9. PROVIDE MANUFACTURER'S RECOMMENDED RECIRCULATION PLENUM ANDFILTERS TO PROVIDE FILTRATION IN ACCORDANCE WITH NFPA 664.
10. PROVIDE FLOOR SWEEPS FROM DUST COLLECTION DUCT WORK.11. PROVIDE A BLAST GATE WITH STRUCTURAL SUPPORTS.12. PROVIDE SPRAY NOZZLE TIED TO FIRE WATER.
MACHINE SHOP116
SEWING SHOP117
WELDING SHOP118
STORAGE124
STORAGE123
STORAGE123B
STORAGE123A
STORAGE125
STORAGE122
CORRIDOR121
Room134
OFFICE112A
RAPIDPROTOTYPESET-UP
127A
RAPIDPROTOTYPE
SHOP
127
HP-11
HP-12
HP-10A HP-10B HP-10C
HP-10DHP-10E
HP-14
HP-15
/MATCH LINESEE 1 MH101 /
MATCH LINESEE 1 MH102
HP-13
TT
T
T T
T
2
3
T T
1
2-1/2"
1-1/2"
1-1/4"
T
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:59:30 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Mechanical_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA A - M
ECHANICAL PIPING
MP101
973122
AuthorDesigner Checker
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA-A MECHANICAL PIPING
SHEET KEYNOTES1.2.2.
CONDENSER WATER MAINS BACK TO MECHANICAL ROOM.
A PROVIDE CONDENSTAE DRAINS FROM UNIT OUT TO EXTERIOR.
GENERAL NOTES
CONDENSER WATER BRANCH PIPING OUT TO SEWING SHOP.3. CONDENSER WATER BRANCH PIPING OUT TO WELDING SHOP.
FD
ELECTRICAL105
CORRIDOR107
STORAGE103A
SCANNING129
MECHANICAL130
OFFICE131
OFFICE102
OFFICE133
VESTIBULE132
VESTIBULE101
CORRIDOR108
WOMEN111
MEN110
READY ROOM109
PARTSCLEANING
106TRAINING104
SCANNING103B
WOOD WORKINGSHOP103
ELECTRICALSHOP112
OFFICE112A
CAST / MOLDSHOP128
HP-8A HP-8B
HP-9
HP-6
HP-17 HP-1 HP-18
HP-2A HP-2B
HP-2C
HP-3HP-4HP-5HP-7
HP-16A HP-16B
/MATCH LINESEE 1 MH101 /
MATCH LINESEE 1 MH102
1M-301
P-2
P-1
FD
T T T
T
T
T
T
T TT T
T
T
T
T
1
2
3"
3"
4"
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:59:31 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Mechanical_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA B -
MEC
HANICAL PIPING
MP102
973122
AuthorDesigner Checker
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA-B MECHANICAL PIPING
SHEET KEYNOTES1.2.2.
6" CONDENSER SUPPLY AND RETURN FROM UTILITY CONDENSER LOOP.
A PROVIDE CONDENSTAE DRAINS FROM UNIT OUT TO EXTERIOR.
GENERAL NOTES
PROVIDE STRAINER FROM UTILITY PIPING.
LEGEND AND ABBREVIATIONS
COMPACT FLUOURESCENT LIGHTING FIXTURE.
FLUOURESCENT LIGHTING FIXTURE.
FLUOURESCENT EMERGENCY AND/OR NIGHT LIGHTINGFIXTURE.
' ' INDICATES BRACKET, WALL MOUNTED FIXTUREOR DEVICE.
EXIT LIGHTING FIXUTRE. ARROW, WHEN USED INDICATESDIRECTION. FILLED IN QUADRANT(s) OF SYMBOL INDICATESNUMBER AND ORIENTATION OF ILLUMINATED FACES.
EMERGENCY BATTERY POWERED LIGHTING UNIT.
SINGLE POLE SWITCH, 20A, 120/277V. MOUNT 48" AFF, UON.
3
4
OS
THREE-WAY POLE SWITCH, 20A, 120/277V. MOUNT 48" AFF, UON.
FOUR-WAY POLE SWITCH, 20A, 120/277V. MOUNT 48" AFF, UON.
OCCUPANCY SENSOR, 20001, 120/277V. MOUNT 48" AFF. UON.
OS
P
EWC
GFI
WP
OCCUPANCY SENSOR CONTROLLER, CEILING MOUNTED.
PHOTO-ELECTRIC SWITCH.
SINGLE RECEPTACLE, 20A, 125V. MOUNT 18" AFF. UON.
DUPLEX CONVENIENCE RECEPTACLE, 20A, 125V. MOUNT 18" AFF. UON.
TWO DUPLEX CONVENIENCE RECEPTACLE, 20A, 125V. MOUNT 18" AFF. UON.
ELECTRIC WATER COOLER DUPLEX RECEPTACLE WITH INTERNAL GROUNDFAULT PROTECTION. 20A, 125V. MOUNT 18" AFF, UON.
DUPLEX CONVENIENCE RECEPTACLE WITH INTERNAL GROUND FAULTPROTECTION. 20A, 125V. MOUNT 18" AFF, UON.
WEATHER PROOF DUPLEX CONVENIENCE RECEPTACLE WITH INTERNAL GROUNDFAULT PROTECTION. 20A, 125V. MOUNT 18" AFF, UON.
RECEPTACLE AS NOTED ABOVE BUT, MOUNT 48" AFF OR 6" ABOVEBACKSPLASH OF COUNTER TOP WHERE COUNTER IS INDICATED.
RANGE RECEPTACLE. 50A. 3-POLE, 4 WIRE, 250V. MOUNT 18" AFF, UON.
SPECIAL PURPOSE RECEPTACLE. _A, _-POLE, _WIRE, _V. MOUNT 18" AFF,UON.
SPECIAL PURPOSE RECEPTACLE. _A, _-POLE, _WIRE, _V. MOUNT 18" AFF,UON.
COMMUNICATIONS OUTLET, MOUNT 18" AFF, UON.
COMMUNICATIONS OUTLET FOR WALL MOUNTED DEVICE MOUNT 48" AFF OR6" ABOVE BACKSPLASH OF COUNTE RTOP WHERE COUNTER IS INDICATED.
E
COMBINATION OUTLET BOX WITH ONE EACH FOR TELEPHONE, ANDDATA. MOUNT 18" AFF, UON.
M
J
COMBINATION OUTLET BOX WITH ONE EACH FOR TELEPHONE, DATA,AND CABLE TELEVISION. MOUNT 18" AFF, UON.
CABLE TELEVISION, MOUNT 18" AFF, UON.
COMMUNICATIONS TERMINAL BACKBOARD. 96" TALL X 48" WIDE AC PLYWOODPAINTED WITH 2 COATS OF GRAY FLAME RETARDANT PAINT. MOUNT BOTOM1" AFF, UON. OVERALL LENGTH AS INDICATED ON PLANS.
EQUIPMENT CONNECTION AS NOTED.
MOTOR CONNECTION AS NOTED.
JUNCTION BOX AND COVER PLATE FOR SERVICE AS INDICATED.
3P 3R6040
DISCONNECT SWITCH. 3P = NO. OF POLES, 60 = SWITCH RATING, 40 =FUSE RATING (NF INDICATES NON-FUSIBLE), 3R = NEMA RATING IF GIVEN.
M
DISCONNECT SWITCH PROVIDED INTEGRAL WITH EQUIPMENT.
MAGNETIC MOTOR CONTROLLER (CONTROLLER FURNISHED WITH EQUIPMENTBY MECHANICAL CONTRACTOR).
MOTOR RATED SWITCH/MANUAL MOTOR STARTER SWITCH WITH OVERLOADS.
PANELBOARD - 208Y/120V.
PANELBOARD - 480Y/277V.
T
CT
MDS
DRY TYPE TRANSFORMER, SIZE AS INDICATED.
CURRENT TRANSFORMERS CABINET, SIZE AND CT(s) AS INDICATED.
POWER COMPANY METER AND METER BASE, SIZE AS INDICATED.
MAIN DISTRIBUTION SERVICE.
OR
LAF-1,3
1
BRANCH CIRCUIT OR FEEDER WIRING IN CONDUIT. NO TICK MARKSINDICATE 2 #12 CONDUCTORS & 1 #12 GND. IN 1/2" CONDUIT UON.TICK MARKS, WHEN SHOWN, INDICATE NUMBER OF #12 CONDUCTORS IFOTHER THAN THREE; ( ) INDICATES GROUND. CONDUIT LARGER THAN1/2" & WIRE LARGER THAN #12 SHALL BE AS INDICATED.
HOMERUNS TO PANEL. PANEL & CIRCUIT DESIGNATIONS AS INDICATED.
INDICATES A CONDUIT RUN CONCEALED.
CONDUIT TURNED UP.
CONDUIT TURNED DOWN.
SHEET NOTE REFERENCE NUMBER.
REMOVE TO THIS POINT.
FACP
ANN
FIRE ALARM CONTROL PANEL (FACP).
FIRE ALARM ANNUNCIATOR PANEL.
CR CARD READER.
GROUND PER NATIONAL ELECTRICAL CODE.
REFER TO ARCHITECTURAL, MECHANICAL, AND PLUMBING PLANS FOR ADDITIONAL ABBREVIATIONS.
A AMPHERE
ABV ABOVE
AF AMPHERE FRAME
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
ANN ANNUNCIATOR
AT AMPERE TRIP
AWG AMERICAN WIRE GAUGE
BLDG BUILDING
BKR BREAKER
C CONDUIT
CATV CABLE TELEVISION
CB CIRCUIT BREAKER
CKT CIRCUIT
CTB COMMUNICATIONS TERMINALBACKBOARD
DWG DRAWING
EC EMPTY CONDUIT
EMT ELECTRICAL METALLIC TUBING
EQUIP EQUIPMENT
EXIST EXISTING
FACP FIRE ALARM CONTROL PANEL
FDS FUSED DISCONNECT SWITCH
FLA FULL LOAD AMPS
FLUOR FLUORESCENT
GFCI GOVERNMENT FURNISHEDCONTRACTOR INSTALLED
GFGI GOVERNMENT FURNISHEDGOVERNMENT INSTALLED
GFI GROUND FAULT INTERRUPTER
GND GROUND
HH HANDHOLE
HP HORSEPOWER
KAIC THOUSAND AMP INTERRUPTINGCAPACITY, RMS SYMMETRICAL
KCMIL THOUSAND CIRCULAR MILS
KWH KILOWATT HOUR
KVA KILOVOLT AMPERE
LTG LIGHTING
MCB MAIN CIRCUIT BREAKER
MDS MAIN DISTRIBUTION SERVICE
MH MANHOLE
MLO MAIN LUG ONLY
MT MOUNT
MTD MOUNTED
MTG HT MOUNTING HEIGHT
NC NORMALLY CLOSED
NF NON-FUSED
NO NORMALLY OPEN
NEU NEUTRAL
NIC NOT IN CONTRACT
P POLE
PH, ∅ PHASE
PVC POLY VINYL CHLORIDE
QZ QUARTZ RESTRIKE
REC. RECEPTACLE
REQ'D REQUIRED
RGS RIGID GALVANIZED STEEL
SN SOLID NEUTRAL
SW SWITCH
TEL TELEPHONE
TV TELEVISION
UON UNLESS OTHERWISE NOTED
UPS UNINTERRUPTIBLE POWER SUPPLY
V VOLTS
VAC VOLTS ALTERNATING CURRENT
W WIRE
WH WATER HEATER
WP INDICATES WEATHERPROOF EQUIPMENT
XFMR TRANSFORMER
SPD SURGE PROTECTION DEVICE
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:47:04 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Electrical_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
LEGEND, ABBREVIATIONS, AND LIGH
T FIXTURE SCHEDULE
E-001
973122NONE
RJPRJP SCN
Lighting Fixture Schedule1
Type Mark Model Manufacturer Voltage No. of Lamps LampType
Comments
A 1F232-PP-UNV-1/2E1-FL-111-FL-143/144/145 LITHONIA UNV 2 F28T8B T1F432-PP-UNV-2/4E7-FL-111-FL-143/144/145 LITHONIA UNV 8 F28T8C LB232MVOLTGEB10IS-EL LITHONIA UNV 2 2-F32T8D 2PM4GB23216LDMVOLTGEB10IS-EL LITHONIA UNV 2 F32T8E 2PM4GB33216LDMVOLT1/3-EL LITHONIA UNV 3 F32T8F 2PM4GB43216LDMVOLT1/4-EL LITHONIA UNV 4 F32T8G WP232MVOLTGEB10IS LITHONIA UNV 2 F32T8H TWF126TRTMVOLTCW20ELDCW LITHONIA UNV 1 26W TRTX LQMSW3R120/277 LITHONIA UNV 1 LED
E E E
E E
+80"
'PB2'
'PB1'
GFI
'LC1'
GFI
'LB'
'LB1'
'S'
/MATCH LINESEE 1 ED102
SECURESTORAGEPANEL
1/8" = 1'-0"0' 5' 10' 20' 30'
GRAPHIC SCALE
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:47:06 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Electrical_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA A - ELECTRICAL DEM
OLITION
ED101
973122
AuthorDesigner Checker
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA A - ELECTRICAL DEMOLITION1
DEMOLITION KEYNOTES1. FOR PHASE B, DISCONNECT AND REMOVE LIGHT FIXTURE, LIGHT SWITCH,
ASSOCIATED CONDUIT AND CONDUCTORS BACK TO ASSOCIATED PANEL.
2. DURING PHASE B, DISCONNECT AND REMOVE DISCONNECT SWITCH, ELECTRICALCONNECTIONS, RECEPTACLES, ASSOCIATED CONDUIT AND CONDUCTORS IN THISAREA BACK TO PANEL. MAINTAIN DISCONNECT SWITCH FOR REUSE.
3. DURING PHASE B, DISCONNECT AND REMOVE PANELBOARDS 'PB1' AND'PB2', ASSOCIATED CONDUIT AND FEEDERS BACK TO SOURCE.
1
1
1
1
1
1
2
2
2
2
2
2 1
23
3
FD E
E
E
E
E
E
E
J
'PB'
'PC'
'PA''R''S'
/MATCH LINESEE 1 ED101
EXISTINGTELECOMMUNICATION
JUNCTION BOX
1/8" = 1'-0"0' 5' 10' 20' 30'
GRAPHIC SCALE
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:47:08 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Electrical_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA B -
ELECTRICAL DEM
OLITION
ED102
973122
AuthorDesigner Checker
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA B - ELECTRICAL DEMOLITION1
DEMOLITION KEYNOTES1. DURING PHASE A, DISCONNECT AND REMOVE ALL RECEPTACLES,
DISCONNECT SWITCHES, ELECTRICAL CONNECTIONS, ASSOCIATED CONDUITAND CONDUCTORS BACK TO PANEL IN THIS AREA. MAINTAIN DISCONNECTSWITCH FOR SHOP EQUIPMENT FOR REUSE.
2. DURING PHASE A, DISCONNECT AND REMOVE ALL LIGHT FIXTURES,EMERGENCY FIXTURES, EXIT LIGHTS, LIGHT SWITCHES, ASSOCIATED CONDUITAND CONDUCTORS BACK TO PANEL.
3. DURING PHASE A, DISCONNECT AND REMOVE PANELBOARDS, ASSOCIATEDCONDUIT AND FEEDERS BACK TO SOURCE.
4. AFTER COMPLETION OF DEMOLITION. DISCONNECT AND REMOVE POLEMOUNTED TRANSFORMERS, WALL MOUNTED CURRENT TRANSFORMERS ANDMETERS WITH ASSOCIATED CABLES. REMOVE MEDIUM VOLTAGE LINE BACKTO POLE ACROSS THE STREET.
1
1
1 11 1
1
1
1
11
1
1
1
2 2 2 2 22
2
2
2
2
2
2
2
2
222
2
2
3 33
33
5. DISCONNECT AND REMOVE KEYPAD DEVICE, ASSOCIATED CONDUIT ANDCONDUCTORS. MAINTAIN KEYPAD FOR REUSE.
5
5
5
4 4 6. EXISTING TO REMAIN.
7. DISCONNECT AND REMOVE ELECTRICAL CONNECTION, DISCONNECTSWITCH, ASSOCIATED CONDUIT AND CONDUCTORS BACK TO SOURCE.
8
7
6
1
2
1
2 TYPICAL
8. AFTER COMPLETION OF DEMOLITION, REMOVE CONDUCTORS, CONDUITFROM POLE CROSSARM. WOODEN POLE AND TELECOMMUNICATIONCABLES ARE EXISTING TO REMAIN.
P
3
33
3
33
3
4 4 4
3
3
3
OSW
OS W
OSW
3
3
OSW
MACHINE SHOP116
SEWING SHOP117
WELDING SHOP118
STORAGE124
STORAGE123
STORAGE123B
STORAGE123A
STORAGE125
STORAGE122
TOILET126
CORRIDOR121
Room134
OFFICE112A
CAST / MOLDSHOP128
RAPIDPROTOTYPESET-UP
127A
RAPIDPROTOTYPE
SHOP
127
/MATCH LINESEE 1 EL102
ALL FIXTURES IN THIS AREA
ARE TYPE " " U.O.NB
ALL FIXTURES IN THIS AREA
ARE TYPE " " U.O.NB
TYPICALA
TYPICALG
TYPICALA
TYPICALA
TYPICALC
TYPICALF
TYPICALH
1/8" = 1'-0"0' 5' 10' 20' 30'
GRAPHIC SCALE
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:47:13 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Electrical_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA A - ELECTRICAL LIGHTING
EL101
973122
AuthorDesigner Checker
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA A - ELECTRICAL LIGHTING1
SHEET KEYNOTES1. PENDANT MOUNT FIXTURES IN THIS AREA 11'-6" AFF.2. PENDANT MOUNT FIXTURES IN THIS AREA 6' AFF.
1
1
11
1
2
2
2
FD
OS W
OS W
OSW
OS W OS W OS W
OSW
OSW OSW
OSW
OSW
OSWOSW TS
3
3
3
33
3
3 3 3
3
44
4
TS
OSOS
PP
UnoccupiedUnoccupied ELECTRICAL
105
CORRIDOR107
STORAGE103A
SCANNING129
MECHANICAL130
OFFICE131
OFFICE102
OFFICE133
VESTIBULE132
VESTIBULE101
CORRIDOR108
WOMEN111
MEN110
READY ROOM109
PARTSCLEANING
106TRAINING104
SCANNING103B
WOOD WORKINGSHOP103
ELECTRICALSHOP112
OFFICE112A
CAST / MOLDSHOP128
ALL FIXTURES IN THIS AREA
ARE TYPE " " U.O.NB
ALL FIXTURES IN THIS AREA
ARE TYPE " " U.O.NA
TYPICALC
TYPICALC
A
A
CC
C
C
C TYPICALC TYPICALC TYPICALC
ALL FIXTURES IN THIS AREA
ARE TYPE " " U.O.NB
TYPICALD
TYPICALC
TYPICALE
TYPICALE
TYPICALF
G
TYPICALX
1/8" = 1'-0"0' 5' 10' 20' 30'
GRAPHIC SCALE
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:47:15 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Electrical_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA B -
ELECTRICAL LIGHTING
EL102
973122
AuthorDesigner Checker
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA B - ELECTRICAL LIGHTING1
SHEET KEYNOTES1. PENDANT MOUNT FIXTURES IN THIS AREA 11'-6" AFF.
1
1
1
1
E
E
E
E E E
MACHINE SHOP116
SEWING SHOP117
WELDING SHOP118
STORAGE124
STORAGE123
STORAGE123B
STORAGE123A
STORAGE125
STORAGE122 TOILET
126
CORRIDOR121
Room134
OFFICE112A
RAPIDPROTOTYPESET-UP
127A
RAPIDPROTOTYPE
SHOP
127
/MATCH LINESEE 1 EP102
GFI WP
WP
WP
PNL'A'
PNL'M2'
WPPNL'LRB'
PNL'H'
'T1'
MOTOR OPERATED GATE
15kVAUPS
15kVAUPS
1/8" = 1'-0"0' 5' 10' 20' 30'
GRAPHIC SCALE
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:47:16 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Electrical_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA A - ELECTRICAL POWER
EP101
973122
AuthorDesigner Checker
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA A - ELECTRICAL POWER1
SHEET KEYNOTES1. RECONNECT DISCONNECT SWITCH THAT WERE MAINTAINED FOR REUSE
DURING DEMOLITION TO ASSOCIATED EQUIPMENT IN THIS AREA.
1
FD E E
E
E
E
E
EE
E
E
J
E
J
UnoccupiedUnoccupied
ELECTRICAL105
CORRIDOR107
STORAGE103A
SCANNING129
MECHANICAL130
OFFICE131
OFFICE102
OFFICE133
VESTIBULE132
VESTIBULE101
CORRIDOR108
WOMEN111
MEN110
READY ROOM109
PARTSCLEANING
106TRAINING104
SCANNING103B
WOOD WORKINGSHOP103
ELECTRICALSHOP112
OFFICE112A
CAST / MOLDSHOP128
RAPIDPROTOTYPESET-UP
127A
RAPIDPROTOTYPE
SHOP
127
/MATCH LINESEE 1 EP101
PNL'W'
GFIGFI
WP WPWP
WP
WPWP
PNL'LRA'
'MDS'
PNL'M'
WP
PNL'B6'
1/8" = 1'-0"0' 5' 10' 20' 30'
GRAPHIC SCALE
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:47:18 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Electrical_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA B -
ELECTRICAL POWER
EP102
973122
AuthorDesigner Checker
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA B - ELECTRICAL POWER1
SHEET KEYNOTES1. RECONNECT DISCONNECT SWITCH THAT WERE MAINTAINED FOR REUSE
DURING DEMOLITION TO ASSOCIATED EQUIPMENT IN THIS AREA.
1
E
EE
EEE
E
E
E
E
E
M E
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:47:09 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Electrical_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA A - ELECTRICAL H
VAC
EH101
973122
AuthorDesigner Checker
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA A - ELECTRICAL HVAC
FD
E E
E
E E
E
E E
E
E
E
E
EEEE
E
M
E
E
M
E
E
J
E
E
NEMA 6-30RRECEPTACLE FOR PTAC
UNIT
AHU-12
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:47:11 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Electrical_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA B -
ELECTRICAL H
VAC
EH102
973122
AuthorDesigner Checker
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA B - ELECTRICAL HVAC
1. EXISTING POWER POLE WITH 4.16KV, 3 PHASE, OVERHEADPRIMARY POWER LINE.
2.
PROVIDE MEDIUM VOLTAGE CABLE CONNECTION TO THE DISCONNECTFUSE. PROVIDE LIGHTNING ARRESTERS AND DISCONNECTING FUSES.
3.
PROVIDE TWO 5" RMT CONDUITS. PROVIDE IN ONE CONDUIT THREEMV-105, #1/0 AWG, 5KV, SHIELDED, 133%, EPR INSULATEDCOPPER CONDUCTORS UNDERGROUND TO PRIMARY SIDE OFTRANSFORMER. THE OTHER CONDUIT IS CAPPED SPARE WITH PULLSTRING.
4.
5.
6.
PROVIDE #2/0 AWG GND CONDUCTOR TO MAIN WATER LINE AND A#2/0 AWG GND CONDUCTOR TO BUILDING METAL FRAME ANDCONCRETE ENCASED GROUNDING ELECTRODE.
7.
PROVIDE FOUR 4" CONDUITS. THREE CONDUITS, EACH WITH4#500KCMIL AND 1#2/0 GROUND CONDUCTOR AND ONE FORSPARE WITH PULL STRING.
PROVIDE 112.5KVA, 3-PHASE, 208-480Y/277V DRY TYPETRANSFORMER.
PROVIDE NEW 500KVA, OIL FILLED PAD MOUNTED TRANSFORMER WITHRATED DELTA PRIMARY 4160-208Y/120V.
PROVIDE 4#500KCMIL AND 1#3 GROUND IN 4" CONDUIT.8.
PROVIDE 4#4/0 AND 1#4 GROUND IN 2" CONDUIT.9.
10.
PROVIDE THREE 100A, 3.6KV RATED, 3-PHASE DISCONNECTINGFUSES.
11.
PROVIDE #6 AWG GND CONDUCTOR ON THE SECONDARY SIDE OFTHE TRANSFORMER TO WATER CONDUIT IN THE AREA AND A #6AWG GND CONDUCTOR TO BUILDING METAL FRAME. BOND #6GROUND TO TRANSFORMER ENCLOSURE.
12.
PROVIDE 15KVA, 3-PHASE, 208V UPS UNIT. OUTPUT VOLTAGERANGES SHALL INCLUDE 230V, 3-PHASE.
13.
PROVIDE 3#6 AND 1#8 GROUND IN 1" CONDUIT.14.
PROVIDE 2#10 AND 1#10 GROUND IN 1-1/4" CONDUIT TOEXTERIOR PARKING LOT LIGHTING.
15.
PROVIDE 4#3 AND 1#8 GROUND IN 1-1/4" CONDUIT.16.
PROVIDE #8 AWG GND CONDUCTOR ON OUTPUT OF UPS TO WATERCONDUIT IN THE AREA AND A #8 AWG GND CONDUCTOR TOBUILDING METAL FRAME. BOND #8 GROUND TO UPS ENCLOSURE.
17.
PROVIDE 3#12 AND 1#12 GROUND IN 3/4" CONDUIT TO MOTOROPERATED GATE.
18.
PROVIDE ONE 1-1/4" CONDUIT WITH 4#3 AND 1#8 GROUND.
SHEET KEYNOTES
5
6 74
2
1
11
98
3
12
84
13
14
15
8
17 17
18
8 9 9
10
16 16
FINISH FLOOR
SWITCHBOARD1200A
100% RATED
3∅,4W
ELECTRICAL ROOM 105
XFMR
METERBASE
GRADE LEVEL
EXISTING POLE
4" CONCRETE PADPNL 'A'
400A, MCB208Y/120V3∅,4W
MACHINE SHOP
PNL 'LRA'225A, MLO208Y/120V3∅,4W
CAST MOLD SHOP ROOM 128WOOD WORKING SHOP
PNL 'W'400A, MCB208Y/120V3∅,4W
MCB
ROOM 103 ROOM 116
T208Y/120V
UPS UPS
RAPID PROTOTYPESHOP ROOM 127
ROAD
PNL 'M'400A, MLO208Y/120V3∅,4W
PNL 'M2'225A, MLO208Y/120V3∅,4W
PNL 'LRB'225A, MLO208Y/120V3∅,4W
PNL 'H'175A, MCB480Y/277V3∅,4W
EXISTSECURESTORAGEPNL
FINISH GRADE
SECURE STORAGE
PNL 'B6'100A, MCB208Y/120V3∅,4W
BLDG 615
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:47:19 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Electrical_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
POWER RISER DIAGRAM
EP701
973122
AuthorDesigner Checker
NOT TO SCALE
POWER RISER DIAGRAM
MACHINE SHOP116
SEWING SHOP117
WELDING SHOP118
STORAGE124
STORAGE123
STORAGE123B
STORAGE123A
STORAGE125
STORAGE122 TOILET
126
CORRIDOR121
Room134
OFFICE112A
RAPIDPROTOTYPESET-UP
127A
RAPIDPROTOTYPE
SHOP
127
/MATCH LINESEE 1 EP101 /
MATCH LINESEE 1 EP102
PNL'A'
PNL'M2'PNL'LRB'
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:47:20 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Electrical_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA A - TELEC
OMMUNICATIONS
ET101
973122
AuthorDesigner Checker
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA A - TELECOMMUNICATIONS
FD
JUnoccupiedUnoccupied
ELECTRICAL105
CORRIDOR107
STORAGE103A
SCANNING129
MECHANICAL130
OFFICE131
OFFICE102
OFFICE133
VESTIBULE132
VESTIBULE101
CORRIDOR108
WOMEN111
MEN110
READY ROOM109
PARTSCLEANING
106TRAINING104
SCANNING103B
WOOD WORKINGSHOP103
ELECTRICALSHOP112
OFFICE112A
CAST / MOLDSHOP128
RAPIDPROTOTYPESET-UP
127A
RAPIDPROTOTYPE
SHOP
127
/MATCH LINESEE 1 EP101 /
MATCH LINESEE 1 EP102
PNL'W'
PNL'LRA'
'MDS'
PNL'M'
CTB
EXISTINGTELECOMMUNICATION
JUNCTION BOX
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:47:21 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Electrical_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA B -
TELEC
OMMUNICATIONS
ET102
973122
AuthorDesigner Checker
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA B - TELECOMMUNICATIONS
SHEET KEYNOTES1. PROVIDE NEW 4'X4' CTB IN OFFICE 133.2. PROVIDE 1" CONDUIT FROM EACH TELEPHONE/DATA OUTLET AND STUB
UP 6" ABOVE CEILING IN OFFICE AREAS.-
A. EXISTING DATA AND CABLE SYSTEM IN BUILDING IS EXISTING TO REMAIN.
GENERAL NOTES
3. PROVIDE 4" CONDUIT FROM EXISTING DATA JUNCTION BOX TO NEWCTB IN ROOM 133.
1
3
2 TYPICAL
4. PROVIDE 1" CONDUIT FROM EACH TELEPHONE/DATA OUTLET AND STUBOUT 6" IN HALLWAY.
4 TYPICAL
ABC
ICC INTERNATIONAL PLUMBING CODENFPA - 54 NATIONAL FUEL GAS CODE
2009 EDITION2009 EDITION
ARCHITECTURAL BARRIERS ACT ACCESSIBLE GUIDELINES LATEST EDITION
1
WATER HEATER PIPING DIAGRAM
SEE FLOOR DRAIN
FINISH FLOOR
SCHEDULE FORWITH FINISHED FLOOR
FOR MODEL NUMBERSEE FLOOR DRAIN SCHEDULE
4" DEEP SEAL TRAP
SEE FLOOR DRAINSCHEDULE FORPIPE SIZE
NOT TO SCALE
STRAINER & GRATESET RIM OF GRATE FLUSH
DOMESTIC COLD WATER
SEAL FLOOR TRAPFLOOR DRAIN WITH DEEP
GATE VALVE
AS REQUIRED ONSUPPORT VERTICALLY
FINISHFLOOR1/2"∅
WALL
NOT TO SCALE
TO TRAP PRIMER
NOT TO SCALE
THERMOMETER (TYP.)
27" DROP
NOTE:
OF BUILDING AND 3" SEALED COMBUSTION AIRINTAKE PIPE FROM OUTSIDE BUILDING
PROVIDE 3" SIDEWALL EXHAUST PIPE TO OUTSIDE
NOT TO SCALE
6"DIRT
PIPE CAP
LEG
PIPE TEE
1"
HEAT TRAP
G
GAS COCK
UNION(TYP.)
STRAINER
BALANCING VALVE
3/4"
1/2"
FLOOR
STORAGEHEATER &HOT WATER
TANK
WH-1
MIXING VALVE
TW
1-1/2"
140
140
1"
PIPE SIZE SAME ASVALVE OUTLET PIPE
DRAIN VALVE WITH3/4" HOSE FITTING
DIACHARGE FULL SIZETO SERVICE SINK
VALVE
THERMAL EXPANSION TANK
GATE VALVE (TYP.)
TEMPERATURE &PRESSURE RELIEF
CHECK VALVEVACUUM BREAKER(TYP.)1-1/2"1-1/2"
G
HWRP-1
AUTOMATICTRAP PRIMER
FLOOR DRAIN
NUMBERNO
FD
GATE VALVE IN RISER
POINT OF DEMOLITION LIMIT
POINT OF CONNECTION TO EXISTING
NEW WORK NOTE DESIGNATION
DEMOLITION NOTE DESIGNATION1. ALL PIPING SHOWN ON PLANS SHALL BE CONCEALED ABOVE CEILING OR IN WALLS UNLESS NOTEDOTHERWISE.
2. FOR PIPE SIZES NOT SHOWN ON FLOOR PLANS, SEE ISOMETRICS AND SCHEDULES.
3. ALL PIPING SHALL BE NEW, CLEAN, AND FREE FROM SCALE AND DIRT AT TIME OF INSTALLATION.
4. BEFORE INSTALLATION AND ERECTION OF PIPING, ALL DIMENSIONS AND ROUTING SHALL BE VERIFIED INFIELD.
5. CONTRACTOR SHALL COORDINATE LOCATION OF ALL PLUMBING PIPING WITH MECHANICAL AND ELECTRICALEQUIPMENT.
6. INSTALL PIPING SO THAT ALL VALVES ARE ACCESSIBLE.
7. ALL PIPING TO BE SUPPORTED ON MAXIMUM OF 5'-0" CENTERS.
8. PIPE ROUTING SHOWN IS SCHEMATIC AND IS INTENDED TO INDICATE GENERAL ROUTING. PLUMBINGCONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATIONIN ORDER TO MAINTAIN CLEARANCES AS ENCOUNTERED IN THE FIELD. PLUMBING SHALL NOT BE ROUTED OVERELECTRICAL PANELS.
9. PROVIDE PIPE HANGERS TO SUPPORT ALL PIPING AND THE CONTENTS OF THE PIPING. HANGERS ANDANCHORS SHALL BE ATTACHED TO UNDERSIDE OF STRUCTURE, IN AN APPROVED MANNER.
10. PROVIDE TYPE L COPPER PIPE AND FITTINGS FOR ALL ABOVE GROUND PIPING.
11. THE CONSTRUCTION WILL BE PHASED. THE PHASES SHALL BE AS FOLLOWS: PHASE 1 - COMPLETION OF AREA B SPACES. PHASE 2 - COMPLETION OF AREA A SPACES.
PIPE TURNING UP
PIPE TURNING DOWN
CLEANOUT
GAS TRAIN WITH REGULATOR ASRECOMMENDED BY EQUIPMENT
UNION (TYP.)
MANUFACTURER.
FIELD SUPPLIED GROUND
CABINET)
MINIMUM6" DIRT LEG
SEE ROOF PLAN FOR PIPE SIZES.NOTE:
GAS SHUT-OFF (FIELDSUPPLIED OUTSIDEOF EQUIPMENT
G
GAS FIRED EQUIPMENT
TERMINATE RELIEF VENT2'-0" ABOVE INTAKE
FLOOR DRAIN DETAIL
TRAP PRIMER DETAILGAS PIPING CONNECTION DETAIL
DOMESTIC COLD WATER PIPING - CW
DOMESTIC HOT WATER PIPING - HW
GATE VALVE
SANITARY VENT PIPING - V
TYP TYPICALDOWNDN
SANITARY PIPING
LEGEND AND ABBREVIATIONS
PLUMBING FIXTURE DESIGNATIONP-1
WATER HEATER DESIGNATIONWH-1
HEIGHTHGT.
HOT WATER
VENT
WASTE
CLEANOUT
HW
W
V
CO
GALLONS PER MINUTEGPM
KILOWATTKW
ELECTRICALELECT
GENERAL NOTES1
COLD WATERCW RPBP REDUCED PRESSUREBACKFLOW PREVENTER
COPIPE OR EQUIPMENT TO BEDEMOLISHED
V
BALL VALVE
WASTE PIPING ISOMETRIC
DOMESTIC WATER PIPING ISOMETRIC
1
1
FAHRENHEITFBASIC CRITERIA MANUALS
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:55:40 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Plumbing_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
LEGEND, N
OTES, DETAILS AND DIAGRAM
P-001
973122NONE
DCSDCS JA
1 3
2 5
4
SIZEPIPE
LOCATIONMARK
FD-A BATHROOMS
FLOOR DRAIN SCHEDULE
REMARKS
3"
QUANTITY
3 FINISHED FLOOR. PROVIDE TRAP PRIMER.ROUND STRAINER, SET RIM FLUSH WITH
SD SHOWER 2" 2 NB STRAINER
(DIA. X LENGTH)DIMEN.APPROX.
MARK TYPE CONFIGURATIONLOCATION
EXPANSION TANK SCHEDULE
(PSIG)CHARGE AIR
(GAL.)VOL.TANK
(GAL.)VOL.
ACCEPTANCE
ET-1 MECHANICAL ROOM DIAPHRAGM - - 55 VERTICAL -"∅ X -"
UNIT SHALL BE ASME RATED PRECHARGED DIAPHRAM-TYPE PRESSURE VESSEL.
EFFICIENCY RATING OF 95% OR GREATER AND ENERGY STAR RATED.
WATER HEATER SHALL MEET OR EXCEED THE REQUIREMENTS OF PROVIDE WITH SIDEWALL SEALED COMBUSTION AND DIRECT VENTING.
NOTES:
PROVIDE MODULATING BURNER TO MEET UL REQUIREMENTS. PROVIDE UNIT WITH SIDEWALL VENT/AIR TERMINATION KIT.
ASHRAE 90.1-2006 STANDARD FOR ENERGY EFFICIENCIES.
QUANTITY
1
STORAGEMANUFACTURER
WH-1
MARK
AO SMITH BTH-199
MODEL NO.SEE DIAGRAM
WATER HEATER SCHEDULE
100 NATURAL
ELECTRICAL
(GAL.) VOLTS PHASE FLA
ROOMMECHANICAL
LOCATIONFUEL
TEMPERATURE RISE,199,000 BTU INPUT
REMARKS
RECOVERY 233 GPH AT 100° F1
NO.
GAS1 6.2120
QUANTITY
1
75 220 --
REMARKS
HWRP-1
MARK
HOT WATER RECIRCULATING PUMP SCHEDULETYPE
INLINE
ELECTRICAL
PHASE
120
VOLTS
1
WATTS
HEAD(FT.) GPM LOCATION
SEE DIAGRAMNO.
PUMP SHALL BE BRONZE CONSTRUCTION
AMPS
.66PROVIDE AQUASTAT;
EQUIP.RM.MECHANICAL
QUANTITY
1
P-6
HW
-
PIPE SIZES
PLUMBING FIXTURE SCHEDULE
MARK
P-4
P-2
P-1
FIXTURE MATERIAL
VITREOUSCHINA
HGT. V
2"4"
W
MTG. NOTESCW
1"WATER CLOSET(ACCESSIBLE) A.F.F.
RIM @16-1/2"
EMERGENCY/EYE WASH STAINLESSSTEEL
1-1/2"2" - 1/2"-
PROVIDE ALL ACCESSORIES FOR A COMPLETE INSTALLATION.
STANDARDS FOR CONSTRUCTION, LOCATION, AND MOUNTING HGTS.ALL REQUIRED FIXTURES SHALL MEET THE ADA ACCESSIBILITY1.NOTE:
4.
ARCHITECT TO SELECT COLOR OF ALL PLUMBING FIXTURES.3.
IN ACCORDANCE WITH THE INTERNATIONAL PLUMBING CODE.ROUGH-IN AND CONNECT PIPING TO ALL PLUMBING ITEMS,2.
FLOOR MOUNTED, FLUSH VALVE WATER CLOSET (1.28 GALLONS5.
6.
1, 2, 3, 4, 5
PER FLUSH)
2, 3, 4, 11
PROVIDE INTEGRAL VACUUM BREAKER.
9.
12.
PROVIDE 2.5 GPM FAUCET, HOSE, HOSE BRACKET AND MOP10.
PROVIDE TEPID WATER PACKAGE FOR EMERGENCY/EYE
CARRIER SUPPORT. (0.125 GPF)PROVIDE WALL MOUNTED, FLUSH VALVE URINAL WITH CHAIR
7.
HANGER.
WH WALL HYDRANT - -- - 3/4"
WASH.
WATER CLOSET -VITREOUSCHINA
2"4" 1" 2, 3, 4, 5
RATEFLOW
GPF1.28
GPF1.28
A.F.F.
RIM @14-1/2"
-
-A.F.F.
RIM @17"
11.
LAVATORIES AND SINKS INDICATED FOR USE BY THE DISABLED.PROVIDE TRAP AND SUPPLY PIPE INSULATION GUARDS FOR ALL8.
STRAINER, W/TAIL PIECE.PROVIDE FLOW RESTRICTOR 0.5 GPM, FAUCET AND GRID DRAIN
PROVIDE CONCEALED WALL HANGERS WITH THRU-BOLTSAND BACK PLATE.
2, 3, 4, 12
P-3 VITREOUSLAVATORY WALL HUNGCHINA A.F.F.
34"RIM @
1/2"1-1/2" 1-1/2" 1/2" 1, 2, 3, 4, 7, 8(ACCESSIBLE) GPM
0.5
SHOWER FIBERGLASS 1/2"2" 1-1/2" 1/2"GPM1.5
-
P-5 SERVICE SINK 1-1/2"3" 1/2"1/2"-MOLDEDSTONE 2, 3, 4, 102.5
P-7 STAINLESSSTEEL
1-1/2" 1/2"1/2" ELECTRIC WATER COOLER
A.F.F.33-3/8" ORIFICE @
1, 2, 3, 4, 9(ACCESSIBLE)
-
GPM
MARK
BACKFLOW PREVENTER SCHEDULELOCATION
SIZEPIPE REMARKS
RPBP-1 2"
SERVICE
MAKE-UPCLOSED CIRCUITEVAPORATIVECOOLER
MECHANICALROOM 220
PROVIDE LOW NOX WATER HEATER LESS THAN 30 PPM.
PROVIDE 2" REDUCED PRESSURE TYPE BACKFLOW PREVENTER. BRONZE BODYCONSTRUCTION, NATIONAL PIPE THREADS BODY CONNECTIONS. PROVIDE AIR GAPFITTING AND PIPE DISCHARGE FULL SIZE TO FLOOR DRAIN.
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:55:40 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Plumbing_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
PLUMBING SC
HEDULES
P-601
973122
AuthorDesigner Checker
2
2
2
2
2
2
2
1
1
3
(TYP)
1/8" = 1'-0"0' 5' 10' 20' 30'
GRAPHIC SCALE
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:55:42 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Plumbing_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA A - PLUMBING DEMOLITION
PD101
973122
RMDCS JA
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA A - PLUMBING DEMOLITION1
SHEET KEYNOTES1.
2.
REMOVE COMPRESSED AIR OUTLETS AND PIPING BACK TO COMPRESSORTHROUGHOUT AREA A, DURING PHASE 2. SEE PD102 FOR COMPRESSORLOCATION.
REMOVE PLUMBING FIXTURES AND ALL ASSOCIATED PIPING. PHASE 2,REMOVE THE ASSOCIATED WATER HEATER, AND PROVIDE CAPS AT THEMAIN.
A DEMOLITION OF FIXTURES, WATER, SANITARY, GAS, AND COMPRESSED AIRPIPING TO OCCUR IN PHASES - PHASE 1 AND 2. PHASE 1 CONSISTSOF SPACES EAST OF THE MATCH LINE. SEE SHEET KEYNOTES FOR MOREINFORMATION ON PHASING DEMOLITION.
GENERAL NOTES
3. REMOVE CW/HW PIPING MAINS BACK TO MECHANICAL ROOM.
FD
/MATCH LINESEE 1 PD101
4
2
2
2
2
3 2
2(TYP-4)
2(TYP-3)
2(TYP-3)
2(TYP-4)
2 (TYP-2)2(TYP-2)
2
1
7
7
6
1
1
1
1
2
5
1
EXISTING BOILER
8
99
1/8" = 1'-0"0' 5' 10' 20' 30'
GRAPHIC SCALE
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:55:43 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Plumbing_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA B -
PLUMBING DEMOLITION
PD102
973122
RMDCS JA
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA B - PLUMBING DEMOLITION1
SHEET KEYNOTES1.
2.
3.
REMOVE PLUMBING FIXTURES AND ALL ASSOCIATED PIPING. PHASE 1,REMOVE THE ASSOCIATED WATER HEATER, AND PROVIDE CAPS AT THEMAIN.
4.
5.
RELOCATE EXISTING AIR COMPRESSOR DURING PHASE 2 TO NEWCOMPRESSOR ROOM. SEE SHEET P-101. COORDINATE RELOCATION WITHCOMPLETION OF PAHSE 1 OUTLETS AND CONNECTION TO OWNERPROVIDED COMPRESSOR.
COORDINATE REMOVAL OF GAS TO STEAM BOILER WITH PHASE 2MECHANICAL CONTRACTOR WORK.
6. REMOVE PIPING CONNECTIONS OUT TO BLDG 615.
REMOVE PLUMBING FIXTURES AND ALL ASSOCIATED PIPING. PHASE 2,REMOVE THE ASSOCIATED WATER HEATER, AND PROVIDE CAPS AT THEMAIN.
A DEMOLITION OF FIXTURES, WATER, SANITARY, GAS, AND COMPRESSED AIRPIPING TO OCCUR IN PHASES - PHASE 1 AND 2. PHASE 1 CONSISTSOF SPACES EAST OF THE MATCH LINE. SEE SHEET KEYNOTES FOR MOREINFORMATION ON PHASING DEMOLITION.
GENERAL NOTES
REMOVE COMPRESSED AIR OUTLETS AND PIPING BACK TOCOMPRESSOR THROUGHOUT AREA B, DURING PHASE 1. SEE THISSHEET FOR COMPRESSOR LOCATION.
7. EXISTING TO REMAIN FLOOR DRAIN.8. REMOVE CW/HW PIPING MAINS BACK TO MECHANICAL ROOM.9. EXTENT OF SAWCUT FOR THE ADDITION OF FLOOR DRAINS IN THE
RESTROOM.
MACHINE SHOP116
SEWING SHOP117
WELDING SHOP118
STORAGE124
STORAGE123
STORAGE123B
STORAGE123A
STORAGE125
STORAGE122
TOILET126
CORRIDOR121
Room134
OFFICE112ARAPID
PROTOTYPESET-UP
127A
RAPIDPROTOTYPE
SHOP
127
/MATCH LINESEE 1 PL102
1
P-6
P-5
P-5
P-3
P-1
P-6
P-5
P-6
2WH
WH
WH
1/8" = 1'-0"0' 5' 10' 20' 30'
GRAPHIC SCALE
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:55:44 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Plumbing_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA A - PLUMBING
PL101
973122
RMDCS JA
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA A - PLUMBING1
SHEET KEYNOTES1.
2.
PROVIDE AIR COMPRESSOR PIPING AND COMPONENTS WHERE INDICATED.COMPRESSED AIR PIPING IN AREA A SHALL BE ROUTED TO RELOCATEDCOMPRESSOR WITH CONNECTION TO AREA B PIPING THROUGH MANUALSHUT OFF VALVES.
RELOCATED AIR COMPRESSOR. PROVIDE LOUVERED OPENING IN SPACEFOR AIR INLET.
A -
GENERAL NOTES
FD
UnoccupiedUnoccupied
ELECTRICAL105
CORRIDOR107
STORAGE103A
SCANNING129
MECHANICAL130
OFFICE131
OFFICE102
OFFICE133
VESTIBULE132
VESTIBULE101
CORRIDOR108
WOMEN111
MEN110
READY ROOM109
PARTSCLEANING
106TRAINING104
SCANNING103B
WOOD WORKINGSHOP103
ELECTRICALSHOP112
OFFICE112A
CAST / MOLDSHOP128
WH-1
1
HWRP-14
7
3
6
5
P-3P-1
P-2
P-4
SD-1
FD-A FD-A
2
8
P-3P-5
33
1/8" = 1'-0"0' 5' 10' 20' 30'
GRAPHIC SCALE
F*TON**N OI TCURT
SNOC
*RO
29 N. Kings WayHampton,Virginia 23669-3503
Phone: (757) 722-7074Fax: (757) 722-9092
A
B
C
D
1 2 3 4 5
A
B
C
D
DRAWFORM REVISION: 10 MARCH 2009
SHEET OF
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
APPROVED
RRMMARCHITECTS, PC
DEPARTMENT OF THE NAVY
NAVAL FAC
ILITIES ENGINEERING COMMAND
NA
VA
L FA
CIL
ITIE
S E
NG
INE
ER
ING
CO
MM
AN
D M
ID~
ATL
AN
TIC
1 2 3 4 5
SYM
DESC
RIPTION
DATE
APPR
26 OCT 12
35% QC SUBMITTAL
10/26/2012 2:55:45 PM
C:\Users\avaughn\Documents\Renovate and Repair Building 526 - Plumbing_avaughn.rvt
NORFOLK N
AVAL STATION
NORFOLK, VIRGINIA
DAM N
ECK ANNEX
VIRGINIA B
EACH, VIRGINIA
RENO
VATE
AND
REP
AIR
BUIL
DING
526
FIRST FLOOR PLAN -
AREA B -
PLUMBING
PL102
973122
AuthorDesigner Checker
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLAN - AREA B - PLUMBING1
SHEET KEYNOTES1.
2.
PROVIDE AIR COMPRESSOR PIPING AND COMPONENTS WHERE INDICATED.COMPRESSED AIR PIPING IN AREA B SHALL BE ROUTED TO RELOCATEDCOMPRESSOR WITH CONNECTION TO AREA B PIPING THROUGH MANUALSHUT OFF VALVES.
OWNER PROVIDED AIR COMPRESSOR.
A -
GENERAL NOTES
4. PROVIDE THERMOSTATIC MIXING VALVE.
5. EXISTING 3" CW SERVICE, RIUTE NEW PIPING OUT TO FIXTURES.
6. PROVIDE REDUCED PRESSURE TYPE BACKFLOW PREVENTER FOR MAKE-UP WATER TO CONDENSOR WATER LOOP.
7. PROVIDE DISTRIBUTION PIPING FOR HW OUT TO BUILDING FIXTURES.
8. PROVIDE NEW 3/4" HW & 3/4" CW PIPING TO BUILDING 615
3. EXISTING TO REMAIN FLOOR DRAIN.