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 Percent Design Drawings.pdf · mp102 first floor plan - area b - mechanical piping

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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C:\Users\abanks\Documents\Current Revit Projects\11187-04 Renovate and Repair Building 526\Renovate and

Repair Building 526 - ANB.rvt

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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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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



A

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SHEET OF

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EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


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DATE

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10/31/2012 12:50:21 PM


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.



A

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BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

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DATE

APPR

10/31/2012 12:50:25 PM


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



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EPROJECT NO.:

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DES DRW CHK


ACTIVITY


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DATE

APPR

10/31/2012 12:50:27 PM


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

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SHEET OF

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EPROJECT NO.:

SCALE:

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BRANCH MANAGER

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DES DRW CHK


ACTIVITY


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RRMMARCHITECTS, PC


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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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

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SHEET OF

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EPROJECT NO.:

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BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


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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


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


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


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


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


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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



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


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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



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


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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



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:


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


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


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


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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



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:


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


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


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


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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



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:


(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


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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



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:



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" +/-


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


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


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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



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:



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


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


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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



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:


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


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


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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



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


4' 8' 16' 32'0'

1/8" =1'-0"SCALE:


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


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


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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 7:46:17 AM



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:



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"


12

131516

57141

4

3

13

1 12 6

16 42

78

1718

FIRST FLOOR0' - 0"


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


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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



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:


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"


MACHINE SHOP116

A-501

C2

15

16

2

1

8

4

3

2

18

17

6

FIRST FLOOR0' - 0"


SEWING SHOP117

4'-0" +

/-5'-7

7/8" +

/-

10

5

10

12

11

14

18

4

4

10

13

FIRST FLOOR0' - 0"


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"


4'-0" +

/-VARIES

WELDING SHOP118

13

5

9

12

11

14

18

4

4

9

9

FIRST FLOOR0' - 0"


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


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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



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:


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


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


5/8" GYPSUM BOARD


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"


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



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



FLOOR LINE

CEILING LINE

STRUCTURE ABOVE

7 5/8"

-

-

7 5/8"

M3

SEALANT

CMU

X

CMU SIZE

STUD SIZE



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


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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



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:


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


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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



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:


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.


3 1/2" SPRAY FOAM INSULATION

5/8" GYPSUM BOARD

CONTINUOUS METAL GUTTER AND DOWN SPOUTS


6" CMU


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


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


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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



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:


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.


HOLLOW METALSINGLE DOOR ORPAIR OF DOORS

REF SC

HED

2"3' -

8"

2"

ALUM-1

ALUMINUMSINGLE DOOR ORPAIR OF DOORS


2" 5'-0" 2"+11'-0"T.O. FRAME

REF SC

HED

2"3' -

8"

2"

ALUM-1

ALUMINUMSINGLE DOOR ORPAIR OF DOORS


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


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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



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


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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



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


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

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C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

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C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


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

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Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


P

P

P

/MATCH LINESEE 1 FD102

F*TON**N OI TCURT

SNOC

*RO


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


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


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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"


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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"


FIRST FLOOR0' - 0"

MECH. FLOOR-3' - 0"


MECH. FLOOR-3' - 0"

FIRST FLOOR0' - 0"


MECH. FLOOR-3' - 0"

F*TON**N OI TCURT

SNOC

*RO


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


SCALE: 1/2" = 1'-0"

MECHANICAL SECTION

1M-301

WH-1

P-2

P-1

F*TON**N OI TCURT

SNOC

*RO


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


/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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


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


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


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


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


SCALE: 1/8" = 1'-0"

FIRST FLOOR PLAN - AREA-B MECHANICAL HVAC


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


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


SCALE: 1/8" = 1'-0"

FIRST FLOOR PLAN - AREA-A MECHANICAL PIPING


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


SCALE: 1/8" = 1'-0"

FIRST FLOOR PLAN - AREA-B MECHANICAL PIPING


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


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


127A

RAPIDPROTOTYPE

SHOP

127

/MATCH LINESEE 1 EL102

ALL FIXTURES IN THIS AREA

ARE TYPE " " U.O.NB


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


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


ARE TYPE " " U.O.NB


ARE TYPE " " U.O.NA

TYPICALC

TYPICALC

A

A

CC

C

C

C TYPICALC TYPICALC TYPICALC


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


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


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


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


ELECTRICAL105

CORRIDOR107

STORAGE103A

SCANNING129

MECHANICAL130

OFFICE131

OFFICE102

OFFICE133

VESTIBULE132

VESTIBULE101

CORRIDOR108

WOMEN111

MEN110

READY ROOM109

PARTSCLEANING

106TRAINING104

SCANNING103B

WOOD WORKINGSHOP103

ELECTRICALSHOP112

OFFICE112A

CAST / MOLDSHOP128


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


NOT TO SCALE

POWER RISER DIAGRAM

MACHINE SHOP116

SEWING SHOP117

WELDING SHOP118

STORAGE124

STORAGE123

STORAGE123B

STORAGE123A

STORAGE125

STORAGE122 TOILET

126

CORRIDOR121

Room134

OFFICE112A


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


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


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

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D

1 2 3 4 5

A

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C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


NA

VA

L FA

CIL

ITIE

S E

NG

INE

ER

ING

CO

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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


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


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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.


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.


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


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


Phone: (757) 722-7074Fax: (757) 722-9092

A

B

C

D

1 2 3 4 5

A

B

C

D


SHEET OF

NAVFAC DRAWING NO.

CONSTR. CONTR. NO.

EPROJECT NO.:

SCALE:

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

DES DRW CHK


ACTIVITY


APPROVED

RRMMARCHITECTS, PC


NAVAL FAC


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


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


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.