36C25718B0682-003.pdf

PDF 2 MB Posted Jun 4, 2018

Attached to: 671A4-15-131 Replace Elevators P1 through P4 Federal contract opportunity
Solicitation number: 36C25718B0682
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 17

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36C25718B0682 S02-C27 - DRAWINGS.pdf

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Other files attached to 671A4-15-131 Replace Elevators P1 through P4, newest first.
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36C25718B0682-0003000.docx	DOCX document	Jul 25, 2018
36C25718B0682-0003001.docx	DOCX document	Jul 25, 2018
36C25718B0682-0002000.docx	DOCX document	Jul 16, 2018
36C25718B0682-0001000.docx	DOCX document	Jun 5, 2018
36C25718B0682-0001001.pdf	PDF	Jun 5, 2018
36C25718B0682-002.pdf	PDF	Jun 4, 2018
36C25718B0682-001.docx	DOCX document	Jun 4, 2018
36C25718B0682-000.docx	DOCX document	May 15, 2018

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9'' 107.9994

TEMPLE, TEXAS

DEPARTMENT OF VETERANS AFFAIRS

RENOVATE DOM C WING

FOR MENTAL HEALTH

VICINITY MAP NO SCALE

PROJECT SITE

B202

INDEX OF DRAWINGS

LOCATION PLAN NO SCALE

SCOPE OF WORK

PROJECT SITE

ARCHITECTURAL

AD100 11 OF 125 SITE DEMOLITION PLAN

AD101 12 OF 125 FIRST FLOOR DEMOLITION PLAN

AD102 13 OF 125 SECOND FLOOR DEMOLITION PLAN

AD103 14 OF 125 ATTIC MECHANICAL ROOM DEMOLITION PLAN

AD105 15 OF 125 FIRST FLOOR CEILING DEMOLITION PLAN

AD106 16 OF 125 SECOND FLOOR CEILING DEMOLITION PLAN

AE100 17 OF 125 SITE PLAN

AE101 18 OF 125 FIRST FLOOR PLAN

AE102 19 OF 125 SECOND FLOOR PLAN

AE103 20 OF 125 ATTIC MECHANICAL ROOM PLAN

AE104 21 OF 125 ROOF PLAN

AE105 22 OF 125 FIRST FLOOR REFLECTED CEILING PLAN

AE106 23 OF 125 SECOND FLOOR REFLECTED CEILING PLAN

AE107 24 OF 125 ATTIC MECHANICAL ROOM REFLECTED CEILING PLAN

AE108 25 OF 125 FIRST FLOOR FURNITURE PLAN

AE109 26 OF 125 SECOND FLOOR FURNITURE PLAN

AE201 27 OF 125 EXTERIOR ELEVATIONS

AE202 28 OF 125

EXTERIOR ELEVATIONS, NEW ADDITION

AE301 29 OF 125 BUILDING SECTIONS

AE302 30 OF 125 BUILDING SECTIONS

AE401 31 OF 125 ENLARGED FLOOR PLANS

AE402 32 OF 125 INTERIOR ELEVATIONS

AE403 33 OF 125 INTERIOR ELEVATIONS

AE501 34 OF 125 SITE AND ROOF DETAILS

AE502 35 OF 125 CEILING DETAILS

AE503 36 OF 125 DETAILS

AE504 37 OF 125 DETAILS

AE601 38 OF 125 DOOR SCHEDULE

AE602 39 OF 125 DOOR AND WINDOW SCHEDULES

AE603 40 OF 125 EQUIPMENT SCHEDULE

AF101 41 OF 125 FIRST FLOOR INTERIOR FINISH PLAN

AF102 42 OF 125 SECOND FLOOR INTERIOR FINISH PLAN

AF601 43 OF 125 INTERIOR FINISH SCHEDULE

AF602 44 OF 125 INTERIOR FINISH SCHEDULE AND LEGEND

SYMBOLS / LEGEND

KEYNOTE

ELEVATION

IDENTIFIER

XXX

DOOR NUMBER

ROOM NUMBER

XX-XX

ROOM NAME

GRID LINES

INTERIOR FINISH

EQUIPMENT TAG

XX XX

NORTH IDENTIFIER

REFERENCE NO.

OF SHT. ON WHICH

ELEV. IS TAKEN

SHT. NO. ON WHICH

ELEV. IS DRAWN

WINDOW NUMBER

PHOTO IDENTIFIER

CODE REFERENCES

WALL TYPEX

SHEET NUMBER ON

WHICH SECT. IS DRAWN

SECTION

IDENTIFIER

DETAIL PLAN OR

SECTION INDICATOR

DETAIL NUMBER

SHEET NUMBER

ON WHICH DETAIL

IS DRAWN

F I N

A L

O N

S T

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C T

I O

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18756 Stone Oak Parkway, Suite 200 t: 888.900.3823 www.schwabeng.com

SAN ANTONIO, TX 78258

PROJECT NO.: 02164822.00

FINAL CONSTRUCTION

DOCUMENTS

T S

XETE FO

KALWANI

2 4 0 11

RED ARCHITEC

02/21/18

DWG. # SHT. # SHEET TITLE

GI000 1 OF 125 COVER SHEET

GI001 2 OF 125 GENERAL NOTES

GI002 3 OF 125 ACCESSIBILITY STANDARDS

GI003 4 OF 125 ACCESSIBILITY STANDARDS

GI004 5 OF 125 FIRE LIFE SAFETY PLANS

AUTHORIZED SIGNATURE

APPROVAL

DR. SOLOMON WILLIAMS

DR. FRED WILLOUGHBY

PEGGY PAZZAGLIA

THADDEUS LUMAR

PROJECT DIRECTORY

FIRE PROTECTION

FP001 119 OF 125 FIRE PROTECTION FRONT SHEET - C WING

FP101 120 OF 125 FIRE PROTECTION FIRST FLOOR REMODEL PLAN - C WING

FP102 121 OF 125 FIRE PROTECTION SECOND FLOOR REMODEL PLAN - C WING

MECHANICAL

M001 50 OF 125 MECHANICAL FRONT SHEET

M002 51 OF 125 MECHANICAL LEGEND

M003 52 OF 125 MECHANICAL ABBREVIATIONS

M004 53 OF 125 MECHANICAL SCHEDULES

M005 54 OF 125 MECHANICAL SCHEDULES

M006 55 OF 125 MECHANICAL SCHEDULES

MD101 56 OF 125 FIRST FLOOR MECHANICAL DEMOLITION PLAN

MD102 57 OF 125 SECOND FLOOR MECHANICAL DEMOLITION PLAN

MD103 58 OF 125 ATTIC MECHANICAL DEMOLITION PLAN

MD105 59 OF 125 FIRST FLOOR MECHANICAL PIPING DEMOLITION PLAN

MD106 60 OF 125 SECOND FLOOR MECHANICAL PIPING DEMOLITION PLAN

MD107 61 OF 125 ATTIC MECHANICAL PIPING DEMOLITION PLAN

MH101A 62 OF 125 FIRST FLOOR WEST MECHANICAL PLAN

MH101B 63 OF 125 FIRST FLOOR EAST MECHANICAL PLAN

MH101C 64 OF 125 FIRST FLOOR CONNECTING LINK MECHANICAL PLAN

MH102A 65 OF 125 SECOND FLOOR WEST MECHANICAL PLAN

MH102B 66 OF 125 SECOND FLOOR EAST MECHANICAL PLAN

MH102C 67 OF 125 SECOND FLOOR CONNECTING LINK MECHANICAL PLAN

MH103 68 OF 125 ATTIC MECHANICAL PLAN

MP101A 69 OF 125 FIRST FLOOR WEST MECHANICAL PIPING PLAN

MP101B 70 OF 125 FIRST FLOOR EAST MECHANICAL PIPING PLAN

MP101C 71 OF 125 FIRST FLOOR CONNECTING LINK MECHANICAL PIPING PLAN

MP102A 72 OF 125 SECOND FLOOR WEST MECHANICAL PIPING PLAN

MP102B 73 OF 125 SECOND FLOOR EAST MECHANICAL PIPING PLAN

MP102C 74 OF 125 SECOND FLOOR CONNECTING LINK MECHANICAL PIPING PLAN

MP103 75 OF 125 ATTIC MECHANICAL PIPING PLAN

M301 76 OF 125 MECHANICAL DETAILS

M302 77 OF 125 MECHANICAL DETAILS

M303 78 OF 125 MECHANICAL DETAILS

ELECTRICAL

E-001 93 OF 125

GENERAL NOTES, DRAWING INDEX, LIGHTING FIXTURE

SCHEDULE, AND DEMOLITION NOTES

E-002 94 OF 125 SYMBOL LIST AND ABBREVIATIONS

E-003 95 OF 125 SINGLE LINE DIAGRAM

E-004 96 OF 125 PANEL SCHEDULES

E-101 97 OF 125 1ST FLOOR LIGHTING PLAN - C WING

E-102 98 OF 125 2ND FLOOR LIGHTING PLAN - C WING

E-103 99 OF 125 1ST FLOOR POWER PLAN - C WING

E-104 100 OF 125 2ND FLOOR POWER PLAN - C WING

E-105 101 OF 125 ATTIC MECHANICAL ROOM PLAN - C WING

E-201 102 OF 125 1ST FLOOR PHOTOMETRICS - C WING

E-202 103 OF 125 2ND FLOOR PHOTOMETRICS - C WING

LOW VOLTAGE

LV0.1 104 OF 125

GENERAL NOTES, DEMOLITION NOTES, APPLICABLE CODES,

ABBREVIATIONS, SYMBOLS LIST AND SHEET INDEX

LV0.2 105 OF 125 LOW VOLTAGE DETAILS

LV0.3 106 OF 125 LOW VOLTAGE SYSTEMS RISER DIAGRAMS

LVD101 107 OF 125 LOW VOLTAGE 1ST FLOOR DEMOLITION PLAN - C WING

LVD102 108 OF 125 LOW VOLTAGE 2ND FLOOR DEMOLITION PLAN - C WING

LV101 109 OF 125 LOW VOLTAGE 1ST FLOOR REMODEL PLAN - C WING

LV102 110 OF 125 LOW VOLTAGE 2ND FLOOR REMODEL PLAN - C WING

LV103 111 OF 125 LOW VOLTAGE 1ST FLOOR REMODEL PLAN - C WING

FIRE ALARM

FA0.1 112 OF 125

FIRE ALARM GENERAL NOTES, DEMOLITION NOTES,

ABBREVIATIONS AND SHEET INDEX

FA0.2 113 OF 125 FIRE ALARM DETAILS

FAD101 114 OF 125 FIRE ALARM 1ST FLOOR DEMOLITION PLAN - C WING

FAD102 115 OF 125 FIRE ALARM 2ND FLOOR DEMOLITION PLAN - C WING

FA101 116 OF 125 FIRE ALARM 1ST FLOOR REMODEL PLAN - C WING

FA102 117 OF 125 FIRE ALARM 2ND FLOOR REMODEL PLAN - C WING

FA103 118 OF 125 FIRE ALARM ATTIC REMODEL PLAN - C WING

CIVIL

CS-000 6 OF 125 CIVIL GENERAL NOTES

CS-100 7 OF 125 SITE DEMOLITION PLAN

CS-101 8 OF 125

SITE LAYOUT PLAN & STORM WATER POLLUTION PREVENTION

PLAN

CS-102 9 OF 125 SITE GRADING PLAN & DRAINAGE AREA MAP

CS-200 10 OF 125 DETAILS

STRUCTURAL

S-001 45 OF 125 GENERAL NOTES

S-101 46 OF 125 TYPICAL DETAILS

S-201 47 OF 125 FOUNDATION PLAN

S-202 48 OF 125 2ND FLOOR FRAMING PLAN & PENTHOUSE FRAMING PLAN

S-301 49 OF 125 SECTIONS & DETAILS

STAGING AREA,

SEE 2/AD100.

DWG. # SHT. # SHEET TITLE

MECHANICAL, CONTINUED

M304 79 OF 125 MECHANICAL DETAILS

MI101 80 OF 125 MECHANICAL CONTROLS

MI102 81 OF 125 MECHANICAL CONTROLS

REFERENCE DRAWINGS

202-S2 122 OF 125 FOUNDATION PLANS BUILDINGS C AND D

202-S6 123 OF 125 SECOND FLOOR PLANS BUILDINGS C AND D

202-S8 124 OF 125 MECHANICAL ROOM PLANS BUILDINGS C AND D

202-S15 125 OF 125 STEEL SECTIONS & DETAILS

ABBREVIATIONS

PLUMBING

P001 82 OF 125 PLUMBING FRONT SHEET

P002 83 OF 125 PLUMBING SCHEDULES

PD101 84 OF 125 PLUMBING 1ST FLOOR DEMOLITION - C WING

PD102 85 OF 125 PLUMBING 2ND FLOOR DEMOLITION - C WING

PL101 86 OF 125 PLUMBING 1ST FLOOR REMODEL PLAN - C WING

PL102 87 OF 125 PLUMBING 2ND FLOOR REMODEL PLAN - C WING

PL103 88 OF 125 PLUMBING 3RD FLOOR REMODEL PLAN - C WING

PL104 89 OF 125 PLUMBING ROOF REMODEL PLAN - C WING

PL301 90 OF 125 PLUMBING DETAILS

PL401 91 OF 125 WASTE AND VENT RISER DIAGRAM

PL402 92 OF 125 COLD WATER RISER DIAGRAM

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text

GI000

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text 2015 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 2015 INTERNATIONAL PLUMBING CODE (IPC) 2015 LIFE SAFETY CODE, NFPA 101 2014 NATIONAL ELECTRICAL CODE (NEC), NFPA 70 2016 NATIONAL FIRE ALARM AND SIGNALING CODE, NFPA 72 2016 INSTALLATION OF FIRE SPRINKLER SYSTEMS, NFPA 13 VA PROGRAM GUIDE PG-18-13, BARRIER FREE DESIGN VA CONSTRUCTION STANDARDS PG-18-1, MASTER SPECIFICATIONS

AutoCAD SHX Text THIS PROJECT WILL CONVERT THE C WING OF THE DOMICILIARY FROM RESIDENT ROOMS AND RELATED SPACES TO OUTPATIENT MENTAL HEALTH OFFICES, GROUP ROOMS, AND SUPPORT SPACES. BOTH FLOORS OF THE C WING WILL BE COMPLETELY RENOVATED TO ACCOMMODATE THE OUTPATIENT CLINICS AND ALL OF THEIR FUNCTIONS, INCLUDING NEW HVAC SYSTEMS. THE PROJECT AREA IS APPROXIMATELY 31,000 SF.

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231, OCT 1978

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

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ARCHITECT/ENGINEERS/CONSULTANTS:

AutoCAD SHX Text Office of

AutoCAD SHX Text Facilities

AutoCAD SHX Text Management

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RENOVATE DOM C WING FOR

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MENTAL HEALTH

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TEMPLE, TEXAS 76501

AutoCAD SHX Text

FEBRUARY 21, 2018

AutoCAD SHX Text 674-15-213

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202 - DOM C WING

AutoCAD SHX Text F

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ASSOCIATE CHIEF OF STAFF FOR MH AND BM

AutoCAD SHX Text

CHIEF OF PSYCHOLOGY SERVICE

AutoCAD SHX Text

PSYCHIATRIST

AutoCAD SHX Text

ADMINISTRATIVE OFFICER

AutoCAD SHX Text ARCHITECT-ENGINEER SCHWAB-KAL JV 18756 STONE OAK PARKWAY SUITE 200 SAN ANTONIO, TX 78258 CONTACT: SUNIL PATEL TEL: 888-900-3823 STRUCTURAL ENGINEER AP STRUCTURAL ENGINEERS 22048 SHERMAN WAY, SUITE 109 CANOGA PARK, CA 91303 CONTACT: AVTAR PALL TEL: 818-703-7220 CIVIL ENGINEER H2B INC. 1225 NORTH LOOP WEST SUITE 800 HOUSTON, TX 77008 CONTACT: TOD HENNING TEL: 832-498-7003

AutoCAD SHX Text ACT ACOUSTIC CEILING TILE ACOUSTIC CEILING TILE ADJ ADJUSTABLE OR ADJACENT ADJUSTABLE OR ADJACENT AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR ALUM ALUMINUM ALUMINUM BD BOARD BOARD B BUILDING BUILDING BLDG BUILDING BUILDING B.O. BOTTOM OF BOTTOM OF BOT BOTTOM BOTTOM CB CIRCUIT BREAKER CIRCUIT BREAKER CC CONTRACTOR FURNISHED, CONTRACTOR FURNISHED, CONTRACTOR INSTALLED CEM CEMENT CEMENT CL CENTER LINE CENTER LINE CLG CEILING CEILING CLR CLEAR CLEAR COL COLUMN COLUMN CONC CONCRETE CONCRETE CR CARD READER CARD READER (D) DEMOLISH DEMOLISH DEMO DEMOLISH/DEMOLITION DEMOLISH/DEMOLITION DBL DOUBLE DOUBLE DET DETAIL DETAIL DIA DIAMETER DIAMETER DR DRAIN DRAIN DWGS DRAWINGS DRAWINGS (E) EXISTING EXISTING EA EACH EACH ELEC ELECTRICAL ELECTRICAL ELEV ELEVATION ELEVATION EQ EQUAL EQUAL EQUIP EQUIPMENT EQUIPMENT FD FLOOR DRAIN FLOOR DRAIN FF FINISH FLOOR FINISH FLOOR FIN FINISH FINISH FLR FLOOR FLOOR GYP GYPSUM GYPSUM GWB GYPSUM WALL BOARD GYPSUM WALL BOARD H HEIGHT HEIGHT HM HOLLOW METAL HOLLOW METAL HORIZ HORIZONTAL HORIZONTAL INFO INFORMATION INFORMATION INT INTERIOR INTERIOR JSN JOINT SCHEDULE NUMBER JOINT SCHEDULE NUMBER JT JOINT JOINT L LENGTH LENGTH LAM LAMINATE LAMINATE LAV LAVATORY LAVATORY MAX MAXIMUM MAXIMUM MECH MECHANICAL MECHANICAL MET METAL METAL MFR MANUFACTURER MANUFACTURER MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS (N) NEW NEW NIC NOT IN CONTRACT NOT IN CONTRACT NO./# NUMBER NUMBER NTS NOT TO SCALE NOT TO SCALE O/ OVER OVER OC ON CENTER ON CENTER OPNG OPENING OPENING P PAINT PAINT PE PROJECT ENGINEER PROJECT ENGINEER PLYWD PLYWOOD PLYWOOD POC POINT OF CONNECTION POINT OF CONNECTION PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH R RADIUS RADIUS RCP REFLECTED CEILING PLAN REFLECTED CEILING PLAN REINF REINFORCED REINFORCED REQ'D REQUIRED REQUIRED RM ROOM ROOM RSF RESILIENT SHEET FLOORING RESILIENT SHEET FLOORING SCHED SCHEDULE SCHEDULE SECT SECTION SECTION SHT SHEET SHEET SIM SIMILAR SIMILAR SPEC SPECIFICATION SPECIFICATION SQ SQUARE SQUARE SST STAINLESS STEEL STAINLESS STEEL STD STANDARD STANDARD STL STEEL STEEL STOR STORAGE STORAGE STRUCT STRUCTURAL STRUCTURAL T TEMPERED GLASS TEMPERED GLASS TEMP TEMPORARY TEMPORARY THK THICK/THICKNESS THICK/THICKNESS TYP TYPICAL TYPICAL TEMP TEMPORARY TEMPORARY U.O.O. UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE U.O.N. UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED VC VA FURNISHED, CONTRACTOR VA FURNISHED, CONTRACTOR INSTALLED VCT VINYL COMPOSITE TILE VINYL COMPOSITE TILE VIF VERIFY IN FIELD VERIFY IN FIELD VV VA FURNISHED, VA INSTALLED VA FURNISHED, VA INSTALLED W WIDTH WIDTH WD WOOD WOOD WDWS WINDOWS WINDOWS WP WEATHER PROOF WEATHER PROOF

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18756 Stone Oak Parkway, Suite 200 t: 888.900.3823 www.schwabeng.com

SAN ANTONIO, TX 78258

PROJECT NO.: 02164822.00

FINAL CONSTRUCTION

DOCUMENTS

T S

XETE FO

KALWANI

2 4 0 11

RED ARCHITEC

02/21/18

DEMOLITION NOTES

1. SEE DEMOLITION PLANS FOR ADDITIONAL NOTES AND INFORMATION.

2. THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE FULL EXTENT OF THE

DEMOLITION. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND AREAS TO

BE DEMOLISHED PRIOR TO THE COMMENCEMENT OF WORK. BRING TO THE

ATTENTION OF THE GOVERNMENT AND ARCHITECT, IN WRITING, ANY

DISCREPANCIES PRIOR TO AND DURING CONSTRUCTION.

3. MATERIALS, EQUIPMENT, OR CONSTRUCTION NOT NOTED IN THE CONSTRUCTION

DOCUMENTS ARE NOT PART OF THE NEW WORK. IF SUCH IS DISCOVERED DURING

THE COURSE OF THE WORK, CONTRACTOR SHALL REPORT TO THE GOVERNMENT

FOR FURTHER INSTRUCTION.

4. COORDINATE ALL DEMOLITION WORK WITH RENOVATION WORK. COORDINATE ALL

DISCIPLINES' WORK WITH EACH OTHER FOR LOCATIONS, SIZES, AND EXTENT OF

WORK.

5. PROTECT ADJACENT SPACES FROM DAMAGE DURING THE PROGRESS OF THE

WORK. PROVIDE TEMPORARY SAFETY BARRIERS REQUIRED BY CODE TO ENSURE

PUBLIC SAFETY TO ALLOW BUILDING OCCUPANCY AND USE.

6. PROVIDE TEMPORARY DUST PROOF PARTITIONS WHERE NECESSARY TO PREVENT

INFILTRATION OF DUST INTO OCCUPIED AREAS. PROVIDE TEMPORARY WEATHER

PROTECTION AS NECESSARY TO PREVENT DAMAGE TO EXISTING FACILITIES AND

TO PREVENT DISCOMFORT OF PERSONS IN OCCUPIED AREAS.

7. NOTIFY CONTRACTING OFFICER ONE WEEK PRIOR TO CORE DRILLING, JACK

HAMMERING, CONCRETE SAWING OR OTHER NOISY WORK ACTIVITY.

8. VERIFY DISPOSAL AND SALVAGE WITH CONTRACTING OFFICER. GOVERNMENT

RESERVES THE RIGHT TO SALVAGE ANY DEMOLITION ITEM. REMOVE, PROTECT

AND TURN OVER SUCH ITEMS TO THE GOVERNMENT.

9. ALL SALVAGEABLE ITEMS SHALL BE PROPERTY OF THE GOVERNMENT AND SHALL

BE REUSED OR STORED WHERE DESIGNATED BY THE GOVERNMENT.

10. RECEIVE CONTRACTING OFFICER APPROVAL OF DEBRIS HAULING ROUTE AND

DUMPSTER LOCATION PRIOR TO START OF WORK.

11. ALL DEBRIS SHALL BE PROMPTLY REMOVED FROM THE SITE.

12. REMOVAL OF ALL DEBRIS SHALL BE DONE CAREFULLY SO AS NOT TO DAMAGE THE

EXISTING STRUCTURE, WORK AND/OR FINISHES. IN THE EVENT ANY DAMAGES

OCCUR, THEY SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER.

13. IN ADDITION TO DEMOLITION SHOWN: CUT, MOVE OR REMOVE ITEMS AS

NECESSARY TO PROVIDE ACCESS AND ALLOW REPAIR OR NEW WORK TO

PROCEED. INCLUDE SUCH ITEMS AS:

A. REPAIR OR REMOVAL OF HAZARDOUS OR UNSANITARY CONDITIONS

B. REMOVAL OF ABANDONED ITEMS AND ITEMS SERVING NO USEFUL PURPOSE

SUCH AS: ALL PIPING, DEAD-LEGS, CONDUIT, WIRING, DUCTWORK, DIFFUSERS

AND ANY ASSOCIATED HARDWARE/ FIXTURES ETC.

C. REMOVAL OF UNSUITABLE OR EXTRANEOUS MATERIALS NOT MARKED FOR

SALVAGE. SUCH ITEMS MAY INCLUDE ABANDONED FURNISHINGS, EQUIPMENT

AND DEBRIS SUCH AS ROTTED WOOD, RUSTED METALS AND DETERIORATED

CONCRETE

D. CLEANING OF SURFACES OR REMOVAL OF SURFACE FINISHES AS NEEDED TO

INSTALL NEW WORK AND FINISHES

14. REMOVE EXISTING CEILING, WALL AND FLOOR MATERIALS AS INDICATED FOR THE

INSTALLATION OF NEW WORK, AS SHOWN ON THE DRAWINGS.

15. EXISTING STUD WALL: REMOVE EXISTING DRYWALL AND/OR PLASTER INCLUDING

ALL ELECTRICAL OUTLETS (SWITCHES, OUTLETS, ELECTRICAL CONDUIT AND

JUNCTION BOXES) AND OTHER LINES WHERE THEY OCCUR. REMOVE EXISTING

FINISH MATERIAL, STUDS, SHOT PINS, BOLTS OR ANY OTHER PROJECTING

ELEMENTS. REMOVE ALL DEBRIS, CAP AND TIGHTLY SECURE EXISTING

ELECTRICAL, WATER AND GAS LINES THAT ARE TO BE ABANDONED. RESURFACE,

PATCH AND MATCH EXISTING SURFACES FOR NEW CONSTRUCTION.

16. ALL INTERIOR AND/OR EXTERIOR WINDOWS INDICATED TO BE REMOVED SHALL BE

CAREFULLY DISMANTLED AND PRESERVED (GLASS AND FRAMES), BUT SHALL NOT

BE REUSED.

17. ALL ABANDONED PLUMBING LINES, ELECTRICAL CONDUIT OR BOXES, A/C DUCTS

OR DIFFUSERS AND TELEPHONE CABLES SHALL BE REMOVED BACK TO CLOSEST

FEEDER POINT, AND PROPERLY CAPPED, SEALED, ETC.

1. PROVIDE FIRE PROTECTION FOR BUILDING UNDER CONSTRUCTION PER

REQUIREMENTS OF LOCAL GOVERNING AGENCIES.

2. PROVIDE AND INSTALL MATERIALS FOR FIRE PROTECTION OF THE

STRUCTURAL ASSEMBLIES OF THIS BUILDING TYPE, AS REQUIRED BY THE

BUILDING CODE.

3. PROVIDE AND INSTALL FIRE DAMPERS WHERE AIR DUCTS PENETRATE

FIRE-RATED WALLS OR CEILING WHERE REQUIRED BY CODE OR BY LOCAL

GOVERNING AGENCY.

4. WHERE NONCOMBUSTIBLE CONDUIT, PIPES, OR VENTS PENETRATE A

FIRE-RATED ASSEMBLY PROVIDE AND INSTALL APPROVED FIRE-RATED

SEALANT OF MINERAL WOOL FIBER TO DRAFTSTOP AND MAINTAIN THE FIRE

SAFE INTEGRITY OF THE ASSEMBLY.

5. RETURN AIR PLENUMS BETWEEN FLOOR OR ROOF ASSEMBLIES AND

SUSPENDED CEILINGS BELOW SHALL MEET THE FOLLOWING REQUIREMENTS.

A. SHALL HAVE NO EXPOSED MATERIALS WITHIN THE PLENUM WITH A FLAME

SPREAD RATING MORE THAN 25 OR A SMOKE DEVELOPED RATING MORE

THAN 50.

B. ALL WIRING IN PLENUMS SHALL BE IN NON-COMBUSTIBLE CONDUIT.

C. ALL EXPOSED COMBUSTIBLE FRAMING MEMBERS AND FINISH SURFACES

WITHIN RETURN AIR PLENUMS SHALL BE COVERED WITH A MINIMUM OF

ONE LAYER 1/2" TYPE 'X' GYPSUM BOARD SECURELY NAILED OR

OTHERWISE FASTENED PER APPLICABLE CODE. PROVIDE AND INSTALL ALL

FURRING, BLOCKING AND TAPE JOINTS.

7. DOORS OPENING INTO ONE-HOUR FIRE-RESISTIVE CORRIDORS SHALL BE

PROTECTED WITH SMOKE AND DRAFTSTOP FIRE ASSEMBLIES HAVING A

MINIMUM 2-MINUTE RATING WITH SELF-CLOSERS.

8. INTERIOR WALL AND CEILING FINISHES SHALL BE OF THE FOLLOWING FLAME

SPREAD CLASSIFICATION:

0-25 CLASS I TUNNEL TEST

25-27 CLASS II TUNNEL TEST

76-200 CLASS III TUNNEL TEST

MAXIMUM FLAME SPREAD CLASSIFICATION:

UNSPRINKLERED SPRINKLERED

ENCLOSED STAIRWAY CLASS I CLASS I

EXITWAYS CLASS II CLASS II

ROOMS/OTHER AREAS CLASS III CLASS II

9. WHERE REQUIRED OR SPECIFIED, MODIFY THE EXISTING AUTOMATIC FIRE

SPRINKLER SYSTEM AND ALARM. SPRINKLER SYSTEM PLANS SHALL BE

SUBMITTED TO ARCHITECT FOR REVIEW AND APPROVAL OF SYSTEM LAYOUT

AND HEADS, PRIOR TO SUBMITTAL TO VA FOR REVIEW AND APPROVAL, PRIOR

TO INSTALLATION. ANY CHANGES TO ACCOMMODATE FIELD CONDITIONS SHALL

BE RESUBMITTED AT THE CONTRACTORS EXPENSE WITH NO ADDITIONAL

CHARGE TO GOVERNMENT. WHERE ANNUNCIATOR PANELS, ALARMS, ETC. ARE

REQUIRED IN AN EXPOSED LOCATION, CONTRACTOR SHALL SUBMIT PROPOSED

LOCATIONS & CABINET/COVER PLATE FINISHES TO ARCHITECT FOR APPROVAL

PRIOR TO INSTALLATION.

10. PROVIDE PORTABLE FIRE EXTINGUISHERS OF TYPE, QUANTITY, AND

LOCATIONS INDICATED IN THE DRAWINGS.

11. PROVIDE SMOKE DETECTORS, DUCT DETECTORS AND OTHER SUCH

DETECTION DEVICES AS MAY BE REQUIRED BY CODES AND GOVERNING

AUTHORITIES HAVING JURISDICTION.

12. PROVIDE ALL PAINTING OR MARKING, INCLUDING BUT NOT LIMITED TO, RED

CURBS OR ROOF ADDRESSES THAT ARE REQUIRED BY FIELD INSPECTOR.

13. ALL FIRE-RATED DOORS SHALL HAVE GASKETS AT HEAD & JAMBS TO PROVIDE

SMOKE SEAL.

1. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS TO INCLUDE ALL

LABOR, MATERIALS AND SERVICES NECESSARY FOR COMPLETION OF ALL WORK

SHOWN, PRESCRIBED, OR REASONABLY IMPLIED BUT NOT LIMITED TO THAT

EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS. THESE DRAWINGS ARE

ESSENTIALLY DIAGRAMMATIC AND ARE NOT INTENDED TO INDICATE ALL DETAILS

AND NECESSARY OFFSETS NEEDED IN THE ARCHITECTURAL WORK. THE

CONTRACTOR SHALL INSTALL MATERIAL AND EQUIPMENT IN A MANNER AS TO

CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, AND

KEEP OPENINGS AND PASSAGEWAYS CLEAR. ALL INSTALLATIONS SHALL BE

CONSISTENT WITH NORMALLY ACCEPTABLE INDUSTRY STANDARDS.

2. ALL WORK SHALL CONFORM TO ALL APPLICABLE BUILDING CODES, ORDINANCES,

AND REGULATIONS AS ADOPTED BY LOCAL VA.

3. DO NOT SCALE DRAWINGS.

4. CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION,

AND FIRE ALARM DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL

DRAWINGS. THE CONTRACTOR SHALL REVIEW ALL PLANS AND DRAWINGS. IN THE

EVENT OF CONFLICTING STATEMENTS, INSUFFICIENT INFORMATION, OR ERRORS,

THE CONTRACTOR SHALL IMMEDIATELY NOTIFY GOVERNMENT AND OBTAIN

CLARIFICATION BEFORE ANY WORK IS BEGUN. WORK INSTALLED WHERE

CONFLICTING CONDITIONS EXIST, WITHOUT APPROVAL BY GOVERNMENT, SHALL

BE CORRECTED AT CONTRACTOR'S EXPENSE.

A. IN CASE OF CONFLICTS, THE MORE STRINGENT REQUIREMENT GOVERNS.

6. DIMENSIONS, DETAILS, NOTES, AND/OR SYMBOLS THAT APPLY TO ONE UNIT,

APPLY TO ALL UNITS IN LIKE SITUATIONS UNLESS NOTED OTHERWISE.

7. DETAILS NOTED AS 'TYPICAL' SHALL APPLY IN ALL LIKE CONDITIONS UNLESS

SPECIFICALLY SHOWN OR NOTED OTHERWISE. WHERE NO SPECIFIC DETAIL IS

SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO

THAT INDICATED FOR LIKE CASES OF CONSTRUCTION IN THIS PROJECT.

8. WHENEVER AN ARTICLE, DEVICE, OR PIECE OF EQUIPMENT IS SHOWN,

INDICATED, OR REFERRED TO ON THE DRAWINGS OR IN THESE NOTES IN THE

SINGULAR NUMBER, SUCH REFERENCES APPLY TO AS MANY SUCH ARTICLES AS

ARE REQUIRED TO COMPLETE THE INSTALLATION.

9. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL

DIMENSIONS AND CONDITIONS ON THE JOB SITE PRIOR TO BEGINNING

CONSTRUCTION AND SHALL REPORT ANY DISCREPANCIES OR UNIDENTIFIED

CONDITIONS TO THE CONTRACTING OFFICER FOR RESOLUTION BEFORE ANY

WORK IS BEGUN.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES

AND PROCEDURES EMPLOYED IN THE PERFORMANCE OF WORK IN, ON, OR

ABOUT THE JOB SITE; THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL

WORK PERFORMED BY SUBCONTRACTORS.

11. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK ON, OR

RELATED TO THIS PROJECT SHALL CONDUCT THEIR OPERATIONS SO THAT ALL

EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS

PROTECTED, AND SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND

HEALTH ACT" ("OSHA") OF THE U.S. DEPARTMENT OF LABOR AND WITH ANY AND

ALL OTHER APPLICABLE STATE AND/OR LOCAL SAFETY REGULATIONS. THE

CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR

JOB SITE SAFETY CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS

PROJECT; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE

LIMITED TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL

DEFEND, INDEMNIFY AND HOLD HARMLESS THE GOVERNMENT AND ARCHITECT

FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH

PERFORMANCE OF WORK ON THIS PROJECT.

12. UNLESS SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS, NO STRUCTURAL

MEMBER SHALL BE CUT, NOTCHED, BORED, OR OTHERWISE MODIFIED WITHOUT

PERMISSION OF THE GOVERNMENT. THE CONTRACTOR SHALL PROVIDE ALL

MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.

SUCH MEASURES INCLUDE BUT ARE NOT LIMITED TO BRACING AND SHORING.

PROTECT REMAINING (E) STRUCTURE UNTIL ALL (N) WORK IS COMPLETED.

OBSERVATION VISITS BY THE GOVERNMENT, ARCHITECT, OR ENGINEER SHALL

NOT INCLUDE THE INSPECTION OF BRACING, SHORING, ETC.

13. WHETHER OR NOT DETAILED ON DRAWINGS, THE CONTRACTOR SHALL PROVIDE

AND INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES, AND SUPPORTING

BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK AND OF ALL

WALL-MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL, OR MISCELLANEOUS

EQUIPMENT, INCLUDING PLYWOOD BACKBOARDS FOR TELEPHONE AND

ELECTRICAL EQUIPMENT ROOMS.

14. NEITHER THE ARCHITECT'S/GOVERNMENT'S REVIEW NOR APPROVAL OF SHOP

DRAWINGS SHALL RELIEVE THE GENERAL CONTRACTOR (G.C.) FROM

RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS UNLESS

G.C. HAS CALLED THE ARCHITECT'S/GOVERNMENT'S ATTENTION (IN WRITING) TO

SUCH DEVIATIONS AT THE TIME OF SUBMISSION, NOR SHALL IT RELIEVE G.C. OF

RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRAWINGS.

15. THE CONTRACTOR IS RESPONSIBLE TO VERIFY LOCATION OF ALL SITE UTILITIES

AND TO COORDINATE AND AVOID CONFLICT IN THE LOCATIONS OF NEW

UNDERGROUND AND SITE UTILITIES. THE CONTRACTOR SHALL INCLUDE ALL

NECESSARY FEES, METERS, AND CONNECTIONS IN HIS OR HER BID, AND SHALL

NOT START CONSTRUCTION ACTIVITIES UNTIL ALL UTILITIES HAVE BEEN

PRECISELY IDENTIFIED IN BOTH LOCATION AND DEPTH.

16. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE GOVERNMENT SHOULD

UNIDENTIFIED FIELD CONDITIONS BE DISCOVERED.

17. ON A SET OF DRAWINGS, THE CONTRACTOR SHALL KEEP AN UP-TO-DATE

RECORD OF "AS BUILT" CONDITIONS OF THE WORK. UPON COMPLETION OF THE

WORK, THAT SET SHALL BE RETURNED TO THE GOVERNMENT COMPLETELY AND

NEATLY POSTED SHOWING ALL ADDITIONS, DELETIONS, CORRECTIONS, AND

REVISIONS IN THE ACTUAL CONSTRUCTION OF THE PROJECT. RECORD

DRAWINGS SHALL BE SIGNED BY SUBCONTRACTORS REPRESENTING ALL MAJOR

TRADES FOR THE PROJECT AS WELL AS THE GENERAL CONTRACTOR.

DOORS

PARTITIONS

1. ALL STUDS AT NON-BEARING INTERIOR PARTITIONS SHALL BE STEEL 3 5/8" WIDE X

18 GAUGE (MIN.) UNLESS NOTED OTHERWISE.

2. PROVIDE AND INSTALL HEAVIER 16 GAUGE STUDS, STIFFENERS, BRACING,

BACK-UP PLATES, ETC., AT STUD WALLS FOR SUPPORT OF TOILET ROOM

FIXTURES AND OTHER WALL-MOUNTED EQUIPMENT.

3. SEE WALL LEGENDS OR CALLOUTS ON PLANS FOR GYPSUM BOARD THICKNESS

AND FIRE RATING, AND FOR INSULATION.

1. DOORS AND DOORWAYS: THE FLOOR ADJACENT TO A DOORWAY SHALL BE

LEVEL FOR A DISTANCE OF FIVE FEET FROM THE DOOR IN THE DIRECTION OF

DOOR SWING AND SHALL BE NOT LESS THAN 5 FT. WIDE.

2. ILLUMINATED EXIT SIGNS SHALL BE PROVIDED WHERE REQUIRED BY, AND IN

ACCORDANCE WITH, APPLICABLE LAWS.

3. ALL REQUIRED EXITS SHALL HAVE EXIT SIGNS AND ALL BLIND CORRIDOR TURNS

SHALL HAVE DIRECTIONAL EXIT SIGNS WITH A PRINCIPAL STROKE NOT LESS

THAN 3/4" WIDE AND 6" HIGH.

DISABLED ACCESSIBILITY FOR DOORS AND HARDWARE:

1. OPENING TO BE MINIMUM OF 36" WIDE X 80" HIGH WHEN DOOR IS AT RIGHT ANGLE

TO CLOSED POSITION, UNLESS NOTED OTHERWISE.

2. BOTTOM 10" OF DOOR TO HAVE SMOOTH UNINTERRUPTED SURFACE FOR

OPENING BY WHEELCHAIR FOOT REST. PROVIDE KICK PLATES ON ALL DOORS.

3. CENTER OF HARDWARE TO BE 34 TO 44 INCHES ABOVE FLOOR. LATCHING AND

LOCKING DOORS TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER OR

PUSH-PULL TYPE HARDWARE.

4. MAXIMUM EFFORT TO OPERATE DOOR SHALL NOT EXCEED 15 POUNDS FOR

EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS WITH A PULL OR PUSH

EFFORT BEING APPLIED AT RIGHT ANGLE TO HINGED DOORS AND AT THE CENTER

PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR

AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE

STANDARDS. WHEN FIRE RATED DOORS ARE REQUIRED, THE MAXIMUM EFFORT

TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 POUNDS WITH

CLOSER.

5. THRESHOLD SHALL BE 1/2" HIGH MAXIMUM WITH 1/4" HIGH MAX. VERTICAL EDGE

BELOW A BEVELED EDGE AT 1:2 SLOPE FOR A HEIGHT OF 1/4" MAXIMUM.

FIRE PROTECTION (FULLY SPRINKLERED BUILDING):

18. VERIFY LOCATION OF ELECTRICAL, PLUMBING AND MECHANICAL UTILITIES.

LOCATE/RELOCATE AND PROTECT UTILITIES TO REMAIN.

19. PROVIDE SHUT-OFF VALVES, ETC. TO MAINTAIN UTILITY SERVICE OUTSIDE THE

AREA OF WORK.

20. PERFORM & PROVIDE RE-ROUTING OF UTILITIES SERVING ADJACENT AREAS AS

REQUIRED FOR UNINTERRUPTED SERVICES.

21. WHERE PARTITIONS ARE BEING REMOVED, REMOVE ALL (E) POWER AND SIGNAL

TO POINT OF ORIGIN. RELOCATE/REROUTE UTILITIES, PIPING, CONDUITS, LIGHT

SWITCHES, AND THERMOSTATS THAT ARE TO REMAIN IN USE.

22. VERIFY WITH OTHER DISCIPLINES' DRAWINGS FOR ANY ADDITIONAL DEMOLITION

WORK THAT MAY BE REQUIRED FOR THE PROPER INSTALLATION OF NEW WORK.

23. COORDINATE NEW OPENINGS IN EXISTING WALLS AND FLOORS WITH OTHER

DISCIPLINES' DRAWINGS FOR LOCATIONS AND SIZES OF EXISTING PIPE, VENT,

DUCT, CONDUIT, OTHER SIMILAR OPENINGS, AND EMBEDDED OR ATTACHED ITEMS.

(RELOCATE UTILITIES IF REQUIRED.)

24. WHERE EXISTING CONSTRUCTION IS CUT OR OTHERWISE DISTURBED TO PERMIT

INSTALLATION OF NEW WORK, REPAIR AND PATCH TO MATCH EXISTING

CONSTRUCTION. USE METHODS AND MATERIALS WHICH ARE SIMILAR IN

APPEARANCE AND EQUAL IN QUALITY TO THOSE AREAS BEING REPAIRED.

25. PATCH, EXTEND AND REPAIR WORK SHALL MATCH ADJACENT EXISTING WORK BY

USING SKILLED WORKERS WHO ARE CAPABLE OF MATCHING THE EXISTING

QUALITY OF WORKMANSHIP. QUALITY OF PATCHED OR EXTENDED WORK SHALL

NOT BE LESS THAN THAT SPECIFIED FOR THE NEW WORK.

26. PRODUCTS USED FOR PATCHING, EXTENDING AND MATCHING SHALL BE OF THE

SAME OR EQUAL QUALITY TO THE PRODUCTS THAT ARE USED WITHIN THE NEW

STRUCTURE. GENERALLY CONTRACT DOCUMENTS WILL NOT DEFINE PRODUCTS.

THE CONTRACTOR SHALL VERIFY PRODUCTS TO BE USED BY REPORTING,

INSPECTING AND TESTING. THE WORKMANSHIP SHALL MATCH IN ALL RESPECTS

TO EXISTING CONSTRUCTION.

27. WHERE REMOVAL OF PARTITIONS RESULTS IN ADJACENT SPACES BECOMING ONE,

REWORK FLOORS AND CEILINGS TO PROVIDE SMOOTH PLANES WITHOUT BREAKS,

STEPS, OR BULKHEADS. WHERE CHANGES OF PLANE OCCUR, PROVIDE A SMOOTH

TRANSITION AFTER REPORTING AND RECEIVING INSTRUCTION FOR REPAIR.

28. IF (E) FLOOR IS NOT LEVEL, FLOAT (E) FLOOR LEVEL PRIOR TO INSTALLATION OF

(N) FLOORING. FOR AREAS DESIGNATED TO RECEIVE DRAINS, GRIND FLOOR TO

MAINTAIN POSITIVE SLOPE TO DRAIN.

29. PATCH OR REPLACE ANY PORTION OF AN EXISTING FINISHED SURFACE THAT IS

FOUND DAMAGED, LIFTED, DISCOLORED OR SHOWING ANY SIGNS OF

IMPERFECTION WITH MATCHING MATERIALS.

A. PROVIDE ADEQUATE SUPPORT OF SUBSTRATE PRIOR TO PATCHING THE

FINISH.

B. REFINISH PATCHED PORTIONS OF PAINTED OR COATED SURFACES IN SUCH A

MANNER AS TO PRODUCE UNIFORM COLOR AND TEXTURE OVER THE ENTIRE

SURFACE.

C. WHEN EXISTING SURFACE FINISH CANNOT BE MATCHED, REFINISH ENTIRE

SURFACE TO NEAREST INTERSECTIONS.

ASBESTOS AND LEAD PAINT

1. HAZARDOUS MATERIALS SURVEY AND/OR REMOVAL ARE NOT WITHIN THE

SCOPE OF THIS PROJECT. IF HAZARDOUS MATERIALS ARE SUSPECTED DURING

THE PERFORMANCE OF WORK ON THIS PROJECT, THE CONTRACTOR SHALL

NOTIFY THE GOVERNMENT IMMEDIATELY.

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

GI001

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AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231, OCT 1978

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text

ARCHITECT/ENGINEERS/CONSULTANTS:

AutoCAD SHX Text Office of

AutoCAD SHX Text Facilities

AutoCAD SHX Text Management

AutoCAD SHX Text

RENOVATE DOM C WING FOR

AutoCAD SHX Text

MENTAL HEALTH

AutoCAD SHX Text

TEMPLE, TEXAS 76501

AutoCAD SHX Text

FEBRUARY 21, 2018

AutoCAD SHX Text 674-15-213

AutoCAD SHX Text

202 - DOM C WING

AutoCAD SHX Text F

I N

18"18"

M A

ABA

LAVATORY

TYPICAL

LAVATORY

MIRROR

PAPER

TOWEL

DISPENSER

SEAT

COVER

DISPENSER

SANITARY

NAPKIN

DISPOSAL

INSULATION @ HOT & COLD

WATER SUPPLY & DRAIN PIPES

SOAP

DISPENSER

WASTE

RECEPTACLE

M A

M I N

TOILET

TISSUE

DISPENSER

36"

MAX.

CLR.

40" TO BOTTOM OF REFLECTIVE

SURFACE, EXCLUDING FRAME

1-1/2"Ø S.S.

GRAB BARS

42"

12" MAX.

36"

2'-0"

12" MIN

SURFACE

MOUNTED

COAT HOOK

I N

DRINKING

FOUNTAIN

A X

M A

E A

C H

FINISHED

FLOOR

A F

CLOCK

A F

MONITOR

I N

A X

A F

A X

T O

P O

U T

M A

O C

ELECTRICAL

OUTLET

B A

A S

F I N

A L

O N

S T

R U

C T

I O

O C

U M

E N

T S

18756 Stone Oak Parkway, Suite 200 t: 888.900.3823 www.schwabeng.com

SAN ANTONIO, TX 78258

PROJECT NO.: 02164822.00

FINAL CONSTRUCTION

DOCUMENTS

T S

XETE FO

KALWANI

2 4 0 11

RED ARCHITEC

02/21/18

ACCESSIBLE CLEARANCES @ DOORS IN SERIES

TYP. LANDING CLEARANCES @ DOOR ACCESSIBLE CLEARANCES

GROUND AND FLOOR CLEARANCE

TOE CLEARANCE KNEE CLEARANCE

ACCESSIBLE REACH RANGE

24" MINIMUM EXTERIOR & 18"

MIN. INTERIOR BEYOND

STRIKE EDGE OF A GATE OR

DOOR ON THE SIDE TOWARD

WHICH IT SWINGS.

DOOR WIDTH PLUS 42"

D O

O R

I D

T H

L U

PROVIDE

BACKING AT

GYPSUM

BOARD WALL

1 1/2" MIN.

I N

6" MAX. 17"-25"

11" MIN.

9" MIN.

8" MIN.

25" MAX.

60 MIN

36 MIN

12 MIN 12 MIN

66 MIN. - VA

48 MIN

60 MIN

36 MIN

30 MIN

I N

A X

I N

A X

I N

A X

I N

B A

A S

I N

B A

A S

10 MAX

30"

10"

>20"-25" MAX.

20" MAX.

48" MIN.

X < 48

42" MIN. - ABAAS

24" MAX.

48" MIN.

24" MAX.

48 MIN

(A)

ELEVATION

(B)

PLAN

(A)

ELEVATION

(B)

PLAN

(A) (B)

A R

BASE

24 MIN

(B)

PARALLEL

(A)

FORWARD

(A)

CLEAR WIDTH 180

DEGREE TURN

(A) (B)

(C)

ACCESSIBLE SWING DOOR CLEARANCE

(J)

LATCH APPROACH, PUSH

SIDE

(I)

LATCH APPROACH, PULL

SIDE, DOOR PROVIDED

WITH CLOSER

(H)

LATCH APPROACH, PULL

SIDE

(C)

FRONT APPROACH, PUSH

SIDE, DOOR PROVIDED

WITH BOTH CLOSER AND

LATCH

(B)

FRONT APPROACH,

PUSH SIDE

(A)

FRONT APPROACH,

PULL SIDE

24" MIN.

18" MIN.

12" MIN.

I N

WATER CLOSET

PLUMBING FIXTURE AND TOILET ACCESSORY MOUNTING HEIGHTS

CIRCULAR

HANDRAIL,

1 1/4"Ø MIN. 2"Ø

MAX.

I N

B A

A S

I N

CLEAR WIDTH AT

ACCESSIBLE ROUTE

I N

42" MIN. - ABAAS

60" MIN. - VA60" MIN. - VA

>10"-24"

A X

HANDRAILS @ STAIRS

VISUAL WARNING STRIPS SHALL

BE A 2" MIN WIDTH AND

INSTALLED 1" MAX FROM EDGE OF

THE TOP AND BOTTOM TREADS

OF INTERIOR STAIRS, AND ON ALL

TREADS OF EXTERIOR STAIRS.

NOTE: FOR TREAD AND

RISER DIMENSIONS SEE

PLANS AND SECTIONS.

12 MIN

= TREAD

12" LEVEL EXTENSION IS NOT

REQUIRED UNDER ABAAS.

RETURN TO

WALL OR

FLOOR, TYP.

RETURN TO WALL OR FLOOR

HANDRAILS

ACCESSIBLE TURNING RADIUS

UP-SWING GRAB BAR

ACCESSIBLE SWING DOOR CLEARANCE

(C)

PUSH SIDE, DOOR

PROVIDED WITH BOTH

CLOSER AND LATCH

(B)

PUSH SIDE

(A)

PULL SIDE

(K)

LATCH APPROACH, PULL

SIDE, DOOR PROVIDED

WITH CLOSER

(G)

HINGE APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

(F)

HINGE APPROACH,

PUSH SIDE

(E)

HINGE APPROACH,

PULL SIDE

(D)

HINGE APPROACH,

PULL SIDE

12" MIN.

X > 8"

18" MIN.

24" MIN.

36" MIN.

42" MIN.

22" MIN.

X > 8"

I N

AutoCAD SHX Text

FIN. CLG.

AutoCAD SHX Text

NURSE CALL

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PULL CHORD

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GENERAL NOTES: 1. INSTALLATION AS SHOWN IS FOR WATER CLOSET WITH DIVERTER VALVE.

AutoCAD SHX Text L

AutoCAD SHX Text

SUPPORT STD DTL 05500-2

AutoCAD SHX Text 5/8" [16mm] G.W.B.

AutoCAD SHX Text 1 1/2" [38mm] S.S.GRAB BAR

AutoCAD SHX Text 1/4" [6mm] RUBBER GASKET

AutoCAD SHX Text

UP-SWING G.B.

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CERAMIC TILE

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METAL SLEEVE

AutoCAD SHX Text 5/8" [16mm] EXP. BOLTS FOR CONC.

AutoCAD SHX Text 4" [102mm] METAL STUDS

AutoCAD SHX Text 12"x4"x1/4" [305x102x6mm] STL PLATE [TOP & BOTTOM]

AutoCAD SHX Text TS 6x2X1/4" [152x51x6mm] WELDED TO BOT PLATE w/ 3/16" [5mm] WELD

AutoCAD SHX Text [1372mm]

AutoCAD SHX Text [1067mm]

AutoCAD SHX Text [914mm]

AutoCAD SHX Text [51mm]

AutoCAD SHX Text [660mm]

AutoCAD SHX Text [457mm]

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text [2134mm]

AutoCAD SHX Text [534mm]

AutoCAD SHX Text [914mm]

AutoCAD SHX Text [762mm]

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PLAN OF TOILET ROOM SHOWING RELATIONSHIP OF FIXTURES

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PLAN SHOWING THE STEEL TUBE & PLATE FOR ANCHORING THE UP-SWING GRAB BAR

AutoCAD SHX Text 12"x4"x1/4" [305x102x6mm] STEEL PLATE 5/8" [16mm] EXP. BOLTS TO CONC. OR WELD TO STEEL

AutoCAD SHX Text 3/8"x6" [10x152mm] PLATE, 2" [51mm] WIDE

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(4) 3/8" [10mm] BOLTS

AutoCAD SHX Text 2'-9" [838mm] TO FIN. FL.

AutoCAD SHX Text

UP-SWINGING GRAB BAR

AutoCAD SHX Text

DIVERTER VALVE

AutoCAD SHX Text TS 6x2x1/4" [152x51X6mm] (NOT TO EXCEED 15'-0" [4572mm])

AutoCAD SHX Text 3/16" [5mm] WELD

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HINGE PIN

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MOUNTING BRACKET

AutoCAD SHX Text [171mm]

AutoCAD SHX Text [305mm]

AutoCAD SHX Text [57mm]

AutoCAD SHX Text [95mm]

AutoCAD SHX Text [457mm]

AutoCAD SHX Text [400mm]

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ELEVATION SHOWING POSITION OF UP-SWINGING GRAB BAR

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(4) 3/8" [10mm] ANCHOR BOLTS

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HINGE PIN 1 1/4" DIA S.S. UP SWINGING GRAB BAR SCH. 40

AutoCAD SHX Text [98mm]

AutoCAD SHX Text [736.6mm]

AutoCAD SHX Text [222mm]

AutoCAD SHX Text

SIDE ELEVATION OF UP-SWINGING GRAB BAR

AutoCAD SHX Text 2'-9" [840mm]

AutoCAD SHX Text

TO FIN. FL.

AutoCAD SHX Text

ACCESSIBILITY STANDARDS

AutoCAD SHX Text

GI002

AutoCAD SHX Text

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231, OCT 1978

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text

ARCHITECT/ENGINEERS/CONSULTANTS:

AutoCAD SHX Text Office of

AutoCAD SHX Text Facilities

AutoCAD SHX Text Management

AutoCAD SHX Text

RENOVATE DOM C WING FOR

AutoCAD SHX Text

MENTAL HEALTH

AutoCAD SHX Text

TEMPLE, TEXAS 76501

AutoCAD SHX Text

FEBRUARY 21, 2018

AutoCAD SHX Text 674-15-213

AutoCAD SHX Text

202 - DOM C WING

AutoCAD SHX Text F

AutoCAD SHX Text

AutoCAD SHX Text OTES: 1. CLEAR SPACES MUST BE LEVEL TO PREVENT CLEAR SPACES MUST BE LEVEL TO PREVENT WHEELCHAIRS FROM ROLLING WHEN THE OCCUPANT RELEASES THE WHEEL GRIPS TO REACH FOR THE DOOR. 1/4" PER FOOT MAX. IS ALLOWED FOR DRAINAGE. 2. WHERE DOORS OPEN ONTO, BUT NOT INTO A WHERE DOORS OPEN ONTO, BUT NOT INTO A CORRIDOR, THE REQUIRED LEVEL AREA BEYOND THE DOORS MAY BE A MINIMUM OF 48". 3. VA REQUIRES MINIMUM 72" X 72" LEVEL VA REQUIRES MINIMUM 72" X 72" LEVEL PLATFORM AT DOORS.

OTE: VA FOLLOWS THE ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (ABAAS) FOR DISABLED ACCESSIBILITY REQUIREMENTS AND SUPPLEMENTS IT WITH ITS OWN "BARRIER FREE DESIGN GUIDE, PG-18-13", WHICH EXCEEDS CERTAIN ABAAS PROVISIONS TO BETTER MEET THE BARRIER FREE NEEDS OF VA IN ITS HEALTHCARE FACILITIES. OTHER STANDARDS, SUCH AS THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) OR OTHER STATE AND LOCAL REQUIREMENTS, MAY BE INVOKED AT THE DISCRETION OF THE CONTRACTING OFFICER.

ACCESSIBILITY STANDARDS

AutoCAD SHX Text

GI003

AutoCAD SHX Text

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text A

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AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231, OCT 1978

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AutoCAD SHX Text F

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AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

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AutoCAD SHX Text

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text

ARCHITECT/ENGINEERS/CONSULTANTS:

AutoCAD SHX Text Office of

AutoCAD SHX Text Facilities

AutoCAD SHX Text Management

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RENOVATE DOM C WING FOR

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MENTAL HEALTH

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TEMPLE, TEXAS 76501

AutoCAD SHX Text

FEBRUARY 21, 2018

AutoCAD SHX Text 674-15-213

AutoCAD SHX Text

202 - DOM C WING

AutoCAD SHX Text F

CORRIDOR

1,555 SF

2C210

PATIENT

IN-TAKE

120 SF

2C270

SUB-WAITING

102 SF

2C216

PROVIDER

OFFICE

119 SF

2C215

PROVIDER

OFFICE

119 SF

2C217

PROVIDER

OFFICE

117 SF

2C218

PROVIDER

OFFICE

120 SF

2C219

ELECTRONICS

CLOSET

31 SF

2C220

PROVIDER

OFFICE

117 SF

2C222

PROVIDER

OFFICE

117 SF

2C223

PROVIDER

OFFICE

119 SF

2C224

CORRIDOR

108 SF

2C225

PROVIDER

OFFICE

119 SF

2C227

GROUP ROOM 2

291 SF

2C226

PROVIDER

OFFICE

119 SF

2C228

PROVIDER

OFFICE

117 SF

2C229

PROVIDER

OFFICE

115 SF

2C234

PROVIDER

OFFICE

120 SF

2C230

JANITOR

CLOSET

44 SF

2C231

ELEC.

CLOSET

47 SF

2C232

PROVIDER

OFFICE

119 SF

2C236

PROVIDER

OFFICE

119 SF

2C235

GROUP ROOM 3

265 SF

2C233

GROUP ROOM 4

246 SF

2C237

PROVIDER

OFFICE

119 SF

2C238

PROVIDER

OFFICE

119 SF

2C239

PROVIDER

OFFICE

152 SF

2C240

PROVIDER

OFFICE

160 SF

2C243

SUB-WAITING

71 SF

2C242

STAFF

LOUNGE

263 SF

2C244

TELEHEALTH

ROOM

81 SF

2C245

TELEHEALTH

ROOM

81 SF

2C249

TOILET

60 SF

2C247

TOILET

60 SF

2C248

STAIR 6

188 SF

2C251

CONFERENCE

ROOM

256 SF

2C252

PROVIDER

OFFICE

119 SF

2C253

PROVIDER

OFFICE

119 SF

2C254

PROVIDER

OFFICE

117 SF

2C255

PROVIDER

OFFICE

117 SF

2C257

PROVIDER

OFFICE

119 SF

2C259

PROVIDER

OFFICE

117 SF

2C258

PROVIDER

OFFICE

119 SF

2C261

PROVIDER

OFFICE

119 SF

2C262

COPY ROOM

92 SF

2C260

PROVIDER

OFFICE

117 SF

2C263

PROVIDER

OFFICE

115 SF

2C265

PROVIDER

OFFICE

119 SF

2C267

PROVIDER

OFFICE

119 SF

2C266

TOILET

66 SF

2C268

TOILET

66 SF

2C269

PROVIDER

OFFICE

119 SF

2C271

PROVIDER

OFFICE

119 SF

2C272

PROVIDER

OFFICE

117 SF

2C273

CORRIDOR

108 SF

2C246

PROVIDER

OFFICE

120 SF

2C256

CORRIDOR

1433 SF

2C250

PROVIDER

OFFICE

120 SF

2C264

SUB-WAITING

71 SF

2C274

CORRIDOR

109 SF

2C214

18'

15'

16'

25'

60'

51'

27'

78'

18'

15'

16'

34'

23'

16'

30'

27'

18'

15'

28'

30'

23'

STORAGE

36 SF

2C241

IDF ROOM

57 SF

2C221

D WING

WAITING

265 SF

2C202

SUPPLY

ROOM

142 SF

2C203

STAIR 5

206 SF

2C204

ELEC. CLOSET

51 SF

2C205

ELEVATOR

LOBBY

389 SF

2C200

CORRIDOR

208 SF

2C201

C WING

WAITING

344 SF

2C206

CORRIDOR

243 SF

2C207

RECEPTION/

ADMIN. AREA

353 SF

2C211

PRIVATE

ADMIN. OFFICE

55 SF

2C211A

GROUP ROOM 1

336 SF

2C212

STUDENT

WORK ROOM

229 SF

2C275

GROUP ROOM 5

225 SF

2C276

TOILET

59 SF

2C208

TOILET

55 SF

2C209

PRRC

CHECK-IN

D2-255

TOILET

D2-256

COPY RM.

D2-257

TOILET

D2-201

PSYCHOMETRIC

TESTING

D2-202

PSYCHOMETRIC

TESTING

D2-200

STAIR 9

RECEPTION/

ADMIN. AREA

389 SF

2D201

PRIVATE

ADMIN. OFFICE

58 SF

2D201A

LOBBY &

D WING WAITING

766 SF

1C100

CORRIDOR

332 SF

1C101

RECEPTION

104 SF

1C102

FIRE PROT.

CLOSET

8 SF

1C102A

STAIR 5

208 SF

1C103

ELEC. CLOSET

50 SF

1C104

ELEVATOR

LOBBY

357 SF

1C106

CORRIDOR

208 SF

1C105

WAITING

303 SF

1C107

CORRIDOR

215 SF

1C108

CORRIDOR

1,555 SF

1C111

RECEPTION/

ADMIN. AREA

353 SF

1C112

PRIVATE

ADMIN. OFFICE

55 SF

1C112A

PATIENT

IN-TAKE

116 SF

1C113

PATIENT

IN-TAKE

116 SF

1C178

CORRIDOR

109 SF

1C115

SUB-WAITING

102 SF

1C114

PROVIDER

OFFICE

119 SF

1C116

GROUP ROOM 1

292 SF

1C120

PROVIDER

OFFICE

119 SF

1C117

PROVIDER

OFFICE

117 SF

1C118

PROVIDER

OFFICE

120 SF

1C119

ELECTRONICS

CLOSET

31 SF

1C121

PROVIDER

OFFICE

117 SF

1C123

PROVIDER

OFFICE

117 SF

1C124

PROVIDER

OFFICE

119 SF

1C125

CORRIDOR

108 SF

1C126

PROVIDER

OFFICE

119 SF

1C129

GROUP ROOM 2

291 SF

1C128

PROVIDER

OFFICE

119 SF

1C130

PROVIDER

OFFICE

117 SF

1C131

PROVIDER

OFFICE

115 SF

1C135

PROVIDER

OFFICE

120 SF

1C132

JANITOR

CLOSET

44 SF

1C133

ELEC.

CLOSET

47 SF

1C134

PROVIDER

OFFICE

119 SF

1C138

PROVIDER

OFFICE

119 SF

1C136

GROUP ROOM 3

265 SF

1C137

GROUP ROOM 4

246 SF

1C139

PROVIDER

OFFICE

119 SF

1C140

PROVIDER

OFFICE

119 SF

1C141

PROVIDER

OFFICE

117 SF

1C142

PROVIDER

OFFICE

116 SF

1C145

STORAGE

36 SF

1C143

STAFF

LOUNGE

263 SF

1C146

TELEHEALTH

ROOM

81 SF

1C147

TELEHEALTH

ROOM

81 SF

1C151

TOILET

60 SF

1C149

TOILET

60 SF

1C150

STAIR 6

188 SF

1C153

CONFERENCE

ROOM

256 SF

1C154

PROVIDER

OFFICE

119 SF

1C155

PROVIDER

OFFICE

119 SF

1C156

PROVIDER

OFFICE

117 SF

1C157

PROVIDER

OFFICE

117 SF

1C159

PROVIDER

OFFICE

119 SF

1C161

PROVIDER

OFFICE

117 SF

1C160

PROVIDER

OFFICE

119 SF

1C163

PROVIDER

OFFICE

119 SF

1C164

COPY ROOM

92 SF

1C162

PROVIDER

OFFICE

117 SF

1C165

PROVIDER

OFFICE

115 SF

1C167

PROVIDER

OFFICE

119 SF

1C169

PROVIDER

OFFICE

119 SF

1C168

TOILET

66 SF

1C170

TOILET

66 SF

1C171

PROVIDER

OFFICE

119 SF

1C172

PROVIDER

OFFICE

119 SF

1C173

PROVIDER

OFFICE

117 SF

1C174

STUDENT

WORK ROOM

229 SF

1C176

GROUP ROOM 5

225 SF

1C177

TOILET

59 SF

1C109

TOILET

55 SF

1C110

PROVIDER

OFFICE

120 SF

1C158

CORRIDOR

1456 SF

1C152

PROVIDER

OFFICE

120 SF

1C166

SUB-WAITING

71 SF

1C175

CORRIDOR

108 SF

1C148

SUB-WAITING

71 SF

1C144

CORRIDOR

1C39

MECHANICAL

SHAFT

136 SF

1C127

MECH.

73 SF

1C178

25'

23'

27'

78'

18'

15'

16'

41'

23'

44'

25'

14'

10'

18'

15'

16'

66'

51'

30'

IDF ROOM

57 SF

1C122

GROUP

ROOM 2

D1-155

TOILET

D1-101

CLINICAL

PSYCHOLOGIST

D1-102

ADDICTION

THERAPIST

D1-100

RECEPTION/

ADMIN. AREA

389 SF

2D201

PRIVATE

ADMIN. OFFICE

58 SF

2D201A

TOILET

D1-103

CORRIDOR

1C39

STAIR 10

113 SF

3C301

ATTIC

MECHANICAL ROOM

338 SF

3C302

ATTIC

MECHANICAL ROOM

1301 SF

3C300

72'

13'

25'

LOBBY &

D WING WAITING

766 SF

1C100

CORRIDOR

332 SF

1C101

RECEPTION

104 SF

1C102

FIRE PROT.

CLOSET

8 SF

1C102A

STAIR 5

208 SF

1C103

ELEC. CLOSET

50 SF

1C104

ELEVATOR

LOBBY

357 SF

1C106

CORRIDOR

208 SF

1C105

WAITING

303 SF

1C107

CORRIDOR

215 SF

1C108

TOILET

59 SF

1C109

TOILET

55 SF

1C110

MECH.

73 SF

1C178

GROUP

ROOM 2

D1-155

TOILET

D1-101

CLINICAL

PSYCHOLOGIST

D1-102

ADDICTION

THERAPIST

D1-100

RECEPTION/

ADMIN. AREA

389 SF

2D201

PRIVATE

ADMIN. OFFICE

58 SF

2D201A

TOILET

D1-103

D WING

WAITING

265 SF

2C202

SUPPLY

ROOM

142 SF

2C203

STAIR 5

206 SF

2C204

ELEC. CLOSET

51 SF

2C205

ELEVATOR

LOBBY

389 SF

2C200

CORRIDOR

208 SF

2C201

C WING

WAITING

344 SF

2C206

CORRIDOR

243 SF

2C207

TOILET

59 SF

2C208

TOILET

55 SF

2C209

PRRC

CHECK-IN

D2-255

TOILET

D2-256

COPY RM.

D2-257

TOILET

D2-201

PSYCHOMETRIC

TESTING

D2-202

PSYCHOMETRIC

TESTING

D2-200

STAIR 9

RECEPTION/

ADMIN. AREA

389 SF

2D201

PRIVATE

ADMIN. OFFICE

58 SF

2D201A

C WING FIRST FLOOR FIRE LIFE SAFETY PLAN

C WING SECOND FLOOR FIRE LIFE SAFETY PLAN

3-8 3-9 3-10 3-11 3-12 3-13 3-14 3-15 3-17 3-183-16

C-3

C-4

3-23-1

C-10

C-9

D-4

D-6

D-1

C-5

C-8

C-9

C-12

C-13

C-14

3-6

D-3

C-2

3-2 3-5.1

3-7 3-3

3-4

3-5

C-11

3-8 3-9 3-10 3-11 3-12 3-13 3-14 3-15 3-17 3-183-16

C-3

C-4

3-23-1

C-10

C-9

4-11

D-4

D-6

D-1

C-5

C-8

C-9

C-12

C-13

C-14

3-6

D-3

3-2 3-5.1 3-7

PROJECT DATA

C WING ATTIC FIRE LIFE SAFETY PLAN

3-8 3-9 3-10 3-11 3-12 3-13 3-14

C-9

C-12

LEGEND

XX'

1C147

28 30

F I N

A L

O N

S T

R U

C T

I O

O C

U M

E N

T S

18756 Stone Oak Parkway, Suite 200 t: 888.900.3823 www.schwabeng.com

SAN ANTONIO, TX 78258

PROJECT NO.: 02164822.00

FINAL CONSTRUCTION

DOCUMENTS

T S

XETE FO

KALWANI

2 4 0 11

RED ARCHITEC

02/21/18

4-104-94-8

3-0

4-12

C-3

C-4

3-23-1

4-11

D-4

D-6

D-1

3-6

D-3

C-2

3-4

4-104-94-8 3-04-12

3-2 3-5.1

3-7 3-3

3-5

4-114-104-94-8 4-12

D-4

D-6

D-1

D-3

C-3

C-4

3-23-1

C-10

C-9

4-11 3-6

3-2 3-5.1 3-7

4-104-94-8

4-12

C-10

C-9

C-11

C-12

C-14

TEMPORARY ACCESS TUNNEL PLAN

KEY NOTES

AutoCAD SHX Text 25'

AutoCAD SHX Text

FIRE LIFE SAFETY PLANS

AutoCAD SHX Text

GI004

AutoCAD SHX Text

AutoCAD SHX Text 1/16" = 1'-0"

AutoCAD SHX Text APPLICABLE CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101, 2015 2015 INTERNATIONAL BUILDING CODE (IBC) CONSTRUCTION: CONSTRUCTION TYPE: IIA, IBC TABLE 601 IIA, IBC TABLE 601 PRIMARY STRUCTURAL FRAME: 1 HOUR COLUMNS & BEAMS 1 HOUR COLUMNS & BEAMS FLOOR CONSTRUCTION: 1 HOUR 1 HOUR FULLY SPRINKLERED HEIGHT & AREA: ALLOWABLE BUILDING HEIGHT: 65', IBC TABLE 504.3 65', IBC TABLE 504.3 ALLOWABLE NUMBER OF STORIES: 6 6 ALLOWABLE TOTAL AREA: 112,500 SF 112,500 SF C WING EXISTING BUILDING AREA: - FIRST FLOOR: 14,565 DGSF & 15,421 BGSF 14,565 DGSF & 15,421 BGSF - SECOND FLOOR: 14,301 DGSF & 15,137 BGSF 14,301 DGSF & 15,137 BGSF - THIRD FLOOR (ATTIC): 1,766 DGSF & 1,884 BGSF 1,766 DGSF & 1,884 BGSF NEW ADDITION BUILDING AREA: - FIRST FLOOR: 647 DGSF 647 DGSF TOTAL BUILDING AREA WITH ADDITION: 31,279 DGSF 31,279 DGSF EGRESS INFORMATION: OCCUPANCY: BUSINESS OCCUPANCY GROUP B BUSINESS OCCUPANCY GROUP B OCCUPANT LOAD: - FIRST FLOOR: 14,565 SF/100 SF = 145 OCCUPANTS 14,565 SF/100 SF = 145 OCCUPANTS - SECOND FLOOR: 14,301 SF/100 SF = 143 OCCUPANTS 14,301 SF/100 SF = 143 OCCUPANTS - THIRD FLOOR (ATTIC): 1,766 SF/300 SF = 6 OCCUPANTS 1,766 SF/300 SF = 6 OCCUPANTS MINIMUM REQUIRED EXITS: 2 PER STORY 2 PER STORY MAX. "COMMON PATH OF TRAVEL" DISTANCE: 100 FT, IBC TABLE 1006.2.1 100 FT, IBC TABLE 1006.2.1 "COMMON PATH OF TRAVEL" DISTANCE AS DESIGNED DOES NOT EXCEED 100 FT. MAX. TRAVEL DISTANCE TO EXIT: 300 FT, IBC TABLE 1017.2 300 FT, IBC TABLE 1017.2 TRAVEL DISTANCE TO EXIT AS DESIGNED DOES NOT EXCEED 300 FT.

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