Attachment_2_Design_Concept_16DEC16.pdf

PDF 3 MB Posted Mar 3, 2017

Attached to: XUMU 16-6131C Renovate Wildland Fire Team Training Center
Solicitation number: FA4610-17-R-0007
Issued by: Department of the Air Force Space Command

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Attachment 2 - Concept Design

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File	Type	Posted
FA4610-17-R-0007_Conformed_Through_Amendment_0001.pdf	PDF	Mar 28, 2017
16-6131C_Request_for_Information_Responses.pdf	PDF	Mar 28, 2017
Water_Distribution-Bldg_860.pdf	PDF	Mar 28, 2017
19961008_LBP_ARR.pdf	PDF	Mar 28, 2017
20090307_ACM_Survey_Tt.pdf	PDF	Mar 28, 2017
FA4610-17-R-0007-0001.pdf	PDF	Mar 28, 2017
19960910_ACM_LBP_BSAR.pdf	PDF	Mar 28, 2017
20110209_ACM_Survey_BV.pdf	PDF	Mar 28, 2017
Utilities_Map_860.jpg	JPG image	Mar 28, 2017
16-6131C_Sign_in_Roster.pdf	PDF	Mar 20, 2017
Attachment_1_SOW_XUMU166131C_Wildland_Fire_Team_Trng_Ctr_Reno_14_Dec_16.pdf	PDF	Mar 3, 2017
Attachment_3_Wage_Determination.pdf	PDF	Mar 3, 2017
FA4610-17-R-0007.pdf	PDF	Mar 3, 2017

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D A

O F

V A

N D

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B E R

G A

F B

PROJECT #

DRAWING #

D A

G T

ITL

TIT

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A C

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U .S

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Th e in fo rm at io n co nt ai ne d o n th is d ra w in g sh al l r em ai n un d er th e co nt ro l o f t he o rig in at in g re qu es te r o r a ge nc y or ts su cc es so r i n fu nc tio n at a ll t im es

In fo rm at io n sa fe gu ar d in g is th e re sp on sib ilit y of th e in d iv id ua l/a ge nc y/ co m pa ny re qu es tin g th e d at a an d ta ki ng o rig in al p os se ss io n of th is d ra w in g.

R el ea se /d isc lo su re o f d at a to a ny p ar ty b ey on d th e or ig in al re qu es t a nd in te nd ed u se is p ro hi bi te d

. N o pu bl ic p ub lic at io n of th e d at a by a ny m ea ns o r a na ly se s t he re of is au th or ize d

. U po n co m pl et io n of th e us e of th e d at a co nt ai ne d o n th is d ra w in g, th e d ra w in g m us t b e re tu rn ed o r d es tro ye d

D ire ct a ny q ue st io ns to th e En gi ne er in g Su pp or t E le m en t, C

B, a t 8

-6

-4

In fo rm at io n sa fe gu ar d in g re qu ire m en ts a re p er

A N

-1

, A

2, D

O D

R eg

, a nd

Ex ec ut iv e O rd er

(w he n ap pl ic ab le

D O

N O

T D

C A

O R

D A

O N

I R

ORF CE

CCS A E

OMM

XUMU166131C

AS-101

S N

N D

A M

G C

V A

TIO

, B

N , D

TIO

14B00860 - SITE PLAN, DEMOLITION

1/8" = 1'-0"

NORTH

PROJECT

N O

1. CMU TRASH ENCLOSURE TO REMAIN

2. CONCRETE SIDEWALK AND DRIVEWAY APRON TO REMAIN

3. APPROXIMATE LOCATION OF GRADE BREAK TO SITE DRAINAGE; NO WORK THIS

AREA; PROTECT DRAINAGE WAY FROM ANY CONSTRUCTION DRAINAGE

4. STORAGE FACILITY TO REMAIN; NO WORK THIS AREA

5. REMOVE CONCRETE SIDEWALK TO EDGE OF BUILDING AS INDICATED

6. REMOVE TIMBER CURBING, FALL PROTECTION MATERIAL AND EXERCISE

EQUIPMENT; RETAIN EXERCISE EQUIPMENT FOR RELOCATION AND SEE SITE PLAN

FOR INSTALLATION LOCATION

7. HORSE SHOE PIT TO REMAIN; TYPICAL OF TWO LOCATIONS

8. REMOVE CONCRETE PATIO; PROTECT ALL STRUCTURES TO REMAIN

9. CMU BARBECUE PIT WITH INTEGRAL GRILL AND OVERHEAD SHADE STRUCTURE TO

REMAIN; PROTECT FROM CONCRETE REMOVAL

10. REMOVE CMU SEAT WALL (APPROXIMATELY 18" HIGH)

11. GRASS AREA TO REMAIN; CONTRACTOR TO VERIFY IF IRRIGATION SYSTEM EXISTS

AND IS OPERATIONAL; IF IRRIGATION EXISTS, MODIFY AS NEEDED TO

ACCOMMODATE NEW CONSTRUCTION

12. APPROXIMATE LINE OF NEW BUILDING CONSTRUCTION; SEE FLOOR PLAN

13. REMOVE ASPHALT THIS AREA TO PREPARE FOR NEW CONCRETE SLAB AND

COVERED 3-VEHICLE STRUCTURE; SEE CONSTRUCTION SITE PLAN (BID OPTION 1)

14. INSPECT AND REPAIR EXISTING WATERPROOFING AT EXISTING RAISED CMU

PLANTER; REPAIR EXISTING IRRIGATION AND PLANT WITH LOW GROWING NATIVE

SHRUBBERY AS APPROVED BY PROJECT MANAGER

A. FIRE PROTECTION SYSTEMS MUST CONFORM TO FIRE PROTECTION FOR FACILITIES

ENGINEERING, DESIGN AND CONSTRUCTION AND TO NATIONAL FIRE PROTECTION

ASSOCIATION (NFPA) FIRE CODES

B. INSTALL FIRE SPRINKLER PROTECTION THROUGHOUT FACILITY AS REQUIRED TO MEET

NFPA STANDARDS

C. INSTALL FIRE SUPPRESSION SYSTEM OVER RANGE IN HOOD TYPICAL

D. SPRINKLER WATER SUPPLIES FOR SYSTEMS DESIGNED IN ACCORDANCE WITH NFPA 13

SHALL COMPLY WITH FIRE PROTECTION FOR FACILITIES ENGINEERING, DESIGN AND

CONSTRUCTION.

E. ENSURE ADEQUATE SPACE IS INCLUDED IN THE MECHANICAL ROOM FOR THE

SPRINKLER RISER OR, IF NO MECHANICAL ROOM IS IN THE PROJECT, A SPRINKLER

RISER CLOSET WITH ADEQUATE SPACE TO SERVICE THE RISER.

F. FIRE SPRINKLER HEADS SHALL BE RECESSED AS STANDARD DESIGN, WITH AN

EXPOSED HEAD WITH PROTECTIVE CAGE ACCEPTABLE IN UTILITY OR SERVICE

LOCATIONS.

G. FIRE DETECTION/INTERNAL ALARM AND REPORTING SYSTEM SHALL CONFORM TO

THE LATEST EDITION OF NFPA 72, NATIONAL FIRE ALARM CODE.

H. NEW FIRE ALARM CONTROL PANELS SHALL BE COMBINED WITH A MASS

NOTIFICATION SYSTEM IN CONFORMANCE WITH UFC 4-021-01DESIGN & OM: MASS

NOTIFICATION SYSTEMS

I. EACH DORMITORY LIVING/BEDROOM AREA, SHARED SOCIAL SPACES AND DORM

MANAGER OFFICE MUST BE PROVIDED WITH AN APPROVED SINGLE STATION

SMOKE/HEAT DETECTOR POWERED FROM THE BUILDING ELECTRICAL SYSTEM.

J. PROVIDE CARBON MONOXIDE DETECTORS IN APPROPRIATE LOCATIONS

THROUGHOUT FACILITY.

15FIRE PROTECTION NOTES25KEY NOTES

A. CAREFUL COORDINATION IS NEEDED WITH CONSTRUCTION DOCUMENTS

DESCRIBING NEW WORK TO ENSURE THAT BUILDING ELEMENTS INTENDED TO

REMAIN ARE ADEQUATELY PROTECTED AND MAINTAINED. ADDITIONAL

DEMOLITION MAY BE REQUIRED BASED ON INFORMATION FOUND ON OTHER

DRAWINGS.

B. ALL DEMOLITION SHALL BE EXECUTED AS NOT TO DAMAGE (E) ELEMENTS,

INCLUDING LANDSCAPING AND IRRIGATION SYSTEMS WHICH ARE TO REMAIN.

C. EXISTING ELEMENTS TO REMAIN SHALL BE PROTECTED TO THE FULLEST EXTENT

POSSIBLE. ALL ELEMENTS OF THE STRUCTURE THAT ARE TO REMAIN & WHICH ARE

DAMAGED DURING DEMOLITION OPERATIONS SHALL BE REPLACED BY THE

CONTRACTOR AT NO COST TO THE GOVERNMENT.

D. ALL WORK NOT SPECIFICALLY MENTIONED THAT INTERFERES WITH NEW

CONSTRUCTION SHALL BE DEMOLISHED IN A MANNER THAT PROVIDES PROPER

INTERFACE WITH NEW CONSTRUCTION. PATCH AND REPAIR AS NECESSARY.

E. THE CONTRACTOR SHALL ENACT ALL MEASURES NECESSARY TO PROTECT (E)

BUILDING ELEMENTS TO REMAIN. PROMPTLY REPAIR DAMAGE DURING

DEMOLITION TO MATERIALS AND OTHER EXISTING BUILDING ELEMENTS TO REMAIN.

F. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS PRIOR TO BEGINNING WORK.

COMMENCEMENT OF WORK INDICATES ACCEPTANCE BY CONTRACTOR OF

EXISTING CONDITIONS.

G. CONTRACTOR SHALL FIELD VERIFY AND PROTECT ALL (E) UTILITIES AS DIRECTED BY

CONTRACT PRIOR TO STARTING ANY WORK.

H. PROPER MEASURES SHALL BE TAKEN TO CAP, DISCONNECT OR RELOCATE ANY

EXISTING WATER, GAS, ELECTRICAL, WASTE OR COMMUNICATION LINES AS NEEDED

TO SUPPORT NEW CONSTRUCTION.

I. NOTIFY CONTRACTING OFFICER IF ANY EXISTING UTILITY SHALL INTERFERE WITH

CONSTRUCTION. INSPECT, REPAIR AND VERIFY THAT NO OBSTRUCTIONS EXIST IN

ALL UTILITY CHASES & WALLS FOR NEW UTILITY INSTALLATION.

J. PROTECT AND MAINTAIN ALL (E) LANDSCAPE AREAS INSIDE OF INDICATED AREA

OF WORK. ENSURE ALL IRRIGATION IS OPERATING CORRECTLY AND PROVIDE ANY

NECESSARY REPAIRS PRIOR TO COMPLETION OF PROJECT.

K. CONTRACTOR SHALL PROVIDE ACCESS TO ALL AREAS OUTSIDE OF AREA OF WORK

AS OTHER BUILDINGS SHALL BE OCCUPIED DURING CONSTRUCTION.

L. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER AND

INSTALLATION PROJECT MANAGER TO IDENTIFY AREA FOR PROJECT LAYDOWN.

M. CONTRACTOR SHALL ADEQUATELY PROTECT LAYDOWN AREA, ALL WASTE

MANAGEMENT ACTIVITIES AND AREA OF CONSTRUCTION AS ADJACENT FACILITIES

WILL BE OCCUPIED DURING CONSTRUCTION.

N. PRIOR TO COMPLETING CONSTRUCTION, CONTRACTOR SHALL CLEAN THE SITE OF

ALL CONSTRUCTION DEBRIS, SPILLAGE AND DAMAGE TO ALL SITE ELEMENTS TO

INCLUDE WALKWAYS, PARKING LOTS, LANDSCAPING AND ADJACENT FACILITIES.

O. CONTRACTOR SHALL FIELD VERIFY LOCATION AND PROTECT ALL DRAIN INLETS IN

AREA OF WORK AND THOSE AFFECTED BY AREA OF WORK (i.e. WITHIN DRAINAGE

AREA); COORDINATE EFFORT WITH 30 CES/CEAN TO CONFIRM REQUIREMENTS

AND ENSURE COMPLIANCE WITH INSTALLATION, COUNTY AND STATE

REQUIREMENTS.

P. REPLACE ALL EXISTING EXTERIOR AND INTERIOR SIGNAGE TYPICAL THROUGHOUT

FACILITY. ALL NEW SIGNAGE TO MEET STANDARDS AS OUTLINED IN UFC 3-120-01

AIR FORCE SIGN STANDARD & INSTALLATION FACILITIES EXCELLENCE STANDARDS.

45TYPICAL DEMOLITION NOTES

B00860

B00854

7 9

FA4610-17-R-0007

Attachment 2

O F

V A

N D

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B E R

G A

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PROJECT #

DRAWING #

D A

G T

ITL

TIT

S P

A C

E C

O M

M A

N D

U .S

O R

C E

E O

TIO

N S

R el ea se /d isc lo su re o f d at a to a ny p ar ty b ey on d th e or ig in al re qu es t a nd in te nd ed u se is p ro hi bi te d

. N o pu bl ic p ub lic at io n of th e d at a by a ny m ea ns o r a na ly se s t he re of is au th or ize d

. U po n co m pl et io n of th e us e of th e d at a co nt ai ne d o n th is d ra w in g, th e d ra w in g m us t b e re tu rn ed o r d es tro ye d

D ire ct a ny q ue st io ns to th e En gi ne er in g Su pp or t E le m en t, C

B, a t 8

-6

-4

In fo rm at io n sa fe gu ar d in g re qu ire m en ts a re p er

A N

-1

, A

2, D

O D

R eg

, a nd

Ex ec ut iv e O rd er

(w he n ap pl ic ab le

D O

N O

T D

C A

O R

D A

O N

I R

ORF CE

CCS A E

OMM

XUMU166131C

AS-102

S N

N D

A M

G C

V A

TIO

, B

14B00860 - SITE PLAN

1/8" = 1'-0"

NORTH

PROJECT

N O

1. CONCRETE PATIO/SIDEWALK AS SHOWN; 4" THICK CONCRETE SLAB WITH #3

REBAR 24" o.c. EACH WAY TYPICAL; EXPANSION/CONTROL JOINTS AS SHOWN

2. RELOCATED EXERCISE EQUIPMENT IN AREA WITH NEW 6" CONCRETE CURB AND

CERTIFIED FALL MATERIAL; CONTRACTOR TO VERIFY REQUIRED CLEARANCES

AROUND EQUIPMENT AND NOTIFY GOVERNMENT OF ANY ISSUES PRIOR TO

INSTALLATION

3. EXISTING CMU BARBECUE TO REMAIN; REFURBISH STEEL HARDWARE AS NEEDED

4. AREA OF NEW CONSTRUCTION; SEE FLOOR PLAN FOR ADDITIONAL INFORMATION

5. POWERWASH ALL EXISTING CONCRETE SIDEWALKS TO REMAIN AROUND FACILITY;

VERIFY EXTENT WITH FACILITY MANAGER

6. EXISTING LAWN AREA TO REMAIN; VERIFY CONDITION OF EXISTING IRRIGATION

SYSTEM AND REPAIR AS NECESSARY TO BRING TO FULL OPERATING ORDER

7. EXISTING ASPHALT AREA TO REMAIN UNLESS NOTED OTHERWISE; PROTECT FROM

ALL PROJECT WORK AND, IF NECESSARY, MAKE REPAIRS FROM DAMAGE

CREATED BY NEW WORK

8. APPROXIMATELY 28' x 61' REINFORCED CONCRETE SLAB FOR EQUIPMENT

PARKING (NEW MASTICATORS); VERIFY EQUIPMENT LOADS AND PROVIDE

APPROPRIATE THICKNESS AND REINFORCING TO SUPPORT LARGE VEHICLE LOADS

(BID OPTION 1)

9. OVERHANG, FRONT AND BACK, OF NEW METAL CANOPY; CANOPY TO HAVE

PROPER CLEARANCES FOR NEW EQUIPMENT (CLEAR HEIGHT AND COLUMN

SPACING); RIDGED METAL ROOF WITH METAL GUTTERS/DOWNSPOUTS; COLORS

TO MEET BASE FACILITIES EXCELLENCE STANDARDS (BID OPTION 1)

10. APPROXIMATE LINE OF GRADE BREAK (DRAINAGE CULVERT) AT EDGE OF SITE;

FIELD VERIFY EXACT LOCATION

11. APPROXIMATE LOCATION OF WOOD POSTS (5 TOTAL) FOR EXISTING WOOD

SHADE STRUCTURE TO REMAIN

12. APPROXIMATE LOCATION OF NEW 4" CONCRETE CURB FOR CONTAINMENT OF

NEW COMPLIANT FALL MATERIAL (SHREDDED RUBBER) AROUND EXERCISE

EQUIPMENT

13. LINE OF EXISTING OVERHANG TO REMAIN

15KEY NOTES

B00860

B00854

35'-9 1/2"

'-2

'-4

'-7

6'35'-2 1/2"

1 2 3 4 5 7 8 9 106

193.6 SF

SUPPLY RM

174.6 SF

TOOL RM

91.4 SF

ELECT/MECH RM

526.3 SF

DAYROOM

382.6 SF

LOBBY

350.6 SF

TRAINING OFFICE

135.9 SF

SIMULATOR RM

1,105.5 SF

CLASSROOM 1

766.2 SF

CLASSROOM 2

668.0 SF

CLASSROOM 3

42.8 SF

COMM

42.8 SF

STORAGE

224.8 SF

BREAK RM

89.3 SF

OFFICE

315.1 SF

OPEN OFFICE161.6 SF

CDR1A

CORRIDOR

299.9 SF

CDR1B

CORRIDOR

194.1 SF

KITCHEN

163.9 SF

MEN

169.8 SF

WOMEN

401.3 SF

FITNESS

274.1 SF

LOCKER

MODELNUMBERTRADENAMEPRODUCTMATERIAL

D A

O F

V A

N D

E N

B E R

G A

F B

PROJECT #

DRAWING #

D A

G T

ITL

TIT

S P

A C

E C

O M

M A

N D

U .S

O R

C E

E O

TIO

N S

R el ea se /d isc lo su re o f d at a to a ny p ar ty b ey on d th e or ig in al re qu es t a nd in te nd ed u se is p ro hi bi te d

. N o pu bl ic p ub lic at io n of th e d at a by a ny m ea ns o r a na ly se s t he re of is au th or ize d

. U po n co m pl et io n of th e us e of th e d at a co nt ai ne d o n th is d ra w in g, th e d ra w in g m us t b e re tu rn ed o r d es tro ye d

D ire ct a ny q ue st io ns to th e En gi ne er in g Su pp or t E le m en t, C

B, a t 8

-6

-4

In fo rm at io n sa fe gu ar d in g re qu ire m en ts a re p er

A N

-1

, A

2, D

O D

R eg

, a nd

Ex ec ut iv e O rd er

(w he n ap pl ic ab le

D O

N O

T D

C A

O R

D A

O N

I R

ORF CE

CCS A E

OMM

XUMU166131C

AD-101

S N

N D

A M

G C

V A

TIO

, B

O R

N , D

TIO

22B00860 - FLOOR PLAN, DEMOLITION

1/8" = 1'-0"

NORTH

PROJECT

N O

1. REMOVE ALL SUSPENDED CEILING ASSEMBLY TO INCLUDE LIGHTS, DETECTORS,

ALARMS; KEEP ALL ELECTRICAL FIXTURES TO BE REUSED AS POSSIBLE

2. REMOVE WINDOWS AND FIXED PANELS THIS AREA; PREPARE AREA FOR NEW

OPENING, DOORS, WINDOWS, ADDITION OR WALL INFILL PER FLOOR PLAN

3. REMOVE INTERIOR NON-BEARING WALL; CAP ALL UTILITIES NOT TO BE REUSED

BACK TO SOURCE

4. REMOVE SUSPENDED CEILING ASSEMBLY AS NEEDED TO ACCOMMODATE NEW

WALL TO INCLUDE LIGHTS, DETECTORS, ALARMS; KEEP ALL ELECTRICAL FIXTURES

TO BE REUSED AS POSSIBLE

5. REMOVE CARPET IN OFFICE TO BE REPLACED TO ACCOMMODATE NEW WALL

LOCATION

6. PROTECT ALL FINISHES TO REMAIN; REMOVE CARPETING TO BE REPLACED

7. SAWCUT CONCRETE SLAB AS NEEDED TO INSTALL PLUMBING FIXTURE WASTE

LINES; SEE FLOOR PLAN FOR LAYOUT INFORMATION

8. REMOVE ALL FINISHES TO INCLUDE FLOOR AND WALL TILE, FIXTURES TO INCLUDE

SUPPLY AND WASTE LINES, ELECTRICAL FIXTURES TO INCLUDE LIGHTS, SWITCHES,

OUTLETS AND WIRING; AREA TO BE PREPARED FOR ALL NEW WORK, SEE FLOOR

PLAN FOR ADDITIONAL INFORMATION

9. REMOVE DOOR; PREPARE OPENING TO BE FILLED OR INSTALL NEW DOOR; SEE

FLOOR PLAN FOR ADDITIONAL INFORMATION

10. REMOVE NON-BEARING HALF WALL; PREPARE FLOOR TO RECEIVE FINISH

11. KITCHEN CABINETS, COUNTERS, APPLIANCES TO INCLUDE ALL OUTLETS AND

CONNECTIONS TO REMAIN

12. VERIFY THAT EXISTING PANELS, COMM SWITCHES AND WATER HEATER ARE

ADEQUATE TO HANDLE NEW LOADS; IF NOT, IMPROVE AND UPGRADE AS

NEEDED

13. REMOVE ALL FLOOR TILE TO LOCATION OF NEW WALL IN CORRIDOR; PREPARE

FLOOR TO RECEIVE NEW TILE; SEE FLOOR PLAN FOR ADDITIONAL INFORMATION

14. PRESERVE AND PROTECT MURAL ON CONCRETE BLOCK WALL TO REMAIN

15. REMOVE SUSPENDED CEILING TO INCLUDE LIGHT FIXTURES AND VERTICAL

ANGLED SECTIONS OF CEILING; PRESERVE AND PROTECT ANY DETECTORS OR

ALARMS TO REINSTALL; PREPARE AREA TO RECEIVE NEW SUSPENDED CEILING;

NEW CEILING TO ACCOMMODATE EXISTING HIGH WINDOWS (NOW COVERED)

16. REMOVE ENOUGH SUSPENDED CEILING TO ACCOMMODATE MATCH (GRID

ALIGNMENT, FINISHES) TO CEILING TO REMAIN IN DAYROOM; REUSE LIGHTS IN

CEILING AS NEEDED.

17. LINE OF ROOF OVERHANG; REMOVE AS NEEDED TO ACCOMMODATE ADDITION

TO FACILITY

18. REMOVE CARPET IN THIS ROOM; SEE FLOOR PLAN FOR EXTENT AND

INFORMATION REGARDING NEW CARPET/FLOORING TO BE INSTALLED

19. REMOVE CORRIDOR TILE TO THIS LOCATION; TILE TO REMAIN IN REST OF

CORRIDOR, LOBBY AND BREAK ROOM

20. PREP WALLS FOR NEW PAINT; REPAIR AND PATCH WALLS AS NEEDED TO PROVIDE

CLEAN FINISH

21. REMOVE FLOORING IN THESE AREAS TO BE REPLACED

22. REMOVE PIN MOUNTED METAL LETTERS ON CMU WALL; PATCH AND REPAIR WITH

MATCHING COLOR GROUT AND PREPARE FOR INSTALLATION OF NEW LETTERING

25KEY NOTES

A.2

193.6 SF

SUPPLY RM

174.6 SF

TOOL RM

91.4 SF

ELECT/MECH RM

524.8 SF

DAYROOM

382.6 SF

LOBBY

350.6 SF

TRAINING OFFICE

135.9 SF

SIMULATOR RM

1105.5 SF

CLASSROOM 1

766.2 SF

CLASSROOM 2

668.0 SF

CLASSROOM 3

42.8 SF

COMM

42.8 SF

STORAGE

224.8 SF

BREAK RM

165.2 SF

MEN'S LOCKER RM

264.2 SF

MEN'S RESTRM

180.3 SF

WOMEN'S RESTRM

WOMEN

69.0 SF

LOCKER RM

30 CES

300.3 SF

OPEN OFFICE

AFCEC

221.2 SF

OPEN OFFICE

AFCEC

102.5 SF

OFFICE

AFCEC

105.4 SF

OFFICE

30 CES

105.4 SF

OFFICE

30 CES

102.5 SF

OFFICE

613.8 SF

FITNESS

30 CES

221.2 SF

OPEN OFFICE

164.7 SF

MEN'S SHWR RM

30 CES

101.5 SF

OFFICE

12.8 SF

JAN

161.6 SF

CDR1A

CORRIDOR

299.9 SF

CDR1B

CORRIDOR

124.0 SF

CDR1C

CORRIDOR

192.9 SF

KITCHEN

2 3 4 5 7 8 9 10

C.1

A.1

C.2

12'-0" 8'-0" 20'-0"7" 7"

9'-5"9'-5" 10'-7" 10'-7"

41'-2"

3' -7

'-0

3' -3

'-1

2" 8' -0

11'-3" 8'-9" 20'-0"4 3/4" 4 3/4"

'-1

40'-9 1/2"

1' -4

'-4

8' -0

8'-0" 8'-0"

9'-8 1/2"

'-8

6' -9

MODELNUMBERTRADENAMEPRODUCTMATERIAL

D A

O F

V A

N D

E N

B E R

G A

F B

PROJECT #

DRAWING #

D A

G T

ITL

TIT

S P

A C

E C

O M

M A

N D

U .S

O R

C E

E O

TIO

N S

R el ea se /d isc lo su re o f d at a to a ny p ar ty b ey on d th e or ig in al re qu es t a nd in te nd ed u se is p ro hi bi te d

. N o pu bl ic p ub lic at io n of th e d at a by a ny m ea ns o r a na ly se s t he re of is au th or ize d

. U po n co m pl et io n of th e us e of th e d at a co nt ai ne d o n th is d ra w in g, th e d ra w in g m us t b e re tu rn ed o r d es tro ye d

D ire ct a ny q ue st io ns to th e En gi ne er in g Su pp or t E le m en t, C

B, a t 8

-6

-4

In fo rm at io n sa fe gu ar d in g re qu ire m en ts a re p er

A N

-1

, A

2, D

O D

R eg

, a nd

Ex ec ut iv e O rd er

(w he n ap pl ic ab le

D O

N O

T D

C A

O R

D A

O N

I R

ORF CE

CCS A E

OMM

XUMU166131C

A-101

S N

N D

A M

G C

V A

TIO

, B

O R

NORTH

PROJECT

N O

12KEY NOTES

1. PATCH, TEXTURE AS NEEDED AND PAINT ALL WALLS THIS ROOM; PAINT ALL

DOORS, DOOR FRAME, WINDOWS AND WINDOW FRAMES; INSTALL NEW CARPET

AND CARPET BASE

2. NEW 2x WALL TO MATCH THICKNESS OF EXISTING WALL TO INCLUDE GYPSUM

WALLBOARD AT AREA OF WINDOW REMOVAL

3. PROTECT AND PRESERVE EXISTING CERAMIC TILE IN CORRIDOR,

ELECTRICAL/MECH ROOM, LOBBY, BREAK ROOM AND KITCHEN; CLEAN AND

SEAL ALL EXISTING GROUT JOINTS

4. INSTALL NEW CARPET AND 4" CARPET BASE

5. EXISTING WINDOWS TO REMAIN; INSPECT AND REPAIR ANY WINDOW GASKETS

AND/OR WINDOW FRAME DAMAGE/LEAKING AND REPAIR AS NEEDED.

6. INSTALL NEW SUSPENDED ACOUSTICAL CEILING THROUGHOUT SPACE, HIGH

ENOUGH TO CLEAR WINDOW CLEARSTORY; MODIFY SYSTEMS ABOVE CEILING TO

FIT ABOVE; ADD NEW LIGHTING, HVAC VENTS, FIRE SPRINKLERS AND ALARM

SYSTEMS (HEAT/SMOKE DETECTORS) IN NEW CEILING; CEILING SYSTEM TO BE

ARMSTRONG SUPRAFINE XL GRID, WHITE, WITH 2x2 CIRRUS TEGULAR CEILING

TILES, WHITE, NRC: 0.70 OR APPROVED EQUAL

7. EXISTING PLANTER; REMOVE PLANTS AND SOIL TO REPLACE WITH NEW SOIL AND

NATIVE PLANTING; ENSURE IRRIGATION SYSTEM IS OPERATING AND REPAIR AS

NECESSARY

8. PATCH, TEXTURE AS NEEDED AND PAINT ALL WALLS THIS ROOM; PAINT ALL

DOORS, DOOR FRAME, WINDOWS AND WINDOW FRAMES

9. INSTALL 8" HIGH CAST ALUMINUM LETTERS, BRONZE FINISH; SEE EXTERIOR

ELEVATIONS FOR ADDITIONAL INFORMATION

10. TYPICAL NEW WALL: 3.5" METAL STUDS WITH FIBERGLASS BATT SOUND INSULATION,

FLOOR TO ROOF DECK, WITH 5/8" DRYWALL AT INTERIOR SURFACES; SEE EXTERIOR

ELEVATIONS FOR EXTERIOR MATERIALS

11. REPLACE EXISTING WATER HEATER; CONTRACTOR TO DETERMINE SIZE AND NEED

FOR HOT WATER HEATING IN FACILITY WITH INCREASED OCCUPANT LOAD

12. EXISTING WASHER, DRYER, MOP SINK AND OVERHEAD CABINET TO REMAIN

13. INSTALL NEW CONTRAST TILE IN EXISTING TILE BED TO REPAIR FLOOR FROM WALL

REMOVAL; FINAL TILE SELECTION TO BE APPROVED BY 30 CES PRIOR TO

INSTALLATION

14. EXTEND AND EXPAND EXISTING FACILITY UTILITY SYSTEMS (POWER, COMM, HVAC,

WATER, SEWER) TO ADDITIONS AS APPROPRIATE TO SUPPORT ADDITIONAL

FACILITY LOADS; CONTRACTOR SHALL DETERMINE AND DEMONSTRATE

PROPOSED CHANGES OR LACK OF TO THE SATISFACTION OF THE CONTRACTING

OFFICER

15. BANK OF BLAST RESISTANT WINDOWS; 4060 WITH 2040 AWNING WINDOW AT

BOTTOM PANE (SEE EXTERIOR ELEVATIONS); DARK BRONZE FRAMES

16. PROTECT AND ENCLOSE EXISTING MURAL ON CMU WALL INSIDE NEW FITNESS

CENTER

17. RUBBERIZED FLOORING SUITABLE FOR AREAS WITH WEIGHTLIFTING EQUIPMENT

(FREE WEIGHTS AND MACHINES)

18. 3" THICK HORIZONTAL INSULATED METAL WALL PANEL SYSTEM AT EXTERIOR OF

NEW WALLS; CENTRIA FORMAWALL DIMENSION SERIES, FINISH FLUOROFINISH

VERSACOR ELITE AM, 9963XL COPPER METALLIC OR APPROVED EQUAL

19. PAINT EXISTING EXTERIOR OF EXISTING FACILITY TO SAME COLOR SCHEME

(COLORS TO BE PER STANDARD INSTALLATION APPROVED COLORS NOTED IN THE

FACILITIES EXCELLENCE STANDARDS); POWER WASH ALL EXISTING UNFINISHED

CMU WALLS

20. FULL HEIGHT STOREFRONT SYSTEM WITH OBSCURE TEMPERED GLAZING AS SHOWN

34FLOOR PLAN

1/8" = 1'-0"

1 3

1 4

A-401

A. NEW OFFICE DOORS 3070, SOLID CORE WOOD DOORS, WOOD VENEER TO

MATCH EXISTING DOORS TO REMAIN

B. ALL OTHER DOORS ARE EXISTING TO REMAIN, SANDED AND REFINISHED; REMOVE

HARDWARE TO BE REPLACED

C. ALL DOORS, NEW AND EXISTING, TO RECEIVE SCHLAGE HARDWARE, AL-SERIES,

GRADE 2 CYLINDER, AL-50PD ENTRANCE/OFFICE LOCK, JUPITER LEVER, 626 SATIN

CHROMIUM PLATED, ABLE TO ACCEPT A SCHLAGE 6-PIN CYLINDER;

CONTRACTOR TO PROVIDE CONSTRUCTION CYLINDERS AND GOVERNMENT WILL

PROVIDE FINAL CYLINDERS AND KEYS

13TYPICAL NOTES

DOOR SCHEDULE

DOOR NUMBER WIDTH HEIGHT THICKNESS

DOOR FRAME

STC RATING FIRE RATING COMMENTSCONFIGURATION PANEL TYPE MATERIAL TYPE MATERIAL

1 3'-0" 7'-0" 1 3/4" SINGLE DOOR FLUSH WOOD SINGLE DOOR HOLLOW METAL 45 MIN N/A

EXISTING DOOR TO REMAIN; REPLACE

HARDWARE AND REFINISH DOOR TO MATCH

NEW DOORS

2 6'-0" 7'-0" 1 3/4" DOUBLE DOOR BLAST RES

STOREFRONT ALUMNINUM DOUBLE DOOR ALUMNINUM -- N/A FRAME FINISH (BRUSHED ALUMINUM, BRONZED ALUMINUM)

3 3'-0" 7'-0" 1 3/4" SINGLE DOOR FLUSH WOOD SINGLE DOOR HOLLOW METAL 45 N/A

4 6'-0" 7'-0" 1 3/4" DOUBLE DOOR STOREFRONT ALUMINUM DOUBLE DOOR ALUMINUM -- N/A EXISTING STORE FRONT DOOR TO REMAIN

5 3'-0" 7'-0" 1 3/4" SINGLE DOOR FLUSH WOOD SINGLE DOOR HOLLOW METAL -- N/A

DOOR WITH CLOSER, ADA COMPLIANT

STAINLESS STEEL PUSH/PULL HARDWARE AND

KICKPLATES

6 16'-0" 8'-0" 1 3/4" OVERHEAD DR -- ALUM/GLASS SINGLE DOOR HOLLOW METAL -- N/A

OVERHEAD DOOR FOR FITNESS AREA

ACCESS TO OUTDOOR EQUIPMENT; PROVIDE

SUITABLE SEALS FOR WEATHERPROOF

INSTALLATION

1 1

3 3

16 17

CROSSVILLE BUENOS AIRES MOOD SALIENT CHARACTERISTICS

WALL TILE: 12x24 POLISHED TILE, 10.5 mm THICK, POLISHED FINISH; PROVIDE 4x24 BULLNOSE TILE AT TOP AND 6x12 COVE BASE TILE AS WELL AS MANUFACTURED

OUTSIDE CORNERS (NO BEVEL CUT TILE AT OUTSIDE CORNERS)

FLOOR TILE: 2x2 MOSAIC TILE, 10.5 mm THICK, UNPOLISHED FINISH;

PRODUCT PERFORMANCE (TYPICAL FOR WALL AND FLOOR TILE):

BREAKING STRENGTH: >425lbf (ASTM C648)

BOND STRENGTH: >200 psi (ASTM C482)

CHEMICAL RESISTANCE: UNAFFECTED (ASTM C650)

FROST RESISTANCE: RESISTANT (ASTM C1026)

WATER ABSORPTION: <0.10% (ASTM C373)

SCRATCH HARDNESS: 8 (MOHS SCALE)

WET DYNAMIC COEFFICIENT OF FRICTION RANGE:

POLISHED (PO) 0.31-0.41 (ACUTEST)

UNPOLISHED (UP) 0.50-0.60 (ACUTEST)

TEXTURED (TX) 0.50-0.60 (ACUTEST)

CENTRIA FORMAWALL DIMENSION SERIES SALIENT CHARACTERISTICS

PREFINISHED METAL PANELS: 24" HIGH PANELS, FULL WIDTH OF APPLICATION WITH

MANUFACTURED INSIDE/OUTSIDE CORNERS, 2" THICK

PANEL THICKNESS: 2"

SIDE JOINT: DOUBLE TONGUE AND GROOVE

END JOINT: 5/8" INSULATED METAL VERTICAL JOINT

CORE MATERIAL: POURED-IN-PLACE POLYISOCYANURATE

SIDE JOINT REVEAL: 1/2"

EXTERIOR FACE: 20 GA. SMOOTH, FLAT

INTERIOR LINER: 22 GA. EMBOSSED, FLAT

FINISH: FLUOROFINISH COATING SYSTEM

0.8 MIL NOMINAL COLOR COAT

0.2 MIL NOMINAL PRIMER

SUBSTRATE: G-90 GALVANIZED STEEL

PERFORMANCE CHARACTERISTICS:

· DEW CYCLE WEATHEROMETER TEST (ASTM D 366T): PASSES 1,000 HOURS. COLOR

CHANGE: NO MORE THAN 5 Δ (HUNTER) UNITS. CHALK: RATING NO LESS THAN 8.

· SPECULAR GLOSS (ASTM D523 AT 60°): COATING SHALL HAVE A GLOSS OF 20-35

TYPICAL.

· CHALKING RESISTANCE (ASTM D4214): MAXIMUM RATING OF 8.

· COLOR CHANGE (ASTM D2247): MAXIMUM 5 Δ E (HUNTER) UNITS CHANGE.

· HUMIDITY TEST (ASTM D2247): 100% RELATIVE HUMIDITY AT 100°F. PASSES 2,000

HOURS. NO BLISTERS.

· SALT SPRAY (ASTM B117): PASSES 1,000 HOURS WITH LESS THAN 1/16" CREEPAGE

FROM SCRIBE; NO BLISTERS.

· POLLUTION RESISTANCE TEST (ASTM D1308): 10% HCL, 15 MINUTES – NO EFFECT;

20% H2SO4, 18 HOURS – NO EFFECT.

· T-BEND (ASTM D4145): 0-T TO 2-T NO LOSS OF ADHESION.

· IMPACT RESISTANCE TEST (ASTM D2794): NO LOSS OF ADHESION.

· ABRASION RESISTANCE TEST FALLING SAND (ASTM D968): LITERS TO EXPOSE 5/32

OF SUBSTRATE – 50 LITERS.

· SUBSTRATE: STANDARD G-90 HOT-DIP GALVANIZED STEEL CONFORMING TO ASTM

A924 AND ASTM A653 STRUCTURAL QUALITY

ARMSTRONG SUSPENDED CEILING SALIENT CHARACTERISTICS

ACOUSTIC CEILING TILE: ARMSTRONG SUPRAFINE XL GRID, WHITE, WITH 2x2 CIRRUS

TEGULAR CEILING TILES, WHITE, NRC: 0.70 OR APPROVED EQUAL

PRODUCT PERFORMANCE:

9/16" EXPOSED TEE SYSTEM: HOT DIPPED GALVANIZED STEEL WITH BAKED

POLYESTER PAINT OR POWDER COATED, (ASTM C635); FACE DIMENSION 9/16",

DUTY CLASSIFICATION MINIMUM INTERMEDIATE DUTY

CEILING TILES: 9/16" BEVELED TEGULAR, 24" x 24" TILES, NRC: 0.70 MINIMUM, CAC:

35 OR BETTER, CLASS A FIRE RATING, 0.86 LIGHT REFLECTANCE, ANTI-MOLD AND

MILDEW, SAG RESISTANT (HUMIDITY), CERTIFIED LOW VOC EMISSIONS, STANDARD

WHITE

15SALIENT CHARACTERISTICS

134578910 6 2

E D C B A

VANDENBERG

HOT SHOT CREW &

INTERAGENCY FIRE

TRAINING CENTER

9875431 2 6 10

EDCBA

D A

O F

V A

N D

E N

B E R

G A

F B

PROJECT #

DRAWING #

D A

G T

ITL

TIT

S P

A C

E C

O M

M A

N D

U .S

O R

C E

E O

TIO

N S

R el ea se /d isc lo su re o f d at a to a ny p ar ty b ey on d th e or ig in al re qu es t a nd in te nd ed u se is p ro hi bi te d

. N o pu bl ic p ub lic at io n of th e d at a by a ny m ea ns o r a na ly se s t he re of is au th or ize d

. U po n co m pl et io n of th e us e of th e d at a co nt ai ne d o n th is d ra w in g, th e d ra w in g m us t b e re tu rn ed o r d es tro ye d

D ire ct a ny q ue st io ns to th e En gi ne er in g Su pp or t E le m en t, C

B, a t 8

-6

-4

In fo rm at io n sa fe gu ar d in g re qu ire m en ts a re p er

A N

-1

, A

2, D

O D

R eg

, a nd

Ex ec ut iv e O rd er

(w he n ap pl ic ab le

D O

N O

T D

C A

O R

D A

O N

I R

ORF CE

CCS A E

OMM

XUMU166131C

A-201

S N

N D

A M

G C

V A

TIO

, B

TIO

S, D

TIO

34B00860 - EXTERIOR ELEVATIONS, DEMOLITION

1/8" = 1'-0"

SOUTH ELEVATION

EAST ELEVATION

NORTH ELEVATION

WEST ELEVATION

1. REMOVE WINDOWS AND FIXED PANELS THIS AREA; PREPARE AREA FOR NEW

OPENING, DOORS, WINDOWS, ADDITION OR WALL INFILL PER FLOOR PLAN

2. PRESERVE AND PROTECT MURAL ON CONCRETE BLOCK WALL TO REMAIN

3. LINE OF ROOF OVERHANG; REMOVE AS NEEDED TO ACCOMMODATE ADDITION

TO FACILITY

4. PREP WALLS FOR NEW PAINT; REPAIR AND PATCH WALLS AS NEEDED TO PROVIDE

CLEAN FINISH

5. REMOVE PIN MOUNTED METAL LETTERS ON CMU WALL; PATCH AND REPAIR WITH

MATCHING COLOR GROUT AND PREPARE FOR INSTALLATION OF NEW LETTERING

6. EXISTING WOOD TRELLIS OVERHANG TO REMAIN; INSPECT FOR DAMAGE TO BE

REPAIRED AND PREPARE FOR REFINISH

7. EXISTING ELECTRICAL EQUIPMENT TO REMAIN

8. EXISTING WINDOWS TO REMAIN; INSPECT FOR ANY DAMAGE OR EVIDENCE OF

LEAKING AND REPAIR AS NEEDED

1 1

8 4

11KEY NOTES

134578910 6 2

E D C B A

9875431 2 6 10

EDCBA

VANDENBERG AFB HOT SHOTS,

WEST COAST WILDLAND FIRE CENTER

& INTERAGENCY FIRE TRAINING CENTER

D A

O F

V A

N D

E N

B E R

G A

F B

PROJECT #

DRAWING #

D A

G T

ITL

TIT

S P

A C

E C

O M

M A

N D

U .S

O R

C E

E O

TIO

N S

R el ea se /d isc lo su re o f d at a to a ny p ar ty b ey on d th e or ig in al re qu es t a nd in te nd ed u se is p ro hi bi te d

. N o pu bl ic p ub lic at io n of th e d at a by a ny m ea ns o r a na ly se s t he re of is au th or ize d

. U po n co m pl et io n of th e us e of th e d at a co nt ai ne d o n th is d ra w in g, th e d ra w in g m us t b e re tu rn ed o r d es tro ye d

D ire ct a ny q ue st io ns to th e En gi ne er in g Su pp or t E le m en t, C

B, a t 8

-6

-4

In fo rm at io n sa fe gu ar d in g re qu ire m en ts a re p er

A N

-1

, A

2, D

O D

R eg

, a nd

Ex ec ut iv e O rd er

(w he n ap pl ic ab le

D O

N O

T D

C A

O R

D A

O N

I R

ORF CE

CCS A E

OMM

XUMU166131C

A-202

S N

N D

A M

G C

V A

TIO

, B

TIO

34B00860 - EXTERIOR ELEVATIONS, CONSTRUCTION

1/8" = 1'-0"

SOUTH ELEVATION

EAST ELEVATION

NORTH ELEVATION

WEST ELEVATION

1. PATCH, TEXTURE EXTERIOR WALLS, TRIM AND OPENINGS AS NEEDED; PAINT ALL

EXTERIOR WALLS TO SAME COLOR SCHEME; PAINT ALL DOORS, DOOR FRAMES,

WINDOWS AND WINDOW FRAMES, SHEET METAL AND ANY UTILITIES ON OUTSIDE

OF FACILITY

2. NEW 2x WALL TO MATCH THICKNESS OF EXISTING WALL TO INCLUDE GYPSUM

WALLBOARD AT AREA OF WINDOW REMOVAL

3. EXISTING WINDOWS TO REMAIN; INSPECT AND REPAIR ANY WINDOW GASKETS

AND/OR WINDOW FRAME DAMAGE/LEAKING AND REPAIR AS NEEDED.

4. EXISTING PLANTER; REMOVE PLANTS AND SOIL TO REPLACE WITH NEW SOIL AND

NATIVE PLANTING; ENSURE IRRIGATION SYSTEM IS OPERATING AND REPAIR AS

NECESSARY

5. INSTALL 6" HIGH CAST ALUMINUM LETTERS, BRONZE FINISH

6. OUTLINE OF BUILDING BEYOND SHOWN FOR REFERENCE

7. BANK OF BLAST RESISTANT WINDOWS; 4060 WITH 2040 AWNING WINDOW AT

BOTTOM PANE (SEE EXTERIOR ELEVATIONS); DARK BRONZE FRAMES

8. SUSPENDED METAL AWNING AT NEW WINDOWS AS SHOWN FOR WEATHER AND

SUN PROTECTION

9. 4060 FIXED WINDOWS ADJACENT TO ROLL-UP DOOR; DARK BRONZE FRAMES

10. 8'-0" x 16'-0" ROLL-UP DOOR WITH DUAL GLAZED GLASS PANES AND WEATHER

STRIPPING TO MAKE DOOR AS WEATHERPROOF AND AIR TIGHT AS POSSIBLE

11. 3" THICK HORIZONTAL INSULATED METAL WALL PANEL SYSTEM AT EXTERIOR OF

NEW WALLS; CENTRIA FORMAWALL DIMENSION SERIES, FINISH FLUOROFINISH

VERSACOR ELITE AM, 9963XL COPPER METALLIC OR APPROVED EQUAL

12. PAINT EXISTING EXTERIOR OF EXISTING FACILITY TO SAME COLOR SCHEME

(COLORS TO BE PER STANDARD INSTALLATION APPROVED COLORS NOTED IN THE

FACILITIES EXCELLENCE STANDARDS); POWER WASH ALL EXISTING UNFINISHED

CMU WALLS

11 1

1 1

33 3

11 11

12 12

12KEY NOTES

193.6 SF

SUPPLY RM

224.8 SF

BREAK RM

165.2 SF

MEN'S LOCKER RM

264.2 SF

MEN'S RESTRM

180.3 SF

WOMEN'S RESTRM

WOMEN

69.0 SF

LOCKER RM

164.7 SF

MEN'S SHWR RM

12.8 SF

JAN

299.9 SF

CDR1B

CORRIDOR

124.0 SF

CDR1C

CORRIDOR

2 3 4 5 7

C.1

10'-0" 6'-0" 4'-7" 6'-10" 6'-3 1/2"

3'-2"

3'-2" 11'-6 33/64" 13'-6" 6'-0"

1' -4

"4' -0

1' -0

"4' -9

-9

1'-1"

2'-1"

1'-0"

6'-5" 2'-8" 6'-6" 3'-5"

1'-4"

11'-4" 6'-9"

1'-2"

11'-0 1/2"

4 1/2"

2' -1

0" 3'

-0

7' -4

D A

O F

V A

N D

E N

B E R

G A

F B

PROJECT #

DRAWING #

D A

G T

ITL

TIT

S P

A C

E C

O M

M A

N D

U .S

O R

C E

E O

TIO

N S

R el ea se /d isc lo su re o f d at a to a ny p ar ty b ey on d th e or ig in al re qu es t a nd in te nd ed u se is p ro hi bi te d

. N o pu bl ic p ub lic at io n of th e d at a by a ny m ea ns o r a na ly se s t he re of is au th or ize d

. U po n co m pl et io n of th e us e of th e d at a co nt ai ne d o n th is d ra w in g, th e d ra w in g m us t b e re tu rn ed o r d es tro ye d

D ire ct a ny q ue st io ns to th e En gi ne er in g Su pp or t E le m en t, C

B, a t 8

-6

-4

In fo rm at io n sa fe gu ar d in g re qu ire m en ts a re p er

A N

-1

, A

2, D

O D

R eg

, a nd

Ex ec ut iv e O rd er

(w he n ap pl ic ab le

D O

N O

T D

C A

O R

D A

O N

I R

ORF CE

CCS A E

OMM

XUMU166131C

A-401

S N

N D

A M

G C

V A

TIO

, B

O M

O R

TIO

N S

15B00860 - INTERIOR ELEVATIONS

1/8" = 1'-0"

NORTH

PROJECT

N O

12KEY NOTES32B00860 - ENLARGED RESTROOM PLAN

1/8" = 1'-0"

1. ADA ACCESSIBLE TOILET COMPARTMENT WITH SOLID PHENOLIC CEILING HUNG

PARTITIONS, LOW FLOW WALL-HUNG TOILET WITH AUTOMATIC FLUSH VALVE

2. TYPICAL ACCESSORIES IN EACH TOILET COMPARTMENT: TWO ROLL TOILET PAPER

DISPENSER, TOILET SEAT COVER DISPENSER, NAPKIN DISPOSAL (WOMENTS

RESTROOM ONLY)

3. SOLID SURFACE COUNTERTOP WITH UNDERMOUNT PORCELAIN SINK AND

AUTOMATIC FAUCETS/SOAP DISPENSERS

4. CERAMIC TILE: FLOOR TO BE 2x2 CROSSVILLE LDI BUENOS AIRES, COLOR TBD;

WALL TILE TO BE FULL HEIGHT ON WET WALLS, 48" WAINSCOT ON ALL OTHER

WALLS, CROSSVILLE LDI BUENOS AIRES, POLISHED, COLOR TBD, TWO COLOR

SCHEME; ALL GROUT TO BE SEALED, COLOR TBD; ALL TILE NOTED TO BE USED OR

APPROVED EQUAL

5. EXISTING BREAK ROOM COUNTER/CABINETS TO REMAIN

6. JANITOR CLOSET WITH MOP SINK AND STORAGE SHELVES ON ONE WALL

7. ADA ACCESSIBLE SHOWER STALL WITH HANDRAILS, FOLDABLE

BENCH,COMPLIANT SHOWER VALVES AND HEAD; PROVIDE HEAVY VINYL

SHOWER CURTAIN ON STAINLESS STEEL SHOWER CURTAIN ROD

8. INSTALL 18" x 21" METAL LOCKERS, TWO-TIER AS SHOWN, WITH ENCLOSED, SLOPED TOP AND ADA COMPLIANT LOCKING HARDWARE

9. INSTALL 1' x 4' WOOD BENCH ON FLOOR BOLTED METAL LEGS AS SHOWN

10. INSTALL TW0-STATION ADA COMPLIANT DRINKING FOUNTAIN/WATER BOTTLE

FILLING STATION

11. STANDARD 36" x 36" SHOWER STALL; PROVIDE HEAVY VINYL SHOWER CURTAIN

ON STAINLESS STEEL SHOWER CURTAIN ROD

12. WALL MOUNTED LOW-FLOW URINALS WITH AUTOMATIC FLUSH VALVES; INSTALL

ONE URINAL AT ADA COMPLIANT HEIGHT

13. STANDARD TOILET COMPARTMENT WITH SOLID PHENOLIC CEILING HUNG

PARTITIONS, LOW FLOW WALL-HUNG TOILET WITH AUTOMATIC FLUSH VALVE,

MINIMUM 30" x 66", LARGER IF EXISTING SPACE ALLOWS

14. INSTALL 24 x 36 STAINLESS STEEL FRAMED MIRROR AT EACH LAVATORY SINK

15. INSTALL 24 x 60 STAINLESS STEEL FRAMED MIRROR AT EACH NOTED LOCATION

16. 18" SQUARE CERAMIC TILE, CROSSVILLE LDI BUENOS AIRES, COLOR TBD OR

APPROVED EQUAL

17. AUTOMATIC PAPER TOWEL DISPENSER WITH MINIMUM 12 GALLON WASTE BASKET;

INSTALL (2) IN MEN'S RESTROOM AND (1) IN WOMEN'S RESTROOM

7 6

7 11 1

13 13

1WOMEN - SOUTH 2WOMEN - WEST 3WOMEN - NORTH 4WOMEN - EAST 5WOMEN LKR

NORTH

6WOMEN SHWR

NORTH

7WOMEN SHWR

EAST

8WOMEN SHWR

NORTH

4 4

4 3

9MEN - EAST 10MEN - SOUTH 11MEN - WEST 12MEN - NORTH

A401 9

A401 4, 7

3, 5, 6, 8

Sheets and Views

SITE_DEMO

2.XUMU_AS-102_00860_20JUL16-SITE.pdf

Sheets and Views

SITE

3.XUMU_AD-101_00860_22NOV16-AFP_DEMO.pdf

Sheets and Views

AFP_DEMO

4.XUMU_A-101_00860_20JUL16-AFP.pdf

Sheets and Views

AFP

5.XUMU_A-201_00860_20JUL16-EXT_ELEV_DEMO.pdf

Sheets and Views

EXT_ELEV_DEMO

6.XUMU_A-202_00860_NOV16-EXT_ELEV_CNST.pdf

Sheets and Views

EXT_ELEV_CNST

7.XUMU_A-401_00860_20JUL16-ENLG AFP.pdf

Sheets and Views

ENLG AFP

File details come from the government source that posted it. Updated Nov 14, 2017.