Attch_9b_-_Sample_Project_TO_Concept_Design.pdf

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Attached to
VELA MACC Federal contract opportunity
Solicitation number
FA4610-17-R-0002
Issued by
Department of the Air Force Space Command

About this file

This pre-solicitation notice announces an upcoming solicitation for the Vandenberg AFB, Edwards AFB, and Los Angeles AFB Multiple Award Construction Contract (VELA MACC). The Air Force intends to issue solicitation FA4610-17-R-0002 on or around August 21, 2017 for indefinite-delivery, indefinite-quantity construction contracts with a base period and four one-year options. The NAICS code is 236220 and size standard is $36.5M. The award is contemplated as an 8(a) small business set-aside for participants headquartered in California. The VELA MACC will provide construction services including maintenance, repair, and new construction of buildings, facilities, and base infrastructure using design-build and bid-build approaches. Interested parties are advised to monitor FedBizOpps for release of the solicitation and any amendments.

Attch 9b - Sample Project TO Concept Design

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Other files for this federal contract opportunity

Other files attached to VELA MACC, newest first.
File Type Posted
Q&A_Attachment_04_13123_Furnishings.pdf PDF
QA_RE_Solicitation_8Jan2018.pdf PDF
Q&A_Attachment_03_Bomarc_Bed_Office_Mod_May15.pdf PDF
QA_RE_Solicitation_19Dec2017.pdf PDF
Site_Visit_Sign-in_19Dec2017.pdf PDF
FA4610-17-R-0002-0003.pdf PDF
FA4610-17-R-0002_Conformed_Through_Amendment_0003.pdf PDF
Site_Visit_Sign-in_Compiled.xlsx XLSX spreadsheet
Q&A_Attachment_2_As-Built_Drawings.pdf PDF
FA4610-17-R-0002-0002.pdf PDF
QA_RE_Solicitation_8Dec2017.pdf PDF
FA4610-17-R-0002_Conformed_Through_Amendment_0002.pdf PDF
Attch_9b_-_Sample_Project_TO_Concept_Design_Rev_Dec17.pdf PDF
FA461017R0002_Conformed_to_Amend_01.pdf PDF
Attch_9_-_Sample_Project_TOR_11-29-2017.pdf PDF
Q&A_RE_Solicitation_29Nov2017.pdf PDF
Q&A,_Attachment_1_Environment_Report_Bldg_13123.pdf PDF
FA461017R0002-0001.pdf PDF
Attch_1_-_VELA_MACC_SOW_11-21-2017.pdf PDF
Attch_9a_-_Sample_Project_TO_SOW.pdf PDF
Attch_5_-_SM-Monterey_County_WD_Mod_25_2017-11-10.pdf PDF
Attch_1f_-_VAFB_Facility_Excellence_Standards_Apr_17.pdf PDF
Attch_8b_-_PP_Consent_Ltr.docx DOCX document
Attch_1c_-_CCEB.xls XLS spreadsheet
Attch_1d_-_VAFB_Spec_01_00_00.doc DOC document
Attch_1a_-_AF103.pdf PDF
Attch_8c_-_PP_Authorization_Ltr.docx DOCX document
Attch_3_-_Kern_County_WD_Mod_14_2017-10-13.pdf PDF
Attch_7_-_PPIS.pdf PDF
Attch_1_-_VELA_MACC_SOW_08-23-2017.pdf PDF
Attch_4_-_LA_County_WD_Mod_14_2017-11-10.pdf PDF
Attch_1g_-_VAFB_CAD_Standards_2013.zip ZIP file
Attch_1i_-_LAAFB_Facilities_Excellence_Plan_2014.pdf PDF
Attch_8_-_PPQ.pdf PDF
Attch_2_-_SB_County_WD_Mod_15_2017-10-13.pdf PDF
Attch_9_-_Sample_Project_TOR_08-02-2017.pdf PDF
Attch_1h_-_EAFB_Design_Standards_2015.pdf PDF
FA461017R0002.pdf PDF
Attch_8a_-_PP_Cover_Letter.pdf PDF
Attch_1b_-_Submittal_Schedule.xls XLS spreadsheet
Attch_1e_-_VAFB_Enviro_Spec_01_57_20.docx DOCX document
Attch_1j_-_LAAFB_Env_Specs.pdf PDF
Attch_1k_-_LAAFB_SHIP_Requirements.pdf PDF
Attch_6_-_Ventura_County_WD_Mod_15_2017-10-13.pdf PDF
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U p o n c o m p l e t i o n o f t h e u s e o f t h e d a t a c o n t a i n e d o n t h i s d r a w i n g t h e d r a w i n g m u s t b e r e t u r n e d o r d e s t r o y e i r e c t a n y q u e s t i o n s t o t h e

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SITE PLAN

SCALE: 1/16" = 1'-0"

NORTH

PROJECT

NORTH

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TYPICAL DEMOLITION NOTES 45

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.

SITE PLAN NOTES 35

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SHEET INDEX 11

G001 GENERAL INFORMATION, OVERALL SITE PLAN

AD101 TYPICAL MODULE DEMOLITION PLAN, FIRST & SECOND

FLOOR DEMOLITION PLANS

AD102 THIRD FLOOR & ROOF DEMOLITION PLANS

AD201 EXTERIOR ELEVATIONS, DEMOLITION

A101 TYPICAL MODULE FLOOR PLAN, FIRST & SECOND

FLOOR PLANS

A102 THIRD FLOOR & ROOF PLANS

A201 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS

E101 ELECTRICAL FLOOR PLANS

1. APPROXIMATE AREA OF WORK AT (E) BUILDING SITE; FINAL BOUNDARY TO BE

COORDINATED WITH DORM MANAGER.

2. APPROXIMATE LOCATION OF (N) UTILITY AREA ENCLOSURE (WALL AND GATE);

SEE FIRST FLOOR PLAN FOR ADDITIONAL INFORMATION REGARDING WALL

LOCATION AND (N) CONCRETE SLAB.

3. REMOVE (E) TRANSFORMER SCREEN WALL ALONG WITH (E) CONCRETE FOOTING.

4. (E) TRANSFORMER TO REMAIN TYPICAL; PROTECT FROM DAMAGE AS NECESSARY.

5. (E) ELECTRICAL CABINET TO REMAIN TYPICAL; CABINET TO BE CLEANED AND

PAINTED TO MATCH ADJACENT BUILDING; PROVIDE ENERGY MONITORING

EQUIPMENT AS DIRECTED BY INSTALLATION ENERGY MANAGER (30 CES/CEAOI).

6. (E) GAS MAIN REGULATOR AND METER TO REMAIN TYPICAL; PROVIDE ENERGY

MONITORING EQUIPMENT AS DIRECTED BY INSTALLATION ENERGY MANAGER (30

CES/CEAOI).

7. (E) LOW WALL TYPICAL AT (2) LOCATIONS; PATCH, REPAIR AND PAINT ALL

EXTERIOR PLASTER SURFACES; REPAIR ALL DAMAGED GROUT JOINTS AT WALL

CAP AS NEEDED.

8. CLEAN (POWER WASH) ALL CONCRETE WALKWAYS AND PATIOS INSIDE OF

INDICATED AREA OF WORK.

9. FIELD VERIFY ASSUMED BACKFLOW PREVENTER FOR B13323 AND REPLACE; IF THIS

IS NOT THE CORRECT BACKFLOW PREVENTER, FIND CORRECT BACKFLOW

PREVENTER AND REPLACE; PROVIDE SPLIT FACED CMU SCREEN WALL AND

CONCRETE PAD AS REQUIRED IN FACILITIES EXCELLENCE STANDARDS.

10. NEW CONCRETE SIDEWALK TO MATCH EXISTING.

11. VERIFY CONDITION OF WOOD AND REPLACE IF NEEDED

12. REMOVE SITE SIGNS INCLUDING ELECTRICAL AND FOOTING..

A. DESIGN BUILDING ENVELOPE AND HVAC SYSTEM TO COMPLY WITH ETL 04-3 (CHG

1): DESIGN CRITERIA FOR PREVENTION OF MOLD IN AIR FORCE FACILITIES

B. SEAL ALL OPENING AROUND DOORS AND WINDOW, LINTELS, UTILITY PENETRATIONS,

SEAMS IN VAPOR RETARDERS AND AIR BARRIERS, INTERSECTIONS OF WALLS, ROOFS,

FLOORS AND FOUNDATION WALLS.

C. INSTALL NON-PERMEABLE SILL GASKETS BETWEEN FLOORS AND THE BOTTOM PLATE

OF EXTERIOR WALLS (i.e. FILL IN PANELS).

D. FLASH ALL WINDOWS AND EXTERIOR DOORS WITH CORROSION-RESISTANT FLASHING

TO PREVENT WATER INTRUSION INTO THE WALL CAVITY.

E. PROVIDE WINDOWS AND DOOR FRAMES THAT MINIMIZE THERMAL BRIDGING.

F. SUPPLY VENTILATION AIR TO SATISFY ASHRAE 62-2001 FOR THE NUMBER OF

OCCUPANTS OR AS REQUIRED TO MEET THE CONTINUOUS EXHAUST AIR

REQUIREMENT PLUS 15% FOR PRESSURIZATION, WHICHEVER IS LARGER.

G. FILTER VENTILATION AIR BEFORE IT ENTERS AN AIR HANDLER, HEAT RECOVERY

EQUIPMENT OR PRE-CONDITIONING EQUIPMENT. USE EXTENDED MEDIA FILTERS WITH

A MERV OF 7 OR GREATER IN ACCORDANCE WITH ASHRAE 52.2-1999.

H. SUFFICIENTLY SIZED, SAFE ACCESS MUST BE PROVIDED FOR THE MAINTENANCE OF

VALVES, VAV BOXES, DAMPERS, CONTROLS AND OTHER HVAC COMPONENTS.

I. THE HVAC SYSTEM MUST EMPLOY SEPARATE, DEDICATED, CENTRAL VENTILATION AIR

CONSTAINT-VOLUME SUPPLY SYSTEMS THAT SUPPLY DEHUMIDIFIED AND TEMPERED

100% OUTSIDE AIR TO ALL OCCUPIED SPACES.

J. FACILITY CENTRAL VENTILATION AIR SUPPLY SYSTEMS MUST NOT BE SUBJECT TO

INTERMEDIATE SEASON SHUTDOWN.

K. VENTILATION SYSTEMS MUST BE DESIGNED TO MINIMIZE THE TRANSMISSION OF

SOUND BETWEEN QUARTERS.

L. A CENTRAL DUCTED BATHROOM EXHAUST SYSTEM WILL BE USED INSTEAD OF

INDIVIDUAL EXHAUST FANS FOR EACH SPACE. THE EXHAUST SYSTEM MUST RUN

CONTINUOUSLY AND BE INTERLOCKED WITH THE BUILDING SUPPLY AIR SYSTEM.

M. THE EXHAUST DUCT FOR EACH SPACE SHALL HAVE A MANUAL VOLUME DAMPER

ACCESSIBLE FROM THE SPACE FOR PROPER BALANCING.

N. INSTALL AN EXHAUST GRILLE CONSTRUCTED OF CORROSION-RESISTANT MATERIAL

JUST OUTSIDE EACH SHOWER STALL.

O. EXHAUST FROM MOISTURE-PRODUCING EQUIPMENT (i.e. CLOTHES DRYERS) SHALL BE

VENTED TO THE EXTERIOR.

P. WITHIN BATHROOMS, THE SUBSTRATE BENEATH CERAMIC TILE, PLASTIC TILE OR

PLASTIC FINISHED WALL PANELS IN AREAS EXPOSED TO WATER (e.g. TUB AND

SHOWER ENCLOSURES) MUST BE MADE OF CEMENT, FIBER CEMENT OR COMPOSITE

MATERIALS MANUFACTURED SPECIFICALLY FOR USE IN HIGH-MOISTURE LOCATIONS.

Q. HVAC SYSTEMS SHALL BE COMMISSIONED IN ACCORDANCE WITH UFGS 15995 TO

VERIFY AND DOCUMENT THAT ACTUAL PERFORMANCE OF THE SYSTEMS HAS MET

DESIGN REQUIREMENTS.

HUMIDITY/HVAC REQUIREMENTS 15

ENTIRE RENOVATION EFFORT TO MEET MINIMUM STANDARDS AS OUTLINED IN THE

FOLLOWING REFERENCES:

- VANDENBERG AFB FACILITIES EXCELLENCE STANDARDS

- STANDARD INSTALLATION SPECIFICATIONS

- UFC 3-110-03 ROOFING

- UFC 3-120-01 AIR FORCE SIGN STANDARD

- UFC 3-120-10 INTERIOR DESIGN

- UFC 3-400-01 ENERGY CONSERVATION

- UFC 3-401-01FA UTILITY MONITORING AND CONTROL SYSTEMS

- UFC 3-410-01FA HEATING, VENTILATING, AND AIR CONDITIONING

- UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS

- UFC 4-021-01DESIGN & OM: MASS NOTIFICATION SYSTEMS

- UNACCOMPANIED HOUSING GUIDE, USAF

TYPICAL STANDARDS 25

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. BASED ON THE INTERNATIONAL BUILDING CODE (IBC), A DORMITORY MODULE IS

CLASSIFIED AS AN EFFICIENCY APARTMENT WITH AN R-2 OCCUPANCY.

C. BASED ON THE LIFE SAFETY CODE, THIS OCCUPANCY IS CLASSIFIED AS AN

APARTMENT BUILDING. PROVISIONS FOR LIFE SAFETY MUST CONFORM TO THE

REQUIREMENTS FOUND IN THE LATEST EDITION OF NFPA 101, LIFE SAFETY CODE.

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

NFPA STANDARDS

E. INSTALL FIRE SUPPRESSION SYSTEM OVER RANGE IN HOOD TYPICAL

F. ALL NEW DORMITORIES AND MAJOR DORMITORY RENOVATION PROJECTS MUST BE

PROTECTED THROUGHOUT BY AN APPROVED SUPERVISED AUTOMATIC SPRINKLER

SYSTEM INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN NFPA 13,

INSTALLATION OF SPRINKLER SYSTEMS, OR 13R, SPRINKLER SYSTEMS IN RESIDENTIAL

OCCUPANCIES UP TO AND INCLUDING FOUR STORIES IN HEIGHT, AS APPROPRIATE

AND OTHER FIRE CODES REFERENCED THEREIN.

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

SHALL COMPLY WITH FIRE PROTECTION FOR FACILITIES ENGINEERING, DESIGN AND

CONSTRUCTION.

H. 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.

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

EXPOSED HEAD WITH PROTECTIVE CAGE ACCEPTABLE IN UTILITY OR SERVICE

LOCATIONS.

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

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

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

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

NOTIFICATION SYSTEMS

L. 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.

M. ALL LIVING AREAS, MODULES AND SUPPORT AREAS (DORMITORY MANAGERS

OFFICE, MECHANICAL SPACE) SHALL BE CLEARLY IDENTIFIED ON AN ADDRESSABLE

PANEL, BASED ON LOCAL REQUIREMENTS.

N. PROVIDE CARBON MONOXIDE DETECTORS IN APPROPRIATE LOCATIONS

THROUGHOUT FACILITY.

FIRE PROTECTION NOTES 13

KEY PLAN 65

13123

13121

0 13

SCALE: NOT TO SCALE

NORTH

PROJECT

BUILDING 13323

NOT IN CONTRACT

BUILDING 13321

AREA OF WORK

FA4610-17-R-0002

Attachement 9b

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SECOND FLOOR DEMOLITION PLAN, BLDG 13321

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

DEMOLITION NOTES 15KEY PLAN 65

FIRST FLOOR DEMOLITION PLAN, BLDG 13321

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

TYPICAL MODULE DEMOLITION FLOOR PLAN (SECOND FLOOR SHOWN)

SCALE: 1/4" = 1'-0"

1. REMOVE ALL CABINETRY, FIXTURES, PLUMBING AND ELECTRICAL TO ALLOW

INSTALLATION OF (N) FIXTURES.

2. REMOVE (E) CLOSET DOORS & ALL HARDWARE, SHELVING & FIXTURES TYPICAL.

3. REMOVE ALL WALLS (SHOWN HATCHED), FINISHES, FLOOR FINISHES, MECHANICAL

EQUIPMENT AND DUCTING, ELECTRICAL CONDUITS, BOXES, WIRING AND FIXTURES,

PLUMBING FIXTURES AND PIPING AND ALL EQUIPMENT TO PREPARE FOR NEW WORK.

WALL STUDS IN WALLS NOT INDICATED TO BE REMOVED MAY REMAIN AT

CONTRACTORS DISCRETION.

4. REMOVE (E) WINDOWS, DOORS, FRAMES, HARDWARE TO PREPARE FOR (N) WORK.

5. REMOVE ALL TOILET ROOM FINISHES, PLUMBING FIXTURES, AND ALL PIPING IN (E)

WALLS. CAP ALL PIPES TO REMAIN FOR RE-USE TO PREPARE FOR NEW WORK.

6. REMOVE (E) CABINETRY OVER (E) WASHER DRYER AREA AND PREPARE AREA TO

ACCEPT (N) WORK.

7. REMOVE EXISTING CABINETRY, RANGE AND STOVE, OVERHEAD VENT, SINK AND

FIXTURES TO PREPARE FOR NEW WORK.

8. REMOVE AND PROPERLY DISPOSE OF EXISTING REFRIGERATOR AS DIRECTED BY

CONTRACTING OFFICER.

9. REMOVE (E) RAIL ON EXTERIOR OF BUILDING AT (E) SLIDING GLASS DOORS AT REAR

OF BUILDING. PATCH ALL HOLES IN EXTERIOR WALL AND PREPARE FOR NEW WORK.

10. ALL HANDRAILS AND GUARDRAILS AT BALCONIES TO BE REPAIRED, CLEANED,

SANDBLASTED AND PAINTED. REMOVE ONLY AS NEEDED FOR REPAIR.

11. POWERWASH ALL CONCRETE FLOOR SURFACES AT BALCONIES, RISERS AND TREADS.

12. REMOVE ALL LIGHT FIXTURES AT EXTERIOR OF BUILDING AND STAIRS. COORDINATE

REMOVAL WITH CONSTRUCTION DRAWINGS FOR REPLACEMENT.

13. REMOVE ALL FLOORING TO INCLUDE BUT NOT LIMITED TO CARPET, VINYL TILE,

CERAMIC TILE AND MASTIC TO CONCRETE SLAB TYPICAL.

14. REMOVE ALL PAINT ON EXPOSED STRUCTURAL STEEL AND METAL FLASHING TO

PREPARE FOR PAINTING.

15. REMOVE EXISTING EXTERIOR BUILDING IDENTIFICATION SIGNAGE TO BE REPLACED

16. REMOVE ALL EXISTING DOORS, HARDWARE AND FRAMES TO BE REPLACED

17. REMOVE ALL (E) CABINETRY, FIXTURES, PLUMBING, ELECTRICAL AND

COMMUNICATIONS LINES TO BE REPLACED TYPICAL.

18. REMOVE ALL EXISTING HVAC EQUIPMENT, PIPING, CIRCULATION PUMPS, CONTROL

PANELS, CONDUITS AND WIRING INSIDE AND OUTSIDE ROOM TO BE REPLACED;

VERIFY WITH INSTALLATION PM IF BOILER AND ASSOCIATED EQUIPMENT REQUIRES

REPLACEMENT PRIOR TO BID (EQUIPMENT MAY BE REPLACED UNDER SEPARATE

EFFORT).

19. REMOVE (E) WINDOW AND LOUVER VENT TO BE REPLACED

20. REMOVE (E) HANDRAIL/GUARDRAIL TO BE REPLACED

21. REMOVE (E) DOORS TO BE REPLACED

22. REMOVE ALL (E) BUILT-UP ROOF, EQUIPMENT NOT USED AND ASSOCIATED

FLASHING/COPING AT THIS AREA TO BE REPLACED TYPICAL.

23. FIELD VERIFY ROOF CONFIGURATION AND MATERIALS IN THIS AREA PRIOR TO

BIDDING; NO AS-BUILT INFORMATION AVAILABLE; VERIFICATION NEEDED TO ENSURE

DRAINAGE PROVIDED IS ADEQUATE TO HANDLE CURRENT DRAINAGE AREA

SERVICED.

24. CLEAN (POWERWASH) ALL CONCRETE FLOOR AND CONCRETE BLOCK SURFACES

AT CEILING, WALLS, FLOORS, RISERS AND TREADS.

25. REMOVE ALL (E) SCUPPERS AND GUTTER FLASHING TO BE REPLACED TYPICAL.

26. MAINTAIN AND PROTECT (E) ECM EQUIPMENT AND ASSOCIATED

COMMUNICATIONS LINES ON (E) BOILER(S) AND (E) GAS REGULATOR/METER;

COORDINATE EFFORT WITH 30 CES/CEAOI TO ENSURE SYSTEM IS NOT DAMAGED.

27. (E) TRANSFORMER AND ELECTRICAL CABINET TO REMAIN TYPICAL.

28. REMOVE (E) SCREEN WALL TO BE REPLACED WITH (N) ENCLOSURE.

29. REMOVE ALL TELEVISION CABLE SYSTEMS, COMMUNICATIONS SYSTEMS (TELEPHONE

AND ALARM PANEL) AND DISTRIBUTION PANELS TO BE REPLACED THROUGHOUT

BUILDING; COORDINATE EFFORT WITH FACILITY MANAGER TO ENSURE CABLE

SERVICE IS NOT SUPPORTING OTHER FACILITIES UNDER THIS EFFORT AND

INTERRUPTION OF SERVICE TO OTHER FACILITIES IS PREVENTED.

30. REMOVE (E) ELECTRICAL WIRING TO EXTENT NEEDED TO SUPPORT RECONFIGURED

FLOOR PLAN. (E) PANELS MAY BE REUSED BUT CIRCUIT BREAKERS SHOULD BE

INSPECTED/TESTED TO ENSURE REPLACEMENT IS NOT NEEDED.

31. REMOVE (E) GAS REGULATOR TO BE REPLACED; COORDINATE WITH FACILITY

MANAGER TO VERIFY EXTENT OF SERVICE PROVIDED BY REGULATOR TO ENSURE

SERVICE TO OTHER FACILITIES IS NOT INTERRUPTED.

32. REMOVE ALL (E) SMOKE DETECTORS AND FIRE ALARM NOTIFICATION EQUIPMENT TO

BE REPLACED.

33. NOT USED.

34. CUT (N) OPENING IN (E) CMU WALL FOR (N) DOORWAY; SEE FLOOR PLAN FOR

ADDITIONAL INFORMATION.

35. VERIFY CODE COMPLIANCE OF SPACING OF PICKETS, CORRECT AS NECESSARY.

36. VERIFY WOOD CONDITION, REPLACE AS NECESSARY.

DAYROOMDAYROOM

13 13

TYPICAL DEMOLITION NOTES 45

AD101

13123

13121

0 13

SCALE: NOT TO SCALE

NORTH

PROJECT

SEE TYPICAL MODULE DEMOLITION FLOOR

PLAN FOR TYPICAL NOTES. ALL NOTES SHOWN

ON THIS DRAWING ARE NOT TYPICAL.

SEE TYPICAL MODULE DEMOLITION FLOOR

PLAN FOR TYPICAL NOTES. ALL NOTES SHOWN

ON THIS DRAWING ARE NOT TYPICAL.

29 18

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.

STOR.

DAYROOMDAYROOM

DINING

JI Java INTERIOR NOT IN CONTRACT

PATIOPATIO

OFFICE

109.1

451.1 SF

MECHANICAL

109.2

404.4 SF

TYPICAL AT EACH

COLUMN

29 30

STOR.

DAYROOMDAYROOM

DINING

STOR.

DAYROOMDAYROOM

DINING

PATIOPATIO

ROOF AREA

AD101

4 44

STOR.

DINING

PATIO

AD301

29 30 32

22 3

4 444 99

3 33

AD301

NORTH

PROJECT

NORTH

TRUE

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TRUE

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U I R e i n f o r m a t i o n c o n t a i n e d o n t h i s d r a w i n g s h a l l r e m a i n u n d e r t h e c o n t r o l o f t h e o r i g i n a t i n g r e q u e s t e r o r a g e n c y o r i t s s u c c e s s o r i n f u n c t i o n a t a l l t i m e f o r m a t i o n s a f e g u a r d i n g i s t h e r e s p o n s i b i l i t y o f t h e i n d i v i d u a l a g e n c y c o m p a n y r e q u e s t i n g t h e d a t a a n d t a k i n g o r i g i n a l p o s s e s s i o n o f t h i s d r a w i n l e a s e d i s c l o s u r e o f d a t a t o a n y p a r t y b e y o n d t h e o r i g i n a l r e q u e s t a n d i n t e n d e d u s e i s p r o h i b i t e p u b l i c p u b l i c a t i o n o f t h e d a t a b y a n y m e a n s o r a n a l y s e s t h e r e o f i s a u t h o r i z e o n c o m p l e t i o n o f t h e u s e o f t h e d a t a c o n t a i n e d o n t h i s d r a w i n g t h e d r a w i n g m u s t b e r e t u r n e d o r d e s t r o y e r e c t a n y q u e s t i o n s t o t h e

E n g i n e e r i n g

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ROOF DEMOLITION PLAN, BLDG 13321

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

DEMOLITION NOTES 15

THIRD FLOOR DEMOLITION PLAN, BLDG 13321

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

1. REMOVE ALL EXISTING ATTIC VENTS TO BE REPLACED; TYPICAL AT (10) LOCATIONS.

2. REMOVE ALL EXISTING BUILT-UP ROOFING MATERIALS TO BE REPLACED WITH NEW.

3. INSPECT AND REPAIR ALL FLASHING AND COUNTERFLASHING AT ROOF PARAPETS

AND PREPARE FOR PAINT; REMOVE ALL FLASHING AND COUNTERFLASHING AT

WINDOWS, DOORS AND OTHER AREAS TO BE REPLACED WITH NEW.

4. REMOVE ALL ROOF VENTS (SHOWN AND UNSHOWN) TO BE REPLACED WITH NEW;

FIELD VERIFY QUANTITY OF ALL PLUMBING & EXHAUST VENTS TO BE REPLACED.

5. REMOVE ALL ROOF DRAINS & PIPES TO BE REPLACED, TYPICAL OF (6) THIS ROOF.

6. REMOVE ALL 30" x 36" ACCESS DOORS TO BE REPLACED; TYPICAL AT (2) LOCATIONS.

7. LINE OF EXISTING WALLS BELOW ROOF FOR REFERENCE ONLY.

8. EXISTING SHAFT FOR BOILER EQUIPMENT TO REMAIN TYPICAL; CLEAR SHAFT FOR NEW

BOILER EQUIPMENT.

9. INSPECT (E) CONCRETE ROOF TILES, SUPPORTING STRUCTURE (i.e. CLEATS) &

BUILDING PAPER. INSPECT PLYWOOD SHEATHING FOR ANY DAMAGE AND/OR NEED

TO REPAIR OR REPLACE. TYPICAL AT ALL CONCRETE TILE ROOF AREAS.

10. INSPECT ALL SHEATHING AND SUPPORTING MATERIALS BELOW (E) BUILT-UP ROOF AT

THIS AREA TO BE REPLACED TYPICAL; REPAIR AND REPLACE AS NEEDED FOR

WATERTIGHT INSTALLATION TYPICAL.

11. FIELD VERIFY ROOF CONFIGURATION AND MATERIALS IN THIS AREA PRIOR TO

BIDDING; NO AS-BUILT INFORMATION AVAILABLE.

12. REMOVE ALL (E) GUTTERS, SCUPPERS, FLASHING AND DOWNSPOUTS TO BE

REPLACED.

13. FIELD VERIFY LOCATION OF (E) WIRELESS "WIFI" SYSTEM INSTALLED ON ROOF AND

EXTERIOR OF BUILDING; DETERMINE (N) LOCATION AND COORDINATE WITH FACILITY

MANAGER PRIOR TO DISCONNECTION TO ENSURE SERVICE IS NOT INTERRUPTED AT

OTHER (E) OCCUPIED BUILDINGS.

14. REMOVE ALL DEBRIS FROM ANY GUTTERS, SCUPPERS OR DOWNSPOUTS THAT ARE TO

REMAIN TYPICAL.

15. SEE ROOF DEMOLITION PLAN FOR ADDITIONAL INFORMATION THIS AREA TYPICAL.

16. REMOVE (E) ROOF ACCESS HATCHES TYPICAL TO BE REPLACED; FIELD VERIFY

LOCATIONS AND QUANTITY.

17. VERIFY CONDITION OF EXHAUST FANS AND REPLACE IF NEEDED TO MEET

REQUIREMENTS.

KEY PLAN 65

13123

13121

0 13

SCALE: NOT TO SCALE

SEE SHEET AD-101, FIRST & SECOND FLOOR DEMOLITION

PLAN AND TYPICAL MODULE DEMOLITION PLAN FOR

ADDITIONAL INFORMATION. ALL NOTES SHOWN ON THIS

DRAWING ARE NOT TYPICAL.

TYPICAL DEMOLITION NOTES 45

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.

SEE SHEET AD-101, FIRST & SECOND FLOOR DEMOLITION

PLAN AND TYPICAL MODULE DEMOLITION PLAN FOR

ADDITIONAL INFORMATION. ALL NOTES SHOWN ON THIS

DRAWING ARE NOT TYPICAL.

STOR.

DAYROOM DAYROOM

DINING

STOR.

DAYROOM DAYROOM

DINING

PATIOPATIO

MIN SLOPE

1/4" PER FT TYP

MIN SLOPE

1/4" PER FT TYP

SLOPE

5:12 TYP.

SLOPE

5:12 TYP.

MIN SLOPE

1/4" PER FT TYP

10 10

13 1314 1416

10131416

141311

12 12

3 3

NORTH

PROJECT

NORTH

PROJECT

NORTH

TRUE

NORTH

PROJECT

NORTH

TRUE

DNUP DNUP

DNUP

D A

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E n g i n e e r i n g

S u p p o r t

E l e m e n t

C

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C

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A

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SECOND FLOOR PLAN, BLDG 13323

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

44 TYPICAL NOTES 14

FIRST FLOOR PLAN, BLDG 13321

SCALE: 1/8" = 1'-0" 42

TYPICAL MODULE FLOOR PLAN 13

REFERENCE NOTES 15

A. ALL NEW EXTERIOR DOORS AND WINDOWS SHALL COMPLY WITH REQUIREMENTS AS

OUTLINED IN UFC 4-010-01/02 MINIMUM ANTITERRORISM STANDARDS FOR DOD

BUILDINGS.

B. PROVIDE APPROPRIATE HVAC SYSTEM AS REQUIRED PER THE FOLLOWING:

-- UFC 3-400-01 ENERGY CONSERVATION

-- UFC 3-401-01FA UTILITY MONITORING & CONTROL SYSTEMS

-- UFC 3-410-01FA HVAC

-- ETL 04-3 : DESIGN CRITERIA FOR PREVENTION OF MOLD IN AF FACILITIES

-- UNACCOMPANIED HOUSING GUIDE, US AIR FORCE

C. SEE FINISH, DOOR AND WINDOW SCHEDULES FOR ADDITIONAL INFORMATION.

D. INSTALL SPRINKLER FIRE PROTECTION SYSTEM THROUGHOUT FACILITY COMPLIANT

WITH NFPA REQUIREMENTS.

E. CONTRACTOR SHALL PATCH AND REPAIR ALL CONCRETE SLABS TO BE

STRUCTURALLY SOUND WHERE (E) UTILITY CHASES ARE REMOVED AND NOT USED.

F. ALL NEW COMMUNICATIONS WIRING, PANELS AND EQUIPMENT TO INCLUDE

TELEVISION CABLE, TELEPHONE, WI-FI WIRING AND ALARM PANEL WIRING SHALL

MEET CURRENT STANDARDS AS DETERMINED BY 30 SPACE COMMUNICATIONS

SQUADRON.

G. ALL INTERIOR WALLS AND INFILL PANELS SHALL CONTAIN A MINIMUM OF R-19

SOUND INSULATION TYPICAL.

1. PAINT AND REINSTALL AS NEEDED REFURBISHED METAL HANDRAILS, GUARDRAILS

AND METAL COLUMNS TYPICAL.

2. PATCH AND PAINT ALL EXTERIOR PLASTER SURFACES ON (E) STAIRS.

3. 5/8" GYPSUM BOARD ON 7/8" FURRING HAT CHANNELS AT ALL (E) CONCRETE

MASONRY WALLS TYPICAL.

4. 36" x 48" FIBERGLASS SHOWER PAN WITH FIBERGLASS SURROUND; SHOWER CURB

TO BE A MINIMUM OF 4" TYPICAL; PROVIDE A HEAVY-DUTY HAND-HELD

SHOWERHEAD CONNECTED TO A FLEXIBLE HOSE THAT FITS INTO AN ADJUSTABLE

HEIGHT HOLDER MOUNTED ON A VERTICAL ROD.

4.1. AMERICAN STANDARD ACRYLUX 48" x 34" SHOWER BASE, TEXTURED BOTTOM, WHITE

4.2. PRICE PFISTER 16 SERIES HANDHELD SHOWER, CHROME WITH 42 SERIES, PARISA

SHOWER FAUCET, CHROME

5. LOW-FLOW TOILET TO BE AMERICAN STANDARD CADET FLOWISE RIGHT HEIGHT

ELONGATED VALVE TYPE TOILET 1.1 GPF TOILET, WHITE

5.1. SEAT: AMERICAN STANDARD 5324.019 RISE AND SHINE SOLID PLASTIC CLOSED

FRONT SEAT WITH COVER

6. 36"w PLASTIC LAMINATE WOOD CABINET w/ UNDERCOUNTER MOUNTED SINK;

COUNTER TOP SHALL BE 30" ABOVE FINISH FLOOR; PROVIDE A MINIMUM OF (2)

8"w x 3"dp DRAWERS WITH REMAINING AREA UNDER THE VANITY AS STORAGE

WITH CABINET DOORS.

7. RECESSED MEDICINE CABINET w/ MIRROR, NOMINALLY 20"w x 26"h x 5"dp

ADJACENT TO VANITY, HINGED NEXT TO MIRROR WITH (3) ADJUSTABLE INTERIOR

SHELVES; KOHLER SINGLE DOOR ALUMINUM CABINET K-CB-CLC2026FS

8. SHELF AND POLE AT +66" AFF ON (2) WALLS AS SHOWN

9. 6" x 36" CONTINUOUS SHAFT FOR DRYER VENTING TYPICAL

10. 6" x 24" CONTINUOUS SHAFT FOR RANGE VENTING TYPICAL

11. 6" x 24" CONTINUOUS SHAFT FOR POWER/COMMUNICATION LINES AS NEEDED

12. 6" x 18" CONTINUOUS SHAFT FOR POWER/COMMUNICATION LINES AS NEEDED

13. COUNTERTOP AT +36" AFF w/ SUPPORTING WALL BELOW TYPICAL

14. WASHER TYPICAL (NIC); PROVIDE HOT/COLD WATER CONNECTIONS, POWER

AND DRAIN LINE

15. DRYER TYPICAL (NIC); PROVIDE GAS LINE, 220v OUTLET AND DRYER VENT IN

SHAFT PROVIDED. MINIMIZE BENDS AND PROVIDE REMOVABLE SCREENS FOR

CLEANOUT.

16. PROVIDE (2) BURNER ELECTRIC RANGE TYPICAL; KITCHENAID KECC056RBL,

CERAMIC GLASS SURFACE; PROVIDE MICROHOOD CONVECTION OVEN

COMBINATION; KENMORE ELITE 86013;VENT RANGE HOOD TO SHAFT PROVIDED.

17. PROVIDE 54"w PLASTIC LAMINATE WOOD CABINET w/ INSULATED STAINLESS STEEL

SINK TYPICAL; SINK TO BE AMERICAN STANDARD 7504.000 UNDERCOUNTER

MOUNT, STAINLESS STEEL WITH DISPOSAL; FAUCET TO BE AMERICAN STANDARD

4101.350 ARCH SINGLE CONTROL KITCHEN FAUCET WITH PULL-OUT SPRAY.

18. PROVIDE 36"w SPACE FOR REFRIGERATOR (NIC); PROVIDE ELECTRICAL OUTLET

AND WATER CONNECTION FOR ICE MAKER

19. INFILL (E) OPENINGS IN CMU WALL w/ STEEL STUD, INSULATION, EXTERIOR PLASTER ON EXTERIOR FACE AND 5/8" GYPSUM BOARD ON ALL INTERIOR FACES FLUSH w/

FURRED WALL OR ADJACENT INTERIOR WALL

20. TYPICAL INTERIOR WALL CONSTRUCTION SHALL BE 3 5/8" METAL STUDS w/ R-19

SOUND INSULATION AND 5/8" GYPSUM BOARD EACH SIDE

21. 6" x 24" CONTINUOUS SHAFT FOR BATHROOM VENTING AND PLUMBING

22. PROVIDE BOBRICK HEAVY DUTY 1" STAINLESS STEEL CURTAIN ROD BOB 6107X W/

FOCUS HOOKLESS SHOWER CURTAIN OR APPROVED EQUAL.

23. 14"w x 36"h PLASTIC LAMINATE WOOD CABINET w/DOOR AND COUNTERTOP TO

MATCH KITCHEN CABINETS.

24. INFILL (E) OPENING IN CMU WALL TO ACCEPT NEW DOOR OR WINDOW.

25. INFILL (E) SHAFT OPENING NOT USED THROUGH EACH FLOOR IN (E) CONCRETE

SLAB TYPICAL

26. SEAL ALL WALLS WITH APPROPRIATE WATERPROOF FINISH, CLEAN ALL FLOOR

SURFACES, REPLACE FLOOR DRAIN(S), AND GENERALLY CLEAN AREA TO RECEIVE

(N) BOILER(S), ELECTRICAL AND COMMUNICATIONS PANELS

27. 24"w FULL HT PLASTIC LAMINATE WOOD CABINET FOR RESTROOM STORAGE

28. INSTALL (N) HANDRAIL AT +34" ABV. NOSE OF (E) STAIR TYPICAL; HANDRAIL TO BE

1 1/2" PIPE RAIL, PAINTED.

29. CLEAN ALL CONCRETE TO PREPARE AREA FOR INSTALLATION OF (N) EQUIPMENT.

30. REMOVE AND REPLACE ALL FLOOR DRAINS TYPICAL; FIELD VERIFY CONDITION OF

(E) DRAIN LINES AND REPAIR AS NEEDED.

31. LINE OF (E) SOFFIT IN DORM MGR OFFICE FOR LINES (POWER, COMMUNICATIONS

AND BOILER LINES); ENSURE EVERY EFFORT IS MADE TO MINIMIZE INTRUSION INTO

DORM MGR's OFFICE WITH SOFFIT.

32. (N) 4" REINFORCED CONCRETE SLAB IN UTILITY AREA; SLOPE TO DRAIN TOWARDS

GATE TYPICAL.

33. (N) 8" CMU WALL AT 9'-4"h TYPICAL AT UTILITY AREA; PROVIDE 6' CLEAR OPENING w/ LOCKABLE GATE AS SHOWN. GATE TO BE METAL FRAME w/ SYNTHETIC WOOD

BOARDS ATTACHED TO FACE OF METAL FRAME.

34. (E) TRANSFORMER AND ELECTRICAL CABINET TO REMAIN; PAINT CABINET TO

MATCH BUILDING COLOR.

35. SEE ROOF PLAN FOR INFORMATION ON ALL ROOF AND COVERED AREAS.

36. (E) PATIO WALLS AND WALKWAYS TO REMAIN TYPICAL; CLEAN, PATCH, REPAIR

AND PAINT TO MATCH; SEE SITE PLAN FOR ADDITIONAL INFORMATION.

37. PROVIDE A FULL WIDTH MIRROR ABOVE THE VANITY, WITH TOP OF MIRROR A

MINIMUM OF 72" ABOVE THE FINISH FLOOR; BOTTOM OF THE MIRROR SHALL

EXTEND TO THE TOP OF THE BACK SPLASH.

38. 36"w OR 42"w PLASTIC LAMINATE WOOD VANITY BASE CABINET w/

UNDERCOUNTER MOUNTED SINK; VERIFY WIDTH WITH LOCATION; COUNTER TOP

SHALL BE 30" ABOVE FINISH FLOOR; PROVIDE A MINIMUM OF (2) 8"w x 3"dp

DRAWERS WITH REMAINING AREA UNDER THE VANITY AS STORAGE ACCESSED BY

CABINET DOORS.

39. PROVIDE FOR INSTALLATION OF ELECTRONIC KEY CARD SYSTEM AT EXTERIOR

SWINGING DOORS AND INTERIOR BEDROOM DOORS TYPICAL; SYSTEM SHALL BE

COMPATIBLE WITH (E) SYSTEM.

40. REINSTALL (E) ECM EQUIPMENT AND ASSOCIATED COMMUNICATIONS LINES ON

(N) BOILER(S) TYPICAL; COORDINATE EFFORT WITH 30 CES/CEAOI FOR SPECIFIC

DIRECTION AND INSTALLATION REQUIREMENTS.

41. PROVIDE CHAIN LINK MESH AND SUPPORTING STRUCTURE WITH ADEQUATE

SUPPORT TO ENSURE NO SAGGING INSTALLED HORIZONTALLY OVER EQUIPMENT

ENCLOSURE TO COMPLY WITH CURRENT ANTITERRORISM STANDARDS AND

ALLOW FOR EQUIPMENT REMOVAL.

42. PROVIDE 18"x60" MIRROR ON THE INSIDE OF THE CLOSET DOOR OR BATHROOM

DOOR AS SHOWN.

43. Not used.

44. PROVIDE (2) TOWEL BARS, EACH AT LEAST 24" LONG, WITH (1) INTEGRAL TO

SHOWER DOOR AS NOTED AND THE OTHER AT LOCATION INDICATED TYPICAL.

45. PROVIDE (1) ROBE HOOK ON THE BATHROOM SIDE OF THE BATHROOM DOOR.

46. PROVIDE WALL MOUNTED 30"w x 24"h x 8"dp PLASTIC LAMINATE WOOD

STORAGE CABINET WITH DOORS AND (1) ADJ SHELF OVER THE WAINSCOT OVER

EACH WATER CLOSET TYPICAL; FINISH TO MATCH BATHROOM VANITY CABINET.

47. PROVIDE HEAVY DUTY TOILET TISSUE HOLDER AT SIDE OF BATHROOM VANITY.

48. LAVATORY SINK (UNDERCOUNTER MOUNTED) WITH FAUCET

48.1. AMERICAN STANDARD OVALYN UNDERCOUNTER SINK 0495.300, WHITE

48.2. PRICE PFISTER, 42 SERIES, PARISA, 4" CENTERSET LAVATORY FAUCET, J42-AMFC,

POLISHED CHROME

49. INSTALL FLOOR MOUNTED DOOR STOPS AS NEEDED TO PREVENT DOORS FROM

DAMAGING ADJACENT SURFACES (GENERALLY IN SAME LOCATIONS AS THOSE

REMOVED).

50. NOT USED

51. PROVIDE CABINET MOUNTED FIRE EXTINGUISHER UNDER SINK IN APPROPRIATE

LOCATION.

52. PROVIDE INDIVIDUAL THERMOSTATS IN EACH BEDROOM AND COMMON SPACE.

53. PROVIDE (N) DOOR IN (E) CMU WALL; PROVIDE ALL NECESSARY STRUCTURAL

IMPROVEMENTS TO SUPPORT (E) STRUCTURE.

54. NEW CMU WALL TO MATCH EXISTING.

KEY PLAN 65

13123

13121

0 13

SCALE: NOT TO SCALE

NORTH

PROJECT

SEE TYPICAL MODULE FLOOR PLAN FOR

TYPICAL NOTES. ALL NOTES SHOWN ON THIS

DRAWING ARE NOT TYPICAL.

SCHEDULES 24

A101

E

LAUNDRY

BATH

BATHBATH

BATH

KITCHEN

CLOSET

CLOSET

CLOSET

CLOSET

BEDROOM

109A

169.4 SF

BEDROOM

109B

164.7 SF

BEDROOM

109C

164.7 SF

BEDROOM

109D

169.4 SF

PATIO PATIO

OFFICE

109.1

434.5 SF

MECHANICAL

109.2

404.4 SF

A

LAUNDRY

SEE TYPICAL MODULE FLOOR PLAN FOR

TYPICAL NOTES. ALL NOTES SHOWN ON THIS

DRAWING ARE NOT TYPICAL.

GI Java

NIC

COMMON AREA

462.6 SF

6'-8"11'-4"

A301

A301

BEDROOM

210A

169.4 SF

BEDROOM

210B

164.7 SF

BEDROOM

210C

164.7 SF

BEDROOM

210D

169.4 SFKITCHEN LA

UN

D

RY

BATH

BATH

BATH

BATH BATH

BATHBATH

BATH

KITCHEN

CLOSET

CLOSET

CLOSET

CLOSET

CLOSET

CLOSET

CLOSET

CLOSET

BEDROOM

209A

169.4 SF

BEDROOM

209B

164.7 SF

BEDROOM

209C

164.7 SF

BEDROOM

209D

169.4 SF

PATIO PATIO

LA

UN

D

RY

COMMON AREA

462.6 SF

COMMON AREA

462.6 SF

A301

A301

'-0

8'-7"

BEDROOM

209B

164.7 SF

BEDROOM

209C

164.7 SF

KITCHEN LAUNDRY

CLOSET

BATHBATH

BATHBATH

CLOSETCLOSET

CLOSET

C

A

B

C

A

B

B B

C

CC

C

C C

15161718

CARPET / VINYL

CARPET / VINYL

VINYL / CARPET

VINYL / CARPET

V

IN

YL / C

A

RPET

V

IN

YL / C

A

RPET

C A

RPET / V

IN

YL

VINYL/CARPET

C A

RPET / V

IN

YL

50'-8" (TYPICAL MODULE)

4"3'-1 1/2"5'-6"4'-0 1/2"12'-4"12'-4"

7' -4

" T

YP

IC

A

L M

O D

UL

E

'-8

" T

YP

IC

A

L M

O D

UL

E

'-4

/2

5'

-3

/4

4' -1

/4

2'

-1

4' -0

3' -4

7'

-8

/4

3' -7

/4

3'-6"11'-4 1/2" 4'-1"

3' -0

/2

5'-4"

4'-1 1/2"

1'-0"

6' -4

/2

C A

RPET / V

IN

YL

C A

RPET / V

IN

YL

COMMON AREA

462.6 SF

47 19

CARPET / VINYL

RESTROOM

109.3

77.6 SF

WINDOW SCHEDULE

SYMBOL SIZE TYPE REMARKS

1 8046 DUAL GLAZED, SLIDER BLAST RESISTANT (INCLUDING GI Java)

2 5046 DUAL GLAZED, SLIDER FIELD VERIFY SIZE, BLAST RESISTANT

(INCLUDING GI Java)

NORTH

PROJECT

NORTH

TRUE

NORTH

PROJECT

NORTH

TRUE

DOOR SCHEDULE

SYMBOL SIZE TYPE REMARKS

A 3070 METAL, SOLID CORE 1616 TEMPERED GLAZING, BLAST RESISTANT

B 3070 WOOD, SOLID CORE PAINT GRADE

C 2870 WOOD, SOLID CORE PAINT GRADE

D 8070 TEMPERED GLASS SLIDER (2) FIXED PANELS, (1) SLIDER FIT TO OPENING,

BLAST RESISTANT, AT GI Java

E 6070 FIBERGLASS DOUBLE DOOR MECHANICAL ROOM DOOR ONLY

C

D

5:12

5:12

5:12

5:12

5:12

5:12

5:12

5:125:12

5:12

5:125:12

5:12

D A

TE

D

ES

C

RI

PT

IO

N

O F

RE

V

IS

IO

N

SY

M

BO

L

PROJECT #

SHEET #

DRAWING #

D A

TE

OF

SC

A

LE

D

RA

W

IN

G T

ITL

E

PR

O

JE

C

T

TIT

LE

D

RA

W

N

RE

V

IE

W

ED

D

ES

IG

N

ED

F O

R

O

F F

I C

I A

L

U

L

Y

I N

F O

R M

A T

I O

N

S

A F

E G

U A

R D

I N

G

Q

U I R e i n f o r m a t i o n c o n t a i n e d o n t h i s d r a w i n g s h a l l r e m a i n u n d e r t h e c o n t r o l o f t h e o r i g i n a t i n g r e q u e s t e r o r a g e n c y o r i t s s u c c e s s o r i n f u n c t i o n a t a l l t i m e f o r m a t i o n s a f e g u a r d i n g i s t h e r e s p o n s i b i l i t y o f t h e i n d i v i d u a l a g e n c y c o m p a n y r e q u e s t i n g t h e d a t a a n d t a k i n g o r i g i n a l p o s s e s s i o n o f t h i s d r a w i n l e a s e d i s c l o s u r e o f d a t a t o a n y p a r t y b e y o n d t h e o r i g i n a l r e q u e s t a n d i n t e n d e d u s e i s p r o h i b i t e p u b l i c p u b l i c a t i o n o f t h e d a t a b y a n y m e a n s o r a n a l y s e s t h e r e o f i s a u t h o r i z e o n c o m p l e t i o n o f t h e u s e o f t h e d a t a c o n t a i n e d o n t h i s d r a w i n g t h e d r a w i n g m u s t b e r e t u r n e d o r d e s t r o y e r e c t a n y q u e s t i o n s t o t h e

E n g i n e e r i n g

S u p p o r t

E l e m e n t

C

E S

C

E C

B a t

I n f o r m a t i o n s a f e g u a r d i n g r e q u i r e m e n t s a r e p e r

A

F M

A N

A

F I

D g a n d

E x e c u t i v e

O r d e r w h e n a p p l i c a b l e

D O

N O

T D

U

PL

IC

A

TE

T

H

IS

D R

A W

IN

G

O

R T

H E

D A

TA

C

O N

TA

IN

ED

O

N

IT

09-1253

A102

A pr

A S

N O

TE

D

KR

G

KR

G

KR

G

RE

PA

IR

IN

TE

RI

O R/

EX

TE

RI

O

R O

F D

O

RM

, B

LD

G

FI

RS

T

S

EC

O N

D F

LO

O

R

PL

A N

, B

LD

G

TY

PI

C A

L M

O D

UL

E

FL

O

O R

PL

A

N

ROOF PLAN, BLDG 13321

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

THIRD FLOOR PLAN, BLDG 13321

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

REFERENCE NOTES 35

1. REPLACE AND REPAIR ANY (E) CONCRETE ROOF TILES, SUPPORTING STRUCTURE

(i.e. CLEATS) & BUILDING PAPER AS DISCOVERED DURING DEMOLITION

OPERATIONS. INSPECT PLYWOOD SHEATHING FOR ANY DAMAGE AND/OR NEED

TO REPAIR OR REPLACE. TYPICAL AT ALL CONCRETE TILE ROOF AREAS.

2. INSTALL (N) BUILT-UP ROOF AREA AT ALL AREAS WITH BUILT-UP ROOFING TYPICAL;

INSTALL WITH SLOPES AS SHOWN; PROVIDE 1/4" PER FT SLOPE MINIMUM AND

CRICKETS AS SHOWN.

3. PROVIDE ALL FLASHING AND COUNTER FLASHING AS REQUIRED BY CODE AND

RECOMMENDED BY MANUFACTURER.

4. PROVIDE ROOF VENTING AS NEEDED w/ PROPER FLASHING/COUNTER FLASHING

FOR ALL (N) EQUIPMENT IN MECHANICAL ROOM.

5. PROVIDE ALL (N) CONTINUOUS GUTTERS, DOWNSPOUTS, SCUPPERS AND

OVERFLOW SCUPPERS; ALL METALS SHALL BE PRE-FINISHED OR, IF PRE-FINISHED

MATERIAL IS NOT AVAILABLE, PAINTED TO MATCH BUILDING PAINT COLORS.

6. (N) ROOF DRAIN w/ INTEGRAL OVERFLOW INSTALLED AS INDICATED.

7. PROVIDE CHAIN LINK MESH AND SUPPORTING STRUCTURE WITH ADEQUATE

SUPPORT TO ENSURE NO SAGGING INSTALLED HORIZONTALLY OVER EQUIPMENT

ENCLOSURE TO COMPLY WITH CURRENT ANTITERRORISM STANDARDS, UFC

4-010-01 MINIMUM ANTITERRORISM STANDARDS FOR DOD BUILDINGS.

8. APPROXIMATE LOCATION OF VENTILATION HOODS FOR VARIOUS SPACES IN

BUILDING; TYPICAL OF (6) SHOWN; ADDITIONAL VENT HOODS MAY BE REQUIRED;

PROVIDE EQUIPMENT COMPLIANT w/ HVAC STANDARDS ON G001.

9. LOUVERED ATTIC VENTILATION OPENING; SIZE TO BE CALCULATED AS REQUIRED

BY INTERNATIONAL BUILDING CODE; TYPICAL OF (14) SHOWN.

10. 30"w x 36"h ATTIC SPACE ACCESS DOOR; TYPICAL OF (2) SHOWN.

11. REPLACE ALL ROOF ACCESS HATCHES WITH SAME SIZE ACCESS DOORS; FIELD

VERIFY QUANTITY AND LOCATION TYPICAL.

12. REFRIGERATOR (NOT IN CONTRACT); PROVIDE 36"w BY 68"h CLEAR SPACE AS

SHOWN.

13. DRAWER BANK TYPICAL; PROVIDE (4) DRAWERS AS SHOWN.

14. PROVIDE CABINET WITH DOORS AND FIXED DRAWER PANEL AT SINK AREA.

15. PROVIDE CABINET WITH DOORS, FIXED DRAWER PANEL AND FIXED SHELF AT

RANGE AREA.

16. PROVIDE SOLID MATERIAL COUNTERTOP (CORIAN OR EQUIVALENT) AT +36" AFF

TYPICAL WITH MINIMUM 4" BACKSPLASH AT ALL COUNTERTOP AREA TYPICAL.

17. PROVIDE MICROHOOD CONVECTION OVEN COMBINATION; KENMORE ELITE

86013;VENT RANGE HOOD TO SHAFT PROVIDED; PROVIDE MINIMUM CLEARANCE

AS REQUIRED BY MANUFACTURER.

18. PROVIDE FULL OVERHEAD CABINET OVER MICROHOOD CONVECTION OVEN

WITH FIXED SHELF AS SHOWN; SIZE ACCORDING TO REQUIRED CLEARANCES AND

MINIMUM DUCT SIZING FOR HOOD.

19. PROVIDE FULL OVERHEAD CABINET WITH FIXED SHELF OVER SINK AREA WITH

BUILT-IN CONCEALED LIGHT FIXTURE UNDER CABINET; PROVIDE MINIMUM

CLEARANCE.

20. PROVIDE FULL OVERHEAD CABINET WITH (2) FIXED SHELVES AS SHOWN TYPICAL;

B.O. OF CABINET AT +18" ABOVE COUNTERTOP TYPICAL.

21. PROVIDE FULL OVERHEAD CABINET AS SHOWN TYPICAL; SIZE SET BY CLEARANCES

REQUIRED BY REFRIGERATOR (SEE NOTE 12).

22. OPEN TO BEYOND.

23. PROVIDE (3) EQUAL CABINETS WITH FIXED SHELF OVER AREA FOR WASHER AND

DRYER; SET BOTTOM OF CABINETS AT MINIMUM OF 68" AFF TYPICAL.

24. PROVIDE CABINET WITH DOOR AND DRAWER AS SHOWN TYPICAL.

25. WASHER AND DRYER (NOT IN CONTRACT); PROVIDE MINIMUM 60" CLEAR AREA

AS SHOWN.

26. 36" x 48" FIBERGLASS SHOWER PAN WITH CERAMIC TILE SURROUND AND

TEMPERED GLASS SHOWER ENCLOSURE; SHOWER CURB TO BE A MINIMUM OF 4"

TYPICAL; SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.

27. DRAWER BANK TYPICAL; PROVIDE (3) DRAWERS AS SHOWN.

28. PROVIDE CABINET WITH DOOR AND FIXED DRAWER PANEL AT SINK AREA.

29. PROVIDE A FULL WIDTH MIRROR ABOVE THE VANITY, WITH TOP OF MIRROR A

MINIMUM OF 72" ABOVE THE FINISH FLOOR; BOTTOM OF THE MIRROR SHALL

EXTEND TO THE TOP OF THE BACK SPLASH.

30. PROVIDE SOLID MATERIAL COUNTERTOP (CORIAN OR EQUIVALENT) AT +30" AFF

TYPICAL WITH MINIMUM 4" BACKSPLASH AT ALL COUNTERTOP AREA TYPICAL.

31. LOW FLOW TOILET TYPICAL; SEE FLOOR PLAN FOR ADDITIONAL INFORMATION.

KEY PLAN 65

13123

13121

0 13

SCALE: NOT TO SCALE

NORTH

PROJECT

SEE TYPICAL MODULE FLOOR PLAN FOR

TYPICAL NOTES. ALL NOTES SHOWN ON THIS

DRAWING ARE NOT TYPICAL.

SEE TYPICAL MODULE FLOOR PLAN FOR

TYPICAL NOTES. ALL NOTES SHOWN ON THIS

DRAWING ARE NOT TYPICAL.

TYPICAL NOTES 55

A. ALL NEW EXTERIOR DOORS AND WINDOWS SHALL COMPLY WITH REQUIREMENTS AS

OUTLINED IN UFC 4-010-01/02 MINIMUM ANTITERRORISM STANDARDS FOR DOD

BUILDINGS.

B. PROVIDE APPROPRIATE HVAC SYSTEM AS REQUIRED PER THE FOLLOWING:

-- UFC 3-400-01 ENERGY CONSERVATION

-- UFC 3-401-01FA UTILITY MONITORING & CONTROL SYSTEMS

-- UFC 3-410-01FA HVAC

-- ETL 04-3 : DESIGN CRITERIA FOR PREVENTION OF MOLD IN AF FACILITIES

-- UNACCOMPANIED HOUSING GUIDE, US AIR FORCE

C. SEE FINISH, DOOR AND WINDOW SCHEDULES FOR ADDITIONAL INFORMATION.

D. INSTALL SPRINKLER FIRE PROTECTION SYSTEM THROUGHOUT FACILITY COMPLIANT

WITH NFPA REQUIREMENTS.

E. CONTRACTOR SHALL PATCH AND REPAIR ALL CONCRETE SLABS TO BE

STRUCTURALLY SOUND WHERE (E) UTILITY CHASES ARE REMOVED AND NOT USED.

F. ALL NEW COMMUNICATIONS WIRING, PANELS AND EQUIPMENT TO INCLUDE

TELEVISION CABLE, TELEPHONE, WI-FI WIRING AND ALARM PANEL WIRING SHALL

MEET CURRENT STANDARDS AS DETERMINED BY 30 SPACE COMMUNICATIONS

SQUADRON.

G. ALL INTERIOR WALLS AND INFILL PANELS SHALL CONTAIN A MINIMUM OF R-19

SOUND INSULATION TYPICAL.

42SCHEMATIC INTERIOR ELEVATIONS

SCALE: 1/4" = 1'-0"

KITCHEN AND LAUNDRY (TYPICAL) BATHROOM - 209A BATHROOM - 209B

(209D SIMILAR) (209C SIMILAR)

BEDROOM

310A

169.4 SF

BEDROOM

310B

164.7 SF

BEDROOM

310C

164.7 SF

BEDROOM

310D

169.4 SFKITCHEN

LAUNDRY

BATH

BATH

BATH

BATH BATH

BATHBATH

BATH

KITCHEN

CLOSET

CLOSET

CLOSET

CLOSET

CLOSET

CLOSET

CLOSET

CLOSET

BEDROOM

309A

169.4 SF

BEDROOM

309B

164.7 SF

BEDROOM

309C

164.7 SF

BEDROOM

309D

169.4 SF

PATIO PATIO

LAUNDRY

COMMON AREA

462.6 SF

COMMON AREA

462.6 SF

A301

A301

5 5

A301

A301

NORTH

PROJECT

NORTH

TRUE

NORTH

PROJECT

NORTH

TRUE

26 27 2728 28 26

31 3112 13 14 15

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NORTH ELEVATION, BLDG 13323

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

REFERENCE NOTES 15

SOUTH ELEVATION, BLDG 13323

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

1. INSTALL (N) DOORS, FRAMES, HARDWARE & WINDOWS; SEE FLOOR PLANS FOR

ADDITIONAL INFORMATION.

2. PAINT ALL HANDRAILS, GUARDRAILS AND METAL COLUMNS AT BALCONIES AFTER

CLEANING AND SANDBLASTING.

3. INSTALL (N) FLASHING & COUNTERFLASHING AT ALL (N) OPENINGS (DOORS,

WINDOWS) AND ALL AREAS APPROPRIATE FOR WATER PROOFING TYPICAL.

4. INSTALL (N) ROOF DRAINS, GUTTERS, PIPES & SPLASH BLOCKS TYPICAL.

5. REPLACE AND REPAIR ANY (E) CONCRETE ROOF TILES, SUPPORTING STRUCTURE (i.e.

CLEATS) & BUILDING PAPER AS DISCOVERED DURING DEMOLITION OPERATIONS.

INSPECT PLYWOOD SHEATHING FOR ANY DAMAGE AND/OR NEED TO REPAIR OR

REPLACE. TYPICAL AT ALL CONCRETE TILE ROOF AREAS.

6. CLEAN ALL CONCRETE FLOOR SURFACES AT BALCONIES, STAIR RISERS & TREADS.

7. INSTALL (N) WALL MTD. & CEILING MTD. LIGHT FIXTURES AT EXTERIOR OF BUILDING

AND STAIRS IN AREAS WHERE REMOVED. FIELD VERIFY LOCATION & COORDINATE

REMO…

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