BID DRAWINGS.pdf

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL AUTHORITIES, CODES, RULES AND REGULATIONS.

2. THESE DOCUMENTS SHOW THE MINIMUM CONSTRUCTION REQUIREMENTS AND THE MINIMUM QUALITY OF WORK EXPECTED. MORE STRINGENT REQUIREMENTS STIPULATED WITHIN RELEVANT MANUFACTURER’S INSTALLATION

INSTRUCTIONS WILL SUPERSEDE.

3. ANY UNFORESEEN OR UNCLEAR CONDITIONS SHALL BE REPORTED TO THE ARCHITECT AND VA CONTRACTING

OFFICER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH WORK.

4. ANY CONFLICTS WITHIN THE DRAWINGS, BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, OR BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS AT THE SITE, ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND VA CONTRACTING OFFICER'S REPRESENTATIVE. THE CONTRACTOR SHALL NOT PROCEED WITH WORK

UNTIL WRITTEN CLARIFICATION FROM THE ARCHITECT IS RECEIVED.

5. UNLESS OTHERWISE NOTED, ALL MATERIALS AND EQUIPMENT ARE TO BE INSTALLED PER THE APPLICABLE

PROVISIONS OF THESE DOCUMENTS AND THE MANUFACTURER’S INSTRUCTIONS.

6. ALL MATERIALS USED ARE REQUIRED TO BE NEW UNLESS OTHERWISE NOTED AND/OR OF A QUALITY TO MEET OR EXCEED ALL APPLICABLE INDUSTRY STANDARDS. WHERE SPECIFIED PRODUCTS OR MANUFACTURERS ARE NOT NOTED, THE CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT TO OBTAIN A MINIMUM STANDARD OF QUALITY.

7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND TECHNIQUES FOR CONSTRUCTION.

8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR JOB-SITE SAFETY INCLUDING BUT NOT LIMITED TO THE ADHERENCE

TO OSHA REGULATIONS.

9. ALL ELECTRICAL AND MECHANICAL WORK SHALL BE PERFORMED BY PERSONNEL LICENSED IN THE STATE WHERE

THIS PROJECT IS LOCATED.

10. REMOVE ALL DEBRIS PROPERLY FROM THE SITE. LOAD DEBRIS DIRECTLY ONTO TRUCKS OR INTO DUMPSTERS FOR

REMOVAL. DISPOSE OF DEBRIS LEGALLY. DO NOT BURN DEBRIS ON THE SITE. DO NOT ALLOW DEBRIS TO ENTER SEWERS. DO NOT ALLOW PILED DEBRIS TO ENDANGER STRUCTURES, BLOCK EXISTS OR ROADWAYS. COMBUSTIBLE WASTE WHICH COULD CREATE A FIRE HAZARD SHALL NOT BE PERMITTED TO ACCUMULATE IN OR AROUND THE

CONSTRUCTION SITE.

11. COORDINATE ALL WORK WITH ALL OTHER DISCIPLINES, INCLUDING, BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, PLUMBING & SITE DRAWINGS. EXACT SIZE AND LOCATION OF ALL ROOF AND FLOOR OPENINGS SHOWN ON ARCHITECTURAL DRAWINGS SHALL BE VERIFIED WITH THE ASSOCIATED SUB-CONTRACTORS PRIOR TO

CONSTRUCTION.

12. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL PLAN DIMENSIONS ARE TAKEN TO FINISH FACE OF

CONSTRUCTION.

13. LAYOUT AND VERIFY ALL PARTITION LOCATIONS PRIOR TO CONSTRUCTION FOR CLEARANCES AND DIMENSIONS.

NOTIFY ARCHITECT OF ANY DISCREPANCIES.

14. WITHIN ALL METAL STUD PARTITIONS, THE GENERAL CONTRACTOR IS TO PROVIDE BLOCKING FOR ALL WALL MOUNTED EQUIPMENT AND ACCESSORIES INCLUDING BUT NOT LIMITED TO: MECHANICAL, ELECTRICAL AND PLUMBING DEVICES, FURNITURE, CASEWORK, MILLWORK AND ALL OTHER WALL MOUNTED ACCESSORIES AND ITEMS. THE LOCATIONS, MOUNTING HEIGHTS AND BLOCKING REQUIREMENTS SHOWN HEREON ARE GIVEN FOR INFORMATIONAL PURPOSES ONLY AND IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THIS INFORMATION WITH THE ASSOCIATED SUB-CONTRACTORS, MANUFACTURERS, OR EQUIPMENT SUPPLIERS. SEE TYPICAL BLOCKING DETAILS IN METAL STUD WALLS INCLUDED IN THESE DOCUMENTS FOR BLOCKING AND ANCHORING REQUIREMENTS.

15. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED.

16. THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING BUT NOT LIMITED TO

MECHANICAL, ELECTRICAL AND PLUMBING, TO DETERMINE THE SIZE AND LOCATION OF ALL PENETRATIONS IN NEW CONSTRUCTION. COORDINATE AND PROVIDE ALL OPENINGS. SEAL CONSTRUCTION TIGHT TO ALL PENETRATIONS AND

CAULK.

17. ALL PENETRATIONS THROUGH FIRE RATED CONSTRUCTION MUST BE FIRE SAFED IN ACCORDANCE WITH THE

SPECIFICATIONS.

18. PROVIDE CONTROL JOINTS IN GYPSUM WALLBOARD INTERIOR PARTITIONS AT 30 FEET ON CENTER MAXIMUM. WHERE POSSIBLE, LOCATE AT CORNERS ABOVE OPENINGS. VERIFY LOCATIONS WITH ARCHITECT. SEE THE ASSOCIATED

TYPICAL DETAILS INCLUDED IN THESE DOCUMENTS.

19. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EQUIPMENT INSTALLATION AND VERIFYING ALL REQUIRED ROUGH OPENINGS, AND ROUGH-IN DIMENSIONS WITH THE EQUIPMENT MANUFACTURER, OWNER AND

ARCHITECT PRIOR TO CONSTRUCTION.

GENERAL PROJECT NOTES FOR NEW WORK:

1. SEE GENERAL PROJECT NOTES FOR NEW WORK FOR ADDITIONAL REQUIREMENTS FOR WORK WITHIN THE EXISTING FACILITY.

2. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND CONSTRUCTION. IF

PROVIDED, THE GENERAL CONTRACTOR SHALL CAREFULLY EXAMINE EXISTING BUILDING DOCUMENTS. THE CONTRACTOR SHALL BRING ANY

DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.

3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

4. MAINTAIN EXIT EGRESS PATHS TO EXISTING EXIT DOORS DURING CONSTRUCTION.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK AND THE

ROUTES MUST BE RETURNED TO THEIR ORIGINAL CONDITION AT THE END OF THE PROJECT.

6. MAINTAIN THE BUILDING IN A WEATHER TIGHT CONDITION AT ALL TIMES.

7. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE OWNER TO MINIMIZE DISRUPTIONS OF NORMAL FUNCTIONS OF

THE OWNER'S OCCUPIED AREAS.

8. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE OWNER FOR THE SCHEDULED TIME OF THE CONSTRUCTION

ACTIVITIES. NO WORK SHALL BE DONE WITHOUT THE WRITTEN APPROVAL OF THE OWNER. THE OWNER RESERVES THE RIGHT TO DISCONTINUE NOISY CONSTRUCTION AT ANY TIME. NO RADIOS SHALL BE PERMITTED AT ANY TIME IN WORK AREAS ADJACENT TO OCCUPIED SPACES.

9. ALL EXISTING SERVICES AND UTILITIES SHALL BE MAINTAINED TO ADJACENT DEPARTMENTS OR AREAS THAT ARE IN OPERATION AND SERVED BY THEM. COORDINATE ALL DISRUPTIONS OR DISCONTINUATIONS OF UTILITIES AND SERVICES WITH OWNER. NO SHUT DOWN OF EXISTING SERVICES IS ALLOWED TO OCCUR UNTIL RECEIVING THE OWNER'S WRITTEN APPROVAL OF THE SHUT DOWN SCHEDULE. PROVIDE TEMPORARY SERVICES

AND/OR UTILITIES DURING INTERRUPTIONS AS REQUIRED AND APPROVED BY THE OWNER.

10. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO OWNER'S OCCUPIED AREAS ADJACENT TO NEW CONSTRUCTION OR OCCUPIED AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED. IN THESE AREAS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY LACK OF SUFFICIENT PROTECTION FROM THE WEATHER AND FROM THE RESULTS OF ALL

CONSTRUCTION ACTIVITY INCLUDING BUT NOT LIMITED TO DUST AND WATER.

11. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN APPROVAL FROM THE OWNER BEFORE USING OPEN FLAMES, WELDING RODS AND TORCHES.

THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS TO PROHIBIT THE MIGRATION OF SMOKE AND OTHER PRODUCTS OF COMBUSTION INTO OCCUPIED AREAS OF THE EXISTING BUILDING AND FOR OBTAINING ALL REQUIRED PERMITS RELATED TO HOT WORK.

12. PROVIDE FIRE PROTECTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY.

13. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PATCH ALL SPRAY-ON FIRE PROTECTION AT REMOVALS, AT ANY EXISTING LOCATIONS WHICH

ARE VOID OF PROTECTION WITHIN THE AREA OF WORK AND AT NEW CONSTRUCTION WHICH DISTURBS EXISTING FIRE PROTECTION. FIREPROOFING

MUST BE CONTINUOUS AND UNOBSTRUCTED.

14. DO NOT OVERLOAD THE EXISTING BUILDING STRUCTURE. MAINTAIN THE STRUCTURAL INTEGRITY OF ALL STRUCTURAL FRAMING MEMBERS AND

SYSTEMS AT ALL TIMES.

15. ALL DEMOLISHED MATERIAL, EXCEPT MATERIAL THAT IS LISTED OR MARKED BY THE ARCHITECT OR THE OWNER FOR RETENTION, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND IT SHALL BE DISPOSED OF. NO DEBRIS RESULTING FROM WORK SHALL BE LEFT IN THE CONSTRUCTION

ROUTES BEYOND THE AREAS OF WORK.

16. REMOVAL OF A PARTICULAR ITEM IS TO INCLUDE ALL RELATED ITEMS, SUCH AS REMOVAL OF WALLS WOULD INCLUDE ASSOCIATED DOORS, HARDWARE, ELECTRICAL, PLUMBING, MECHANICAL, ETC. REFER TO DEMOLITION DRAWINGS FOR MORE INFORMATION. FOR ALL REMOVALS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL AND

PLUMBING.

17. WHERE CEILINGS ARE SHOWN TO BE REMOVED, ALL UNUSED SUSPENDED EQUIPMENT, WIRES, ANGLES, ETC. SHALL BE REMOVED. SEE DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING LIGHTS MAY BE MAINTAINED AS TEMPORARY CONSTRUCTION LIGHTING.

18. THE CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ITEMS NOT DEMOLISHED OR REMOVED AS REQUIRED UNTIL PERMANENT SUPPORT

IS PROVIDED IN THE FINAL CONSTRUCTION.

19. ALL OPENINGS IN EXISTING WALLS, CEILINGS AND FLOORS, WHICH ARE THE RESULT OF REMOVALS AND OTHER NEW CONSTRUCTION ACTIVITY, SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE EXISTING MATERIALS. IF THE PATCH IS TO BE MADE IN FIRE RATED CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE PATCH SHALL BE FINISHED TO A LIKE NEW CONDITION TO MATCH THE EXISTING FINISH.

20. ALL EXISTING OPENINGS IN CEILINGS, FLOORS AND WALLS DISCOVERED IN THE EXISTING STRUCTURE SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE EXISTING MATERIALS. IF THE PATCH IS TO BE MADE IN FIRE RATED CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE PATCH SHALL BE FINISHED TO A LIKE NEW CONDITION TO MATCH THE EXISTING FINISH.

21. WHERE EXISTING SURFACES ARE TO BE REFINISHED OR ARE TO SERVE AS SUBSTRATE FOR THE ATTACHMENT OR APPLICATION OF NEW MATERIALS OR CONSTRUCTION, PREPARE OR ALTER THE EXISTING SURFACES AS NECESSARY TO PROPERLY ACCOMMODATE THE NEW MATERIALS.

22. FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES THAT IMPACT THE NEW WORK. DETERMINE THE SIZE AND LOCATION THE PENETRATIONS FROM THE EXISTING UTILITIES WITHIN THE NEW WORK. SEAL TIGHT TO ALL PENETRATIONS AND CAULK.

23. PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED AND FIRE SAFED TO ACHIEVE THE PROPER FIRE

RATING BY THE END OF CONSTRUCTION OPERATIONS FOR EACH DAY.

24. NEW HOLES IN EXISTING ELEVATED FLOOR AND ROOF STRUCTURES FOR NEW WORK MUST BE COORDINATED WITH THE EXISTING STRUCTURE SO

THAT CRITICAL STRUCTURAL MEMBERS ARE NOT DAMAGED.

25. UNLESS OTHERWISE NOTED, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING SALVAGED STOCK BEFORE ORDERING

NEW MATERIAL.

GENERAL PROJECT NOTES FOR EXISTING FACILITIES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Chillicothe VA Chillicothe, OH

Renovate Student Housing Buildings 15 and 16 15

#538-19-204 W 5 Design LLC Architecture and Interior Design 515 Wyoming Ave.

Cincinnati Ohio 45215 513-376-0968

Ryan Jeter

C U s e rs

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GI000

COVER SHEET

01/05/2022 PH PH

RENOVATE STUDENT HOUSING

BUILDINGS 15 AND 16

SHEET NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET

GI001 LIFE SAFETY PLAN

GI002 SITE ACCESS PLAN

GI003 ADA REQUIREMENTS

GI004 PARTITION TYPES/SCHEDULES

SITE DEVELOPMENT

CI1.10 CIVIL DETAILS

CD2.00 EXISTING SITE & DEMO PLAN

CS3.0 SITE LAYOUT PLAN

CG4.00 SITE GRADING PLAN

LS5.00 LANDSCAPE PLAN

STRUCTURAL

SB101 FOUNDATION PLAN, DETAILS, AND SECTIONS

ARCHITECTURAL

AD100 DEMOLITION PLANS BASEMENT

AD101 DEMOLITION PLANS 1ST FLOOR

AD102 DEMOLITION PLAN 2ND FLOOR

AE100 NEW WORK BASEMENT

AE101 NEW WORK PLAN 1ST FLOOR

AE102 NEW WORK PLANS 2ND FLOOR

AE131 ROOF PLANS

AC141 REFLECTED CEILING PLANS

AE201 EXTERIOR ELEVATIONS

AE401 INTERIOR ELEVATIONS NORTH

AE402 INTERIOR ELEVATIONS SOUTH

AE601 DOOR AND WINDOW DETAILS

AE900 ALTERNATE DEMOLITION PLANS 1ST FLOOR

AE901 ALTERNATE NEW WORK PLAN 1ST FLOOR

AE902 ALTERNATE 1ST FLOOR CEILING PLAN

AE903 ALTERNATE FURNITURE AND FINISH PLAN 1ST FLOOR

INTERIORS

IF100 FURNITURE AND FINISH PLAN BASEMENT

IF101 FURNITURE AND FINISH PLAN 1ST FLOOR

IF102 FURNITURE AND FINISH PLAN 2ND FLOOR

PLUMBING

PL001 PLUMBING LEGEND SHEET

PD101 PLUMBING BUILDING 15 BASEMENT DEMO PLAN

PD102 PLUMBING BUILDING 15 FIRST & SECOND FLOOR DEMO PLANS

PL101 PLUMBING BUILDING 15 BASEMENT NEW WORK PLAN

PL102 PLUMBING BUILDING 15 FIRST & SECOND FLOOR NEW WORK PLANS

PL501 PLUMBING SCHEDULES & DETAILS

PL601 PLUMBING BUILDING 15 SANITARY & VENT ISOMETRICS

PL602 PLUMBING BUILDING 15 DOMESTIC WATER ISOMETRICS

MECHANICAL

M001 MECHANICAL LEGEND, SYMBOLS, GENERAL NOTES

MD101 HVAC BUILDING 15 DEMOLITION

MD102 HVAC BUILDING 15 DEMOLITION

MH101 HVAC BUILDING 15 NEW WORK

MH102 HVAC BUILDING 15 NEW WORK

MH501 DETAILS

MH601 SCHEDULES

M901 ALTERNATE HVAC BUILDING 15 NEW WORK

MP501 STEAM DISTRIBUTION SCHEMATIC DEMOLITION AND NEW WORK

ELECTRICAL

E001 ELECTRICAL GENERAL INFORMATION

15ED100 PARTIAL ELECTRICAL DEMOLITION PLANS

15EL100 PARTIAL LIGHTING FLOOR PLANS

15EP100 PARTIAL POWER FLOOR PLANS

15EP600 PANEL SCHEDULES

15ES100 ELECTRICAL SITE PLAN

BUILDING 15 STREET VIEW OF FRONT ENTRANCES BUILDING 16 STREET VIEW OF FRONT ENTRANCES

DEPARTMENT OF VETERANS AFFAIRS

CHILLICOTHE, OHIO

D R A W I N G L I S T

Revisions: Date:

D W

Dryer Washer WasherDryer

DN

DN

UPUP

NFPA 2021 chapter 26 Lodging or Rooming Houses

26.1.1.1 The requirements of this chapter shall apply to buildings that provide sleeping accommodations for 16 or fewer persons on either transient or permanent basis, with or without meals, but without separate cooking facilities for individual occupants, except as provided in Chapter 24.

26.1.1.4 The requirements of this chapter shall apply to new buildings and to existing or modified buildings according to the provisions of 1.3.1 of this Code.

26.2 Means of Egress

26.2.1.1.1 Every sleeping room and living area shall have access to a primary means of escape complying with Chapter 24 and located to provide a safe path of travel to the outside.

26.2.1.2 Secondary Means of Escape: In addition to the primary route, each sleeping room and living area shall have second means of escape in accordance with 24.2.2 unless the sleeping room or living area has a door leading directly outside the building with access to the finished ground level or to a stairway that meets the requirements for exterior stairs in 26.2.1.1.2

24.2.2.3.3 It shall be an outside window or door operable from the inside without the use of tools, keys, or special effort and shall provide a clear opening of not less than 5.7 ft^2. The width shall be not less than 20”, and the height shall be not less than 24”. The bottom opening shall be not more than 44” above the floor. Such means of escape shall be acceptable where one of the following criteria is met:

1. The window shall be within 20’ of the finished ground level.

26.2.2 Stairways

26.2.2.1 Interior stairways, other than those in accordance with 26.2.2.2 or 26.2.2.3 shall comply with 7.2.2.5.3 and shall be enclosed by fire barriers having a minimum ½ hour fire resistance rating, with all openings protected with smoke actuated automatic closing or self-closing doors having a fire resistance comparable to that required for the enclosure.

26.2.2.2 Where an interior stair connects the street floor with the story next above or below only, but not with both, the interior stair shall be required to be enclosed only on the street floor.

26.2.3 Doors

26.2.3.1 Doors in a means of escape, other than bathroom doors in accordance with 26.2.3.2 and paths of travel in a means of escape shall be not less than 28” wide.

26.2.3.2 Bathroom doors shall be not less than 24” wide.

26.2.3.3 Every closet door latch shall be such that it can be readily opened from the inside in case of emergency.

26.2.3.4 Every bathroom door shall be designed to allow opening from the outside during an emergency when locked.

26.2.3.5 Door-locking arrangements shall comply with either 26.2.3.5.1 or 26.2.3.5.2

26.2.3.5.1 No door in any means of escape shall be locked against egress when the building is occupied.

26.2.3.5.2 Delayed egress locks complying with 7.2.1.6.1 shall be permitted, provided that not more than one such device is located in any one escape path

26.3 Protection

26.3.1 Protection of Vertical Openings

26.3.1.1 Vertical openings shall comply with 26.3.1.1.1, 26.3.1.1.2, or 26.3.1.1.3

26.1.1.1.1 Vertical openings shall be protected so that no primary escape route is exposed to an unprotected vertical opening.

26.1.1.1.1.1 Vertical openings shall be considered protected if the opening is cut off and enclosed in a manner that provides a smoke and fire resisting capability of not less than ½ hour.

26.1.1.1.1.2 Any door openings shall have smoke and fire resting capabilities to that of the enclosure and shall be automatic-closing on detection of smoker or shall be self-closing.

26.3.1.2 Exterior stars shall be protected against blockage caused by fire within the building.

26.3.3 Interior Finish

26.3.3.1 General: Interior finish shall be in accordance with section 10.2

26.3.4 Detection, Alarm and Communications Systems.

26.3.4.1 General

26.3.4.1.1 Lodging and rooming houses, other than those meeting 26.3.4.1.2 shall be provide with a fire alarm system in accordance with Section 9.6

26.3.4.1.2 A fire alarm system in accordance with section 9.6 shall not be required in existing lodging and rooming houses that have an existing smoke detection system meeting or exceeding the requirements of 26.3.4.5.1 where that detection system includes not less than one manual fire alarm box per floor arranged to initiate the smoke detection alarm.

26.3.4.2 Initiation: Initiation of the required fire alarm system shall be by manual means in accordance with 9.6.2, or by alarm initiation in accordance with 9.6.2.1 (3) in buildings protected throughout by an approved automatic sprinklered stem in accordance with 29.3.6.

26.3.4.3 Notification: Occupant notification shall be provide automatically in accordance with 9.6.3, as modified by 26.3.4.3.1 and 26.3.4.3.2

26.3.4.3.1 Visible signals for the hearing impaired shall not be required where the proprietor resides in the building and there are five or fewer rooms for rent.

26.3.4.3.2 Positive alarm sequence in accordance with 9.6.3.4 shall be permitted.

26.3.4.5 Smoke Alarm

26.3.4.5.1 Approved smoke alarms, other than existing smoke alarms meeting the requirements of 26.3.4.5.3 shall be installed in accordance with 9.6.2 in every sleeping room.

26.3.4.5.2 In other than existing buildings, the smoke alarms required by 26.3.4..5.1 shall be interconnected in accordance with 9.6.2.10.3

26.3.4.5.3 Existing battery powered smoke alarms, rather than house electric powered smoke alarms, shall be permitted where the facility has demonstrated the AHJ that the testing, maintenance, and battery replacement programs will ensure reliability of power to the smoke alarms.

26.3.4.6 Carbon Monoxide Alarms

26.3.4.6.1 Carbon Monoxide alarms or carbon monoxide detectors in accordance with Section 9.12 and 26.3.4.6 shall be provided in new lodging or rooming houses, where either of the following conditions occur.

1. Lodging or rooming houses with communicating attached garages, unless otherwise exempted by 26.3.4.6.3

2. Lodging or rooming houses containing fuel-burning appliances or fuel-burning fireplaces.

NOTE: FIRE PLACES ARE NOT USED AFTER THIS RENOVATION.

EXIT TRAVEL (DISTANCE)

SEMI-RECESSED FIRE EXTINGUISHER CABINET

(xx')

FEC

30 MIN FIRE RESISTANCE-RATED WALL - UL U407

1-HR SHAFT WALL - UL U415 SYSTEM A

BLDG. #

NORTH 0

SOUTH 1

LEVEL

BSMNT 0

LVL 1 1

LVL 2 2

ROOM #

ROOM NUMBERROOM NAME

15N SUN PORCH

15.01.06

15S SUN PORCH

15.11.06

195 SF

15N KITCHEN

15.01.05

190 SF

15S KITCHEN

15.11.05

151 SF

15S DINING

15.11.04

15S BED

15.11.03

15N BED

15.01.03

173 SF

15N DINING

15.01.04

238 SF

15N LIVING

15.01.02

217 SF

15S LIVING

15.11.02

15N CL

15.01.03A

15S CL

15.11.02A

15S TOILET

15.11.07

15N TOILET

15.01.07

108 SF

15N ENTRY

15.01.01

DN DN

78' - 10 7/8"

11' - 10 1/8" 11' - 8 3/4"

/4

/8

115 SF

15S ENTRY

15.11.01

(4

(5

15' - 0 5/8"

/8

( 5

(4

15N TOILET

15.02.03

132 SF

15S BED

15.12.04

15S TOILET

15.12.03

76 SF

15S BED

15.12.02

15S CL

15.12.02A

15S CL

15.12.01B

160 SF

15S BED

15.12.01

15S HALL

15.12.06

229 SF

15S BED

15.12.05

15S CL

15.12.04A

15S CL

15.12.05A 15S CL

15.12.01A

128 SF

15N BED

15.02.04

86 SF

15N BED

15.02.02

162 SF

15N BED

15.02.01

231 SF

15N BED

15.02.05

15N CL

15.02.04A

15N CL

15.02.05A

15N CL

15.02.01B

15N CL

15.02.02A

15N HALL

15.02.06

(56') (56')

702 SF

15S BASEMENT

15.10.01

710 SF

15N BASEMENT

15.00.01

183 SF

15S STORAGE

15.10.02

203 SF

15N STORAGE

15.00.02

15N CRAWL

15.00.03

15S CRAWL

15.10.03

15S MECH

15.10.02A

(50')

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Chillicothe VA Chillicothe, OH

Renovate Student Housing Buildings 15 and 16 15

#538-19-204 W 5 Design LLC Architecture and Interior Design 515 Wyoming Ave.

Cincinnati Ohio 45215 513-376-0968

Ryan Jeter

C U s e rs

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M

GI001

LIFE SAFETY PLAN

01/05/2022 PH RR

3/16" = 1'-0"

15 1ST FLOOR NEW LIFE SAFETY PLAN

3/16" = 1'-0"

15 2ND FLOOR NEW LIFE SAFETY PLAN

3/16" = 1'-0"

15 BASEMENT NEW LIFE SAFETY PLAN

UP

UP

FF=686.41'

FF=686.39'

FF=686.44'

FF=677.94'

FF=677.96'

FF=686.42'

Bush es

Bushes

Bush es

Bushes

B ushes

Steps

Steps

San M H

R=68 1.34

I=671 .56 (W

I=671 .32

10" PVC

10" P

VC

10" PVC

10" PVC

Steam Manholes

Bldg. 16

20"X2 0"

Acces s

Panel

Steam Manhole

SteamManhole

C overed Porch

C overed Porch

686.41

680.69

684.36

679.90

679.35

679.49

685.55

680.92

680.27

679.17

680.48

686.40

678.36

678.63

678.94

678.56

678.59

678.98

679.25

679.50

679.58

679.66

679.27

679.25

679.64

679.85

684.69

685.03

685.20

685.44

685.66

685.95

686.24

686.55

686.75

686.85

679.04

678.95

677.96

677.94

680.58

682.44

683.27

683.25

683.51

683.04

682.30

680.49

684.43

680.38

684.60

684.60

684.86

685.04

685.25

685.84

686.29

685.77

685.81

685.98

686.06

685.90

685.78

685.62

685.83

685.14

684.25

683.58

682.84

683.10

684.12

684.65

684.44

683.01

683.27

684.33

684.60

684.75

684.73

684.65

684.48

684.39

684.73

684.26

683.74

683.50

682.90

682.19

682.34

677.41

677.43

677.55

677.55

678.47

678.47

678.59

678.58

687.02

686.81

686.63

686.57

686.32

686.20

686.05

685.71

685.49

685.29

685.23

685.12

685.00

684.81

680.50

680.62

680.62

680.57

680.61

680.48

681.68

681.69

681.63

682.14

682.13

682.06

677.61

677.52

684.94

684.95

684.90

684.90

679.46

679.51

679.47

679.46

679.53

679.42

679.32

679.54

684.30

684.20

683.35

677.30

677.42

678.52

678.44

680.50

680.52

682.10

684.83

686.16

686.13

683.16

684.26

682.47

683.23

683.53

685.00

685.01

682.39

680.89

685.77

685.97

686.59

686.57

686.57

686.55

686.55

686.57

685.43

685.42

685.40

685.42

685.38

685.40

685.47

685.49

684.81

684.80

679.65

680.05

680.24

680.21

680.06

680.12

680.50

680.50

680.27

680.17

680.26

680.49

680.48

678.76

679.18

679.60

679.65

679.25

679.13

678.56

678.59

679.13

679.17

679.22

679.21

679.48

679.69

680.16

680.56

680.74

681.00

680.40

679.89

679.27

679.25

679.90

679.97

680.16

680.07

680.47

681.05

681.40

680.78

681.00

681.28

681.69

681.51

681.31

681.32

681.68

681.61

681.93

682.85

683.89

684.41

685.13

685.57

685.86

686.26

686.39

686.33

686.36

686.57

686.06

685.97

685.90

685.94

686.20

680.78

681.03

681.02

681.06

681.06

681.06

681.04

680.77

680.71

680.44

680.18

680.14

679.69

680.24

680.60

680.73

680.73

680.73

680.77

680.96

681.00

681.40

681.91

681.91

682.47

682.91

683.12

683.92

684.67

685.27

685.70

686.51

686.58

686.58

686.62

686.60

686.52

686.54

686.49

686.28

686.31

686.32

678.94

679.17

679.73

679.68

680.10

680.16

680.31

680.81

682.11

682.83

683.29

683.50

684.01

684.68

684.82

684.79

684.81

680.22

680.75

682.06

682.82

683.23

683.95

684.59

684.98

684.94

680.19

680.33

680.37

680.42

680.37

680.50

680.98

682.34

683.80

684.36

684.93

684.91

684.89

684.85

684.94

685.12

685.00

684.84

684.95

684.93

680.56

680.95

682.31

683.81

684.39

684.55

684.81

684.90

684.97

685.23

680.56

680.70

680.89

680.99

681.08

681.02

681.04

681.03

680.77

681.26

682.70

683.74

684.04

684.53

685.04

685.66

685.90

685.81

685.91

686.05 680.74

681.28

682.79

683.74

684.10

684.94

686.02

686.04

680.74

680.88

681.68

681.18

681.27

681.73

681.72

681.70

681.94

682.06

686.41

686.39

686.42

686.44

685.13

680.52

677.41

677.40

677.41

680.46

677.55

677.63

677.58

681.50

678.47

678.49

678.48

682.02

678.58

678.58

678.59

681.91

683.00

683.16

683.12

683.09

683.14

678.72

685.83

686.21

681.86

683.20

684.29

679.53

680.21

680.97

681.05

681.02

680.69

684.45

684.72

684.98

685.17

685.42

685.65

685.98

686.28

686.47

686.60

685.98

680.16

680.16

680.58

686.99

682.58

680.92

681.22

683.74

682.84

683.00

686.95

687.15

687.04

687.04

687.05

686.98

687.10

687.10

687.08

687.08

687.07

687.02

687.08

686.03

686.01

686.00

685.99

686.02

686.03

686.09

686.06

686.04

686.02

686.05

680.19

680.50

680.61

680.62

680.61

680.61

680.58

686.97

680.88

681.53

681.73

681.71

682.15

682.12

682.13

681.86

686.94

686.58

686.62

686.60

686.58

686.58

686.57

686.56

686.58

685.43

685.42

685.39

685.43

685.38

685.42

685.49

685.48

680.12

681.67

685.22

685.65

683.49

681.34

681.85

685.99

685.97

681.71

686.98

682.56

681.91

686.83

686.94

680.18

680.12

680.17

680.45

680.54

680.52

680.50

680.23

680.19

680.15

681.51

680.89

680.88

681.01

684.44

684.33

684.14

684.03

683.19

682.11

684.88

685.19

685.85

685.95

686.21

686.17

685.95

685.79

685.77

686.10

686.18

685.97

685.65

685.61

686.06

686.04

685.69

685.61

685.11

684.33

681.88

683.16

683.69

684.33

684.30

684.91

684.89

684.55

684.38

684.43684.81

685.02

683.78

684.38685.98

684.42

684.52

684.97

684.94

684.49

684.66

684.80 684.41

685.02

682.41

684.27

679.52

686.69686.70

684.81684.83

679.53

681.44

685.87

685.90

680.53

680.52

680.46

680.45

685.87

685.86

686.89

686.77

681.50

681.50

682.02

682.11

686.86

686.83

679.65

678.45

681.36

681.23

681.09

680.81

680.69

678.83

678.93

679.05

679.26

679.63

679.95

680.10

680.21

679.97

680.12

680.37

680.66

680.88

680.75

680.70

680.74

680.78

680.89

680.75

681.57

684.87

683.93

679.11

679.11

678.99

678.73

678.74

679.01679.03

679.74

680.31

680.60

681.36

681.98

682.23

679.52

679.30

679.23

679.24

679.65

680.47

680.76

681.39

680.31

680.07

680.09

680.76

680.72

681.00

680.69

681.01

681.87

680.62

683.35

684.76

685.16

678.59

679.21

679.14

679.71

680.03

680.39

680.79

680.76

681.01

681.39

678.85

679.16

679.16

679.53

679.43

679.48

680.09

680.15

680.14

680.14

680.03

680.39

680.68

681.24

686.41

679.57

679.86

680.08

680.24

680.17

680.36

680.00

679.50

679.25

681.83

680.99

680.36

680.59

681.13

683.16

685.11

685.01

680.36

680.35

680.70

680.73

680.71

680.91

681.10

681.39

681.10

681.82

685.11

685.13

679.71

680.35

680.31

679.49

15"TREE

18"TREE

BC1

BC1

BC1

EWK1 BC1

EWK1 BC1

BC1

BC1

BC1

BC1

BC1

EWK1 BC1

EWK1 BC1

BC1

BC1

BC2

BC2

BC2

BC2

BC2

BC2

BC2

BC2

BC2

BC2

BLD15+7

BLD15

BLD15

BLD15

BLD15

BLD15

BLD15

BLD15-7 CLO

BLD16

BSH5

BSTP-7 FWL

BSTP-7

BSTP+7

BSTP-7 FWL

BSTP+7 FWL

BSTP-7

BSTP+7

FWL BSTP-7

BWK2

BWK2

BWK2

EWK10-7 BWK2

EWK12-7 BWK2

EWK10-7 BWK2

EWK7-7 BWK2

BWK2

BWK2

BWK2

BWK2 EWK6-7

EWK5-7 BWK2

EWK5+7 BWK2

EWK2-7 BWK2

EWK+7 BWL+7/6"

BWL/6"

BWL-7/6"

BWL+7/6"

BWL/6"

EWK-7 BWL-7/6"

EWK9+7 BWL+7/6"

BWL/6"

BWL-7/6"

BWL+7/6"

BWL/6"

EWK9-7 BWL-7/6"

BWL+7/10"

BWL-7/10"

BWL+7/6"

BWL/6"

BWL/6"

BWL-7/6"

CC+7

CC

CC

CC-7 CLO

CC+7

CC

CC

CC-7 CLO

CON

CON

CON

DRN/10"

DRN/10"

DRN/4"

DRN/6"

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

UGE1 EBX

TOE EC+7

TOE EC-7

EC+7

EC

EC

EC

EC

EC-7 CLO

EC+7

EC

EC

EC-7 CLO

EC+7

EC

EC

EC-7 CLO

TOE7 EC7+7

TOE8 EC7-7

UGE4 UGE+7 EMH

EWK

EWK

EWK

EWK

STEPS TOE-7 EWK-7

EWK+7 BWL+7/6"

EWK

EWK

EWK

EWK

EWK

EWK-7 BWL-7/6"

EWK1

EWK1

EWK1

EWK1

EWK1

EWK1

EWK1 BC1

EWK1 BC1

EWK1

EWK1

EWK1

EWK1

EWK1 UGT1

EWK1

EWK1

EWK1

EWK1

EWK1

EWK1

EWK1

EWK1 BC1

EWK1 BC1

EWK1

EWK1

EWK1

EWK1

EWK1

EWK1

EWK1

EWK10+7 EWK11+7

EWK10

EWK10

EWK10

EWK10

EWK10

EWK10

EWK10

EWK10

EWK10

EWK10

EWK10

EWK10

EWK10

EWK10

EWK10

EWK10

EWK10

EWK10

EWK10

EWK10-7 BWK2

TOE EWK10+7

EWK10

EWK10

EWK10

EWK10-7 BWK2

EWK10+7 EWK11+7

EWK11

EWK11

EWK11

EWK11

EWK11

EWK11

EWK11

EWK11

EWK11

EWK11

EWK11

EWK11

EWK11

EWK11

EWK11

EWK11

EWK11

EWK11

EWK11

EWK11

EWK11

STEPS+7 EWK12+7 FWL+7

EWK12

EWK12

EWK12

EWK12

EWK12

EWK12

EWK12

EWK12

EWK12

EWK12

EWK12

EWK12

EWK12

EWK12

EWK12

EWK12

EWK12

EWK12

EWK12-7 BWK2

EWK2

EWK2

EWK2

EWK2

EWK2

EWK2

EWK2

EWK2

EWK2

EWK2

EWK2

EWK2

EWK2

EWK2

EWK2

EWK2

EWK2-7 BWK2

EWK4+EWK+7

EWK4

EWK4

EWK4

EWK4

EWK4

EWK4

EWK4

EWK4-7

STEPS TOE+7 EWK5+7

EWK5

EWK5

EWK5

EWK5

EWK5

EWK5

EWK5

EWK5

EWK5

EWK5

EWK5-7 TOE7

EWK5+7 TOE7

EWK5

EWK5

EWK5-7 BWK2

EWK5+7 BWK2

EWK5

EWK5

EWK5-7

EWK6+7 EWK7+7

EWK6

EWK6

EWK6

EWK6

EWK6

EWK6

EWK6

EWK6

BWK2 EWK6-7

EWK6+7 EWK7+7

EWK7

EWK7

EWK7

EWK7

EWK7

EWK7

EWK7

EWK7

EWK7

EWK7

EWK7

EWK7

EWK7

EWK7

EWK7

EWK7

EWK7

EWK7

EWK7-7 BWK2

EWK8+7 EWK9+7

EWK8

EWK8

EWK8

EWK8

EWK8

EWK8

TOE EWK8-7

EWK8+7 EWK9+7

EWK9 STEPS TOE+7

EWK9+7 BWL+7/6"

EWK9

EWK9

EWK9

EWK9

EWK9

EWK9

EWK9-7 BWL-7/6"

FF

FF

FF

FF

UGW5- 7 FH

TSTP- 7 FWL+7

BSTP-7 FWL

FWL

FWL-7

TSTP+7 FWL+7

BSTP-7 FWL

FWL

FWL-7

TSTP- 7 FWL+7

BSTP+7 FWL

FWL

FWL-7

FWL+7 TSTP+7

FWL BSTP-7

FWL

FWL-7

STEPS+7 EWK12+7 FWL+7

FWL- 7 POR4

FWL+7

FWL

FWL

FWL-7

GND

GND

GND

GND

GND

GND

20"X20"

UGE1 LP

MH/STEAM

MH/STEAM

MH/STEAM

MH/STEAM

PAV

PAV

PAV

PAV

PAV

PAV

PAV

PAV

PAV

PAV

SPUR150/CN

SPUR151/CN

SPUR152/CN

SPUR153/CN

SPUR154/CN

SAN MH

TOE+7 POR1

STEPS TOE-7 EWK-7

STEPS TOE+7

TOE

TOE-7

TOE+7 RAIL+7

TOE

STEPS TOE- 7 RAIL-7

STEPS TOE+7 EWK5+7

TOE-7 POR2

TOE+7

STEPS TOE-7

EWK9 STEPS TOE+7

TOE-7

TOE+7

TOE

TOE

TOE

TOE+7

TOE-7

TOE+7

TOE

TOE

TOE

TOE-7

TOE+7

TOE

TOE

TOE EC+7

TOE-7

TOE+7

TOE EC-7

TOE

TOE

TOE EWK10+7

TOE EWK8-7

TOE

TOE

TOE

TOE-7

STEPS TOE1+7

TOE7+7

TOE7

TOE7

TOE7

EWK5-7 TOE7

EWK5+7 TOE7

TOE7

TOE7

TOE7TOE7 EC7+7

TOE7-7

TOE8+7

TOE8TOE8

TOE8

TOE8

TOE8

TOE8

TOE8

TOE8

TOE8 EC7-7

TOE8

TOE8-7

TOP+7

TOP-7

UGE4+7 TRANS/36"X40"

TRAV100/CNTRAV100/CN

TRAV101/CNTRAV101/CN

TRAV102/IPC

TRAV103/CN

TSTP+7

STEPS TSTP-7

TSTP+7

TSTP- 7 FWL+7

TSTP+7 FWL+7

TSTP-7

TSTP+7

STEPS TSTP-7

TSTP+7

TSTP- 7 STEPS

TSTP+7

TSTP- 7 FWL+7

FWL+7 TSTP+7

TSTP-7

TSTP+7

TSTP- 7 STEPS

UGE4 UGE+7 EMH

UGE-7

UGE3 UGE+7

UGE

UGE

UGE

UGE-7

UGE1

UGE1

UGE1

UGE1

UGE1

UGE1

UGE1

UGE1 LP

UGE1

UGE1

UGE1

UGE1

UGE1

UGE1

UGE1

UGE1

UGE1

UGE1 EBX

UGE1

UGE1

UGE1

UGE1-7

UGE3+7

UGE3

UGE3

UGE3

UGE3

UGE3UGE3

UGE3

UGE3

UGE3

UGE3 UGE+7

UGE3

UGE3

UGE4+7 TRANS/36"X40"

UGE4

UGE4

UGE4

UGE4 UGE+7 EMH

UGE4

UGE4

UGE4

UGT1

UGT1

UGT1

UGT1 LID/20"X20"

UGT1

EWK1 UGT1

UGT1

UGT1

UGT1

UGT1

UGT1

UGT1

UGT1

UGT1

UGT1-7

UGT2+7

UGT2

UGT2

UGT2-7

UGT4

UGW3+7 UGW+7 UGW2+7

UGW

UGW

UGW

UGW

UGW-7

UGW3+7 UGW+7 UGW2+7

UGW2

UGW2

UGW2

UGW2 UGW5+7

UGW2-7

UGW3+7 UGW+7 UGW2+7

UGW3 WV

UGW3

UGW3

UGW3

UGW3

UGW3 UGW4+7

UGW3-7

UGW3 UGW4+7

UGW4

UGW2 UGW5+7

UGW5- 7 FH

UGW3 WV

WV

18"TREE

954955

923924

100104

101105

319320

E

ELEC

MH

H Y D

PL

SMH

X

WV

WV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Chillicothe VA Chillicothe, OH

Renovate Student Housing Buildings 15 and 16 15

#538-19-204 W 5 Design LLC Architecture and Interior Design 515 Wyoming Ave.

Cincinnati Ohio 45215 513-376-0968

Ryan Jeter

C U s e rs

\n a te m \O n e

D ri v e

\D o c u m e n ts \F

F E

C h ill ic o th e

B n a te

.m o u ld s .r v t

/1

/2

:5

:5

A

M

GI002

SITE ACCESS PLAN

01/05/2022 PH BL

1" = 10'-0"

SITE ACCESS PLAN - EXISTING CONDITIONS

BLDG

BLDG

EXISTING DRIVE

& DELIVERY

THIS SIDE

EXISTING

GARAGE

EXISTING

STREET

KEEP

CLEAR

BLDG

BLDG

THE CONSTRUCTION FENCE

LIMITS SHOWN ARE

APPROXIMATE GENERAL LIMITS

OF THE MAIN CONSTRUCTION

ZONE. THE CONTRACTOR SHALL

PROVIDE CONSTRUCTION

FENCING PER THE

SPECIFICATION AROUND ALL

EXTERIOR WORK AND ADJUST

LIMITS OF THE FENCING TO

SAFEGUARD THE PUBLIC.

CONTRACTOR PARKING BETWEEN

GARAGES - MAINTAIN DRIVE

ACCESS AT ALL TIMES.

SEE ENLARGED

PLAN THIS SHEET

Revisions: Date:

THE CONTRACTOR SHALL

PROVIDE NECESSARY

CONSTRUCTION ZONE

WARNING AND DETOUR

SIGNAGE FOR ALL WORK

THAT IMPACTS

ROADWAYS AND

WALKS. COORDINATE

SIGNAGE AND DETOUR

PLANS WITH THE COR

IN ADVANCE OF THE

WORK.

MIN

1' - 3"

C L R

K N

E E

S P

A C

E

M

IN

M A

X T

O R

IM

R E

F L E

C T

E D

S U

R F

A C

E O

F M

IR

R

O R

M A

X T

O B

O

VERIFY SIZE WITH

PLANS AND ELEVATIONS

MIN

8" DEEP

T O

R

IM

M A

X

2'-1" MAX

1'-5" MIN

M

IN

M

IN

SIDE VIEW FRONT VIEW

CLEARANCE

6" MAX TOE

1'-5" MIN

LAVATORY

PLUMBING LINES

WITHIN HATCHED

AREA REQUIRED

TO BE INSULATED

LINES OF REQUIRED

CLEARANCE

FINISH FLOOR

4'-0" MIN CLR

M

IN

M

IN

CLEAR SPACE

ALLOWABLE FOR

ACCESSIBILITY

MIRROR

M

IN

LINES OF REQUIRED

CLEARANCE

M

IN

2'-6" MIN

M

IN

M

A X

SINK

CLEAR FLOOR

SPACE

M

IN

2'-6" MIN

5' - 0" 4

F

L O

O R

M O

U N

T

W

A L

L H

U N

G

1'-6" MAX

1'-4" MIN

M

IN

M

A X

WATER CLOSET

SINK

CLEAR FLOOR

SPACE

5' - 0"

F

L O

O R

M O

U N

T

W

A L

L H

U N

G

1'-6" MAX

1'-4" MIN

4'-0" MIN

M

IN

1'-7" MAX

WATER CLOSET

SINK

CLEAR FLOOR SPACE

CLEARANCE AT WATER CLOSET CLEARANCE AT WATER CLOSET

CLEARANCE AT SINK

4' - 6"

RELATIONSHIP OF FIXTURES AND CLEARANCES

2' - 2"

6' - 0"

UP-SWINGING

GRAB BAR

CLEAR FLOOR

SPACES

WATER CLOSET

SINK

M

IN

2'-6" MIN

GRAB BAR

G E N E R A L S H E E T N O T E S :

1. ACCESSIBILITY DETAILS SHOWN SHALL BE USED WHERE ACCESSIBLE WORK IS IDENTIFIED IN THESE

DOCUMENTS OR OTHERWISE REQUIRED. CONTRACTOR SHALL THOROUGHLY REVIEW THESE DOCUMENTS.

SHOULD ANY CONFLICTS IN THESE DOCUMENTS ARISE, THE CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE IN WRITING PRIOR TO PURCHASE, INSTALLATION, AND CONSTRUCTION OF ANY ELEMENT

OF THE WORK.

2. APPLICABLE ACCESSIBILITY STANDARDS AND CODES ARE SHOWN IN THE CODE INFORMATION ON SHEET G001.

3. WHERE MORE THAN ONE CODE AND/ OR STANDARD IS INDICATED AS BEING APPLICABLE, THE MOST

STRINGENT CASE SHALL BE ADHERED TO.

4. STANDARDS AND CODES ON THIS SHEET ARE APPLICABLE TO ADA, ICC/ANSI A117.1 AND THE OHIO PLUMBING

CODE UNLESS OTHERWISE NOTED.

5. TOE CLEARANCE AT THE FRONT OF THE PARTITIONS IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 5'-2" DEEP WITH A WALL-HUNG WATER CLOSET OR 5'-5" DEEP WITH A FLOOR-MOUNTED WATER CLOSET. TOE CLEARANCE AT THE SIDE IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 5'-6" WIDE (ICC/ANSI A117.1).

TOE CLEARANCE IS EXCLUSIVE OF PARTITION SUPPORT MEMBERS. IF DEPTH OF STALL IS GREATER THAN 5'-0"

TOE CLEARANCE DOES NOT APPLY (ADA/ANSI A117.1 GOVERNS).

MAX

1' - 0" 3'-6" MIN

M

A X

T O

S E

A T

M

IN

T O

O U

T L E

T O

F D

IS

P

E N

S E

R

M

IN

T O

M A

X A

F F

M

A X

T O

B A

R

M

IN

9" MAX

7" MIN

GRAB BAR

1"

SANITARY NAPKIN

DISPOSAL AT WOMEN

OR UNISEX, SUGGESTED

LOCATION

GRAB BAR

M

A X

T O

B A

R

M

IN

1'-6" MAX

1'-4" MIN

SANITARY NAPKIN

DISPOSAL AT WOMEN OR

UNISEX, SUGGESTED

LOCATION

1 1/2"

3'-0" MIN

6" MAX

2'-0" MIN 1'-0" MIN.

M

A X

M

IN

M

IN

3'-5" MAX

3'-3" MIN

VERTICAL GRAB BAR

TOILET PAPER

DISPENSER

4'-6" MIN

M

A X

M

IN

M

IN

SIDE WALL REAR WALL

VERTICAL GRAB BAR

FLOOR CLEARANCE

5' - 0"

O P

E R

A T

IN

G

M E

C H

A N

IS

M

M A

X T

O

SOAP DISH

RECESS

SANITARY NAPKIN

DISPOSAL

(WOMEN'S ONLY)

6'

SHOWER CURTAIN ROD

TOWEL BAR

TOWEL PIN

SHOWER HEAD

U F

C G

U

ID

E L

IN

E

M A

X A

F F

A

B O

V E

S

IN

K T

O B

/O R

E F

L S

U R

F A

C E

MIRROR TOILET PAPER

DISPENSER

M

A X

M

IN

O P

E R

A T

IN

G

M E

C H

A N

IS

M

M A

X T

O

PAPER TOWEL

DISPENSOR

RECESS

O P

E R

A T

IN

G

M E

C H

A N

IS

M

M A

X T

O

O P

E R

A T

IN

G

M E

C H

A N

IS

M

GENERAL SYMBOLS

SCALE:?

DETAIL TITLE

BUILDING SECTION

WALL SECTION

EXTERIOR / INTERIOR

ELEVATION

INTERIOR MULTI-VIEW

ELEVATION

DETAIL SECTION

15A 106

C4

AE201

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS DRAWN

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS DRAWN

? DOOR NUMBER

KEYNOTE

WALL TYPE

ELEVATION INDICATION

NORTH ARROW

WINDOW NUMBER?

VIEW NAME

1/8"=1'-0"

15A300

SIM 3

15A300

SIM

15A300

SIM

15A300

SIM

BLDG. #

NORTH 0

SOUTH 1

LEVEL

BSMNT 0

LVL 1 1

LVL 2 2

ROOM #

ROOM NUMBER

W1

P1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Chillicothe VA Chillicothe, OH

Renovate Student Housing Buildings 15 and 16 15

#538-19-204 W 5 Design LLC Architecture and Interior Design 515 Wyoming Ave.

Cincinnati Ohio 45215 513-376-0968

Ryan Jeter

C U s e rs

\n a te m \O n e

D ri v e

\D o c u m e n ts \F

F E

C h ill ic o th e

B n a te

.m o u ld s .r v t

/1

/2

:5

:0

A

M

GI003

ADA REQUIREMENTS

01/05/2022 PH RR/BL

1/2" = 1'-0"

TYP. ACCESSIBLE LAVATORY CLEARANCE

1/4" = 1'-0"

TYP. CLEAR FLOOR SPACES

1/2" = 1'-0"

TYP. ACCESSIBLE TOILET CLEARANCE

1/2" = 1'-0"

TYP. RESTROOM FIXTURES AND ACCESSORIES

STUD

SIZENUMBER STUD GAUGE /

MAX. HEIGHT

STUD

SPACING

GYPSUM

BOARD

WALL

THICK. INSULATION FIRE

RATING UL NUMBER

TOP OF STRUCTURAL SLAB

SCHEDULED FLOOR FINISH

CONTINUOUS SEALANT AT BOTH SIDES

OF RUNNER (TOP & BOTTOM)

SCHEDULED BASE

CONT. MTL "C" RUNNER AND

FASTENERS @ 24" O.C. MIN.

FULL HEIGHT SOUND ATTENUATION

BLANKET

METAL STUDS

(1) LAYER GYP. BD. ON EACH SIDE

EXISTING STRUCTURE ABOVE

CONTINUOUS DEEP LEG DEFLECTION

TRACK FOR 1/2" STRUCTURE

DEFLECTION

EXTENDS STUDS TO STRUCTURE ABOVE

SCHEDULED CEILING AS PER REFLECTED

CEILING PLAN ON EITHER SIDE OF

PARTITION

FULL HEIGHT PARTITION (STC 45)

STUD

SIZENUMBER STUD GAUGE /

MAX. HEIGHT

STUD

SPACING

GYPSUM

BOARD

WALL

THICK. INSULATION FIRE

RATING UL NUMBER

SCHEDULED CEILING

MTL. STUDS

SCHEDULED BASE

CONTINUOUS SEALANT AT RUNNER

SCHEDULED FLOOR FINISH

CONT. MTL "C" RUNNER AND

FASTENERS @ 24" O.C. MIN.

FACE OF EXISTING WALL OR COLUMN

EXISTING STRUCTURE ABOVE

EXTEND GWB AND STUDS 6" BEYOND

CEILING LEVEL

TOP OF STRUCTURAL FLOOR

(1) LAYER OF GYPSUM BD.

6"

FURRING PARTITION

- N/A- N/A1

SECTION AT FLR

PLAN

SECTION AT CLG

SECTION AT FLR

PLAN

SECTION AT CLG

3 5/8" 16" O.C.

5/8" GYP

4 7/8"5/8" TILE BACKER20 G / 16'-5"

U4191 HR1A 3 5/8" 16" O.C. 5/8" GYP TYP X 4 7/8"5/8" GYP TYP X 3" SOUND

ATTENUATION

BLANKET

20 G / 16'-5"

N/AN/A2 3 5/8" 16" O.C. -- 4 1/4"

5/8" GYP TYP X

--20 G / 16'-5"

STUD

SIZENUMBER STUD GAUGE /

MAX. HEIGHT

STUD

SPACING

GYPSUM

BOARD

WALL

THICK. INSULATION FIRE

RATING UL NUMBER

SCHEDULED CEILING

MTL. STUDS

SCHEDULED BASE

CONTINUOUS SEALANT AT RUNNER

SCHEDULED FLOOR FINISH

CONT. MTL "C" RUNNER AND

FASTENERS @ 24" O.C. MIN.

EXISTING STRUCTURE ABOVE

EXTEND GWB AND STUDS 6" BEYOND

CEILING LEVEL

TOP OF STRUCTURAL FLOOR

(1) LAYER OF GYPSUM BD.

6"

SHAFTWALL PARTITION

SECTION AT FLR

PLAN

SECTION AT CLG

N/AN/A3 3 5/8" 16" O.C. -- 4 1/4"

5/8" GYP TYP X

-20 G / 16'-5"

3 1/2" SOUND

ATTENUATION

BLANKET

N/AN/A2A 2 1/2" - -- 3 1/8"

5/8" GYP

--20 G / 12'-10"

STUD

SIZENUMBER STUD GAUGE /

MAX. HEIGHT

STUD

SPACING

GYPSUM

BOARD

WALL

THICK. INSULATION FIRE

RATING UL NUMBER

WINDOW INFILL

N/AN/A4 3 5/8" 16" O.C. -- 4 1/4"

5/8" GYP TYP X

-20 G / 16'-5"

REMOVE EXISTING SILL

REMOVE EXISTING WINDOW

TRIM AND FRAME

EXISTING WOOD STUDS

EXISTING BRICK VENEER

EXISTING SHEATHING

DEMOLISH EXISTING PLASTER

CERAMIC TILE

9 1/4"

REMOVE EXISTING WINDOW

TRIM AND FRAME

DEMOLISH EXISTING PLASTER

CERAMIC TILE

EXISTING WOOD STUDS

EXISTING BRICK VENEER

EXISTING SHEATHING

INSULATED 3 5/8" METAL STUD

CEMENT BOARD

1/2" GYPSUM SHEATHING

BRICK VENEER AT INFILL

TO MATCH EXISTING

BRICK TIE 16" O.C.

HORIZONTAL AND VERTICAL

CONTINUOUS SEALANT

INTERIOR STUD GAGE AND SPACING CHART*

STUD

WIDTH

DESIGN

THICKNESS

(GAGE)

STUD

SPACING

(INCHES)

PARTITION HEIGHT

DEFLECTION VALUE 5 psf

BRACING

SPACING WHERE

OCCURSL/120 L/240 L/360

1 5/8"

0.0179 " (25)

0.0312" (20)

0.0179 " (25)

0.0312" (20)

0.0179 " (25)

0.0312" (20)

0.0179 " (25)

0.0312" (20)

0.0179 " (25)

0.0312" (20)

2 1/2"

3 5/8"

4"

6"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

10'-7"

9'-9"

12'-1"

11'-0"

13'-3"

11'-10"

16'-5"

14'-10"

15'-4"

13'-9"

20'-8"

18'-6"

17'-2"

15'-1"

23'-1"

20'-9"

19'-9"

16'-9"

30'-10"

27'-2"

8'-4"

7'-11"

9'-8"

8'-9"

11'-3"

10'-7"

12'-10"

11'-7"

14'-4"

13'-5"

16'-5"

14'-9"

15'-4"

14'-2"

18'-4"

16'-5"

19'-9"

16'-9"

24'-6"

21'-7"

8'-5"

7'-8"

9'-10"

9'-3"

11'-2"

10'-0"

12'-4"

11'-7"

14'-3"

12'-9"

13'-4"

12'-4"

15'-11"

14'-3"

17'-11"

16'-9"

21'-4"

18'-10"

4'-0" OC

4'-0" OC

4'-0" OC

4'-0" OC

6'-0" OC

6'-0" OC

6'-0" OC

6'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

10'-0" OC

10'-0" OC

10'-0" OC

10'-0" OC

1. PROVIDE MINIMUM 0.0312" STUDS AT WALLS TO RECEIVE FINISH (TILE, STONE, WOOD, ETC.)

2. PROVIDE MINIMUM 0.0312" STUDS AT JAMBS OF DOOR AND FIXED GLASS FRAMES, AT OPEN PARTITION ENDS, AND WHERE PARTITION IS TO RECEIVE

WALL MOUNTED SHELVES, CASEWORK, PLUMBING FIXTURES, ETC.

3. USE 5/8" FR GWB AT ALL FIRE-RATED PARTITIONS, ANCHOR W/ SCREWS AT 8" OC ON EDGES AT 12" OC IN FIELD PER UL DESIGN NUMBERS LISTED.

4. SEE ALL SPECIFICATIONS FOR GWB REQUIREMENTS AT TOILETS AND ALL WET AREAS.

5. APPLIES TO POWER AND COMMUNICATIONS, ETC.

A) BACK-TO-BACK PLACEMENT OF OUTLET BOXES NOT PERMITTED.

B) PLUG ALL UNUSED KNOCK-OUTS IN OUTLET BOXES WITH KNOCK-OUT CAPS

C) PROVIDE 'HILTI' FIRESTOP PUTTY PAD OR EQUAL TO OUTLET BOXES

D) DEPTH OF OUTLET BOX TO BE COMPATIBLE WITH STUD SIZES IN ORDER TO ACCOMMODATE BOX PAD

6. PROVIDE 2" X 6" WOOD BLOCKING AT WALL HUNG CASEWORK, SHELVES, COUNTERTOPS, HEAVY WALL SCONCES, AND MAJOR ARTWORK.

7. FOR LOCATIONS OF EXISTING AND NEW FIRE-RATED PARTITIONS,SEE LIFE SAFETY PLANS.

8. TYPE 1A - MATCH EXISTING WALL THICKNESS V.I.F.

9. PROVIDE ADDITIONAL BRACING AS REQUIRED AT ALL WALL STUD INSTALLATIONS EXCEEDING STUD MANUFACTURER REQUIREMENTS FOR MAXIMUM ALLOWED

HEIGHT AND DEFLECTION.

INTERIOR STUD CHART NOTES:

* REFERENCE STEEL STUD MANUFACTURER ASSOCIATION'S STANDARDS FOR SECTION PROPERTIES AND DESIGN OF STUD SIZE LISTED HERE

USE L/240 DEFLECTION CHART FOR ALL AREA UNLESS OTHERWISE NOTED.

G E N E R A L N O T E S :

1. BUILD PARTITIONS IN ACCORDANCE WITH PARTITION SCHEDULE AND DESIGN REFERENCED. REFERENCES ARE TO LATEST EDITION OF GYPSUM ASSOCIATION (GA) FIRE RESISTANCE DESIGN MANUAL, OR TO UNDERWRITERS LABORATORY (UL) FIRE RESISTANCE DIRECTORY.

2. PARTITION TYPES INDICATED ARE CONTINUOUS TO A CORNER OR AN INTERSECTING PARTITION, UNLESS INDICATED OTHERWISE. WHERE PARTITIONS OF DIFFERENT THICKNESS MEET, MAINTAIN A FLUSH SURFACE ON THE SIDE WHERE FACES ARE STRAIGHT AND CONTINUOUS, UNLESS NOTED OTHERWISE.

3. METAL STUD GAUGES SCHEDULED ARE THE MINIMUM REQUIRED, AND MAY BE INCREASED BY SPECIFICATIONS TO ACCOMMODATE LOADS, FINISHES, OR UNBRACED CEILING HEIGHT LIMITS. DO NOT CONSIDER CEILING SYSTEM(S) AS A PARTITION BRACING ELEMENT.

4. EDGES OF GYPSUM WALL BOARD (GWB) LEFT EXPOSED TO VIEW, OR ABUTTING DISSIMILAR MATERIAL, IS TO BE FINISHED WITH "L" OR "J" BEAD

TRIM AND COMPOUND UNLESS NOTED OTHERWISE.

5. ALL FIRE RATED WALL AND FLOOR PENETRATION MUST COMPLY WITH ASTM-E814

6. ALL DOOR OPENINGS SHALL BE 4" FROM A PERPENDICULAR PARTITION TO OUTSIDE FACE OF FRAME, UNLESS NOTED OR DETAILED OTHERWISE.

7. ALL PARTITIONS, INCL. STUDS, BOARD, SOUND ATTENUATION BLANKETS, ETC. TO EXTEND FROM TOP OF FLOOR SLAB TO UNDERSIDE OF

CONCRETE SLAB ABOVE UNLESS OTHERWISE NOTED.

8. CONTRACTOR IS TO CLOSE OFF ANY VOIDS LEFT AS A RESULT OF ANY REMOVALS AND NEW CONSTRUCTION, AS WELL AS INFILL ANY EXISTING VOIDS IN NEWLY DESIGNATED FIRE RATED PARTITIONS. ALL PATCHES SHALL MATCH AND ALIGN WITH SURROUNDING MATERIALS AND SHALL BE

IN ACCORDANCE WITH NFPA CODE.

9. REFER TO NEW ARCHITECTURAL FLOOR PLANS FOR PARTITION TYPE DESIGNATIONS.

10. CONTRACTOR SHALL SEAL PARTITION WALLS AROUND ALL M.E.P. PENETRATIONS OR OPENINGS, RESULTING FROM M.E.P. INSTALLATIONS

INCLUDING BUT NOT LIMITED TO THE SLAB, ABOVE AND BELOW CEILINGS.

11. ALL NEW MASONRY WORK INCLUDING NEW PARTITIONS, INFILL AND PATCHING; MATCH EXISTING COURSING AND TOOTH IN WITH EXISTING

ADJACENT CONSTRUCTION.

12. NO EXISTING FIREPROOFING IS TO BE REMOVED FROM EXISTING BUILDING STRUCTURE FOR ANY NEW INSTALLATION FOR ANY REASON.

13. IN AREAS OF TOILET ROOMS AND OTHER PLUMBING FIXTURES SUCH AS MOP BASINS, SINKS, SHOWERS, TOILETS, ETC. A TYPE 'X' MOISTURE RESISTANT GYPSUM WALLBOARD SHALL BE USED FOR THE WALL CONSTRUCTION. WHERE CERAMIC TILE IS SCHEDULED; CEMENTITIOUS BOARD

SHALL BE USED FOR THE WALL CONSTRUCTION.

14. UNLESS NOTED, THE CONNECTION AT THE TOP OF THE PARTITION TO THE STRUCTURE ABOVE MUST ALLOW FOR 1" MINIMUM VERTICAL MOVEMENT, EITHER UP OR DOWN. AT FIRE RATED METAL STUD PARTITIONS, THE TOP CONNECTION MUST BE A FIRE STOP CONNECTION THAT ALLOWS 1" MINIMUM VERTICAL MOVEMENT, EITHER UP OR DOWN. HOLD GYPSUM WALL BOARD AND STEEL STUDS 1" FROM THE BOTTOM OF THE STRUCTURE ABOVE. DO NOT SCREW-ATTACH STEEL VERTICAL STUDS OR GYPSUM WALL BOARD TO THE TOP TRACK. INSTALL BRIDGING 12"

MINIMUM FROM THE TOP OF THE STUDS.

P A R T I T I O N N O T E S :

ABBREVIATIONS

A.D.

A.C.T.

ACOUS.

A/C

A.C.P.

A.B.

AREA DRAIN

ACOUSTICAL CEILING TILE

ACOUSTIC

AIR CONDITIONING

ASPHALT CONCRETE

ANCHOR BOLT

PAVING

POUND OR NUMBER

PROPERTY LINE

FLOOR LINE

ANGLE

DIAMETER

CENTERLINE

AT

AND

BD.

APPROX.

ARCH.

ASPH.

ALT.

AL.

AGG.

BLDG.

BLK.

BLKG.

BM.

BRG.

BRK.

BOT.

BITUM.

CEM.

C.B.

CARP.

CAB.

B.U.R.

BTWN.

CLKG.

CLG.J.

CLG.

C.J.

CIR.

C.I.

CER.T.

CER.

BRZ.

COMB.

COL.

C.O.

CNTR.

CMU

CLS.

CLR.

C.W.

CTR.

CONV.O.

CONT.

CONST.

CONN.

CONC.

COMP.

DF.

D.F.

DIAG.

DIA.

DIM.

DISP.

DET.

DN.

D.O.

DR.

D.S.

D.T.

D.W.

DWR.

DIV.

CLO.

DOUGLAS FIR

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIMENSION

DISPOSAL

DIVISION

DOWN

DOOR OPENING

DOOR

DOWN SPOUT

DRAIN TILE

DISHWASHER

DRAWER

DETAIL

COLD WATER

CENTER

CONVECTION OVEN

CONTINUOUS

CONSTRUCTION

CONNECTION

CONCRETE

COMPOSITION

BENCH MARK or BEAM

BOARD

BITUMINOUS

BUILDING

BLOCK

BLOCKING

APPROXIMATE

ARCHITECT

ASPHALT

CONCRETE MASONRY

COMBINATION

COLUMN

CLEAN OUT

COUNTER

CLOSURE

CLEAR

CLOSET

CAULKING

CEILING JOIST

UNIT

CEILING

BRICK

BEARING

CONSTRUCTION JOINT

CIRCLE

CAST IRON

CERAMIC TILE

CERAMIC

CEMENT

CATCH BASIN

CARPET

CABINET

BUILT-UP ROOFING

BETWEEN

BRONZE

BOTTOM

ALTERNATE

ALUMINUM

AGGREGATE

EA.

E.E.

E.F.

E.J.

ELEC.

ELEV.

E.N.

EXISTING

EACH

EACH END

EXHAUST FAN

EXPANSION JOINT

ELECTRICAL

ELEVATION

EDGE NAIL

(E)

ADJUSTABLEADJ.

LP

LC

LF

Ø

ABOVE FINISH FLOORAFF

CONTRACTOR FURNISH/

OWNER INSTALL

C.F.O.I.

C.F.C.I. CONTRACTOR FURNISH/

CONTRACTOR INSTALL

E.C. ELECTRICAL CONTRACTOR

C.HK. COAT HOOK

C.B.B. CEMENTITIOUS BACKER

BOARD

A.C.M. ASBESTOS CONTAINING

MATERIALS

CW. CURTAINWALL

DWG(S). DRAWING(S)

FACE OF BUILDINGF.O.B.

FIXTURE

FACE OF CONCRETE

FLOOR

FLOOR JOIST

FLOOR LINE

FLASHING

FACE NAIL

GAUGE

FOOTING

FUTURE

FACE OF STUD

FIRE RETARDANT

TREATED WOOD

FACE OF MASONRY

FACE OF FINISH

F.O.S.

F.R.T.W.

FTG.

FUT.

GA.

FIXT.

F.J.

F.L.

FLASH.

FLR.

F.N.

F.O.C.

F.O.F.

F.O.M.

BEAM

GLASS

GLUE LAMINATED

GALVANIZED IRON

GRATE ELEVATION

GRAB BAR

GARBAGE DISPOSAL

GRADE

HOSE BIB

SHEET METAL

GYPSUM BOARD

HANDICAPPED

GALVANIZED

GROUND

HC.

GYP.BD.

H.B.

G.B.

G.D.

G.S.M.

GR.

GND.

GLB.

GL.

G.I.

G.E.

HEIGHT

HOUR

HEATING

HIGH POINT

HORIZONTAL

HOLLOW METAL

HARDWARE

HARDWOOD

INTERIOR

INVERT

HOT WATER

INSULATION

INSIDE DIAMETER

& AIR CONDITIONING

HEATING, VENTILATION

H.W.

INV.

INT.

INSUL.

I.D.

HDWE.

HDWD.

H.V.A.C.

HTG.

HR.

H.P.

HORIZ.

H.M.

HGT.

HDR. HEADER

JOIST

JANITOR

KITCHEN

JOINT

LABORATORY

JOIST HANGER

LAG BOLT

LAVATORY

LAMINATE

J.H.

JAN.

L.B.

LAV.

LAM.

LAB.

KIT.

JT.

JST.

EQUIV.

E.S.

E.W.

EXP.

EXP.B.

EXPO.

EXT.

F.

ENCL.

F.B.

F.BD.

F.BELL

F.B.O.

F.D.

FDN.

F.E.

FH.M.S.

F.HORN

F.F.

F.G.

FGL.

F.H.

F.E.C.

F.A.

FH.W.S.

FIN.

F.H.S.

ENCLOSURE

EQUIVALENT

EACH SIDE

EACH WAY

EXPANSION

EXPANSION BOLT

EXPOSURE

EXTERIOR

FLAT HEAD MACHINE

SCREW

SCREW

FIRE HORN

FIRE HOSE STATION

FLAT HEAD WOOD

FINISH

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER

FINISH FLOOR

FINISH GRADE

FIBERGLASS

FIRE HYDRANT

CABINET

FIRE ALARM

FACE BRICK

FIREBOARD

FIRE BELL

FURNISHED BY OTHERS

FACE

GALV. GALVANIZED

HOLLOW STRUC. STL.H.S.S.

FLUORESCENTFLOUR.

GENERAL CONTRACTORG.C.

E.W.C. ELECTRIC WATER CLOSET

FIRE VALVE CABINETF.V.C.

FOOD SERVICE EQUIPMENT

CONTRACTOR

F.S.E.C.

H.V.A.C. CONTRACTORH.C.

FIRE SUPPRESSION

CONTRACTOR

F.S.C.

PLASTIC LAMINATEP.LAM.

O.H.W.S.

SCREW

OVAL HEAD WOOD

APPROVAL)

PAPER TOWEL DISPENSER

PAPER TOWEL

PARTITION

DOUGLAS FIR

PRESSURE TREATED

REFLECTED CEILING

RADIUS

RUBBER BASE

QUARRY TILE

POLYVINYL-CHLORIDE

RECEPTACLE

R.C.P.

Q.T.

RAD.

R.B.

P.T.D.

PTN.

P.T.R.

P.V.C.

P.T.D.F.

REDWOOD

REFERENCE

REINFORCING

ROOF HATCH

ROUND HEAD METAL

RESILIENT

REFRIGERATOR

ROOF DRAIN

SCREW

ROOM

RAIN WATER LEADER

ROUGH OPENING

ROUND HEAD WOOD

SCREW

RDWD.

R.H.W.S.

R.W.L.

R.O.

RM.

R.H.M.S.

R.H.

RESIL.

REINF.

REFR.

REF.

R.D.

LIGHT

MATERIAL

LOW POINT

LIVE LOAD

LEFT HAND

MAT.

LT.

L.P.

L.L.

L.H.

MANHOLE

MINIMUM

MEDIUM

MANUFACTURER

MEMBRANE

MECHANICAL

MEDICINE CABINET

MACHINE BOLT

METAL

MASONRY OPENING

METAL THRESHOLD

MISCELLANEOUS

MODULAR

MOISTURE RESISTANT

MIRROR

M.C.

M.B.

MIN.

MH.

MFG.

MEMB.

MED.

MECH.

MIR.

MISC.

M.O.

MOD.

M.R.

M.T.

MTL.

MAX. MAXIMUM

NORTH

NATURAL

OVER

NUMBER

NOMINAL

NOT TO SCALE

NOT IN CONTRACT

OBSCURE

OUTSIDE DIAMETER

STUD

OFFICE

OUTSIDE FACE OF

ON CENTER

OVERFLOW

OVERALL

N.T.S.

O/ O.A.

OBS.

O.C.

O.D.

O.F.

OFF.

O.F.S.

(NOT PART OF OSA

N.

NAT.

N.I.C.

NO.

NOM.

PAINT

PLATE

PERFORATED

FOOT

POUNDS PER CUBIC

PANEL EDGE NAILING

PRESSED METAL

PAIR

FRAME

FOOT

POUNDS PER LINEAR

PLYWOOD

POUNDS PER SQUARE

PROPERTY

PLASTER

P.

P.C.F.

P.E.N.

PERF.

PL.

PLAS.

P.L.F.

PLYWD.

P.M.F.

PR.

P.S.F.

PROP.

OPP. OPPOSITE

POINT

PULL STATION

POUNDS PER SQUARE

INCH

P.STA.

PT.

P.S.I.

FOOT

(N) NEW

PLAN

REQUIREDREQD.

NON-COMBUSTIBLENON/COM

PLUMBING CONTRACTORP.C.

MECHANICAL, ELECTRICAL,

PLUMBING

M.E.P.

FRAMED MIRRORMR.

ROBE HOOKR.HK.

MOP HOLDERMP.H.

MOUNTEDMTD.

PAINTEDPTD.

TONGUE AND GROOVE

DRAWINGS

SOUTH

SEE CIVIL DRAWINGS

STORM DRAIN

SOLID CORE WOOD DOOR

DRAWINGS

SHEET

SIMILAR

SLIDING

SHEATHING

SHOWER

SECTION

SEALANT

SEE ELECTRICAL

SOLID BLOCKING

SOAP DISPENSER

SEE ARCHITECTURAL

S.E.D.

SHR.

SHT.

SIM.

SL.

SHTG.

S.BLKG.

S.A.D.

S.

SECT.

SEAL.

S.DISP.

S.D.

S.C.D.

SCWD

SQUARE

DRAWINGS

SPECIFICATION

SOUNDPROOF

DRAWINGS

STATION

STEEL

STORAGE

STANDARD

SUSPENDED

STRUCTURAL

DRAWINGS

STAINLESS STEEL

SEE MECHANICAL

SANITARY SEWER

SEE STRUCTURAL

SQUARE FOOT (FEET)

THICK

TEMPERED

TELEPHONE

TERRAZZO

TACKBOARD

TOP OF CURB

TRANSOM

TOP OF PLATE

TOP OF WALL

TOILET PAPER DISPENSER

TOE NAIL

TOOL JOINT

TOP OF PAVEMENT

TOP AND BOTTOM

T.O.C.

T.O.P.

T.O.PL.

T.O.W.

T.P.D.

TRN.

S.M.D.

SPEC.

S.P.

SQ.

S.S.D.

S. STL.

STO.

STL.

STD.

STA.

S.S.

SQ. FT.

T.B.

T&B.

TEL.

TEMP.

TER.

T&G.

SUSP.

T.J.

T.N.

THK.

STRUC.

S.L.D. SEE LANDSCAPE

TYPICAL

UNLESS NOTED OTHERWISE

URINAL

UNFINISHED

TELEVISION

VENT TO ROOF

VERTICAL

VESTIBULE

VERIFY IN FIELD

VINYL TILE

VINYL COMPOSITION

TILE

VERTICAL GRAIN

WEST

WITH

WINDOW

WOOD

WATER CLOSET

VINYL WALL COVERING

WITHOUT

WEIGHT

YARD

WATER PROOF

WATER HEATER

WATER COOLER

WELDED WIRE FABRIC

WATER RESISTANT

W/O

W.W.F.

W.P.

W.R.

WT.

YD.

T.V.

TYP.

UNF.

U.N.O.

V.C.T.

VERT.

VEST.

V.G.

V.I.F.

UR.

V.W.C.

W.

W/

W.C.

V.T.R.

W.F.

W.H

WDW.

WD.

V.T.

T.S. TUBE STEEL

SELF ADHERED SHEET

MEMBRANE

S.A.S.M.

SELF ADHERED FLEXIBLE

FLASHING

S.A.F.F.

WITHINW/IN

UNDERSIDEU/S

SANITARY NAPKIN

DISPOSAL

S.N.D.

T.S.C.D. TOILET SEAT COVER

DISPENSER

SANITARY NAPKIN

DISPENSER

S.N.V.

TOP OF SEATT.O.S.

SOUND ATTENUATION

BATT

S.A.B.

V.A. FURNISHED / CONTRACTOR

INSTALLED

(VC)

V.A. FURNISHED AND INSTALLED(VV)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Chillicothe VA Chillicothe, OH

Renovate Student Housing Buildings 15 and 16 15

#538-19-204 W 5 Design LLC Architecture and Interior Design 515 Wyoming Ave.

Cincinnati Ohio 45215 513-376-0968

Ryan Jeter

C U s e rs

\n a te m \O n e

D ri v e

\D o c u m e n ts \F

F E

C h ill ic o th e

B n a te

.m o u ld s .r v t

/1

/2

:5

:0

A

M

GI004

PARTITION TYPES/SCHEDULES

01/05/2022 PH RRRevisions: Date:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

6/

/2

:3 9:

P

M

CONSTRUCTION

DOCUMENTS

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD FFE Inc.

Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

01/05/22 DM BAMRevisions: Date:

Chillicothe VA Chillicothe, OH

Renovate Student Housing Buildings 15 and 16

#538-19-204

FE Inc.

Engineering and Technical Services

FRMF ENGINEERING, INC.

2323 W. 5TH AVENUE

SUITE 148

COLUMBUS, OH 43204

P: 614-441-9411 F: 614-388-8182

F

1TREE PROTECTION DETAIL

N.T.S.

CI1.10

CIVIL DETAILS

6" 6"

10" 16"

11-1/2"

1- 1/

2"

6"

6"

(MIN.)

END ELEVATION SIDE ELEVATION

SECTION ISOMETRIC

CLEANOUT FRAME & LID

6CLEANOUT

NOT TO SCALE

8"

*(1)

6" (M

IN

*(1)

VA

RI

AB

LE

IN

VE

RT

H

EI

GH

T

VA

RI

AB

LE

(2

24"4' (M

IN

6' (MIN.)

12' (MAX.)

ELEVATION

PLAN

4CURB RAMP

N.T.S.

WIDTH VARIES

2CONCRETE SIDEWALK

NOT TO SCALE

D+12" (MIN)

D+24" (MAX)

12"

20' MINIMUM SEEDING & MULCHING

12"

4" BEDDING

MATERIAL

TYPE A, B, OR

C BACKFILL

(TYPE B REQUIRED

WHEN TYPE A OR C

NOT SPECIFIED)

D

D+12" BEDDING

MATERIAL

TYP. TRENCH

FOR PVC

STORM & SANITARY PIPE

NOT TO SCALE

24"

5' (MIN.)

5' (M

IN

6' (MIN.)

12' (MAX.)

6' (MIN.)

12' (MAX.)

ELEVATION

PLAN

3CURB RAMP

N.T.S.

12"

12"

9PVC DRAIN BASIN

N.T.S.

8STRAW WATTLE

N.T.S.

6"

6"

1'-0"

WIDTH VARIES

INTEGRAL CURB & SIDEWALK

(FOR CURB RAMP AREAS)

NOT TO SCALE

ITEM 608, CLASS "C" CONCRETE

10RAMP

NOT TO SCALE

TRAVERSE SECTION B

LONGITUDINAL SECTION A

12"

1.875" O.D. STAINLESS STEEL…