Updated Bid Drawings.pdf

DAYTON VA MEDICAL CENTER

STABILIZE BLDG. 129 FOR NHA (PHASE 2)

DAYTON, OHIO

Contact:Contact: Contact:

GUIDON DESIGN INC.

Kyle Cyr Sr. Civil Engineer p: 317.800.6388 x 110 e: kcyr@guidondesign.com

CIVIL

ENGINEER

DAYTON VA MEDICAL

CENTER

RICK KIRKENDALL

Project Engineer

4100 W. Third Street Dayton, OH 45428 p: 937.268.6511 x 2837 e: Richard.Kirkendall@va.gov

OWNER

GUIDON DESIGN INC.

Adam Ogrzewalla Project

PM

1221 N. Pennsylvania Street Indianapolis, Indiana 46202 p: 317.800.6388 x 103 e: aogrzewalla@guidondesign.com

ARCHITECT

Contact:

DAYTON VA MEDICAL

CENTER

Robert Ivey Contracting Officer

OWNER

BID SET

1221 N. Pennsylvania Street Indianapolis, Indiana 46202

VICINITY MAP N

PROJECT LOCATION

LOCATION MAP

N

BUILDING LOCATION

N

BUILDING 129

GOVERNING CODES:

Refer to VA Manual PG-18-3 for additional codes, standards, guidelines and regulations, below listing is not comprehensive.

ICC, International Building Code, 2018 edition (IBC) ICC, International Plumbing Code, 2018 edition (IPC)

ASCE-07-10

ACI 318-11

ACI 530-11

AISC 341-10

AISC 360-10

PCI MNL 120-10, Design Handbook NFPA 101, Life Safety Code, 2018 edition (LSC) NFPA 70, National Electric Code, 2014 edition.

NFPA 80, Standard for Fire Doors and Fire Windows, 2016 edition.

NFPA 220, Standard Types of Building Construction, 2015 edition.

NFPA 780, Standard for Installation of Lighting Protection Systems, 2014 edition.

ANSI A117.1-2009 Standard on Accessible & Usable Buildings and Facilities Architectural Barriers Act Accessibility Standards (ABAAS) including VA supplement, Barrier Free Design Guide (PG-18-13) Energy policy Act of 2005 (EPAct) Executive Order 13423: Strengthening Federal Environmental, Energy, and Transportation Management.

Occupational, Safety and Health Administration (OSHA) Standards.

VA DESIGN MANUALS:

VA Barrier Free Design Guide PG-18-13 Architectural Asbestos Abatement Physical Security Design Manual: Life-Safety Protected Facilities Plumbing Site Structural

Local Codes:

As an agency of the federal government, VA is not subject to local imposition of code enforcement procedures (drawing reviews, building permits, inspections, fees, etc.). VA must function as the Authority Having Jurisdiction (AHJ) and thus has the responsibility to guard public health and safety through enforcing its adopted codes. However, local authorities should be notified about planned projects and given opportunity to review drawings provided that VA does not pay for review or inspection fees.

NOTES:

1. Conflicts between Nationally Recognized Codes and Standards and VA equirements – Should a conflict exist between VA requirements and VA adopted nationally recognized codes and standards, the conflict shall be brought to the attention of VA. The resolution of the conflict shall be made by the authority having jurisdiction for VA to ensure a consistency system wide.

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

DAYTON VAMC

o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

RICHARD KIRKENDALL

PROJECT ENGINEER

552-18-202

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA STREET | INDIANAPOLIS, IN. 46202

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

DAYTON VA MEDICAL CENTER

4100 W. THIRD STREET, DAYTON, OH 45428

C U s e rs

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BID SET

GI000

KNARO

COVER SHEET

02/21/2020

16.1012.02STABILIZE BLDG. 129 FOR NHA

(PHASE 2)

SHEET LIST

SHEET

NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET

GI101 CODE ANALYSIS

CIVIL

CS101 DEMOLITION PLAN

CS201 SITE PLAN

CS301 GRADING AND UTILITY PLAN

CS501 DETAILS

ARCHITECTURAL

AA001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

AD101 DEMOLITION PLAN - BASEMENT LEVEL

AD102 DEMOLITION PLAN - FIRST LEVEL

AD105 DEMOLITION PLAN - ROOF

AS101 FLOOR PLAN - BASEMENT LEVEL

AS102 FLOOR PLAN - FIRST LEVEL

AS121 ROOF PLAN

AS201 BUILDING ELEVATION

AS401 DETAILS

02/28/2020

G. MEANS OF EGRESS

Means of egress. The building is equipped with an automated sprinkler system.

1. Maximum travel distance: 300 feet

2. Common path of travel: 50 feet

3. Dead ends: 50 feet

4. Corridors: Table 1018.1: Corridors are not required to be rated.

NFPA 101. 38.2.5.21 In buildings protected throughout by an approved, supervised automatic sprinkler system in accordance with Section

9.7.1.1(1), dead- end corridors shall not exceed 50 ft (15 m).

NFPA 101. 38.2.5.3.1 A common path of travel shall be permitted for the first 100 ft (30 m) in a building protected throughout by an approved, supervised a automatic sprinkler system in accordance with Section 9.7.

NFPA 101. 389.2.6.3 Travel distance shall not exceed 300 ft (91 m) in business occupancies protected throughout by an approved, supervised automatic sprinkler system in accordance with Section 9.7.

5. Number of exits: At least two exits shall be provided from every floor/tier. Existing exiting from floors above and below not modified within project scope.

NFPA 101. 38.2.3.2 Egress Width Factor: Table 7.3.3.1 requires a minimum egress width of 0.2 in per occupant for doors. ramps, and corridors and a minimum egress width of 0.3 in per occupant for stairs. Corridor shall not be less than 44 inches.

7. Occupant Load factor: Chapter 10, Table 1004.1.2, Business requires an occupancy load of 1 person per 100 square foot. The group rooms are assembly areas, unconcentrated with seating and tables which require an occupancy load of 1 person per 15 square foot.

8. Spaces with one exit or exit access doorway for occupancy B shall only require 1 door with a room occupancy of 49 or less.

Where two or more exist are required they shall comply with the following:

Remoteness of exits: Where two or more exits or exit access doorways are required from any portion of the exit access, at least two of the exit doors or exit access doorways must be placed a distance apart equal to not less than one-half of the length of the maximum overall diagonal dimension of the building or area to be served measured in a straight line between exit doors or exit access doorways.

NFPA 101, 38.2.4.1 (3),Exit access, shall be permitted to include a single exit access path for the distances permitted as common paths of travel by 38.2.5.3. (38.2.4.2)

NFPA 101, 38.2.4.3. A single exit shall be permitted for a room or area with a total occupant load of less than 100 persons, provided that all of the following criteria are met: (38.2.4.3)

1. The exit shall discharge directly to the outside at the level of exit discharge for the building.

2. The total distance of travel from any point, including travel within the exit, shall not exceed 100 ft (30 m) .

9. Doors shall swing in the direction of egress travel where serving an occupant load of 50 or more persons. (Chapter 10, 1008.1.2)

10. Ramp Design: per the LSC 7.2.5:

Maximum Slope: 1/12

Guard: 42 inches(Required where elevation change exceeds 30 inches. Design shall prevent the passage of a 4 inch Sphere.)

4 inch curbs required for drop off edge of ramp

Handrail: 30-38 inches (required for ramps with more than a 6 inch rise.

11. Means of Egress Illumination shall be provided.

12. Exit Signs 1013.1 Exception 1, Exit signs are not required in rooms or areas that required only one exit or exit access.

NFPA 101 Life Safety 2015

38.3.6.1* Where access to exits is provided by corridors, such corridors shall be separated from use areas by fire barriers in accordance with Section

8.3 having a minimum 1 hour fire resistance rating, unless one of the following conditions existing Exception No. 1:* Where exits are available from an open floor area. Exception No. 2:* Within a space occupied by a single tenant. Exception No. 3: Within buildings protected throughout by an approved, supervised automatic sprinkler system in accordance with Section 9.7.1.1(1)

38.5.2 Heating, Ventilating, and Air Conditioning. Heating, ventilating, and air conditioning equipment shall comply with the provisions of Section 9.2.

ICC IBC 2015

A. OCCUPANCY CLASSIFICATION

1. The existing building occupancy is Group B, Business, Clinic-outpatient. (Chapter 3, 304) (NFPA 101 6.1.11)

2. Occupancy Classification does not require any special requirements based on use and occupancy. (Chapter 4)

B. CONSTRUCTION CLASSIFICATION

1. The building is an existing 3-story building with a B occupancy. The project scope does not change the construction type or expand the overall building height or allowable area. (Chapter 5)

2. Primary structural elements are existing and concrete. The project scope does not change the structural elements in anyway.

4. Existing Building, Assume: Type II B, 3 story limit, 69,000 square feet.

5. Fully Sprinkled

C. FIRE RESISTANCE RATED SEPARATIONS

1. Fire-Resistance Rating Requirements for Building Elements (hours) (Chapter 6, Table 601)

Existing Building, Assume:

Primary Structure: 0

Bearing Walls

Exterior 0

Interior 0

Non-Bearing Walls Interior 0

Floor Construction and secondary members 0

Roof Construction and secondary members 0

D. FIRE AND SMOKE PROTECTION FEATURES

1. Fire barriers and shaft enclosures shall meet Table 707.3.9 which requires a 2-hour fire-resistance rating for B occupancies. Existing 2 hour fire barrier assumed to separate the existing building. (Chapter 7, Table 707.3.10)

2. Existing fire/smoke rated barriers shall be maintain within project boundary.

NFPA 101 38.3.2 Protection from hazards. 38.3.2.1 General. Hazardous areas including, but not limited to, areas used for general storage, boiler, furnace rooms, and maintenance shops taht include woodworking and painting areas shall be protected in accordance with Section 8.7. No high hazards are stored within building/project boundary.

NFPA 101. 8.7.1.1 Protection from any area having a degree of hazard greater that of normal to the general occupancy of the building or structure shall be provided by one of the following means: (1) Enclosing the area with a fire barrier without windows that has a 1-hour fire resistance rating in accordance with Section 8.3. (2) Protecting the area with automatic extinguishing systems in accordance with Section 9.7. All storage rooms within project boundary are protected by both item 1 and 2.

E. INTERIOR FINISH

Interior wall and ceiling finish to be designed in accordance with Table 803.11. (Chapter 8, Table 803.11)

1. Class A, B and C finish is permitted for interior walls and ceilings in rooms, and corridors. Class A or B finish is permitted for exits. (NFPA 38.3.3)

NFPA 101. 38.3.3.3.1 Interior finishes shall comply with Section 10.2.

NFPA 101. 38.3.3.3. Interior floor finishes in exit corridors shall be Class 1 or Class II.

NFPA 101. 38.3.3.3.3 Interior floor finishes shall comply with 10.27.1 or 10.2.7.2 as applicable.

G. FIRE PROTECTION SYSTEMS

1. Automatic Sprinkler System is provided within the building and shall be modified to accommodate the renovation and it shall be revised in compliance with NFPA 13. (Chapter 9, (F) 903.2.11.4)

2. Portable Fire Extinguishers shall be provided and installed in accordance with Chapter 9 and NFPA 10. A single 2-A extinguisher shall be provided per 3,000 square feet, and within a travel distance of 75 feet. (Table 906.3(1)) NFPA 101, 38.3.5 Extinguishing Requirements. Portable fire extinguishers shall be provided in every business occupancy in accordance with 9.9/ NFPA 10.

3. Fire Alarm and Detection Systems is an existing system and shall be brought to current NFPA 72 as the existing system allows.

a. Chapter 9 (F) 907.2.2 Group B, Exception: Manual fire alarm boxes are not required where the building is equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 and the occupant notification appliances with activate through the notification zones upon sprinkler water flow.

NFPA 101. 38.3.4.1 Detection, Alarm and Communications Systems. General. A fire alarm system in accordance with Section 9.6 shall be provided in all business occupancies where (2) The occupancy is subject to 50 of more occupants above or below the level of exit discharge.

NFPA 101. 38.3.4.2 Initiation. Initiation of the required fire alarm system shall be by any one of the following means (3) Approved automatic sprinkler system in accordance with 9.6.2.1(3) that provides protection through the building and provisions 9.6.2.6 shall apply.

NFPA 101. 38.3.4.3 Occupant Notification. During all times that the building is occupied the required fire alarm system, once initiation shall perform on of the following functions: (1) It shall activate a general alarm in accordance with 9.6.3. (2) A positive alarm sequence in accordance with 9.6.3.4 shall be permitted.

NFPA 101. 38.3.4.4. Emergency Forces Notifications. Emergency forces shall be provided and shall include notifying both of the following: (1) Fire department in accordance with 9.6.4. (2) Approved local emergency organization, if provided.

CODE ANALYSISGOVERNING CODES:

Refer to VA Manual PG-18-3 for additional codes, standards, guidelines and regulations, below listing is not comprehensive.

ICC, International Building Code, 2015 edition (IBC)

ICC, International Plumbing Code, 2015 edition (IPC)

ASCE-07-10

ACI 318-11

ACI 530-11

AISC 341-10

AISC 360-10

NFPA 101, Life Safety Code, 2015 edition (LSC)

2010 ADA Standards for Accessible Design

VA DESIGN MANUALS:

VA Mental Health Facilities Design Guide December

VA Barrier Free Design Guide PG-18-13

Architectural

Asbestos Abatement

Electrical

Equipment

Fire Protection, Sixth Edition Revised September 2011

HVAC

Interior Design

Physical Security Design Manual: Life-Safety Protected

Facilities

Plumbing

Site

Structural

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

DAYTON VAMC

o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

RICHARD KIRKENDALL

PROJECT ENGINEER

552-18-202

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA STREET | INDIANAPOLIS, IN. 46202

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

DAYTON VA MEDICAL CENTER

4100 W. THIRD STREET, DAYTON, OH 45428

C U s e rs

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BID SET

GI101

KNARO

CODE ANALYSIS

02/21/2020

16.1012.02STABILIZE BLDG. 129 FOR NHA

(PHASE 2)

02/28/202002/28/2020

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

DAYTON VAMC

o n e e i g h t h i n c h o n e f o o t 1 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

RONALD LYNN

PROJECT ENGINEER

552-18-202

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

DAYTON VA MEDICAL CENTER

4100 W. THIRD STREET, DAYTON, OH 45428

C U s e r s a o g r z e w a l l a

D o c u m e n t s

D a y t o n

V

A b l d g a o g r z e w a l l a r v t

BID SET

CMBSLP06/29/2018

16.1012.02

STABILIZE BLDG. 129 FOR NHA

(PHASE 2)

N

0 2010

DEMOLITION PLAN

CS101

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

DAYTON VAMC

o n e e i g h t h i n c h o n e f o o t 1 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

RONALD LYNN

PROJECT ENGINEER

552-18-202

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

DAYTON VA MEDICAL CENTER

4100 W. THIRD STREET, DAYTON, OH 45428

C U s e r s a o g r z e w a l l a

D o c u m e n t s

D a y t o n

V

A b l d g a o g r z e w a l l a r v t

BID SET

CMBSLP06/29/2018

16.1012.02

STABILIZE BLDG. 129 FOR NHA

(PHASE 2)

N

0 2010

SITE PLAN

CS201

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

DAYTON VAMC

o n e e i g h t h i n c h o n e f o o t 1 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

RONALD LYNN

PROJECT ENGINEER

552-18-202

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

DAYTON VA MEDICAL CENTER

4100 W. THIRD STREET, DAYTON, OH 45428

C U s e r s a o g r z e w a l l a

D o c u m e n t s

D a y t o n

V

A b l d g a o g r z e w a l l a r v t

BID SET

CMBSLP06/29/2018

16.1012.02

STABILIZE BLDG. 129 FOR NHA

(PHASE 2)

N

0 2010

PONDING

GRADING AND UTILITY

PLAN

CS301

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

DAYTON VAMC

o n e e i g h t h i n c h o n e f o o t 1 t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

RONALD LYNN

PROJECT ENGINEER

552-18-202

GUIDON DESIGN INC.

905 N. CAPITOL AVE. SUITE 100 | INDIANAPOLIS, IN. 46204

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

DAYTON VA MEDICAL CENTER

4100 W. THIRD STREET, DAYTON, OH 45428

C U s e r s a o g r z e w a l l a

D o c u m e n t s

D a y t o n

V

A b l d g a o g r z e w a l l a r v t

BID SET

CMBSLP06/29/2018

16.1012.02

STABILIZE BLDG. 129 FOR NHA

(PHASE 2)

DETAILS

CS501

DOME GRATE NOTES:

1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536

GRADE 70-50-05.

2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE

OF A PVC BODY TOP.

3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN

DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING

RESTRICTIONS.

4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO

ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),

N-12 HP, & PVC SEWER (4" - 24").

5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°.

6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING.

SOLID COVER NOTES:

1 - 8" - 30" SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.

2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.

8" & 10" SOLID COVERS FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF

A PVC BODY TOP.

3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN

DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING

RESTRICTIONS.

4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO

ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL),

N-12 HP, & PVC SEWER (4" - 24").

5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°.

6 - SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY;

NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING.

PROJECT GENERAL NOTES

1. IN THE CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE

CONTRACT DOCUMENTS, THE BETTER QUALITY, MORE STRINGENT

REQUIREMENTS OR GREATER QUANTITY OF WORK, AS DETERMINED BY THE

GOVERNMENT, SHALL BE PROVIDED.

2. ATTENTION ALL USERS OF THESE DRAWINGS, GENERAL CONTRACTORS,

SUB CONTRACTORS, MANUFACTURERS, SUPPLIERS: CAREFULLY AND

THOROUGHLY REVIEW THESE GENERAL NOTES. IT IS YOUR RESPONSIBILITY

TO KNOW AND ADHERE TO THESE REQUIREMENTS.

3. DO NOT PRESUME THAT YOUR SCOPE OF WORK IS SINGULARLY DEFINED.

YOUR SCOPE OF WORK IS DEFINED THROUGHOUT THE ENTIRE SET OF

DRAWINGS AND SPECIFICATIONS AND IS NOT CONTAINED IN JUST ONE

SERIES OF DRAWINGS OR DIVISION OF SPECIFICATIONS. YOU MUST REVIEW

THE ENTIRE SET OF CONTRACT DOCUMENTS TO DETERMINE YOUR SCOPE

OF WORK.

4. EVERY EFFORT HAS BEEN MADE TO MAKE THESE DOCUMENTS CONCISE

AND COORDINATED, TO DEFINE WORK IN THE MOST LOGICAL PLACE AND

TO ELIMINATE REDUNDANCY. KEEP IN MIND HOWEVER THAT YOUR SCOPE

OF WORK CAN BE CONTAINED IN VARIOUS PLACES, WITH VARYING

DESCRIPTIONS. DO NOT CONSIDER THAT THERE IS ONE CUSTOMARY

PLACE TO LOCATE YOUR WORK. THERE IS A DANGER OF OMITTING WORK

FROM YOUR SCOPE BECAUSE THE ENTIRE SET OF DOCUMENTS WAS NOT

REVIEWED.

5. MECHANICAL AND ELECTRICAL DRAWINGS SHOW INFORMATION IN A

DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE GENERAL

CONTRACTOR IS TO COORDINATE THE LOCATIONS OF ALL MECHANICAL

AND ELECTRICAL EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL AND

STRUCTURAL DETAILING OF SHAFTS, CHASES, AND SUCH.

6. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH SITE

CONDITIONS AS THEY MAY AFFECT CARRYING OUT THE WORK AS

DESCRIBED IN THESE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL

INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE

PROJECT, AND NOTIFY THE ARCHITECT OF ANY CONDITIONS THAT REQUIRE

MODIFICATION BEFORE PROCEEDING WITH THE WORK.

7. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, LABOR,

AND SERVICES NECESSARY TO COMPLETE THE WORK.

8. ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT

SHALL BE FAMILIAR WITH THE RULES AND REGULATIONS OF THE

OCCUPATIONAL SAFETY AND HEALTH ACT, AND IMPLEMENT THOSE RULES

AS THEY APPLY TO THIS PROJECT.

9. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE BUILDING

CODES AS NOTED ON CODE SHEETS AND VA STANDARDS.

10. CONTRACTOR SHALL SUBMIT CONFORMATION OF ORDERED MATERIALS OR

ITEMS NECESSARY TO COMPLETE THE PROJECT WITH PROJECTED

DELIVERY DATE GREATER THAN FOUR WEEKS.

11. ALL SUBCONTRACTORS SHALL SUBMIT SHOP DRAWINGS AS REQUIRED FOR

APPROVAL PRIOR TO COMMENCING ANY WORK.

12. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE

COORDINATION OF ALL TRADES AND THE PREVENTION OF CONFLICT

AMONG ALL TRADES.

13. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND

PROTECTING ALL UTILITY LINES. LOCATIONS SHOWN ARE APPROXIMATE.

REPAIR ALL DAMAGE TO UTILITY LINES CAUSED BY CONSTRUCTION

OPERATIONS AT NO COST TO THE OWNER.

14. PROVIDE SEALANT AT ALL JOINTS OR CRACKS THAT OCCUR WHERE

DISSIMILAR MATERIALS INTERSECT PERPENDICULAR TO EACH OTHER, AND

THE INTERSECTION IS EXPOSED TO VIEW, UNLESS INDICATED OTHERWISE

ON

THE DRAWINGS.

15. ALL PENETRATIONS AT SMOKE AND FIRE RATED WALLS, FLOORS, OR

CEILINGS, SHALL BE PROTECTED, SEALED OR DAMPERED USING ONLY HILTI

FIRE STOPPING APPROVED METHODS, MATERIALS AND INSTALLATION.

16. CONTRACTOR SHALL TAKE CARE TO MAINTAIN EXISTING FIRE PROTECTION

SYSTEMS. REPLACE FIRE-PROOFING AND SEALANTS TO ORIGINAL STATE

WHERE DISTURBED BY CONSTRUCTION AND WHERE CONNECTIONS OF NEW

CONSTRUCTION MUST INTERFACE WITH EXISTING PROTECTED

STRUCTURAL

MEMBERS OR BUILDING COMPONENTS.

17. PAINT ALL EXPOSED STEEL UNLESS NOTED OTHERWISE.

18. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND

SHORING REQUIRED DURING CONSTRUCTION.

19. ALL WORK AND MATERIAL SHALL BE REGARDED AS NEW UNLESS

SPECIFICALLY INDICATED AS “EXISTING” OR “(E)” ON THE DRAWINGS AND

DESCRIBED WITHIN THE SPECIFICATIONS.

20. TYPICAL DETAILS MAY NOT NECESSARILY BE REFERENCED ON THE

DRAWINGS, BUT APPLY UNLESS NOTED OTHERWISE.

21. SECURITY AND SAFETY ARE THE CONTRACTOR'S RESPONSIBILITY.

COORDINATE WITH CONTRACTING OFFICER'S REPRESENTATIVE.

1. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING REVIT®

SOFTWARE IN A MICROSOFT WINDOWS ENVIRONMENT. A BUILDING

INFORMATION MODEL (BIM) WAS DEVELOPED SOLELY TO COMMUNICATE THE

DESIGN TO THE OWNER AND IS NOT SUITABLE FOR ANY OTHER PURPOSE.

FOR EXAMPLE THE REVIT MODEL IS NOT SUITABLE FOR COST ESTIMATING,

SYSTEMS PERFORMANCE, COORDINATION, SCHEDULING, OR FACILITIES

MANAGEMENT.

2. THESE DOCUMENTS WERE PRODUCED USING THE CONSTRUCTION

SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM AND THE NATIONAL

CAD STANDARD AS GUIDES.

3. ANY INDICATION OF PROJECT LIMITS OR LINES OF DEMARCATION ARE SHOWN

FOR THE CONVENIENCE OF THE CONTRACTOR, AND ARE NOT TO BE TAKEN

LITERALLY. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY THE

CONTRACTOR AND APPROVED BY THE OWNER BEFORE ACTUAL

CONSTRUCTION WORK BEGINS.

4. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT

CONFIGURATIONS OR DETAILS OF SPECIFIC MANUFACTURERS. DIMENSIONS

AND DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE

ACTUALLY INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER

MANUFACTURERS ARE ALSO ACCEPTABLE. THEREFORE, ACTUAL

INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN.

CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL

PRODUCTS TO BE INCORPORATED IN THE WORK (INCLUDING THICKNESSES

FOR RECESSED OR SEMI-RECESSED PRODUCTS), AND IS RESPONSIBLE FOR

ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR

PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.

5. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR

CONVENIENCE. THE SEPARATIONS USED ARE USED ONLY FOR THE PURPOSES

OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMIT

THE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS, OR OF THE

DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS

ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO BE

CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.

6. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY

SPECIFIC ENGINEERING DISCIPLINES (SUCH AS CIVIL, STRUCTURAL,

MECHANICAL, ELECTRICAL, ETC.) ARE COMPLEMENTARY; ITEMS SHOWN IN ANY

ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE

REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN

INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN

EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR

INTERPRETATION FROM THE ARCHITECT PRIOR TO BIDDING. WHERE

INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE

ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE

CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY

OF WORK.

7. USE OF THE WORD "VERIFY" POINTS OUT A SITUATION WHICH MUST BE

CONFIRMED PRIOR TO PROCEEDING WITH THE WORK, FABRICATION OF

EQUIPMENT, OR ORDERING MATERIAL. NOTIFY THE ARCHITECT OF ANY

DISCREPANCY DISCOVERED.

8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE

ARCHITECT IMMEDIATELY SHOULD ANY DISCREPANCIES BE FOUND IN THE

DRAWINGS AND SPECIFICATIONS.

9. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD

CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD

DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELD

CONDITIONS NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.

10. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR

REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL

OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL GOVERN.

11. ALL DIMENSIONS INDICATED ARE TO FACES OF STRUCTURAL MATERIALS OR

COLUMN GRID LINES UNLESS NOTED OTHERWISE. ROUGH OPENINGS SHALL

ALLOW FOR SHIM SPACE.

12. THE TERM "ALIGN" REFERS TO LOCATING DIFFERENT COMPONENTS OF

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

13. SHOULD DIMENSIONS BE MISSING OR CONFLICTING, NOTIFY ARCHITECT PRIOR

TO PROCEEDING WITH RELATED WORK.

DRAWINGS AND DIMENSIONS

A/C AIR CONDITIONING

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

A&E ARCHITECT AND ENGINEERS

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITIES HAVING JURISDICTION

AHU AIR HANDLING UNIT

ALT ALTERNATIVE

ALT TRANS ALTERNATIVE TRANSPORTATION

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AVG AVERAGE

BB BULLETIN BOARD

BD BOARD

BG BUMPER GUARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BRG BEARING

CB CATCH BASIN

CBB CEMENTITIOUS BACKER BOARD

CER CERAMIC

CF CUBIC FEET

CFCI CONTRACTOR FURNISH CONTRACTOR INSTALL

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD, CEILING GRILLE

C & G CURB & GUTTER

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNITS

CO CLEANOUT(S)

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

CP CONCRETE PIPE

CPT CARPET

CRS COLD ROLLED STEEL

CS CAST STONE

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CT CERAMIC TILE

CTR CENTER

CU FT CUBIC FEET

CUH CABINET UNIT HEATER

CY CUBIC YARD

D DRYER

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DISP DISPENSER

DIV DIVISION

DN DOWN

DR DOOR

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

E EAST

(E) EXISTING

EA EACH

EF EXHAUST FAN

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATED

ETS EXPOSED TO STRUCTURE

ARCHITECTURAL ABBREVIATIONS

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FF & E FURNITURE FIXTURES & EQUIPMENT

FIN FINISH

FIXT FIXTURE

FL FLOW LINE

FLR FLOOR

FLUOR FLUORESCENT

FO FINISH OPENING

FOS FACE OF STUD

FR FIRE RATED

FSP FIRE STANDPIPE

FT FOOT / FEET

FTG FOOTING

FURR FURRING

FV FIELD VERIFY

FVC FIRE VALVE CABINET

FWC FABRIC WALLCOVERING

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GARBAGE DISPOSAL

GF CMU GROUND FACE CMU

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GI GALVANIZED IRON

GL GLASS

GL BLK GLASS BLACK

GLU LAM GLUE LAMINATED WOOD

GND GROUND

GT GROUT

GYP BD GYPSUM BOARD

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIB

HC HOLLOW CORE

HCP HANDICAPPED

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR, HANDRAIL

HT HEIGHT

HVAC HEATING, VENTILATING & AIR CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IG INSULATING GLASS

IN INCH

INCAN INCANDESCENT

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INV INVERT

ITG INSULATED TEMPERED GLASS

JAN JANITOR

J-BOX JUNCTION BOX

JT JOINT

L LONG

LAV LAVATORY

LB(S) # POUND(S)

LF LINEAL FEET

LLV LONG LEG VERTICAL

LT LIGHT

LVR LOUVER

M & BH MOP AND BROOM HOLDER

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MECH MECHANICAL

MEPF MECHANICAL, ELECTRICAL, PLUMBING,

FIRE PROTECTION (CONDUIT)

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MSB MOP SERVICE BASIN

MTD MOUNTED

MTL METAL

N NORTH

NA NOT APPLICABLE

NECY NECESSARY

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER,

OVERFLOW DRAIN

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED

OWNER INSTALLED

OH OPPOSITE HAND

OPN OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

P PLASTIC

PARTN PARTITION

PBD PARTICLE BOARD

PCC PRECAST CONCRETE

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATED

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT

PT CONC POST-TENSIONED CONCRETE

PTD PAPER TOWEL DISPENSER

PTL PORCELAIN TILE

PVC POLYVINYL CHLORIDE

QA QUALITY ASSURANCE

QT QUARRY TILE

R R-VALUE (INSULATION),

RADIUS, RISER

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE: REFERENCE

REBAR REINFORCING BAR

REC RECESSED

RECPT RECEPTACLE

REF REFRIGERATOR

REG REGISTER

REINF REINFORCE

REQD REQUIRED

RESIL RESILIENT

REV REVISION

RH ROOF HATCH

RM ROOM

RO ROUGH OPENING

RT RUBBER STAIR TREAD

S SOUTH

SAF SEAMLESS ACRYLIC FLOORING

SAP SUSPENDED ACOUSTICAL PANELS

SAT SUSPENDED ACOUSTICAL TILE

SB SPLASHBLOCK

SC SEALED CONCRETE, SOLID CORE

SCHED SCHEDULE

SCP SCUPPER

SD SOAP DISPENSER

SEAL SEALER

SECT SECTION

SECT SECTION

SF SQUARE FOOT

SF CMU SPLIT-FACE CMU

SHR SHOWER

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SL SLOPE

SLV SHORT LEG VERTICAL

SND SANITARY NAPKIN DISPOSER

SNV SANITARY NAPKIN VENDOR

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUC STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

TB TACKBOARD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TBD TO BE DETERMINED

TD TUBULAR DAYLIGHTING DEVICE

TEL TELEPHONE

TEMP TEMPERATURE

TG TEMPERED GLASS,

TONGUE & GROOVE,

TRANSFER GRILLE

THRU THROUGH

TO TOP OF

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TTD TOILET TISSUE DISPENSER

TV TELEVISION

TYP TYPICAL

UGND UNDERGROUND

UL UNDERWRITERS LABORATORY

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

URN URINAL

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDP WOOD PANELING

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WATER HEATER

WR WASTE RECEPTACLE,

WATER RESISTANT

WS WATER STOP

WSCT WAINSCOTT

WT WEIGHT

WWF WELDED WIRE FABRIC

ARCHITECTURAL SYMBOLS

X

X

XXXX

SHEET LOCATION

VIEW NUMBER

X X

X

SHEET LOCATION

VIEW NUMBER

XXXX

BUILDING SECTION REFERENCE

SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

DRAWING NUMBER

SHEET

LOCATION

DRAWING NUMBER

SHEET

LOCATION

DETAIL REFERENCE

BUILDING

OBJECT

REFERENCED

OBJECT

REFERENCED

X

XXXX

X

XXXX

ELEVATION REFERENCES

X

XXXX

X

XXXX

1 VIEW NAME

SCALE: 1/8" = 1'-0"A101

VIEW TITLE

HANDICAP SYMBOL

N TRUE NORTH ARROW

X PLAN NOTE INDICATOR

X ALTERNATE INDICATOR

ROOM NAME

150 SF

ROOM INDICATOR

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

DAYTON VAMC

o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

RICHARD KIRKENDALL

PROJECT ENGINEER

552-18-202

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA STREET | INDIANAPOLIS, IN. 46202

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

DAYTON VA MEDICAL CENTER

4100 W. THIRD STREET, DAYTON, OH 45428

C U s e rs

\a o g rz e w a lla

\D o c u m e n ts

\1 .1

.0

D a y to n V

A b ld g .1

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A ro g rz e w a lla

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BID SET

AA001

KNARO

ARCHITECTURAL SYMBOLS AND

ABBREVIATIONS

02/21/2020

16.1012.02STABILIZE BLDG. 129 FOR NHA

(PHASE 2)

UP

UP

DEMOLITION GENERAL NOTES

D.

E.

DASHED LINES INDICATE EXISTING ITEMS TO BE REMOVED UNLESS

OTHERWISE NOTED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE

OFF-SITE DISPOSAL OF ALL DEMOLITION ITEMS.

FOLLOWING ABOVE CEILING DEMOLITION ACTIVITY, THE CONTRACTOR

SHALL RETURN ANY EXISTING CEILING TO REMAIN TO LIKE NEW CONDITION.

THIS SHALL INCLUDE REPAIR TO THE CEILING GRID, SUSPENSION SYSTEM

AND ALL ASSOCIATED ASSEMBLIES AS WELL AS THE REPLACEMENT OF

DAMAGED CEILING PANELS, WITHIN AND BEYOND PROJECT LIMITS.

DEMOLITION PLAN NOTES

F. DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED ARE

APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF WORK TO

BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE NEW

CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN INTENT OF

NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS WORK.

A. IF APPLICABLE, REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, AND

PLUMBING DOCUMENTS FOR ADDITIONAL DEMOLITION INFORMATION.

B. COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES AND

REGULATIONS. ALWAYS ABIDE BY THE MOST RESTRICTIVE CODE.

C. COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION

AND REPAIR NECESSARY TO COMPLETE NEW AND REMODEL

CONSTRUCTION SHALL BE INCLUDED. CONTRACTOR SHALL REMOVE ALL

EXISTING IMPROVEMENTS WHETHER OR NOT SPECIFICALLY INDICATED ON

THE DRAWINGS TO FACILITATE THE COMPLETION OF ALL REQUIRED WORK.

CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES AND

ITEMS REQUIRED TO BE REMOVED.

REMOVE AND DISPOSE OF EXISTING WOOD RAMP AND HANDRAIL IN ITS

ENTIRETY.

PLAN LEGEND

ROOM

NEW WALL

EXISTING WALL TO REMAIN

NEW DOOR101

DOOR TAG

EXISTING DOOR

101 ROOM TAG

1 PLAN NOTE

ALTERNATE/BID DEDUCT ITEM

PT-1 FINISH INDICATION

A STOREFRONT/WINDOW

T GLAZING

ITEMS TO BE

DEMOLISHED

G. PROJECT IS SINGLE PHASE CONSTRUCTION.

H. PROJECT LIMITS SHALL HAVE THE FOLLOWING REMOVED: WALLS, DOORS,

FRAMES, FLOORING, THICKSET CERAMIC TILE, CEILING ASSEMBLIES,

PLUMBING FIXTURES, LIGHTING, METAL BUILT IN CABINETS.

I. REMOVE, LABEL, BUNDLE AND STORE INTERIOR MILLWORK FROM ALL

DOORS AND WINDOWS. PROVIDE DRAWING INDICATING DOOR AND

WINDOW IDENTIFICATION.

2 REMOVE AND DISPOSE OF EXISTING STAIRS, LANDING, AND HANDRAIL IN

ITS ENTIRETY.

95' - 0"

15' - 4" 4' - 0" 4' - 10" 4' - 0" 38' - 5" 4' - 6" 4' - 7" 4' - 0"

0"

/2

/2

95' - 0"

0"

UNEXCAVATED

DEDUCT ALTERNATES

1 DEDUCT ALL WORK ASSOCIATED WITH THE DEMOLITION OF THE EXISTING

STAIRS AND CONSTRUCTION OF NEW EXTERIOR STONE STAIRS AND

LANDING. EXISTING STAIRS AND LANDING TO BE PROTECTED IN PLACE.

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

DAYTON VAMC

o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

RICHARD KIRKENDALL

PROJECT ENGINEER

552-18-202

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA STREET | INDIANAPOLIS, IN. 46202

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

DAYTON VA MEDICAL CENTER

4100 W. THIRD STREET, DAYTON, OH 45428

C U s e rs

\a o g rz e w a lla

\D o c u m e n ts

\1 .1

.0

D a y to n V

A b ld g .1

V

A ro g rz e w a lla

.r v t

BID SET

AD101

KNARO

DEMOLITION PLAN - BASEMENT LEVEL

02/21/2020

16.1012.02STABILIZE BLDG. 129 FOR NHA

(PHASE 2)

SCALE: 1/4" = 1'-0"AD101

1 DEMOLITION - BASEMENT LEVEL

N

DN

DEMOLITION GENERAL NOTES

D.

E.

DASHED LINES INDICATE EXISTING ITEMS TO BE REMOVED UNLESS

OTHERWISE NOTED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE

OFF-SITE DISPOSAL OF ALL DEMOLITION ITEMS.

FOLLOWING ABOVE CEILING DEMOLITION ACTIVITY, THE CONTRACTOR

SHALL RETURN ANY EXISTING CEILING TO REMAIN TO LIKE NEW CONDITION.

THIS SHALL INCLUDE REPAIR TO THE CEILING GRID, SUSPENSION SYSTEM

AND ALL ASSOCIATED ASSEMBLIES AS WELL AS THE REPLACEMENT OF

DAMAGED CEILING PANELS, WITHIN AND BEYOND PROJECT LIMITS.

DEMOLITION PLAN NOTES

F. DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED ARE

APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF WORK TO

BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE NEW

CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN INTENT OF

NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS WORK.

A. IF APPLICABLE, REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, AND

PLUMBING DOCUMENTS FOR ADDITIONAL DEMOLITION INFORMATION.

B. COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES AND

REGULATIONS. ALWAYS ABIDE BY THE MOST RESTRICTIVE CODE.

C. COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION

AND REPAIR NECESSARY TO COMPLETE NEW AND REMODEL

CONSTRUCTION SHALL BE INCLUDED. CONTRACTOR SHALL REMOVE ALL

EXISTING IMPROVEMENTS WHETHER OR NOT SPECIFICALLY INDICATED ON

THE DRAWINGS TO FACILITATE THE COMPLETION OF ALL REQUIRED WORK.

CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES AND

ITEMS REQUIRED TO BE REMOVED.

REMOVE AND DISPOSE OF EXISTING WOOD RAMP AND HANDRAIL IN ITS

ENTIRETY.

PLAN LEGEND

ROOM

NEW WALL

EXISTING WALL TO REMAIN

NEW DOOR101

DOOR TAG

EXISTING DOOR

101 ROOM TAG

1 PLAN NOTE

ALTERNATE/BID DEDUCT ITEM

PT-1 FINISH INDICATION

A STOREFRONT/WINDOW

T GLAZING

ITEMS TO BE

DEMOLISHED

G. PROJECT IS SINGLE PHASE CONSTRUCTION.

H. PROJECT LIMITS SHALL HAVE THE FOLLOWING REMOVED: WALLS, DOORS,

FRAMES, FLOORING, THICKSET CERAMIC TILE, CEILING ASSEMBLIES,

PLUMBING FIXTURES, LIGHTING, METAL BUILT IN CABINETS.

I. REMOVE, LABEL, BUNDLE AND STORE INTERIOR MILLWORK FROM ALL

DOORS AND WINDOWS. PROVIDE DRAWING INDICATING DOOR AND

WINDOW IDENTIFICATION.

2 REMOVE AND DISPOSE OF EXISTING STAIRS, LANDING, AND HANDRAIL IN

ITS ENTIRETY.

0"

44' - 4 3/4" 7' - 0" 43' - 7 1/4"

95' - 0"

DEDUCT ALTERNATES

1 DEDUCT ALL WORK ASSOCIATED WITH THE DEMOLITION OF THE EXISTING

STAIRS AND CONSTRUCTION OF NEW EXTERIOR STONE STAIRS AND

LANDING. EXISTING STAIRS AND LANDING TO BE PROTECTED IN PLACE.

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

DAYTON VAMC

o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

RICHARD KIRKENDALL

PROJECT ENGINEER

552-18-202

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA STREET | INDIANAPOLIS, IN. 46202

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

DAYTON VA MEDICAL CENTER

4100 W. THIRD STREET, DAYTON, OH 45428

C U s e rs

\a o g rz e w a lla

\D o c u m e n ts

\1 .1

.0

D a y to n V

A b ld g .1

V

A ro g rz e w a lla

.r v t

BID SET

AD102

KNARO

DEMOLITION PLAN - FIRST LEVEL

02/21/2020

16.1012.02STABILIZE BLDG. 129 FOR NHA

(PHASE 2)

SCALE: 1/4" = 1'-0"AD102

1 DEMOLITION - FIRST LEVEL

1 2

/2

/2

5 1/2" / 12"5 1/2" / 12" 33

101' - 8"

DEMOLITION GENERAL NOTES

DASHED LINES INDICATE EXISTING ITEMS TO BE REMOVED UNLESS

OTHERWISE NOTED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE

OFF-SITE DISPOSAL OF ALL DEMOLITION ITEMS.

FOLLOWING ABOVE CEILING DEMOLITION ACTIVITY, THE CONTRACTOR

SHALL RETURN ANY EXISTING CEILING TO REMAIN TO LIKE NEW CONDITION.

THIS SHALL INCLUDE REPAIR TO THE CEILING GRID, SUSPENSION SYSTEM

AND ALL ASSOCIATED ASSEMBLIES AS WELL AS THE REPLACEMENT OF

DAMAGED CEILING PANELS, WITHIN AND BEYOND PROJECT LIMITS.

DEMOLITION ROOF PLAN NOTES

REMOVE AND DISPOSE OF ASPHALT SINGLES AND FELT UNDERLAYMENT IN

ITS ENTIRETY.

REMOVE AND REPLACE DETERIORATED SHEATHING.

6 DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED ARE

APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF WORK TO

BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE NEW

CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN INTENT OF

NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS WORK.

1 IF APPLICABLE, REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, AND

PLUMBING DOCUMENTS FOR ADDITIONAL DEMOLITION INFORMATION.

2 COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES

AND REGULATIONS. ALWAYS ABIDE BY THE MOST RESTRICTIVE CODE.

3 COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND

REPAIR NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION

SHALL BE INCLUDED. CONTRACTOR SHALL REMOVE ALL EXISTING

IMPROVEMENTS WHETHER OR NOT SPECIFICALLY INDICATED ON THE

DRAWINGS TO FACILITATE THE COMPLETION OF ALL REQUIRED WORK.

CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES AND ITEMS

REQUIRED TO BE REMOVED.

REMOVE METAL GUTTERS, DRIP EDGE, FASCIA, AND DOWNSPOUTS IN ITS

ENTIRETY.

EXISTING BRICK CHIMNEY TO REMAIN IN PLACE REMOVE EXISTING

FLASHING AND SEALANT AT ROOF INTERSECTION.

PLAN LEGEND

ROOM

NEW DOOR101

DOOR TAG

EXISTING DOOR

101 ROOM TAG

1 PLAN NOTE

ALTERNATE/BID DEDUCT ITEM

PT-1 FINISH INDICATION

A STOREFRONT/WINDOW

T GLAZING

ITEMS TO BE

DEMOLISHED

REMOVE AND DISPOSE OF EXISTING ROOF HATCH. INFILL ROOF DECK

FLUSH WITH ADJACENT DECK.

7 PROJECT IS SINGLE PHASE CONSTRUCTION.

8 PROJECT LIMITS SHALL HAVE THE FOLLOWING REMOVED: WALLS, DOORS,

FRAMES, FLOORING, THICKSET CERAMIC TILE, CEILING ASSEMBLIES,

PLUMBING FIXTURES, LIGHTING, METAL BUILT IN CABINETS.

9 REMOVE, LABEL, BUNDLE AND STORE INTERIOR MILLWORK FROM ALL

DOORS AND WINDOWS. PROVIDE DRAWING INDICATING DOOR AND

WINDOW IDENTIFICATION.

6 EXISTING ROOF PENETRATION TO BE REMOVED AND ROOF

SHEATHING TO BE INFILLED PRIOR TO INSTALLING NEW ROOF.

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

DAYTON VAMC

o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

RICHARD KIRKENDALL

PROJECT ENGINEER

552-18-202

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA STREET | INDIANAPOLIS, IN. 46202

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

DAYTON VA MEDICAL CENTER

4100 W. THIRD STREET, DAYTON, OH 45428

C U s e rs

\a o g rz e w a lla

\D o c u m e n ts

\1 .1

.0

D a y to n V

A b ld g .1

V

A ro g rz e w a lla

.r v t

BID SET

AD105

KNARO

DEMOLITION PLAN - ROOF

02/21/2020

16.1012.02STABILIZE BLDG. 129 FOR NHA

(PHASE 2)

SCALE: 1/4" = 1'-0"AD105

1 DEMOLITION - ROOF

UP

AS

AS

AS

AS

0"

/2

V .I.

F

6'

/2

95' - 0"

0"

0"

95' - 0"

95' - 0"

AS401

AS401

AS101

TYP.

2'

2'

6" 6" 6"6"

CONSTRUCTION PLAN GENERAL NOTES

CONSTRUCTION PLAN NOTES

A. ALL DIMENSIONS SHOWN ARE TO FACE OF WALL FRAMING/ MASONRY

UNLESS NOTED OTHERWISE. DIMENSIONS DESIGNATES AS "CLR" OR "CLEAR"

INDICATE A CLEAR DIMENSION FROM FACE OF FINISH TO FACE OF FINISH.

B. KEYNOTES AND LEGENDS ARE TYPICAL FOR ALL FLOOR PLAN SHEETS,

INDIVIDUAL NOTES MAY NOT APPLY TO EACH SHEET.

C. REFERENCE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL FOR

ITEMS. COORDINATE AS REQUIRED INCLUDING NECESSARY FRAMING,

BLOCKING, ETC.

D. VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.

E. PATCH EXISTING WALLS WHERE NEW WALLS MEET.

F. ALL GYPSUM WALLBOARD IS 5/8" TYPE "X" UNLESS NOTED OTHERWISE.

G. PROVIDE CONTROL JOINT IN ALL GYPSUM BOARD WALLS GREATER THAN 30'

LONG. PLACE CONTROL JOINTS AT CORNERS OF DOORS OR WINDOWS.

H. ALL HANDRAILS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH

ALL REQUIREMENTS OF AMERICANS WITH DISABILITIES ACT GUIDELINES AND

ALL CODES AND REGULATIONS HAVING JURISDICTION, THE MOST STRINGENT

SHALL PREVAIL.

I. PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER DETAILS.

J. CONTRACTOR TO MAINTAIN/REPAIR RATING OF EXISTING PARTITIONS AS

AFFECTED BY DEMOLITION/NEW CONSTRUCTION, TYPICAL THROUGHOUT

K. ALL NEW PARTITONS ARE WALL TYPE S3.A1 UNLESS NOTED OTHERWISE.

L. WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF STUD

FRAMING AT CORNERS UNLESS OTHERWISED NOTED.

PROVIDE NEW GRANITE STEPS AND LANDING ON CONCRETE FOUNDATION.

CONSTRUCTION PLAN LEGEND

ROOM

NEW WALL

EXISTING WALL TO REMAIN

NEW DOOR101

DOOR TAG

EXISTING DOOR

101 ROOM TAG

1 PLAN NOTE

ALTERNATE/BID DEDUCT ITEM

PT-1 FINISH INDICATION

A STOREFRONT/WINDOW

T GLAZING

ITEMS TO BE

DEMOLISHED

EXISTING BRICK AND

STONE WALL

PVC DRAIN CONNECT TO

UNDERDRAIN

COMPACTED GRANULAR

BASE (RE: CIVIL)

SEAL NEW CONCRETE

TO STONE WALL

#4 REBAR - 8" EPOXY

ANCHOR DOWEL INTO

STONE FOUNDATION.

4" EMB. @ 12" O.C.

PVC DRAIN COVER

GALV METAL GRATE

WITH CONTINUOUS

GALV METAL ANGLE

SUPPORT PER

MANUFACTURER.

NEW DOUBLE

HUNG WINDOW

NEW CONCRETE

WINDOW WELL,

VERIFY WELL DEPTH. M

IN

8"

M

IN

4"

SLOPE 2%

AWAY FROM

BUILDING

1' - 6"

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

DAYTON VAMC

o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

RICHARD KIRKENDALL

PROJECT ENGINEER

552-18-202

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA STREET | INDIANAPOLIS, IN. 46202

317.800.6388 | WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

DAYTON VA MEDICAL CENTER

4100 W. THIRD STREET, DAYTON, OH 45428

C U s e rs

\a o g rz e w a lla

\D o c u m e n ts

\1 .1

.0

D a y to n V

A b ld g .1

V

A ro g rz e w a lla

.r v t

BID SET

AS101

KNARO

FLOOR PLAN - BASEMENT LEVEL

02/21/2020

16.1012.02STABILIZE BLDG. 129 FOR NHA

(PHASE 2)

SCALE: 1/4" = 1'-0"AS101

1 BASEMENT LEVEL

N

SCALE: 1/2" = 1'-0"AS101

2 BASEMENT NEW WINDOW WELL SECTION TYP.

DN

AS

AS

AS

AS

0"

95' - 0"

1'

0"

95' - 0"

82' - 4" 12' - 8"

AS401

AS401

32' - 4" 9' - 2" 10' - 8" 5' - 6" 37' - 4"

6' - 8"

CONSTRUCTION PLAN GENERAL NOTES

CONSTRUCTION PLAN NOTES

A. ALL DIMENSIONS SHOWN ARE TO FACE OF WALL FRAMING/ MASONRY

UNLESS NOTED OTHERWISE. DIMENSIONS DESIGNATES AS "CLR" OR "CLEAR"

INDICATE A CLEAR DIMENSION FROM FACE OF FINISH TO FACE OF FINISH.

B. KEYNOTES AND LEGENDS ARE TYPICAL FOR ALL FLOOR PLAN SHEETS,

INDIVIDUAL NOTES MAY NOT APPLY TO EACH SHEET.

C. REFERENCE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL FOR

ITEMS. COORDINATE AS REQUIRED INCLUDING NECESSARY FRAMING,

BLOCKING, ETC.

D. VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.

E. PATCH EXISTING WALLS WHERE NEW WALLS MEET.

F. ALL GYPSUM WALLBOARD IS 5/8" TYPE "X" UNLESS NOTED OTHERWISE.

G. PROVIDE CONTROL JOINT IN ALL GYPSUM BOARD WALLS GREATER THAN 30'

LONG. PLACE CONTROL JOINTS AT CORNERS OF DOORS OR WINDOWS.

H. ALL HANDRAILS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH

ALL REQUIREMENTS OF…