DRAWINGS_compressed_4-23-2025.pdf

The Haskell Company l l l Riverside Avenue

Jacksonville, Florida 32202 Phone # (904) 791-4500 www.haskell.com

HASKELL ARCHITECTS AND

ENGINEERS, P.A.

NORTH CAROLINA

GRANVILLE HEALTH SYSTEM

MRI, CT, AND NUCLEAR IMAGING RENOVATIONS

CONSTRUCTION DOCUMENTS

Oxford, NC

PROJECT NO.:1785003

March 6, 2025

OWNER

Granville Health System 1010 College St.

Oxford, NC 27565 Tel. 919.690.3000 www.ghshospital.org

ARCHITECTURE

Haskell Architects and Engineers, P.A.

8845 Red Oak Blvd.

Charlotte, NC 28217 Tel. 704.523.2230 www.haskell.com

MEP ENGINEERING

Haskell Architects and Engineers, P.A.

8845 Red Oak Blvd.

Charlotte, NC 28217 Tel. 704.523.2230 www.haskell.com

INTERIOR DESIGN

Haskell Architects and Engineers, P.A.

8845 Red Oak Blvd.

Charlotte, NC 28217 Tel. 704.523.2230 www.haskell.com

STRUCTURAL ENGINEERING

Haskell Architects and Engineers, P.A.

8845 Red Oak Blvd.

Charlotte, NC 28217 Tel. 704.523.2230 www.haskell.com

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DRAWING INDEX NOTE

IF ISSUANCE ONLY INCLUDES PARTIAL SHEETS OF THE FULL SET, THE DRAWING INDEX WILL SHOW THE SHEETS BEING SUBMITTED IN THE CURRENT ISSUANCE WITH A GRAY FILLED ON SOME CELLS

OR ENTIRE ROW.

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We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent.

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INDEX OF

DRAWINGS

1785003

March 6, 2025

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March 6, 2025

SHEET

NUMBER SHEET NAME

ISSUANCE

ID ISSUANCE DESCRIPTION

ISSUANCE

DATE

A-011 FIRST FLOOR DEMOLITION PLAN CD CONSTRUCTION DOCUMENTS 3/6/2025

A-100 BASEMENT PLAN CD CONSTRUCTION DOCUMENTS 3/6/2025

A-110 FIRST FLOOR PLAN CD CONSTRUCTION DOCUMENTS 3/6/2025

A-113 FIRST FLOOR EQUIPMENT PLAN CD CONSTRUCTION DOCUMENTS 3/6/2025

A-180 ROOF PLAN CD CONSTRUCTION DOCUMENTS 3/6/2025

AC 110 FIRST FLOOR REFLECTED CEILING PLAN CD CONSTRUCTION DOCUMENTS 3/6/2025

A-400 INTERIOR ELEVATIONS CD CONSTRUCTION DOCUMENTS 3/6/2025

A-401 INTERIOR ELEVATIONS & SECTIONS CD CONSTRUCTION DOCUMENTS 3/6/2025

A-540 FIRE, SMOKE, & MISC. DETAILS CD CONSTRUCTION DOCUMENTS 3/6/2025

A-545 CEILING DETAILS - SEISMIC CATEGORY C CD CONSTRUCTION DOCUMENTS 3/6/2025

A-555 DOOR & WINDOW SCHEDULE & DETAILS CD CONSTRUCTION DOCUMENTS 3/6/2025

A-575 MILLWORK SECTIONS & DETAILS CD CONSTRUCTION DOCUMENTS 3/6/2025

A-580 TOILET ROOM DETAILS CD CONSTRUCTION DOCUMENTS 3/6/2025

A-585 TYPICAL MOUNTING HEIGHT DETAILS CD CONSTRUCTION DOCUMENTS 3/6/2025

A-605 INTERIOR PARTITION TYPES & SCHEDULE CD CONSTRUCTION DOCUMENTS 3/6/2025

Grand total: 15

SHEET

NUMBER SHEET NAME

ISSUANCE

ID ISSUANCE DESCRIPTION

ISSUANCE

DATE

G-100 COVER SHEET CD CONSTRUCTION DOCUMENTS 3/6/2025

G-200 INDEX OF DRAWINGS CD CONSTRUCTION DOCUMENTS 3/6/2025

G-300 GENERAL NOTES, SYMBOLS, & VICINITY MAP CD CONSTRUCTION DOCUMENTS 3/6/2025

G-301 ARCHITECTURAL ABBREVIATIONS CD CONSTRUCTION DOCUMENTS 3/6/2025

G-400 CODE SUMMARY CD CONSTRUCTION DOCUMENTS 3/6/2025

G-501 ACCESSIBILTY DETAILS CD CONSTRUCTION DOCUMENTS 3/6/2025

G-800 FIRE RESISTANCE DESIGN ASSEMBLIES (V438-NGC 1 OF 1) CD CONSTRUCTION DOCUMENTS 3/6/2025

G-801 FIRE RESISTANCE DESIGN ASSEMBLIES (V438-NGC 2 OF 2) CD CONSTRUCTION DOCUMENTS 3/6/2025

G-802 FIRE RESISTANCE DESIGN ASSEMBLIES (I504 & W-L-1252) CD CONSTRUCTION DOCUMENTS 3/6/2025

G-803 FIRE RESISTANCE DESIGN ASSEMBLIES (U420) CD CONSTRUCTION DOCUMENTS 3/6/2025

GL110 FIRST FLOOR LIFE SAFETY PLAN CD CONSTRUCTION DOCUMENTS 3/6/2025

GA110 FIRST FLOOR ENLARGED LIFE SAFETY AND ACOUSTICAL PLANS CD CONSTRUCTION DOCUMENTS 3/6/2025

Grand total: 12

SHEET

NUMBER SHEET NAME

ISSUANCE

ID ISSUANCE DESCRIPTION

ISSUANCE

DATE

I-110 FIRST FLOOR FINISH PLAN CD CONSTRUCTION DOCUMENTS 3/6/2025

Grand total: 1

SHEET

NUMBER SHEET NAME

ISSUANCE

ID ISSUANCE DESCRIPTION

ISSUANCE

DATE

S-001 GENERAL NOTES CD CONSTRUCTION DOCUMENTS 2/28/2025

S-002 STATEMENT OF SPECIAL INSPECTIONS CD CONSTRUCTION DOCUMENTS 2/28/2025

S-101 (E) SLAB PLAN CD CONSTRUCTION DOCUMENTS 2/28/2025

S-102 (E) ROOF FRAMING PLAN CD CONSTRUCTION DOCUMENTS 2/28/2025

S-501 SECTIONS & DETAILS CD CONSTRUCTION DOCUMENTS 2/28/2025

Grand total: 5

SHEET

NUMBER SHEET NAME

ISSUANCE

ID ISSUANCE DESCRIPTION

ISSUANCE

DATE

P-001 PLUMBING COVER SHEET CD CONSTRUCTION DOCUMENTS 2/28/2025

P-002 PLUMBING SPECIFICATIONS CD CONSTRUCTION DOCUMENTS 2/28/2025

P-110 PLUMBING DEMOLITION PLAN CD CONSTRUCTION DOCUMENTS 2/28/2025

P-111 PLUMBING NEW WORK PLAN - WASTE & VENT CD CONSTRUCTION DOCUMENTS 2/28/2025

P-112 PLUMBING NEW WORK PLAN - MED GAS & DOMESTIC WATER CD CONSTRUCTION DOCUMENTS 2/28/2025

P-501 PLUMBING DETAILS CD CONSTRUCTION DOCUMENTS 2/28/2025

Grand total: 6

SHEET

NUMBER SHEET NAME

ISSUANCE

ID ISSUANCE DESCRIPTION

ISSUANCE

DATE

M-001 COVER SHEET CD CONSTRUCTION DOCUMENTS 2/28/2025

M-002 SPECIFICATIONS CD CONSTRUCTION DOCUMENTS 2/28/2025

M-003 SPECIFICATIONS CD CONSTRUCTION DOCUMENTS 2/28/2025

M-110 FIRST FLOOR DEMOLITION PLAN - DUCTWORK CD CONSTRUCTION DOCUMENTS 2/28/2025

M-111 FIRST FLOOR PLAN - NEW CONSTRUCTION CD CONSTRUCTION DOCUMENTS 2/28/2025

M-210 ROOF PLAN CD CONSTRUCTION DOCUMENTS 2/28/2025

M-501 MECHANICAL DETAILS CD CONSTRUCTION DOCUMENTS 2/28/2025

M-502 MECHANICAL DETAILS CD CONSTRUCTION DOCUMENTS 2/28/2025

M-601 MECHANICAL SCHEDULES CD CONSTRUCTION DOCUMENTS 2/28/2025

Grand total: 9

SHEET

NUMBER SHEET NAME

ISSUANCE

ID ISSUANCE DESCRIPTION

ISSUANCE

DATE

E-001 ELECTRICAL LEGEND AND NOTES CD CONSTRUCTION DOCUMENTS 2/28/2025

E-002 ELECTRICAL SPECIFICATIONS CD CONSTRUCTION DOCUMENTS 2/28/2025

E-003 ELECTRICAL SPECIFICATIONS CD CONSTRUCTION DOCUMENTS 2/28/2025

ED-111 FIRST FLOOR PLAN - DEMOLITION CD CONSTRUCTION DOCUMENTS 2/28/2025

E-101 BASEMENT FLOOR PLAN - ELECTRICAL CD CONSTRUCTION DOCUMENTS 2/28/2025

E-111 FIRST FLOOR PLAN - LIGHTING CD CONSTRUCTION DOCUMENTS 2/28/2025

E-112 FIRST FLOOR PLAN - LIGHTING ALT #3 CD CONSTRUCTION DOCUMENTS 2/28/2025

E-113 FIRST FLOOR PLAN - POWER /COMM CD CONSTRUCTION DOCUMENTS 2/28/2025

E-114 FIRST FLOOR PLAN - SYSTEMS CD CONSTRUCTION DOCUMENTS 2/28/2025

E-115 ROOF PLAN - CONDUIT ROUNTING CD CONSTRUCTION DOCUMENTS 2/28/2025

E-122 ROOF FLOOR PLAN - ELECTRICAL CD CONSTRUCTION DOCUMENTS 2/28/2025

E-501 ELECTRICAL DETAILS CD CONSTRUCTION DOCUMENTS 2/28/2025

E-502 ELECTRICAL DETAILS CD CONSTRUCTION DOCUMENTS 2/28/2025

E-503 ELECTRICAL DETAILS CD CONSTRUCTION DOCUMENTS 2/28/2025

E-601 POWER RISER DIAGRAM CD CONSTRUCTION DOCUMENTS 2/28/2025

E-602 LUMINAIRE AND MECH SCHEDULE CD CONSTRUCTION DOCUMENTS 2/28/2025

E-603 PANEL SCHEDULES CD CONSTRUCTION DOCUMENTS 2/28/2025

E-604 PANEL SCHEDULES CD CONSTRUCTION DOCUMENTS 2/28/2025

Grand total: 18

INDEX OF DRAWINGS

ARCHITECTURE

GENERAL

STRUCTURAL

INTERIOR DESIGN

PLUMBING

MECHANICAL

ELECTRICAL

SHEET

NUMBER SHEET NAME

ISSUANCE

ID ISSUANCE DESCRIPTION

ISSUANCE

DATE

FP-110 FIRE PROTECTION NEW WORK PLAN CD CONSTRUCTION DOCUMENTS 2/28/2025

Grand total: 1

FIRE PROTECTION

SHEET

NUMBER SHEET NAME

ISSUANCE

ID ISSUANCE DESCRIPTION

ISSUANCE

DATE

Q-100 VENDOR DRAWINGS - MRI CD CONSTRUCTION DOCUMENTS 3/6/2025

Q-101 VENDOR DRAWINGS - MRI CD CONSTRUCTION DOCUMENTS 3/6/2025

Q-102 VENDOR DRAWINGS - MRI CD CONSTRUCTION DOCUMENTS 3/6/2025

Q-103 VENDOR DRAWINGS - MRI CD CONSTRUCTION DOCUMENTS 3/6/2025

Q-104 VENDOR DRAWINGS - MRI CD CONSTRUCTION DOCUMENTS 3/6/2025

Q-105 VENDOR DRAWINGS - MRI CD CONSTRUCTION DOCUMENTS 3/6/2025

Q-106 VENDOR DRAWINGS - MRI CD CONSTRUCTION DOCUMENTS 3/6/2025

Q-107 VENDOR DRAWINGS - MRI CD CONSTRUCTION DOCUMENTS 3/6/2025

Q-108 VENDOR DRAWINGS - MRI CD CONSTRUCTION DOCUMENTS 3/6/2025

Q-109 VENDOR DRAWINGS - MRI CD CONSTRUCTION DOCUMENTS 3/6/2025

Q-200 VENDOR DRAWINGS - CT CD CONSTRUCTION DOCUMENTS 3/6/2025

Q-201 VENDOR DRAWINGS - CT CD CONSTRUCTION DOCUMENTS 3/6/2025

Q-202 VENDOR DRAWINGS - CT CD CONSTRUCTION DOCUMENTS 3/6/2025

Q-203 VENDOR DRAWINGS - CT CD CONSTRUCTION DOCUMENTS 3/6/2025

Q-204 VENDOR DRAWINGS - CT CD CONSTRUCTION DOCUMENTS 3/6/2025

Q-205 VENDOR DRAWINGS - CT CD CONSTRUCTION DOCUMENTS 3/6/2025

Q-206 VENDOR DRAWINGS - CT CD CONSTRUCTION DOCUMENTS 3/6/2025

Q-300 VENDOR DRAWINGS - SPECT CD CONSTRUCTION DOCUMENTS 3/6/2025

Q-301 VENDOR DRAWINGS - SPECT CD CONSTRUCTION DOCUMENTS 3/6/2025

Q-302 VENDOR DRAWINGS - SPECT CD CONSTRUCTION DOCUMENTS 3/6/2025

Q-303 VENDOR DRAWINGS - SPECT CD CONSTRUCTION DOCUMENTS 3/6/2025

Q-304 VENDOR DRAWINGS - SPECT CD CONSTRUCTION DOCUMENTS 3/6/2025

Q-305 VENDOR DRAWINGS - SPECT CD CONSTRUCTION DOCUMENTS 3/6/2025

Q-306 VENDOR DRAWINGS - SPECT CD CONSTRUCTION DOCUMENTS 3/6/2025

Grand total: 24

EQUIPMENT

No DESCRIPTION DATE

CD CONSTRUCTION

DOCUMENTS

3/6/2025

IBC WALL TYPES DESCRIPTION PRIMARILY FOR I-2 & AMBULATORY CARE FACILITIES

WALL TYPE DESCRIPTION USAGE

Fire Barrier, (also Rated Exterior walls)

Fire Barriers are rated walls that must extend from floor to the underside of the deck above. They are to extend through concealed spaces.

Shaft Enclosures

Exit Enclosures

Exit Passageways

Horizontal Exit

Atrium Separation

Incidental Use Areas

Mixed Occupancy Separation

Fire Area Separation

Fire Partition Fire Partitions are rated walls that extend from floor to the underside of the deck above through concealed spaces. Under certain circumstances, they are allowed to extend to the underside of a rated ceiling assembly.

Dwelling Unit Separation

Sleeping Unit Separation

Tenant Space Separation in Covered Malls

Corridor walls per table 1020.1; I-2 if sprinkled zero fire rating

Elevator Lobby Separation

Smoke Barriers are rated walls that extend from floor to underside of deck above, and through concealed spaces subdivide floors into maximum 22,500 SF compartments.

Also used for areas of refuge or elevator lobbies.

Smoke Barrier Smoke Barriers occur in I-2 and ambulatory care facilities occupancy

Smoke Partition Smoke Partitions are NON-rated walls that limit the passage of smoke.

Corridor walls in I-2 occupancies, elevator lobbies in I-2 where in a sprinklered building

Horizontal Assemblies Horizontal Assemblies are floor or roof assemblies that are fire & smoke rated and require protected penetrations with some exceptions.

Any location

HOURLY RATINGS LINE TYPE PROTECTION; PER 2018 NCBC

2 hour

3 hour

4 hour

1 hour

1 hour minimum

1 hour minimum

UNRATED

710.5 Openings: Openings in smoke partitions shall comply with 710.5.1 and 710.5.2.

710.5.1 Windows: Windows in smoke partitions shall be sealed to resist the free passage of smoke or be automatic-closing upon detection of smoke.

710.5.2 Doors: Doors in smoke partitions shall comply with Sections 710.5.2.1 thru 710.5.2.3

710.5.2.1 Louvers: Doors in smoke partitions shall not include louvers.

710.5.2.2 and 710.5.2.3 address conditions required elsewhere in the code. Refer to IBC

710.8 Ducts and Air Transfer Openings: The space around a duct penetrating a smoke partition shall be filled with an approved material to limit the free passage of smoke. Air transfer openings in a smoke partition shall be provided with a smoke damper complying with Section 717.3.2.2

By omission from this Section and unless required elsewhere in the code, Fire dampers or Smoke Dampers are not required inside duct work. Seal around openings with approved material to limit the free passage of smoke.

2 hour

3 hour

1 hour 711.2 Horizontal Assemblies:

Horizontal Assemblies shall comply with Sections 711.2.1 through 711.2.6.

Refer to Mechanical drawings for additional information.

Fire Walls separate structures into separate BUILDINGS. Must remain standing upon collapse of structure. Fire walls extend from the footing to and/or through the roof structure.

Fire Wall Separate Buildings

706.8 Openings:

Each opening through a fire wall shall be protected in accordance with Section 716.5 and shall not exceed 156 square feet (15m²). The aggregate width of openings at any floor level shall not exceed 25% of the length of the wall.

• Exception #2: Openings shall not be limited to 156 square feet (15m²) where both buildings are equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1.

706.9 Penetrations:

Penetrations of fire walls shall comply with Section 714.

706.11 Ducts & air transfer openings:

Ducts and air transfer openings shall not penetrate fire walls.

• Exception: Penetrations by ducts and air transfer openings of fire walls that are not on a lot line shall be allowed provided the penetrations comply with Section

717. The size and aggregate width of all openings shall not exceed the limitations of Section 706.8.

Bearing Walls - Table 601 Bearing walls support assemblies other than their own weight. Unless otherwise prescribed in the code, bearing wall openings do not normally require a fire rating.

Any location Only where required elsewhere in the code, Fire dampers or Smoke Dampers shall be provided.

Openings through wall are allowed when structure is protected.

2 hour

3 hour

1 hour

2 hour Smoke

3 hour Smoke

4 hour Smoke

707.6 Openings: Openings in a fire barrier shall be protected in accordance with Section

716. Openings shall be limited to maximum aggregate width of 25% of the length of the wall, and the maximum area of any single opening shall not exceed 156 square feet (15m²).

Openings in enclosures for exit access stairways and ramps, interior exit stairways and ramps and exit passageways shall also comply with sections 1019, 1023.4, and 1024.5 respectively. Five (5) exceptions are permitted; see NCBC.

707.7 Penetrations: Penetrations of fire barriers shall comply with Section 714.

707.7.1 Prohibited Penetrations: Penetrations into enclosures for exit access stairways and ramps, interior exit stairways and ramps, and exit passageways shall be allowed only where permitted by Sections 1019, 1023.5 and 1024.6 respectively.

707.10 Ducts and air transfer openings:

Penetrations in a fire barrier by ducts and air transfer openings shall comply with Section 717.

708.6 Openings:

Openings in a fire partition shall be protected in accordance with Section 716.

708.7 Penetrations:

Penetrations of fire partitions shall comply with Section 714.

708.9 Ducts and air transfer openings:

Penetrations in a fire partition by ducts and air transfer openings shall comply with Section 717.

709.5 Openings:

Openings in a smoke barrier shall be protected in accordance with Section 716.

• Exception#1: In Group I-1 Condition 2, Group I-2 and ambulatory care facilities, where a pair of opposite-swinging doors are installed across a corridor in accordance with Section 709.5.1, the doors shall not be required to be protected in accordance with Section 716. The doors shall be close fitting within operational tolerances, and shall not have a center mullion or undercuts in excess of 3/4" (19.1mm), louvers or grilles. The door shall have head and jamb stops, and astragals or rabbets at meeting edges. Where permitted by the door manufacturer's listing, positive-latching devices are not required.

• Exception#2: In Group I-1 Condition 2, Group I-2 and ambulatory care facilities, horizontal sliding doors installed in accordance with Section 1010.1.4.3 and protected in accordance with Section 716.

709.5.1 Group I-2 and ambulatory care facilities:

In Group I-2 and ambulatory care facilities, where doors are installed across a corridor, the doors shall be automatic-closing by smoke detection in accordance with Section 716.5.9.3 and shall have a vision panel with fire-protection-rated glazing materials in fire-protection-rated frames, the area of which shall not exceed that tested.

709.6 Penetrations:

Penetrations of smoke barriers shall comply with Section 714.

709.8 Ducts and air transfer openings:

Penetrations in a smoke barrier by ducts and air transfer openings shall comply with Section 717.

Exit access stairways & ramps

ROOM NAMEEXAM RM

NEW

EXISTING ("e" SUFFIX)

KEYNOTE NUMBER

OPENING NUMBER

DOOR NUMBER

REVISION NUMBER

ROOM NUMBER

GRID LINE LETTER OR NUMBER

GRID LINE REFERENCE

KEYNOTE/GENERIC

ANNOTATION REFERENCE

FOR NEW WORK

X

Xe

REVISION DESIGNATION

WALL OPENING REFERENCE

(WINDOWS, STOREFRONT,

CURTAIN WALL OR LOUVERS)

DOOR SYMBOL

ROOM DESIGNATION

SHEET NUMBER

PLAN NORTH

ELEVATION DESIGNATION

CUT LINE TO ACTUAL ITEM OR

AREA BEING DETAILED

DETAIL DESIGNATOR

ELEVATION DESIGNATOR

SHEET NUMBER

DIRECTION OF ELEVATION

SECTION CUT LINE

SECTION DESIGNATOR

SHEET NUMBER

SHEET NUMBER

DETAIL REFERENCE

INTERIOR

ELEVATION

REFERENCE

SECTION REFERENCE

ORIENTATION

REFERENCE

EXTERIOR ELEVATION

REFERENCE

DOOR SYMBOL

A

A2.1

A

A7.3

TRUE NORTH

A

A11.1.6

CW-1

COMMON SYMBOLS

DIRECTION OF ELEVATION (MAY

BE MORE THAN 1 INDICATED)

A

A2.1

SHEET INFORMATION

ABBREVIATIONS: SEE SPECIFICATIONS SECTION 01 42 01

A-110A

SUB-CHAPTER/ ZONE/

QUADRANT DESIGNATOR

DISCIPLINE DESIGNATOR

SHEET SERIES/ TYPE DESIGNATOR

FLOOR/ SUB-TYPE DESIGNATOR

SPOT ELEVATION 100'-0"

PLAN

NORTH

KEYNOTE NUMBER ("D" PREFIX)

KEYNOTE/GENERIC

ANNOTATION REFERENCE

FOR DEMOLITION WORK

STC -IF NO STC REQ'D, NO LETTER WILL BE DISPLAYED- (REFER TO LEGEND IN GA SHEET SERIES)

NOTE (REFER TO SHEET SERIES A-6 FOR WALL SCHEDULE)

G04a-1SA

WALL TAG

REFERENCE

INTERIOR

WALL TYPE

STUD SIZE

RATING IN HOURS -IF NO RATING/SMOKE, NO NUMBER/"S" WILL BE DISPLAYED- (1S=1 HOUR SMOKE; NO "S"= NON-SMOKE)

E-MVa

EXTERIOR

WALL TYPE

SERIES (REFER TO ADJACENT LEGEND TO THE RIGHT AND SHEET SERIES A-6 FOR DETAILS & SCHEDULES)

NOTE (REFER TO SHEET SERIES A-6 FOR WALL SCHEDULE)

SERIES (REFER TO ADJACENT LEGEND TO THE RIGHT AND SHEET SERIES A-6 FOR DETAILS & SCHEDULES)

EXTERIOR WALL

Exterior Series Classification

MV Masonry Veneer

PC Precast Concrete

SM Stone Masonry

TC Tilt-Up Concrete

WP Wood Paneling

VS Vinyl Siding

CM Concrete Masonry

CS Cultured Stone

EF Exterior Insulated Finish System

FC Fiber Cement

IP Insulated Metal Panel

MS Manufactured Stone Masonry

ROOM NAME

# SF - # SF ACTUALPROGRAM

BENCHMARK ROOM

DESIGNATION

REVISION ID (REFER TO REVISION

NARRATIVE SPREADSHEET)

1.001

Interior Series Classification

C Concrete

F Furring

G General/Light-Gauge

M Masonry

S Shaft

W Wood

D1

GENERAL CONSTRUCTION NOTES

1. Unless otherwise noted, dimensions are to column center lines, face of gypsum board partitions, face of masonry walls and face of existing walls.

2. All cutting and patching shall be done by the General Contractor as outlined in the Project Manual. Patches in finish surfaces shall match the adjacent surfaces in material, finish, and quality.

3. New work extending existing conditions shall align with and match existing work except where otherwise dimensioned or detailed.

4. In the case of non-rated partitions, carry metal studs and gypsum board on both sides of the studs to the underside of the structure or deck above unless otherwise noted.

A. Where noted, carry metal studs to the structure above, and hold the gypsum board to 4” minimum above the finished ceiling.

B. Where noted, carry metal studs to the underside of the ceiling, with a closure gasket between the top of the partition and the ceiling.

5. Per NFPA 101 chapter 18 Health Care Occupancies, wood blocking in the interior of hospitals (IBC Occupancy I-2) shall be fire retardant treated wood.

In occupancies other than hospitals (IBC I-2), the latest editions of the International Building Code (IBC) does not require wood blocking in Type I & II construction to be fire retardant. The Contractor is to verify, prior to bidding or other pricing method used for the project, if the Authority Having Jurisdiction (AHJ) requires wood blocking for this project to be fire retardant. If fire retardant wood blocking is required the cost is to be included in the contract for construction.

6. Install 2 x 6 solid wood blocking between studs for the attachment of wall cabinets; lights or monitors with articulating arms, open knee space countertops supported by braces, grab bars or handrails to support more than 250-pound vertical load or any item more than 25 pounds. For loading greater than 250 pounds see the details included in the contract documents.

7. When an independent headwall assembly is not provided, the GC is to coordinate interior elevation dimensional layout with interior wall stud spacing to avoid device layout conflicts

8. Install continuous galvanized metal strapping for all handrails, grab bars, or other accessories, brackets and OFOI / OFCI / CFCI items or specialties up to 250-pound load unless noted otherwise. Also refer to the project manual for additional requirements.

9. Due to the manufacturer’s variation with size of equipment, casework, millwork, plumbing fixtures etc., all dimensions referring to the space where such items are to be built or installed shall be verified in the field by the Contractor with the item to be provided/ installed.

10. All construction work shall comply with the latest edition of National Fire Protection Association: Standard for Safeguarding Construction, Alteration and Demolition Operations (NFPA 241) unless there is a more stringent requirement in the Contract Documents.

11. All renovation construction areas shall be maintained with negative air pressure relative to the occupied areas of the facility. Contractor shall exhaust construction areas to the outside of the building by temporary fans or other devices approved by the Owner. Care must be used when locating the point of exhaust so as not to interfere or compromise other air intakes, patient rooms, pedestrian paths, public-way or other occupied spaces.

A. At patient care areas, a pressure differential of at least 0.03-inch water gauge (7.0 Pascals), with air flow from the hospital clean areas to the construction dirty areas. Construction barriers in high-risk areas should have visual display of airflow direction.

12. Welding inside the hospital is allowed provided the Contractor obtains prior Owner approval and proper measures are taken to prevent fumes from circulating through the hospital. A portable high-efficiency particulate air (HEPA) filtration system shall be used.

13. Duct work and piping shall be kept capped/clean during demolition and dust-generating construction.

14. Gypsum board installation shall not proceed until exterior protection against rain damage has been installed; the use of poly covering exterior openings is not acceptable.

15. Contractor shall verify the Owner’s requirements for Interim Life Safety Measures (ILSM) and Infection Control Risk Assessment (ICRA) to be enforced during construction prior to the start of construction. See Life Safety During Construction in the General Notes for the ILSM requirements. In addition, incorporate all requirements identified in the Contract Documents.

16. The Owner’s Infection Control and Safety personnel have the authority to order the work to be stopped, if in their opinion, patients, visitors or staff members are being placed at unnecessary or unacceptable risk of infections or construction hazards.

17. Any infection control or construction safety related discrepancies shall be corrected prior to the Owner’s occupancy of the project area.

18. Construction materials should be kept clean and dry as appropriate.

A. Remove any absorbent material that becomes wet, that cannot be totally dried within 24 hours of incident, and replace with new materials.

Absorbent materials include, but are not limited to, gypsum board, insulation, carpet, ceiling tile etc.

19. The preferred method for removing construction debris is an external chute. When this is not possible, debris carts must be sealed during transport through occupied areas of the hospital. Permission of the Charge Nurse or Manager/Supervisor and Infection Control staff must be obtained before transporting construction debris through occupied areas. Debris may only be transported on a specific route, including designated elevators when approved by the Owner prior to beginning these tasks.

20. The Contractor shall complete the cleaning of the project area as required by the Project Manual prior to turning the area over to the Owner.

21. Where doors and frames are indicated to be removed infill the existing opening with construction to match adjacent wall unless otherwise noted.

22. Where existing exterior windows are indicated to be removed infill existing opening with construction to match adjacent wall unless otherwise noted.

New work shall include a continuous air and water-resistive barrier that is attached to and extends the existing air and water-resistive barrier so that one continuous air and water-resistive barrier is provided.

23. Existing areas outside the limits of the work, damaged due to construction activities, shall be repaired to the satisfaction of the Owner.

DEMOLITION

1. All utility work on the existing systems must comply with the Owner’s protocol for scheduling the work, safety precautions, notice to begin the work, infection control, Owner’s staffing involvement and the completion of the work. Disconnection and reconnection of a system may be required to be completed by the Owner’s staff or vendor.

2. All demolition work shall be performed with “due care and diligence” so as to prevent the arbitrary destruction or interruption of concealed utilities which are intended to remain in use and the routing of which could not be predetermined until demolition was started. All such discoveries of utilities during the demolition process which are in a location different from that indicated, change direction from floor to floor etc. or are unidentified shall be reported to the Architect and Owner before removal. Contract amount and time shall be adjusted to reflect such repairs in accordance with the Project Manual.

3. Demolition drawings indicate the removal of items which are believed to be concealed behind existing construction. Immediately notify Architect and Owner, in writing, when conditions are discovered that are not as shown on the Drawings, do not disturb. Notify Architect and Owner if the following conditions occur:

A. Concealed or unknown conditions encountered which differ materially from those indicated or reasonably implied by the Contract

Documents.

B. Concealed physical conditions in the existing structure of an unusual nature.

4. Architectural drawings delineate the area of construction. Refer to the other disciplines documents for work that may extend or be remotely located from the main area of construction for utility points of connections or extensions of utilities to support the new construction. Cutting and then patching of existing conditions outside the area of construction for this work is to be completed by the Contractor with the patching to match the existing conditions in a new condition. The Contractor is to verify, prior to bidding or other pricing method used for the project if these conditions exist on the documents and include provisions as required.

5. Engineering systems may require above ceiling work for special systems such as smoke/fire alarm, random junction boxes and the like which may or may not have been indicated on the reflected ceiling or demolition plans. Access in occupied spaces for this work is to be coordinated with the staff of the affected area, Owner’s representative and the Owner’s infection control staff. Removal of ceiling system or the ceiling tile shall be accomplished on a daily basis with the ceiling system restored at the close of construction on a daily basis. The Contractor shall include provisions for such measures within his bidding or other pricing method used for the project.

6. Existing construction noted to be removed:

A. Remove all construction designated and or shown to be removed to accommodate new work. Use “due care and diligence” in the demolition process to protect the construction workers, occupants of the building, and the portions of the building to remain.

B. Plumbing, mechanical and electrical contractors shall remove all devices and items pertaining to their respective disciplines from all existing partitions, ceilings, etc. being removed. First right of refusal for the removed items is due the Owner. Unless noted to be abandoned, plumbing, mechanical, and electrical items which pass through or are affected by the demolition shall be maintained in a complete and fully operational condition or, where noted, be appropriately capped off. Provide temporary systems as required to maintain full operation of utilities outside the area of construction.

7. Remove portions of existing construction as designated and or shown; patch remaining surfaces to match the existing.

8. When carpet is to be removed, it shall be wetted with an Environmental Protection agency (EPA) and Owner approved germicidal agent prior to the removal of the carpet to prevent the dispersion of airborne particles.

9. Refer to the Interior series drawings and the finish legends in the documents for finishes.

10. Remove existing millwork and casework where indicated. Casework and millwork which include plumbing and other fixtures and assemblies shall have the plumbing removed back to active piping and capped at a tee. Patch disturbed wall, ceiling, and floor surfaces to maintain any required ratings and have the surfaces patched flush to match the adjacent surfaces or provide new finishes as scheduled. Refer to the engineering series drawings for more information.

11. Whenever existing equipment, piping, ducts, etc. are required to be removed, such removal shall include all anchors, hangers, foundations, housekeeping slabs, etc. After removal, any affected construction and surfaces such as floors, wall, bases, and ceilings shall be finished to match the adjacent surfaces, unless otherwise noted.

12. All equipment removed, such as plumbing fixtures, electrical fixtures and equipment, mechanical equipment, air conditioner units, etc. shall be turned over to the Owner and stored where the Owner directs them to be located. Items not turned over shall be removed from the premises.

13. Where indicated, remove the existing windows and replace with new windows as scheduled and detailed. Patch and finish the wall as detailed or patch and finish the wall to match the adjacent finish or to receive the new finishes as scheduled. In addition, provide extension of the existing air and water-resistive barrier onto the new window to provide a continuous air and water-resistive barrier.

14. During the demolition process, should the Contractor identify any material containing or suspected to contain asbestos fibers, report such findings to the Architect and the Owner immediately. Note that the Owner will contract directly with a licensed asbestos removal contractor for the necessary work involving containment and / or removal of the asbestos.

15. Temporary rated partitions shall be provided to isolate construction areas from occupied areas of the facility. Coordinate their exact location with the facility representative and the local and state AHJ. Additional temporary rated partitions over those shown on the Contract Documents shall be required as necessary to accommodate the construction process, and where applicable, to isolate different phases of the work. Costs of all temporary partitions are to be included in the Contractor’s contract.

A. Temporary partitions shall be 1-hour minimum rated construction utilizing non-combustible materials or fire retardant treated wood with gypsum board on each side, and shall extend to the underside of the structure above, unless the work is confined to an area already isolated from Owner occupied areas by an existing 1 hour rated wall. When in place for more than 14 days, all temporary partitions shall be provided with rubber or vinyl base and a washable paint or wall fabric covering on the side opposite the construction area. Adjacent ceilings shall be repaired at the junction with the temporary partitions.

B. All temporary partitions shall be dust proof and sealed at all junctions of dissimilar materials using proper materials, acoustical sealant, or firestopped. The return air ductwork in the construction area shall be capped and sealed to prevent the movement of air from the construction area into the occupied portions of the facility.

C. All temporary partitions shall be sound rated to a minimum Sound Transmission Class (STC) of 45, except when adjacent to storage, mechanical, or similar support spaces. Higher STC ratings are required when adjacent to patient care rooms; comply with the STC requirements of the current edition of the Facility Guidelines Institute (FGI).

FINISH NOTES

1. Prior to beginning renovation work verify existing substrates and finishes shown on the Drawings, report discrepancies to the Architect and Owner.

2. When partial removal of existing gypsum board or plaster ceilings or soffits is required to accommodate new work, patch the ceilings or soffits to match the existing construction. Re-paint the entire ceiling or soffit area unless otherwise noted.

3. All freestanding columns in a room are to receive the same finish as the room wall unless otherwise noted.

4. Where new finishes are applied to existing construction, the existing finishes shall be removed and / or the existing surfaces prepared as required to receive the new finishes unless otherwise noted. Where required to accommodate the new finishes the mechanical, plumbing, electrical, and all other trades shall disconnect and remove their respective devices and items from the existing wall, ceiling, millwork to remain, and floor and relocate to their final position in the new construction. Such devices shall include, but not be limited to electrical switches, outlets, panels, thermostats, grilles, plumbing fixtures, medical gas outlets, etc. The respective trade shall also be responsible for any permanent connections of those items which are relocated.

5. Where wall surfaces are patched to match the existing, the new finish shall be applied to the nearest corner or break in the wall plane unless otherwise noted.

6. When existing walls are scheduled to receive new finishes, existing items mounted within the wall surface (electrical panels, doors, frames, or the like) shall be repainted as indicated on the documents or as directed by the Architect.

7. When existing tile is indicated to be removed and replaced with resilient flooring or carpet, removal includes removing the tile, adhesive, thin-set, and mortar bed if present. Level existing floor surface with a cementitious leveling compound.

8. In areas that have an existing floor finish of resilient floor tile or carpet and are to receive a new ceramic or quarry tile floor, the adhesive shall be removed in preparation for such new tile.

9. Plaster walls in an existing building that are to receive ceramic wall tile shall have the plaster removed from the existing wall to the height of the new tile in preparation for the new setting bed.

10. Removal of vinyl wall fabric from existing plaster or gypsum board walls shall include removal of fabric adhesive. Install a new skim coat over the existing surfaces in preparation for the new finishes.

11. In existing rooms scheduled to receive new finishes or re-finished cabinetry, temporarily remove existing fixtures allowing installation of the new finishes, re-install fixtures after the new finishes have cured or dried.

RATED WALL REQUIREMENTS (FIRE, SMOKE, AND SOUND TRANSMISSION)

1. Refer to standard fire and smoke wall details in the ‘G’ series and ‘A’ series drawings and the UL details cited or included in the Contract Documents.

2. Rated walls, both fire and sound, and CMU walls shall extend to the underside of the structure or deck above unless otherwise noted. All fire-rated walls are to have the penetrations fire stopped and firestopped at the top of the walls and at end conditions per the appropriate approved tested assembly.

Sound partitions shall be completely sealed with closure gaskets and / or acoustical sealant at bottom, top, sides and where partitions intersect other partitions where a sound leak would otherwise occur. Penetrations, such as piping, conduits, ducts, electrical devices, medical gas assemblies etc. in sound partitions shall be packed and sealed along the perimeter of the penetration with acoustical material.

3. All smoke barriers shall be extended from the floor to the structural deck above and from the interior face of the exterior wall sheathing to the other exterior wall interior face of sheathing.

4. All floors and shafts shall be fire rated and smoke rated assemblies, this includes stair, elevator and mechanical shafts and the like.

5. In new construction or conditions requiring existing construction to be removed, penetrations through floor slabs and rated walls, including piping, conduits, ducts, pneumatic tubes etc. shall be sealed with a tested firestop assembly.

6. Existing barrier walls and smoke partitions to remain within the limits of construction shall be inspected by the Contractor to confirm the following items:

A. Barrier wall or smoke partition extends and is tight to and properly sealed with the required assembly to the structural slab above B. All penetrations and holes through the walls are repaired or patched in accordance with the required firestop assembly for the wall penetration.

C. All rated fire walls, fire barriers, fire partitions, smoke barriers and smoke partitions are correctly labeled.

7. Existing rated walls, required to extend to the structural deck above which do not extend to the structural deck above shall be extended as follows:

A. Document areas to be extended and upgraded. Confirm areas with the Architect and the Owner prior to beginning work. Contract amount and time shall be adjusted to reflect such repairs in accordance with the Project Manual.

B. One-hour plaster or gypsum board partitions: use appropriate width metal studs with 5/8” gypsum board on each side of the stud, total wall to comply with documented tested assembly C. Two-hour masonry or CMU partitions: use 4” solid masonry or 8” CMU to match the width of the existing condition, total wall to comply with tested assembly D. Two-hour plaster or gypsum board partitions: Use appropriate width metal studs with two layers of 5/8” gypsum board on each side of the stud, total wall to comply with tested assembly. Size of patch not to exceed 4’ x 4’; larger areas will require removal and replacement of the wall in the area of the deficiency.

E. Top of wall to terminate at the deck above with a tested fire-rated, dynamic head-of-wall design appropriate for the wall and deck above.

F. Upon completion of existing rated wall upgrade, patch and repair and install new wall, floor and ceiling finishes as indicated on Drawings

8. Existing penetrations: Existing concealed areas such as chases, underside of floors below existing toilet/bathroom facilities with hard ceilings, below existing equipment etc. and within the limits of construction shall be examined by the Contractor. Such areas having open penetrations shall be sealed with required firestop assembly for condition being penetrated. Make note where penetrations exist and verify requirements with Architect and Owner prior to beginning work. Contract amount and time shall be adjusted to reflect such repairs in accordance with the Project Manual.

9. Provide approved tested and rated putty pads on all steel boxes closer than 24” in fire and / or sound rated walls.

10. Devices contained in metallic boxes in rated wall openings of 2 hours or less not exceeding 16 square inches are permitted provided the area of such openings does not aggregate more than 100 square inches for any 100 square feet of fire resistant wall area or shaft enclosure wall area. The gypsum board face must be cut so that the clearance from the box does not exceed 1/8”. Boxes on opposite sides of the fire-resistant wall or shaft enclosure shall be separated by a horizontal distance of not less than 24” or be completely covered with putty pads per the approved tested and rated design assembly.

LIFE SAFETY DURING CONSTRUCTION

1. In a phased construction project, the Phasing Plans demonstrate the basic life safety that is to be maintained for the occupants of the building. The life safety of the occupants is not to be compromised.

2. The Contractor shall use the basic life safety requirements shown in the contract documents to develop specific Interim Life Safety Measures (ILSM) to be incorporated in the work to meet the requirements of the project. The ILSM report shall be submitted to the Owner and authority Having Jurisdiction (AHJ) for approval prior to beginning construction or a phase of construction.

3. The following shall be adhered to in the development of the phasing/interim life safety planning:

A. Travel path for occupants through a construction area inside the building is prohibited.

B. Travel path through an exterior construction area is to have a hard surface to walk on and fencing separating the travel path from the construction area that are extended to a public way and meet accessibility codes of the state and the ADA. At overhead construction, a protective tunnel for egressing occupants will be required. Contractor shall provide an 8’-0” wide by 7’-6” high (clear dimensions) passageway (tunnel) capable of supporting an 80 PSF live load. It shall be constructed of a minimum fire-retardant wood. It shall have a roof with a 90-pound mineral surfaced felt on a minimum of ¾” plywood and 3’-6” high closed sides, with a 4’-0” high opening above the closed lower area.

Construction shall be phased as required to provide the exit access and allow for construction. Passageway shall be located as identified in the ILSM report. The construction and method of phasing must be approved by the Owner and the AHJ. Electrical contractor shall provide temporary lights powered from the emergency circuits in the passageway. Other protective tunnel assemblies will be entertained as long as they have a hard walking surface, are lighted powered from the emergency circuits, and ventilated. If the alternate tunnel assemblies are metal, such as containers, they need to be grounded with a #6 green conductor from an existing building ground to the container metal. If the container spans two buildings then the container will need to be grounded at both ends to BOTH buildings. Provide fire extinguishers at 50 feet along the occupant’s travel path in the temporary tunnel.

C. Dead end corridors are limited to 20’ in I-2 occupancies and 50’ in Business occupancies as long as the building is fully sprinkled.

D. Travel distance length limit in the occupied functioning portion of the building to an exit is unchanged; 200 feet maximum, as long as the building is fully sprinkled.

E. Travel distance length limit in the occupied functioning portion of the building to a smoke barrier door is unchanged; 200 feet maximum.

F. Travel distance length limit for an exit in a construction area is to comply with the travel distance permitted for the occupied building; 200’ maximum, as long as the building is fully sprinkled.

4. Construction areas are to be separated from the occupied areas in the facility by one hour rated partitions due to the following and other concerns:

A. The sprinkler system in the construction area may be out of service due to construction activities B. The existing building may not be fully sprinkled C. Smoke detectors in the construction area are typically covered due to dust setting the alarms off; thus, the detection system of the building is compromised.

5. The temporary one hour rated partition separating occupied portions of the building from the construction areas are to extend vertically from the floor to the structural deck above and horizontally from an exterior wall to an exterior wall or to an existing rated wall that extends to the exterior wall

6. Contractor shall verify with the AHJ (at the state and local level) and the Owner whether an occupied corridor can be split with a one hour rated partition during construction; 6’ hospital width and 2’ construction width.

7. A Fire Watch is defined as a short-term compensatory measure that will allow a facility to continue to operate under an increased, supervised level of fire safety when life safety components are temporarily compromised.

A. Note: When any exits are affected during construction, regardless of whether a fire watch is being performed, the AHJ may require a program where an assigned individual of the facility walks each entire exit path at least hourly to assure the safety of the building’s occupants. The Contractor is to obtain the approval of the local and state level AHJ for a Fire Watch prior to implementing a Fire Watch. Lacking direction from the AHJ as to whom provides the Fire Watch services the Contractor shall provide the Fire Watch services.

8. Contractor is to develop an Infection Control Risk Assessment (ICRA) plan in conjunction with the Owner or if the Owner is not available develop and submit the ICRA plan to the Owner for approval prior to beginning the work.

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We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent.

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GENERAL NOTES

GRANVILLE HEALTH SYSTEM

VICINITY MAP

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We hereby expressly reserve the property rights to this drawing and it is not to be reproduced, copied in any format or manner whatsoever without first obtaining our express written permission and consent.

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ARCHITECTURAL

ABBREVIATIONS

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March 6, 2025

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WWM WELDED WIRE MESH

WWF WELDED WIRE FABRIC

W/W WALL TO WALL

WT WEIGHT

WSTRI WEATHERSTRIPPING

WSSV WELDED SEAM SHEET VINYL

WSSR WELDED SEAM SHEET...

WSCT WAINSCOT

WS WALL SCONCE

WR WATER...

WPT WORK POINT

WPNL WALL PANELS

WPM WATERPROOF MEMBRANE

WP WATERPROOFING

WOM WALK OFF MAT

WI WROUGHT IRON

WH WATER HYDRANT

WH WATER HEATER

WGL WIRE GLASS

WDW WINDOW

WD WOOD

WCO WALL CLEANOUT

W/O... WITHOUR

WCJ WALL CONTROL JOINT

W WIDE

WC WALL COVERING : WATER...

W/O WITHOUT

W WIDTH : WEST : WITH

VWF VINYL WALL FABRIC

VWC VINYL WALL COVERING

VTR VENT THROUGH ROOF

VT VINYL TILE

VR VAPOR RETARDER

VPF VINYL PLANK FLOORING

VP VISION PANEL

VIN VINYL

VIF VERIFY IN FIELD

VG VERTICAL GRAIN

VEST VESTIBULE

VAC VENTILATION AND AIR CONDITIONING

VERT VERTICAL

VCT VINYL COMPOSITION TILE

VC VARIEGATED COATING

VB VAPOR BARRIER

UON UNLESS OTHERWISE NOTED

VAC VACUUM

V VENT

UL UNDERWRITERS LABORATORIES INC

UTIL UTILITY

UR URINAL

UNO UNLESS NOTED OTHERWISE

UNFIN UNFINISHED

UH UNIT HEATER

UCT UNDERCOUNTER

UC UNDERCUT

U/S UNDERSIDE

TYP TYPICAL

TWS TACKABLE WALL SYSTEM

TV TELEVISION

TS TUBE STEEL

TRTD TREATED

TRS TOOL RESISTIVE STEEL

TRANS TRANSPARENT

TRAN TRANSITION STRIP

TRACT TRACTION

TPD TOILET PAPER DISPENSER

TOW L TOP OF WALL

TOS TOP OF STEEL

TOS TOP OF SLAB

TOR TOP OF ROOF

TOP TOP OF PAVEMENT

TOM TOP OF MASONRY

TOE TOP OF EXISTING

TOC TOP OF CONCRETE

TO TOP OF

TMPD TEMPERED

TME TO MATCH EXISTING

TLT TOILET

TK BD TACKBOARD

THRU THROUGH

THRES THRESHOLD

THK THICK / THICKNESS

TGB TOGGLE BOLT

TF TEXTURE FLOOR

TER TERRAZZO

TEMP TEMPORARY

TEMP TEMPERATURE

TEL TELEPHONE

TC TOP OF CURB

TB TOWEL BAR

T/D TELEPHONE/DATA

T&G TONGUE & GROOVE

T&B TOP & BOTTOM

T TREAD

SYS SYSTEM

SYMM SYMMETRICAL

SWS SHOWER SURROUND

SWGR SWITCHGEAR

SW SWITCH

SW SOUTHWEST

SV SHEET VINYL

SUSP SUSPENDED

SUBCAT SUBCATEGORY

STS SELF TAP METAL SCREW

STRUCT STRUCTURAL

STR STRINGER

STOR STORAGE

STND STAINED

STL JST STEEL JOIST

STL STEEL

STER STERILIZER

STD STANDARD

STC SOUND TRANSMISSION CLASS/COEFFICIENT

STA STATION

SST STAINLESS STEEL

SSM SOLID SURFACE MATERIAL

SSE STRUCTURE SLAB ELEVATION

SS SERVICE SINK

SS SANITARY SEWER

SQ SQUARE

SPRH SPRINKLER HEAD

SPR SPRINKLER

SPR SOUNDPROOF

SPKR SPEAKER

SPEC SPECIFICATION

SP STANDPIPE

SOG SLAB ON GRADE

SND SANITARY NAPKIN DISPENSER

SM SHEET METAL

SLC SOLID STAVE CORE

SL SLOPE

SIM SIMILAR

SHV SHELF / SHELVING

SHTHG SHEATHING

SHT SHEET

SHR SHOWER

SFTV SAFETY RELIEF VALVE

SFPS STRETCHED FABRIC PANEL SYSTEM

SF SQUARE FOOT

SEL SELECT

SECT SECTION

SEC SECURITY

SE SOUTHEAST

SD STORM DRAIN

SD SOAP DISPENSER

SCONC SEALED CONCRETE

SCHED SCHEDULE

SCDR SOLID CORE DOOR

SC SOLID CORE

SB SPLASH BLOCK

SAN SANITARY

SAD SECURITY ACCESS DOOR

SA SUPPLY AIR

S&R SHELF AND ROD

S SOUTH

RWL RAINWATER LEADER

RUG FLOOR RUG

RUBT RUBBER TILE

RUB RUBBER

RTU ROOFTOP UNIT

RTG RATING

RTF RESILIENT TEXTILE FLOORING

RTD RATED

RT RESILIENT TILE

RST RESILIENT STAIR TREAD/ STAIRWELL TREATMENT

RS ROUGH SAWN

RS RISER

RP RISER (PIPING)

ROW RIGHT OF WAY

RO ROUGH OPENING

RM ROOM

RL ROOF LEADER

RHR RIGHT HAND REVERSE

RH ROOF HATCH

RH RIGHT HAND

RFG ROOFING

RF ROOF

REV REVISION/ REVISED

RET RETAINING

RESIL RESILIENT

REQ/REQD REQUIRE/ REQUIRED

REM REMOVABLE

REL RELOCATE

REINF REINFORCED/REINFORCING

REINF REINFORCE(D)

REG REGISTER

REFR REFRIGERATOR

REFL REFLECTED /REFLECTIVE/REFLECT

REF REFERENCE

RECPT RECEPTACLE

RECOM RECOMMENDED

REC RECESSED

RD ROOF DRAIN

RCPT RECEPTOR

RCP REINFORCED CONCRETE PIPE

RCP REFLECTED CEILING PLAN

RCB RESILIENT COVE…