36C24218B0183-003.pdf

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CHILLER AREA

ELECTRICAL

SERVICE ROOM

THIS PARKING LOT

MAY BE USED FOR

PUMPING CONCRETE

TO AREA OF WORK

NOTE EXISTING

STRUCTURAL COLUMNS

LIMITING ACCESS

CONSTRUCTION DEBRIS

DUMPSTER SHALL BE

LOCATED IN CHILLER BUILDING

SERVICE AREA

EXISTING FENCE/GATE

MAY BE USED OR

TEPORARILY REMOVED

FOR SMALL VEHICLE

LIMITED ACCESS, SEE

PHOTO 'A' BELOW

ELEVATED PEDESTRIAN BRIDGE WITH

FENCE BELOW, SEE PHOTOS 'B' AND

'C' BELOW

LOCATION OF NEW

TRANSFORMERS (BASEMENT

FL.) AND SWITCHGEAR

(GROUND FL.)

SMOKING

SHELTER

PROVIDE CONSTRUCTION

FENCE WITH 4'-0" WIDE GATE,

COORDINATE LOCATIONS

WITH COR

6'

-0

PHOTO 'A' PHOTO 'B' PHOTO 'C'

PARKING GARAGE

ENTRANCE AND

STRUCTURE ABOVE

POSSIBLE CONSTRUCTION

DEBRIS DUMPSTER LOCATION

CONSULTANTS:

Drawing Title

Approved: Site Manager

Project Title

Location

Date Checked Drawn

Drawing Number

Building Number

Project Number

Office of Construction and Facilities Management

VA FORM 08-6231

1 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FULLY SPRINKLERED

A

B

C

D

E

F

ARCHITECTS/ENGINEERS:

6"

6" 6" o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

Approved: Project ManagerApproved: Manager, Projects Section

Approved: Vice President, Facilities Management

Approved: Chief Operating Officer

Approved: Director

65432

SEAL

209 Sandusky Street Pittsburgh, Pennsylvania 15212 Ph: 412.287.7333 www.ae-works.com

Revision# Date AE Works Project Number:

VA 528A7-17-702

JD SB

G001 12/08/2017

BID SET

UPGRADE CHILLER PLANT

SWITCHGEAR

800 IRVING AVE, SYRACUSE, NY 13210

12/08/2017 17007

COVER SHEET

UPGRADE CHILLER PLANT SWITCHGEAR

for the SYRACUSE VAMC

800 IRVING AVENUE

SYRACUSE, NY 13210

VICINITY MAP

SITE

LOCATION MAP

SITE

NORTH

TRUE NORTH

PROJECT

DRAWING INDEX

SHEET # SHEET NAME

GENERAL

G001 COVER SHEET

STRUCTURAL

S101 GROUND FLOOR FRAMING PLAN, NOTES AND DETAILS

ARCHITECTURAL

A001 ABBREVIATIONS, SYMBOLS, GENERAL NOTES AND INFECTION CONTROL REQUIREMENTS

AD101 DEMOLITION FLOOR PLANS AND NOTES

A101 ENLARGED FLOOR PLANS, SCHEDULES AND DETAILS

A201 EXTERIOR ELEVATIONS, SECTIONS AND DETAILS

FIRE PROTECTION

F001 FIRE PROTECTION PLANS, SYMBOLS, DETAILS AND NOTES

MECHANICAL

H001 HVAC SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

HD101 BASEMENT & GROUND FLOOR PLANS - HVAC - DEMOLITION

H101 BASEMENT & GROUND FLOOR PLANS - HVAC

H700 HVAC SCHEDULES, DETAILS, AND CONTROLS DIAGRAMS

ELECTRICAL

E001 ELECTRICAL SYMBOLS, ABBREVIATIONS AND NOTES

ELECTRICAL DEMOLITION

ED101 BASEMENT & GROUND FLOOR PLANS - ELECTRICAL - DEMOLITION

ED401 ENLARGED PLANS - ELECTRICAL - DEMOLITION

ED701 PARTIAL ONE-LINE DIAGRAM - ELECTRICAL - DEMOLITION

ELECTRICAL NEW WORK

E101 BASEMENT & GROUND FLOOR PLANS - ELECTRICAL

E401 ENLARGED PLANS - ELECTRICAL

E501 DETAILS - ELECTRICAL

E502 DETAILS - ELECTRICAL

E601 SCHEDULES - ELECTRICAL

E701 PARTIAL ONE-LINE DIAGRAM - ELECTRICAL

NOT TO SCALE

AREA OF CONSTRUCTION KEYPLAN

NORTH

NORTH

DEMOLITION

1. The Contractor is to obtain and pay for all necessary permits for the demolition and removal work.

2. Notify all local agencies having jurisdiction.

3. Locate existing underground utilities in areas of construction. Coordinate with utility companies for any shut-off requirements of still active lines. Call Dig Safely New

York 800-962-7962

4. Demolition procedures, shoring requirements, sequence techniques, etc., either given in or implied by these drawings, are suggestions only. Contractor shall retain, at his own expense, a professional engineer licensed in the jurisdiction where the project is located to determine all construction phase requirements. Contractor shall submit drawings, signed and sealed by his Engineer, to the Owner and Engineer for concept review and record purposes. Contractor shall be solely responsible for the protection, stability, etc., of existing and new structures during execution of the work.

5. Contractor shall perform all work in such a manner as to protect existing and adjacent structures and be responsible to properly repair any damage that occurs as a result of his work. Contractor shall repair all damage to streets, sidewalks, utility lines, or any other public or private properties resulting from the execution of the work at no cost to the Owner or Engineer.

6. Cease operations and notify Owner and Engineer immediately if safety or integrity of structure appears to be endangered. Properly brace and support structure before resuming operations.

7. Notify Owner and Engineer immediately if any portion of existing structure which is not to be demolished is damaged. Contractor shall pay for all repair costs, including design and inspection expenses.

8. Do not cut or alter any structural members without written authorization of the

Engineer unless indicated on the structural drawings.

9. Do not allow resulting debris to accumulate. Dispose of this material in a legal manner.

DESIGN LOADS

Floor live load (unless otherwise noted)

Ground Floor Infill ------------------------------------------------------------------ 200 psf

CODES AND STANDARDS

1. Building has been designed to, and shall be constructed in accordance with the following building codes and standards:

A. New York Uniform Construction Code

B. 2015 International Building Code (IBC 2015)

C. 2015 International Existing Building Code (IEBC 2015)

D. ASCE 7-10, Minimum Design Loads for Buildings and Other Structures

2. Unless explicitly modified in the Contract Drawings and Specifications, the Contractor shall comply with provisions of:

A. ACI 301-14, Specifications for Structural Concrete

B. ACI 318-14, Building Code Requirements for Structural Concrete

C. ACI 530-14, Building Code Requirements for Masonry Structures

D. ACI 530.1-14, Specification for Masonry Structures

E. AISC 303-10, Code of Structural Steel Buildings and Bridges

F. AISC 360-10, Specification for Structural Steel Buildings

G. AWS D1.1-15, Structural Welding Code - Steel

H. SDI Design Manual for Composite Decks, Form Decks and Roof Decks - No. 31

GENERAL

1. All new construction shall comply with the Contract Documents and the Building

Code. All installations shall be per the latest applicable NFPA codes and the VA

Fire Protection Design Manual requirements.

2. Typical details and general notes apply to all parts of the work except where specifically detailed or unless otherwise noted.

3. The structural drawings illustrate structural members. Refer to architectural, mechanical, and electrical drawings for non-structural items which require special provisions during the construction of the structural members.

4. Drawings are not to be scaled.

5. Refer to architectural plans for floor depressions, openings, slopes, drains, curbs, pads, embedded items, non-bearing partitions, etc. Refer to mechanical and electrical plans for sleeves, openings, and hangers for pipes, ducts, and equipment.

6. The Contractor shall verify and be responsible for all dimensions and conditions which impact the work. Field verify sizes, elevations, hole locations, etc., prior to fabrication.

7. The Contractor shall carefully review the drawings to identify the scope of work required, visit the site to relate the scope of work to existing conditions and determine the extent to which those conditions and physical surroundings will impact the work.

8. Existing conditions as shown on these plans are for reference only. The

Contractor is required to field verify all existing conditions prior to construction.

9. The Contractor shall resolve any conflicts on the drawings or in the specifications with the Architect/Engineer before proceeding with the work.

10. Any deviation, modification, or substitution from the approved set of structural drawings shall be submitted to the Owner, Architect, and Engineer for review/approval prior to its use or inclusion on the shop drawings.

11. The Contractor shall provide all necessary shores, braces, and guys required to support all loads to which the building structure and components, soils, other structures, and utilities may be subjected during construction.

12. The Contractor shall provide means, method, techniques, sequence, and procedure of construction as required.

13. The Contractor shall protect all work, materials, and equipment from damage and shall provide proper storage facilities for materials and equipment during construction.

14. Site visits performed by the Architect/Engineer do not constitute inspections of means and methods of construction performed by the Contractor.

15. Structural observations performed by the Architect/Engineer during construction are not the continuous and special inspection services and do not waive the responsibility for the inspections required of the Building Department Inspector or the testing agency. Observations also do not guarantee the Contractor's performance and shall not be considered as supervision of construction.

16. The Contractor shall review shop drawings and submittals for completeness and compliance with contract documents. The Contractor shall stamp shop drawings and submittals prior to submission to the Architect and Engineer.

17. Review of the shop drawings and submittals by the Architect's Engineers shall not be construed as an authorization to deviate from the Contract Documents.

18. Shop drawings and submittals will not be processed if they are incomplete, lack coordination with relevant portion of contract documents, lack calculations if required, or if deviations, modifications, and substitutions are indicated without prior written approval from the Architect/Engineer.

19. No pipes or ducts shall be embedded into structural members unless so shown on the plans or approved by the Engineer.

TEMPORARY SHORING AND BRACING

1. Structure is designed to be self-supporting and stable after the building is fully completed.

2. Each contractor shall be responsible for erection procedures and sequence, shall maintain stability of the building and its component parts, and shall be responsible for adequacy of temporary or incomplete construction and connections during erection. Such responsibilities include, but are not limited to: addition of shoring as required to support forms, decks, columns, walls, and other elements as required during construction, sheeting, temporary connections, bracing, guys, or tie-downs necessary to maintain stability of parts, subassemblies, or all of the structure.

3. Contractor shall assume full design responsibility for temporary shoring and bracing.

4. Temporary shoring shall be maintained throughout construction and shall be removed only after completion of all required supporting elements.

5. Remove any remaining temporary shoring after construction is complete.

ROOF, FLOOR, OR WALL OPENINGS

1. The Contractor shall verify and coordinate the number, size, and location of all sleeves and openings required for mechanical or electrical items.

2. Sleeves and openings shall be located in a manner that will maintain the structural integrity of the roof, floor, or wall system.

3. No structural elements are to be cut unless specifically approved by the Engineer.

CONCRETE CONSTRUCTION

1. All concrete construction shall be in accordance with the latest Building Code

Requirements for Structural Concrete ACI 318 and ACI Detailing Manual, except that construction and removal of forms and reshoring shall be inspected by the

Contractor's engineer.

2. Concrete mix designs shall be prepared and submitted per ACI 318 and ASTM

C94/C94M, Option C. If trial mixes are used, achieve a compressive strength

1,200 psi in excess of specified f'c.

3. Reinforcing steel shall have the following minimum coverage. Place bars as near to the concrete surface as these minima permit wherever possible, unless noted otherwise:

A. Concrete poured against earth: 3"

B. Slabs 3/4"

4. Furnish bar supports where necessary during construction.

5. Provide pipe sleeves and inserts in concrete work where required. See architectural and mechanical drawings.

6. Obtain approval of Engineer before locating sleeves, holes, or inserts in slabs.

7. Welding of reinforcing bars (including tack welding) is not permitted.

8. Unless noted otherwise in project specifications or drawings, all exposed concrete subjected to freezing and thawing shall have a minimum cement content of 610 pounds per yard, a maximum water/cement ratio of 0.41, and 6%±1% of entrained air.

9. Horizontal floors supported by deflecting structural members (steel joists, unshored steel beams, etc.) shall be finished level. The slab thickness noted is minimum.

Add concrete as necessary to overcome member deflections. Shored construction shall be finished to a constant depth.

10. Provide steel trowel finish, free from trowel marks with uniform texture and appearance, for interior slabs and pads. Provide broom finish for exterior slabs.

11. Apply liquid densifier/sealer, of 100 percent active colorless aqueous siliconate solution, to exposed concrete floors and pads per manufacture's instructions.

LOOSE LINTEL SCHEDULE

1. Interior lintels shall be shop painted. Lintels exposed to weather shall be 3/8" minimum thickness and hot-dip galvanized.

2. Lintels shall have minimum bearing at each end of 1" per foot of opening (6" minimum) except as detailed.

3. The following schedules apply to all non-bearing masonry walls and to bearing walls where lintels are not indicated on the structural drawings. See drawings for other lintels in bearing walls.

A. For 4", 8", 12", and 16" walls, provide one angle for each 4" of masonry wall thickness with 3 1/2" leg horizontal as follows:

Span Limits Angle Size

0'-0" to 4'-0" L3 x 3 1/2 x 1/4

4'-1" to 5'-6" L4 x 3 1/2 x 5/16

5'-7" to 7'-6" L5 x 3 1/2 x 5/16

7'-7" to 9'-6" L6 x 3 1/2 x 3/8

B. For 6" walls provide:

Span Limits Lintel Size

0'-0" to 4'-0" WT5x6

4'-1" to 5'-6" WT5x8.5

5'-7" to 9'-6" WT7x11 (interior)

WT7x13 (exterior)

STEEL CONSTRUCTION

1. Steel detailing, fabrication, and erection shall conform to the AISC Specification for

Structural Steel Buildings and Code of Standard Practice, and the AWS Structural

Welding Code.

2. Stresses occurring during fabrication, shipment, and erection shall be temporary and not excessive. Stresses at all times shall be less than design and allowable stresses. The full design and load-carrying capacity of the steel work shall not be impaired due to fabrication, shipment, or erection procedures. Throughout the complete process, the stability of all individual members and assembles shall be maintained.

3. The Contractor shall be responsible for the control of all erection procedures and sequences with relation to temperature differentials and weld shrinkage.

4. All additional steel required for erection purposes shall be provided at no additional cost and shall be removed unless approved by the Owner in writing.

5. Connections - welded or high strength bolted:

A. High-strength bolts shall be installed in accordance with "Specifications for

Structural Joints Using ASTM A325 or A490 Bolts".

B. A325N or A490N with hardened washers: use for all connections other than slip critical connections.

C. Provide hardened washers under nuts at all high-strength bolts, except where plate washers are used per AISC Specifications.

D. Unless snug tight connections are noted on the drawings as being permitted, all bolts should be tightened to full pretensioning load.

E. Use standard holes with the following exceptions: short slotted holes are permitted for shear loading perpendicular to the slot.

F. Where minimum AISC fillet weld thickness requirement exceeds welds shown on details, or weld size is not specified, provide minimum AISC weld.

G. Wherever possible, use framed beam connections as listed in Tables 10-1 to

10-3 of AISC Manual of Steel Construction, 14th edition. The length of connection shall not be less than one-half of the T distance of the beam web.

H. Connections shall develop one-half of the total uniform load capacity of the beam.

6. Welding electrodes shall be E70XX except where other electrodes are required for compatibility with material being welded.

7. Shop drawings are required and shall note type of electrodes, size of all welds, and type and size of all bolts. Shop drawings shall be prepared under the supervision of a professional engineer licensed in the jurisdiction where the project is located.

8. Primer, unless otherwise noted:

A. Clean surfaces to remove loose rust and mill scale and spatter, slag, or flux deposits. Prepare surfaces according to the following specifications and standards: SSPC-SP 2, "Hand Tool Cleaning" for all steel.

B. Do not paint beams that are encased in concrete or that are to receive sprayed-on fireproofing.

C. Omit paint at slip critical connections and areas to be welded.

D. Interior steel: Provide chemically active, modified alkyd primer at 2.5 mils dry thickness.

10. See all contract drawings for miscellaneous steel requirements.

11. All shop and field welding shall be performed by a recently certified welder.

12. All welding and high strength bolting must be inspected by a qualified testing laboratory. Laboratory shall be approved by the Architect and/or Engineer.

13. Erect steel according to, and within tolerances specified by, AISC 303.

14. Miscellaneous hanging loads such as pipes, mechanical equipment, etc., supported by steel members shall be applied in such a manner that no torsional forces are induced in the steel members, i.e., loads shall pass through the centerline of wide flange sections and through the shear center of channels.

15. Field splice members if/as required for installation by full penetration welding entire cross-section.

STRUCTURAL STEEL WELDING

1. All welding shall be in strict conformance with the latest building code and AWS

D1.1.

2. All welding electrodes (filler metal) shall be E70XX (70 ksi), unless otherwise noted.

3. Lengths of welds are effective lengths. Where length of weld is not shown, it shall be full length of joint. All butt welds shall be full penetration unless otherwise noted.

4. Welders shall be qualified and certified for the work they will be performing and shall have current certifications.

5. Faces of fillet welds exposed to view shall have as-welded surfaces that are reasonably smooth and uniform. No finishing or grinding shall be required, except where clearances or fit of other items may so necessitate.

6. Welds shall be terminated at the end of a joint in a manner that will ensure sound welds. Whenever necessary, this shall be done by the use of extension bars and run-off tabs.

STEEL DECK

1. The metal decking shall be of the type and gauge as indicated on the drawings.

Decking and all accessories shall be formed from steel sheets conforming to ASTM

A653. The steel shall be zinc coated conforming to ASTM A924, Class G60. Deck units shall be continuous over three or more spans where possible.

2. Diaphragm action shall be provided for in all areas with welding pattern in accordance with manufacturer's recommendations.

3. All welding of metal deck shall be in accordance with AWS D1.3.

4. All metal deck shall be welded to structural steel by qualified welders experienced in welding light-gauge steel, and using prequalified procedures. The erector shall establish a welding procedure for the arc spot welding weld of the steel decking to the structural steel of a particular gauge used. Prior to the start of erection of steel deck, each welder shall be qualified using this procedure and witnessed by the

Owner's testing agency.

5. Steel deck and framing will deflect during placement of concrete. These deflections will require placement of concrete in excess of the amount based on nominal dimensions in order to bring the slab within tolerances of a horizontal plane. The

Contractor shall provide the excess concrete at no cost to the Owner.

6. Section properties shall be determined according to the Light Gauge Steel Institute.

7. Comply with Steel Deck Institute Specifications for deck attachment and connectors.

8. Steel deck shall be erected and fastened in accordance with the manufacturer's specifications and erection layouts.

ADHESIVE AND EXPANSION ANCHORS

1. For connections to existing concrete or solid masonry, use wedge type expansion bolts (HILTI KWIK BOLT 3, or other approved) or adhesive anchors (HILTI HAS-E rods or rebar with HILTI HIT-HY 200 adhesive, or other approved), with diameter and embedment length as noted on the drawings.

2. For connections to existing hollow masonry or brick, use sleeve anchors (HILTI

HLC, or other approved) or adhesive anchors (HILTI HIT-A rods with screen tube with HILTI HIT-HY 70 adhesive, or other approved), with diameter and embedment length as noted on the drawings.

3. Locate existing reinforcing by means of a rebar detector prior to drilling. Adjust the connection as required to avoid damaging any reinforcing.

4. Notify the Architect or Engineer if the existing concrete or masonry is cracked in the vicinity of the anchors prior to drilling.

ABBREVIATIONS

@ At

ARCH. Architect or Architectural

BLDG. Building

BOTT. Bottom

BRG. Bearing

CANT. Cantilever

CLR. Clear

COL. Column

CONC. Concrete

CONN. Connection

CONST. Construction

CONT. Continuous

CONTR. Contractor

COORD. Coordinate

C.W. Curtain Wall

DET. Detail

DIA. or ø Diameter

DIAG. Diagonal or Diagram

DWG. Drawing

EL. Elevation

EMBED. Embedment

E.O.S. Edge of Slab

E.W. Each Way

EX. Existing

EXT. Exterior

F.V. Field Verify

GA. Gauge or Gage

INT. Interior

JT. Joint

LOC. Location

LT. WT. Lightweight

MASY. Masonry

MAX. Maximum

MECH. Mechanical

MIN. Minimum

OPNG. Opening

OPP. Opposite

REF. Reference

REINF. Reinforcing or Reinforcement

REQD. Required

SECT. Section

SIM. Similar

STIFF. Stiffener or Stiffened

T&B Top And Bottom

T.O.S. Top of Steel

TYP. Typical

U.O.N. Unless Otherwise Noted

W/ With

WWR Welded Wire Reinforcement

W.P. Work Point

DESIGN STRESSES

Concrete (strength design) minimum compressive strength in 28 days:

Footings ------------------------------------------------------------------------------ f'c = 3,000 psi

Concrete subject to freezing and thawing ----------------------------------- f'c = 5,000 psi

Structural lightweight concrete on metal deck

(120 pcf max. air dried) -------------------------------------------------- f'c = 3,500 psi

Reinforcing bars (ASTM A615, Grade 60) -------------------------------------------- Fy = 60,000 psi

Welded wire reinforcement (ASTM A1064) ------------------------------------------- Fy = 70,000 psi

Structural steel W shapes (ASTM A992 or ASTM A572/50) --------------------- Fy = 50,000 psi

Structural steel other shapes (ASTM A36) ------------------------------------------- Fy = 36,000 psi

Metal decks

Composite Floor Deck ------------------------------------------------------------ Fy = 50,000 psi

Noncomposite Floor Deck ------------------------------------------------------- Fy = 60,000 psi

Masonry --------------------------------------------------------------------------------------- f'm = 1,500 psi

MASONRY CONSTRUCTION

1. Masonry walls shown on structural drawings have been designed in accordance with ACI 530, Building Code Requirements for Masonry Structures.

2. Masonry walls shown on structural drawings shall be constructed in accordance with ACI 530.1, Specifications for Masonry Structures, and the project specifications.

3. Determine compressive strength of masonry (f'm) by the unit strength method

(Section 1.4,B.2 of ACI 530.1).

A. Mortar shall meet the Property Specifications' requirements of ASTM C270, and shall be field tested according to ASTM C780.

B. The strength of grout shall be determined by tests in accordance with ASTM

C1019.

4. The use of masonry cement shall not be permitted.

5. Provide horizontal joint reinforcement per ASTM A82, galvanized, at 16" on center vertically. See specifications. Unless otherwise noted, provide a galvanized ladder type joint reinforcement.

6. Welding of reinforcing bars (including tack welding) is not permitted without permission of Engineer in writing.

7. Wall reinforcing shall be held in position during grouting.

8. Lap reinforcement 48 bar diameters, minimum.

S-5.25

E S

-8

ES-4.75

W x

W x

W21x48

W x

W x

W x

W x

W x

W x

W21x48

C E 21'-10" ±

E X

W x

E X

W x

E X

W x

E X

W x

E X

W x

E X

W x

EX. W16x40 +

WT8X22.5 REINF.

NOTE 2

(TYP.)

F .F

.S

E X

W x

S101

S101

S101

(SEE SECT. AND NOTE 4)

S101

Sim

Typ

NOTE 5

NOTE 6

NOTE 7

NOTE 7

3 EQUAL SPACES

SEE SECT.

SEE SECT.

NOTES:

1. GROUND FLOOR ELEVATION AT 12'-3 3/4", REFERENCE ELEVATION (0'-0"). TOP OF STEEL AT (-0'-5 1/4") U.O.N.

2. DOUBLE ANGLE CONNECTIONS TO EXISTING WALL WITH POST INSTALLED ANCHORS (SEE SECTIONS).

3. : DENOTES 3 1/4" THICK LT. WT. CONC. SLAB ON 2"-20 GAGE COMPOSITE METAL DECK (5 1/4" TOTAL THICKNESS) W/ 6x6-W2.9xW2.9 WWR.

:DENOTES FROST FREE SLAB, SEE ARCHITECTURAL DRAWINGS FOR DETAILS.

:DENOTES EXISTING 3 1/4"± THICK CONC. SLAB ON 1 1/2" COMPOSITE METAL DECK (4 3/4"± TOTAL THICKNESS)

:DENOTES EXISTING 8"± THICK REINF. CONC. SLAB.

4. PROVIDE (2) BOLT DOUBLE ANGLE CONNECTION OF BEAM REINFORCEMENT TO EXISTING COLUMNS, EACH END. COPE FLANGE

OF BEAM REINFORCEMENT AS REQUIRED TO AVOID EXISTING COLUMN BASE PLATE AT E-3.

5. PROVIDE #4@12"x5'-0" LONG CENTERED OVER FULL LENGTH OF GIRDER IN TOP OF SLAB.

6. AT MECHANICAL DUCT PENETRATION, PROVIDE (1)#4x4'-0" LONG DIAGONAL BAR IN TOP OF SLAB AT NORTHERN CORNERS OF

OPENING. COORDINATE SIZE AND LOCATION OF OPENING WITH MECHANICAL DRAWINGS.

7. REINFORCE SLAB AT PENETRATIONS FOR ELECTRICAL BUSWAYS PER TYPICAL DETAIL.

S-5.25

ES-4.75

ES-8

F.F.S

GROUND FLOOR

(12'-3 3/4")

STEEL BEAM (SEE PLAN)

RELOCATE ANY EX. UTILITIES

THAT INTERFERE WITH NEW

BEAM REINFORCEMENT

EX. STEEL BEAM

(SEE PLAN)

WT BEAM REINFORCEMENT

(SEE PLAN)

EX. MASONRY WALL. REMOVE TOP

OF WALL FOR INSTALLATION OF

BEAM REINFORCEMENT

1/4"x3" BENT PLATE @ 2'-0"

MAX. (ALTERNATE VERT. LEG

ON EACH SIDE OF WALL)

EX. MASONRY WALL

S-5.25 (SEE PLAN)

1/4" 3"@12"

6" CONT.

EACH END

ES-4.75 (SEE PLAN)

C L

R

/2

3/16"

TYP.

E

EX. BRICK VENEER

EX. MASONRY WALL

STEEL BEAM

(SEE PLAN)

EX. 12"± CONC. WALL

S-5.25 (SEE PLAN) W/

#3@12" TOP AND

(1)#4 CONT.

1/4"

3 SIDES

AFTER

ADJUST

(2) L7x4x3/8x2'-6" (LONG LEG OUTSTANDING) WITH (2)3/4"ø

ERECTION BOLTS IN HORIZ.

SLOTTED HOLES AND (8)7/8"ø

ADHESIVE ANCHORS (6" EMBED.)

WITH 11" HORIZONTAL GAGE

T Y

P

/2

COPE BOTTOM FLANGE

AND PROVIDE WEB

EXTENSION PLATE (MATCH

WEB THICKNESS), FULL

PEN. WELD AND GRIND

SMOOTH

4'-0" 1'-4"

GROUND FLOOR

(12'-3 3/4")

EX. 12"± CONC. WALL

EX. BRICK VENEEREX. MASONRY WALL

S-5.25 (SEE PLAN)

1/4"

3 SIDES

AFTER

ADJUST.

STEEL BEAM (SEE PLAN)

(2) L5x3 1/2x3/8x9" (LONG LEG OUTSTANDING) WITH (2)3/4"ø

ERECTION BOLTS IN HORIZ.

SLOTTED HOLES AND (4)3/4"ø

ADHESIVE ANCHORS (3 1/2"

EMBED.) WITH 7" HORIZONTAL

GAGE

#3 DOWEL

CHAMFER

CONCRETE SLAB

EXISTING SLAB

DRILL 1"ø HOLE IN EX. SLAB.

SET 1/2"ø DEFORMED ROD

IN NON-SHRINK GROUT

REINFORCING:

(@ MID DEPTH OF SLAB)

#3@12" O.C. E.W.

NOTES:

1. BASE SLAB PREPARATION:

A. NEW: CLEAN & WET SLAB PRIOR TO POURING PAD.

B. EXISTING: CLEAN & ROUGHEN SLAB AND APPLY BONDING AGENT PER

MANUFACTURER'S WRITTEN DIRECTIONS.

2. CONCRETE MIX:

SAME CONCRETE AS USED ELSEWHERE ON PROJECT BUT NOT LESS

THAN, 3,000 PSI (MAX 4" SLUMP).

3. CURING - CURE FOR 7 DAYS BY EITHER OF THE FOLLOWING METHODS:

A. COVER W/ BURLAP & KEEP CONTINUOUSLY WET.

B. COVER W/ 6 MIL. VISQUEEN. TAPE TO BASE SLAB AND ALL JOINTS.

MECHANICAL HOUSKEEPING PAD DETAIL

EXISTING CONSTRUCTIONNEW CONSTRUCTION

C L E

A R

/2

AROUND PERIMETER

6" FROM CORNERS

&'-0" O.C. MAX.

M

IN

4"

C L E

A R

/2

(SEE MECHANICAL DRAWINGS FOR LOCATIONS)

(1)#4 x 4'-0" DIAG.

EACH CORNER (TYP.)

#5 IN VALLEY

OF DECK

#5 BOTTOM

#5 BAR

DIAGONAL CORNER

BAR

SEE NOTE #2

CUT DECK AFTER

CONCRETE HAS

CURED

Y

C L E

A R

X

2'-0"

TYP

T Y

P .

DECK

DIRECTION

PLAN

OPENING DETAILS FOR

COMPOSITE DECK CONSTRUCTION

SECTION A-A

A-A

NOTES:

1. THIS DETAIL APPLIES FOR ALL OPENINGS WITH DIMENSION

Y > 18". FOR OPENINGS < 18" USE ONLY CORNER BARS.

2. IF CONTR. DESIRES TO CUT DECK BEFORE SLAB IS POURED,

ADDITIONAL SUPPORT FOR METAL DECK WILL BE REQD.

3. IF OPENING SIZE IS NOT NOTED ON STRUCTURAL DWGS.,

REFER TO ARCHITECTURAL OR MECHANICAL DWGS.

S T

A T E

OF NEW

YO

R K

L I C E N S E D

PROF ESS I ON

A L

E N G I N E E R

MICHAEL R.

MILLER

092005

BARBER & HOFFMAN, INC.

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Building Number

Project Number

Office of Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FULLY SPRINKLERED

A

B

C

D

E

F

6 " o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

209 Sandusky Street Pittsburgh, Pennsylvania 15212 Ph: 412.287.7333 Fax: 412.287.7334 www.ae-works.com

AE Works Project Number:

ARCHITECTS/ENGINEERS:SEAL

Revision# Date

KEYPLAN

Consulting Engineers

BARBER & HOFFMAN, INC.

215 Executive Drive, Suite 202 Cranberry Township, PA 16066 724-741-0848/ (F) 724-741-0849 barberhoffman.com

/8

/2

:0 0:

A

M UPGRADE CHILLER PLANT

SWITCHGEAR

VA 528A7-17-702

MRM EMB

800 IRVING AVE, SYRACUSE, NY 13210

S101

GROUND FLOOR FRAMING PLAN, NOTES

AND DETAILS

12/08/2017 17007

BID SET

NORTH

TRUE NORTH

PROJECT

1/4" = 1'-0"

GROUND FLOOR FRAMING PLAN

SECTION

3/4" = 1'-0"

1 SECTION

3/4" = 1'-0"

2 SECTION

3/4" = 1'-0"

SYMBOLS LEGEND

DESCRIPTION SYMBOL

WALL SECTION MARK

A101

SHEET NUMBER

SECTION IDENTIFIER

DETAIL INDICATOR

A101

DETAIL IDENTIFIER

SHEET NUMBER

LEADER

DETAIL BOUNDARY

EXTERIOR ELEVATION MARK

A100

1 ELEVATION IDENTIFIER

SHEET NUMBER

NORTH ARROW

NORTH

TRUE NORTH

PROJECT

ROOM NAME

ROOM NUMBER

ROOM NAME INDICATOR

DOOR IDENTIFICATION

1 DOOR NUMBER

WALL TYPE IDENTIFICATION

M8 WALL TYPE INDICATOR

WALL

KEYED NOTE IDENTIFICATION

ROOM NAME

DEMO PLAN - KEYED NOTE

PLAN - KEYED NOTE

WALL SECTION / EXTERIOR

ELEVATION - KEYED NOTE

DUST CONTROL PLAN NOTES / DUST CONTROL PLAN HAZARD ASSESSMENT

PRIOR TO INITIATING WORK, CONTRACTOR WILL ASSESS THE SCOPE OF THE CONSTRUCTION

ACTIVITIES AND DETERMINE THE POTENTIAL RISK GROUPS INVOLVED BASED ON THE LOCATION OF

ACTIVITIES AND EXTENT AND DURATION OF THE WORK. LOW RISK GROUPS ARE CONSIDERED

"OFFICE WORKERS", MEDIUM RISK GROUPS ARE CONSIDERED ALL INPATIENT AND OUTPATIENT

AREAS NOT IN THE HIGH RISK GROUP. HIGH RISK GROUP DESIGNATION INCLUDES INPATIENT

AREAS SUCH AS PEDIATRIC AND ADULT OPERATING/DELIVERY ROOMS, CATH LABS, MYELO

SUPPRESSION UNITS, ICUS, DIALYSIS, NURSERIES AS WELL AS CLINIC AREAS (CLINICS

ASSOCIATED WITH HEMATOLOGY, ONCOLOGY, PEDIATRIC INFECTION DISEASE, OR TRANSPLANT

SERVICES) AND SERVICE AREAS (CENTRAL PROCESSING, STERILE PROCESSING, FOOD PREP &

SERVICE AREA AND PHARMACIES. THE VAMC INFECTION CONTROL GROUP WILL CONFIRM AND

APPROVE THE DESIGNATION PROVIDED IN THIS SUBMITTED DUST CONTROL PLAN. VAMC IS ALSO

RESPONSIBLE FOR ANY AND ALL INFECTION CONTROL MEASURES DETERMINED AND ESTABLISHED

BY VAMC POLICY, SUCH AS THE RELOCATION OF HIGH RISK PATIENTS, APPROVING ALTERNATE

TRAFFIC PATHS FOR CONSTRUCTION WORKERS OR ESTABLISHING ALTERNATE TRAFFIC PATTERNS

FOR STAFF, PATIENTS AND VISITORS. THE PLAN SHOULD BE REVISED ACCORDING TO SPECIFIC

VAMC POLICIES OR CHANGING CONDITIONS AT THE SITE AS THEY MAY OCCUR.

SYRACUSE VAMC REPLACE CHILLER PLANT SWITCHGEAR

FOR THE PURPOSE OF THIS RENOVATION, THE CONSTRUCTION WORK IS CONSIDERED ADJACENT

TO MEDIUM RISK GROUPS AND COMPRISES WORK WHICH COULD GENERATE MODERATE TO HIGH

LEVELS OF DUST NOT WITHIN THE CONFINES OF A SUITE OR OFFICE AND INCLUDES MODERATE

CONSTRUCTION WORK. THE DUST CONTROL PLAN SHALL BE DISTRIBUTED AND REVIEWED BY ALL

CONTRACTORS PERFORMING WORK ON THIS CONSTRUCTION PROJECT.

A. EXTERNAL DEMOLITION AND CONSTRUCTION ACTIVITIES

• DETERMINE IF THE IMPACTED AREAS OF THE FACILITY CAN OPERATE TEMPORARILY ON

RECIRCULATED AIR; IF FEASIBLE SEAL OFF ADJACENT AIR INTAKES.

• IF THIS IS NOT POSSIBLE OR PRACTICAL, CHECK THE LOW-EFFICIENCY FILTER BANKS

FREQUENTLY AND REPLACE AS NEEDED TO AVOID BUILDUP OF PARTICULATE.

• SEAL WINDOWS AND REDUCE WHEREVER POSSIBLE OTHER SOURCES OF OUTSIDE AIR

INTRUSION (OPEN DOORS IN STAIRWELLS AND CORRIDORS) ESPECIALLY IN PROTECTIVE

ENVIRONMENT (PE) AREAS.

B. INTERNAL DEMOLITION AND CONSTRUCTION ACTIVITIES DUST AND DEBRIS CONTROL

• BARRIER SYSTEMS: THE AREA SHOULD BE ISOLATED, AS THE PROJECT REQUIRES. SMALL,

SHORT DURATION PROJECTS GENERATING MINIMAL DUST MAY USE FIRE-RATED PLASTIC

SHEETING, BUT SHOULD BE SEALED AT FULL CEILING HEIGHT WITH AT LEAST 2-FOOT

OVERLAPPING FLAPS FOR ACCESS TO ENTRY. PROJECTS THAT PRODUCE MODERATE TO HIGH

LEVELS OF DUST REQUIRE RIGID, DUST-PROOF, AND FIRE-RATED BARRIER WALLS (E.G.,

DRYWALL) WITH CAULKED SEAMS FOR A TIGHT SEAL EXTENDING FLOOR TO CEILING. SEAL OFF

AND BLOCK RETURN AIR VENTS IF RIGID BARRIERS ARE USED FOR CONTAINMENT. LARGE DUST

PROJECTS NEED AN ENTRY VESTIBULE FOR CLOTHING CHANGES AND TOOL STORAGE AND

TIGHT SEALS SHOULD BE MAINTAINED AT THE FULL PERIMETER OF WALLS AND WALL

PENETRATIONS. AN INTERIM PLASTIC DUST BARRIER (MINIMUM 4-MIL) MAY BE REQUIRED TO

PROTECT THE AREA WHILE THE RIGID IMPERVIOUS BARRIER IS BEING CONSTRUCTED. ANY

DUST SHALL BE IMMEDIATELY CLEANED IF TRACKED OUTSIDE OF THE CONSTRUCTION BARRIER.

UPON COMPLETION OF THE CONSTRUCTION PROJECT DUST BARRIERS SHALL BE REMOVED

CAREFULLY TO MINIMIZE SPREADING OF DUST AND THE CONTRACTOR SHALL HAVE TEMPORARY

DUST PROTECTION IN PLACE BEFORE REMOVAL OF A PERMANENT BARRIER. CONTRACTOR

PERSONNEL SHALL MONITOR AND PERFORM BARRIER MAINTENANCE AND BE EDUCATED TO

NOTICE SIMPLE CLUES SUCH AS ACCUMULATIONS OF VISIBLE DUST EVIDENCED BY

FOOTPRINTS, OPENED DOORS/WINDOWS EVIDENCED BY PRESENCE OF INSECTS AND FLIES,

WET CEILING TILE, ETC.

• TRAFFIC CONTROL; DESIGNATED ENTRY AND EXIT PROCEDURES SHALL BE DEFINED. EGRESS

PATHS SHOULD BE FREE OF DEBRIS; DESIGNATED ELEVATORS SHOULD BE USED DURING

SCHEDULED TIMES; AND ONLY AUTHORIZED PERSONNEL SHOULD BE ALLOWED TO ENTER THE

CONSTRUCTION ZONE. SIGNAGE SHOULD DIRECT PEDESTRIAN TRAFFIC AWAY FROM THE

CONSTRUCTION AREA AND MATERIALS.

• DEMOLITION DEBRIS: DEBRIS SHOULD BE REMOVED IN CARTS WITH TIGHTLY FITTED COVERS, USING DESIGNATED TRAFFIC ROUTES. EFFORTS SHOULD BE MADE TO MINIMIZE USE OF

ELEVATORS WITH AN EMPHASIS ON TRANSPORT DURING THE LOWEST PERIOD OF ACTIVITY.

DEBRIS SHOULD BE REMOVED DAILY AND AT TIMES SPECIFIED BY THE VAMC. IF CHUTES ARE

USED TO DIRECT DEBRIS OUTSIDE, HIGH EFFICIENCY PARTICULATE AIR (HEPA) FILTERED

NEGATIVE AIR MACHINES SHOULD BE USED, AND THE CHUTE OPENING SHOULD BE SEALED

WHEN NOT IN USE. FILTERS SHOULD BE BAGGED AND SEALED BEFORE BEING TRANSPORTED

OUT OF THE CONSTRUCTION AREA. THE CONTRACTOR SHALL NOT HAUL DEBRIS THROUGH

PATIENT-CARE AREAS WITH PRIOR APPROVAL OF THE VAMC.

• EXTERIOR WINDOWS: WINDOWS SHOULD BE SEALED TO MINIMIZE INFILTRATION FROM ANY

ADJACENT EXCAVATION DEBRIS.

• CEILINGS THAT ARE REMOVED/MOIFIED TO ALLOW CONSTRUCITON OF ICRA BARRIERS SHOULD

BE REINSTALLED TO PRE-CONSTRUCTION CONDITIONS.

VENTILATION AND ENVIRONMENTAL CONTROLS

• AIR SYSTEM FLOW: DETERMINE WHETHER THE CONSTRUCTION AREA USES FRESH/OUTSIDE

OR RECIRCULATED AIR; FILTERS SHOULD BE ADDED OR RETURN VENTS COVERED AS NEEDED

WITH FILTER MATERIAL OR PLASTIC. AIR MUST FLOW FROM CLEAN TO DIRTY AREAS.

• NEGATIVE AIR PRESSURE: THE AIR WITHIN THE CONSTRUCTION AREA MUST BE NEGATIVE

WITH RESPECT TO SURROUNDING AREAS AND WITH NO DISRUPTION OF AIR SYSTEMS OF

ADJACENT AREAS. USE OF THE NEGATIVE AIR PRESSURE SYSTEM WITHIN THE ENCLOSURE

TO REMOVE DUST SHOULD PASS AIR THROUGH AN INDUSTRIAL GRADE, PORTABLE HEPA

FILTER CAPABLE OF FILTRATION RATES OF 300-800 CUBIC FEET PER MINUTE (FT3//MIN), OR

EXHAUST AIR DIRECTLY TO THE OUTSIDE IF APPROVED BY VAMC. IF EXHAUST MUST BE TIED

INTO A RE-CIRCULATED AIR SYSTEM, A PRE-FILTER AND HEPA FILTER SHOULD BE USED

BEFORE EXHAUST TO PREVENT CONTAMINATION OF THE DUCTS.

• ADJACENT AREAS: THE STATUS OF SEALED PENETRATIONS AND INTACT CEILING SHOULD BE

VERIFIED DAILY.

• AIR EXCHANGE RATES AND PRESSURE RELATIONSHIPS: VAMC AND/OR CONTRACTOR WILL

VERIFY AND MAINTAIN PROPER RATES IN CRITICAL AREAS NEAR CONSTRUCTION ACTIVITY

AND ENSURE AIR IS NOT BEING RE-CIRCULATED WITHOUT FILTRATION FROM THE

CONSTRUCTION AREA ELSEWHERE. VAMC WILL MAKE DETERMINATION ON PROVIDING FOR

THE ACCOUNTABILITY AND FREQUENCY OF TESTING AIR PRESSURE THROUGHOUT THE

PROJECT.

• MANOMETERS SHOULD BE LOCATED ON ICRA PARTITION DOOR AND ON THE NON-

CONSTRUCTION SIDE OF THE PARTITION.

CONTAMINATION OF PATIENT ROOMS

• WORKSITE CLOTHING: CONTRACTOR PERSONNEL CLOTHING SHOULD BE FREE OF LOOSE SOIL

AND DEBRIS BEFORE LEAVING THE CONSTRUCTION AREA. IF PROTECTIVE APPAREL IS NOT

WORN (E.G. COVERALLS, FOOTGEAR AND HEADGEAR) A HEPA-FILTERED VACUUM SHOULD BE

USED TO REMOVE DUST FROM CLOTHING BEFORE LEAVING THE BARRICADE. IF PROTECTIVE

APPAREL IS UTILIZED THE CONTRACTOR SHALL CONSTRUCT A SPACE OR ANTEROOM FOR

CHANGING CLOTHING AND STORING EQUIPMENT (DESIGNATED AREA). ALL EQUIPMENT,

TOOLS, TOOL CARTS, MATERIALS, ETC. TRANSPORTED THROUGH OCCUPIED AREAS SHALL BE

MADE FREE FROM DUST AND MOISTURE BY VACUUMING AND WET WIPING BEFORE THEIR

REMOVAL FROM THE CONSTRUCTION ZONE OR WORK AREA.

• CONTRACTOR CLEANING: THE CONSTRUCTION ZONE SHOULD BE MAINTAINED IN A CLEAN

MANNER BY CONTRACTORS AND SWEPT OR HEPA-VACUUMED DAILY FOR MORE FREQUENTLY

AS NEEDED TO MINIMIZE DUST. ADJACENT AREAS THAT MAY BE IMPACTED BY THE

CONSTRUCTION SHOULD BE DAMP MOPPED DAILY OR MORE FREQUENTLY AS NEEDED. WALK-

OFF MATS WITH TACKY OR ADHESIVE SURFACES SHOULD BE UTILIZED TO MINIMIZE TRACKING

OF HEAVY DIRT AND DUST FROM CONSTRUCTION AREAS.

CONSULTANTS:

Drawing Title

Approved: Project Director

Project Title:

Location:

Date: Checked: Drawn:

Drawing Number

Building Number

Project Number

Office of Construction and Facilities Management

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

FULLY SPRINKLERED

A

B

C

D

E

F

6 " o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h o n e f o o t th re e i n c h e s o n e f o o t

ARCHITECTS/ENGINEERS:SEAL

Revision# Date

209 Sandusky Street Pittsburgh, Pennsylvania 15212 Ph: 412.287.7333 www.ae-works.com

AE Works Project Number:

/8

/2

:4 9:

P

M UPGRADE CHILLER PLANT

SWITCHGEAR

VA 528A7-17-702

JD SB

800 IRVING AVE, SYRACUSE, NY 13210

A001

ABBREVIATIONS, SYMBOLS, GENERAL

NOTES AND INFECTION CONTROL

REQUIREMENTS

12/08/2017

BID SET

17007

NORTH

TRUE NORTH

PROJECT

SS SOIL STACK

ST PR STATIC PRESSURE

ST STL STAINLESS STEEL

STD STANDARD

STER STERILIZER

STL STEEL

STOR STORAGE

STR STRAINER

STRUCT STRUCTURAL

SUSP SUSPENDED

SW SWITCH

SWBD SWITCHBOARD

SWGR SWITCHGEAR

SYM SYMMETRICAL TOP

T TOP

TA THROWAWAY

TAN TANGENT

TC TELECOMMUNICATIONS

CONTRACTOR

TCV TEMPERATURE CONTROL VALVE

TDV TRIPLE DUTY VALVE

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

TG TONGUE & GROOVE

TH THERMOMETER

THRES THRESHOLD

TR TEMPERATURE RISE

TRANS TRANSITION

TRANSR TRANSFORMER

TSTAT THERMOSTAT

TV TURNING VANES OR TELEVISION

TYP TYPICAL

UC UNDER CABINET OR UNDER CUT

UFD UNDER FLOOR DUCT

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITER'S LABORATORIES

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER SUPPLY

UTIL UTILITY

V VOLT

VAL VALVE

VD VOLUME DAMPER

VENT VENTILATION

VERT VERTICAL

VFS VENTURI FLOW STATION

VIF VERIFY IN FIELD

VL VENT LINE

VR VAPOR RETARDER

VS VENT STACK

VTR VENT THROUGH ROOF

W WATT

W/ WITH

W/O WITHOUT

WB WET BULB

WC WALL COVERING

WCL WATER CLOSET

WD WOOD

WF WIDE FLANGE

WFMD WATER FLOW MEASURING DEVICE

WG WALL GUARD OR WATER GAUGE

WHCH WHEEL CHAIR

WIN WINDOW

WMS WIRE MESH SCREEN

WP WEATHERPROOF

WPS WALL PROTECTION SYSTEM

WSCT WAINSCOT

WT WINDOW TREATMENT

WTD WATER TEMPERATURE DROP

WWF WELDED WIRE FABRIC

X DEMO

XN TO BE RELOCATED / NEW LOCATION

XR EXISTING TO REMAIN

ZVB ZONE VALVE BOX

ZVC ZONE VALVE CABINET

LDB LEAVING DRY BULB

LED LIGHT EMITTING DIODE

LF LINEAR FEET

LIN LINEAR

LOC LOCATION OR LOCATE

LPT LOW POINT

LSDC LINEAR SUPPLY DIFFUSER CEILING

LT LIGHT

LTG LIGHTING

LV LOW VOLTAGE

LVR LOUVER

LWB LEAVING WET BULB

LWC LINEAR WOOD CEILING

LWT LEAVING WATER TEMPERATURE

MAN MANUAL

MAT MIXED AIR TEMPERATURE

MATL MATERIAL

MAV MANUAL AIR VENT

MAX MAXIMUM

MBH ONE THOUSAND BTU / HOUR

MC MECHANICAL CONTRACTOR

MC METAL CLAD CABLE

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDP MAIN DISTRIBUTION PANEL

MECH MECHANICAL

MEMB MEMBRANE

MET METAL

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MLO MAIN LUGS ONLY

MO MASONRY OPENING

MOD MOTOR OPERATED DAMPER

MONO MONOLITHIC

MTD MOUNTED

MTG HT MOUNTING HEIGHT

MTL METAL

MTLH METAL HALIDE

MTR MOTOR

MTS MANUAL TRANSFER SWITCH

MV MEDIUM VOLTAGE

N/A NOT APPLICABLE

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURER ASSOCIATION

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NO NUMBER OR NORMALLY OPEN

NOM NOMINAL

NTS NOT TO SCALE

O OXYGEN

OA OUTSIDE AIR

OBD OPPOSED BLADE DAMPER

OC ON CENTER

OD OUTSIDE DIAMETER

OPER OPERATED

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

PB PULL BOX

PC PLUMBING CONTRACTOR

PD PUMP DISCHARGE

PG PRESSURE GAUGE WITH COCK

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PNL PANEL

PR PAIR

PRD PRESSURE DIFFERENTIAL VALVE

PRELIM PRELIMINARY

PRT PRESSURE TAP

PRV PRESSURE REDUCING VALVE

PT PAINT OR POTENTIAL

TRANSFORMER

RO ROUGH OPENING

QT QUARRY TILE

R RADIUS

RA RETURN AIR / RELIEF AIR

RB RUBBER BASE

RC REMOVE COMPLETELY

RD ROOF DRAIN

RE RELOCATE EXISTING

REC RECESSED

RECPT RECEPTACLE

REF REFERENCE

REFL REFLECTOR

REG REGISTER

REINF REINFORCING

REM REMOVE

REQD REQUIRED

RET RETURN

REV REVISE

REX REMOVE EXISTING

RF RESILIENT FLOOR

RFI REQUEST FOR INFORMATION

RGS RIGID GALVANIZED STEEL CONDUIT

RH ROOF HATCH

RM ROOM

RN REMOVE AND REPLACE WITH NEW

RR REMOVE AND REPLACE

RS RAPID START

RV RELIEF VALVE

RWC RAIN WATER CONDUCTOR

SA SUPPLY AIR

SAN SANITARY SEWER ABOVE GROUND

SAN-BXR SANITARY SEWER - BURIED

EXISTING TO REMAIN

SAN-XR SANITARY SEWER ABOVE GROUND -

EXISTING TO REMAIN

SCHED SCHEDULE

SD SMOKE DAMPER OR SMOKE

DETECTOR

SDISP SOAP DISPENSER

SF SQUARE FOOT

SHT SHEET

SHT MTL SHEET METAL

SHTG SHEATHING

SIM SIMILAR

SM SURFACE MOUNTED

SNC SANITARY NAPKIN CABINET

SND SANITARY NAPKIN DISPOSER

SP STANDPIPE OR STATIC PRESSURE

SPC SPECIMEN PASS-THRU CABINET

SPEC SPECIFICATIONS

SPS STATIC PRESSURE SENSOR

SR SERVICE RECEPTOR

EF EXHAUST FAN

EIFS EXTERIOR INSULATION AND

FINISHING SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEC CAB ELECTRICAL CABINET

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENTR ENTRANCE

EO ELECTRICAL OUTLET

EQ EQUAL

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EWB ENTERING WET BULB

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

EX EXAUST AIR

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

XP EXPLOSION PROOF

F/S FIRE / SMOKE DAMPER

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FAT FINAL AIR TEMPERATURE

FB FIRE BLANKET

FC FLEXIBLE CONNECTION OR

FOOTCANDLE

FD FLOOR DRAIN OR FIRE DAMPER

FDN FOUNDATION

FDV FIRE DEPARTMENT VALVE

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FH FIRE HOSE

FHC FIRE HOSE CABINET

FHP FULL HEIGHT PARTITION

FHV FIRE HOSE VALVE

FIN FINISH

FIXT FIXTURE

FL FLOW LINE

FLA FULL LOAD AMPERES

FLASH FLASHING

FLEX FLEXIBLE

FLG FLANGE

FLG C FLANGE CONNECTION

FLR FLOOR

FLUOR FLUORESCENT

FP FIRE PROOFING

FRMG FRAMING

FS FLOOR SINK

FSTOP FIRESTOPPING

FT FOOT / FEET

FT HD FEET OF HEAD

FTC FOOTCANDLES

FTG FOOTING

FUR FURRING

G GAS OR ELECTRICAL GROUND

GA GAUGE

GAL GALLONS

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERATOR

GENL GENERAL

GFCI GROUND FAULT CIRCUIT

INTERRUPTOR

GL GLASS

GLV GLOBE VALVE

GND GROUND

GPM GALLONS PER MINUTE

GR GRADE

GRAV GRAVITY

GRD BM GRADE BEAM

GV GATE VALVE

GWB GYPSUM BOARD

H HIGH

HB HOSE BIB

HC HEATING CONTRACTOR

HDCP HANDICAP

HDR HEADER

HDW HARDWARE

HID HIGH INTENSITY DISCHARGE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HORSE POWER

HPD HIGH PRESSURE DRIP

HPF HIGH POWER FACTOR

HR HANDRAIL

HSKP HOUSEKEEPING

HT HEIGHT

HTG HEATING

HTR HEATER

HV HIGH VELOCITY

HVAC HEATING, VENTILATING, AIR

CONDITIONING

HW HOT WATER

HWD HARD WOOD

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HWS&R HOT WATER SUPPLY AND RETURN

HZ HERTZ

ID INSIDE DIAMETER

IER INVERTED ECCENTRIC REDUCER

IG ISOLATED GROUND

IME INSULATED METAL ENCLOSURE

IN INCH

INCAND INCANDESCENT

INCL INCLUDED

INSUL INSULATION

INT INTERIOR

INTERL INTERLOCK

INV INVERT

ISO ISOLATION

IVS ISOLATED VALVE STATION

J-BOX JUNCTION BOX

JST JOIST

JT JOINT

KO KNOCK OUT

kVA KILOVOLT AMPERE kVAR KILOVAR (REACTANCE) kW KILOWATT kWH KILOWATT HOUR METER

LAT LEAVING AIR TEMPERATURE

LAV LAVATORY

LB POUND

& AND

A AIR (CLINICAL)

AAP ALARM ANNUNCIATOR PANEL

AAV AUTOMATIC AIR VENT

AB ANCHOR BOLT

ABV ABOVE

ACC DR ACCESS DOOR

ACFL ACCESS

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICAN DISABILITIES ACT

ADD ADDENDUM

ADDL ADDITIONAL

ADJ ADJUSTABLE

ADMIN ADMINISTRATION

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISHED GRADE

AFMD AIR FLOW MEASURING DEVICE

AHU AIR HANDLING UNIT

AL ALIGN

ALT ALTERNATE

ALUM ALUMINUM

AMP AMPERE

AP ACCESS PANEL

APC ARCHITECTURAL PRECAST

CONCRETE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASY ASYMMETRIC

ATC AUTOMATIC TEMPERATURE

CONTROL

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AWT AVERAGE WATER TEMPERATURE

BAT BATTERY

BC BALANCING COCK OR BARE

COPPER

BDD BACKDRAFT DAMPER

BFC BELOW FINISH CEILING

BFE BOTTOM FOOTING ELEVATION

BFG BELOW FINISHED GRADE

BG BUMPER GUARD

BLDG BUILDING

BLKG BLOCKING

BLT BORROWED LIGHT

BLW BELOW

BM BEAM

BO BY OWNER

BOF BY OWNER FUTURE

BOT BOTTOM

BR BRICK

BRG BEARING

BRKR BREAKER

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOFING

C CONDUIT

CAB CABINET

CANTL CANTILEVER

CAP CAPACITY

CATV CABLE TELEVISION

CCT CUBICLE CURTAIN TRACK

CCTV CLOSED CIRCUIT TELEVISION

CFH CUBIC FEET / HOUR

CFM CUBIC FEET / MINUTE

CH CHANNEL

CHK V CHECK VALVE

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CHWS&R CHILLED WATER SUPPLY AND

RETURN

CJ CONTROL JOINT

CKT CIRCUIT

CKT BRKR CIRCUIT BREAKER

CL CENTERLINE

CLG CEILING

CLG MTD CEILING MOUNTED

CLR CLR

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUE / CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER

REPRESENTATIVE

CORR CORRIDOR

CPT CARPET OR CONTROL POWER

TRANSFORMER

CT CERAMIC TILE

CTR CENTER

CU COPPER

CV CONTROL VALVE

CW COLD WATER

D DEPTH OR DEEP

DB DRY BULB

dB DECIBEL

DCW DOMESTIC COLD WATER

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAILS

DF DRINKING FOUNTAIN

DHW DOMESTIC HOT WATER

DIA DIAMETER

DIAG DIAGONAL OR DIAGRAM

DIFF DIFFUSER

DIM DIMENSION

DISC DISCONNECT

DISCH DISCHARGE

DISP DISPENSER

DIST DISTRIBUTION

DIV DIVISION

DL DOWN LIGHT

DN DOWN

DP DISTRIBUTION PANEL

DPR DAMPER

DR DRAIN

DS DOWNSPOUT

DWG DRAWING

DX DIRECT EXPANSION

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EC ELECTRICAL CONTRACTOR

EDB ENTERING DRY BULB

1/4" = 1'-0"

ICRA DUST CONTROL REQUIREMENTS

GENERAL PROJECT NOTES

1 THE CONTRACTOR SHALL POST NOTICES AND ENSURE COMPLIANCE WITH THE GOVERNING LAWS OF THE

JURISDICTION.

2 INSTALLATIONS PERFORMED IN CONNECTION WITH THESE DRAWINGS SHALL COMPLY WITH THE MOST

RECENT EDITION OF THE NFPA.

3 THE SITE WORK SHALL BE PROPERLY SUPERVISED BY THE CONTRACTOR'S JOB SITE SUPERINTENDANT.

SUFFICIENT PERSONNEL SHALL BE EMPLOYED TO COMPLETE THE WORK WITHIN THE CONTRACTED TIME.

PERSONNEL SHALL BE SKILLED IN THE TASK ASSIGNED.

4 THE CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN ADEQUATE PROTECTION TO SAFEGUARD THE PUBLIC

AND ALL PERSONS ENGAGED IN THE PERFORMANCE OF THE WORK.

5 THE DRAWINGS REFLECT CONDITIONS AS CAN BE INFERRED FROM VISIBLE CONDITIONS, OR FROM

DRAWINGS AND INFORMATION FURNISHED BY THE OWNER, BUT CANNOT BE GUARANTEED. THE

CONTRACTOR SHALL VERIFY ALL GRADES, LINE LEVELS AND DIMENSIONS INDICATED ON THE DRAWNGS AND SHALL REPORT ALL INCONSISTENCIES TO THE COR PRIOR TO THE EXECUTION OF THE WORK.

RECHECK ALL DIMENSIONS PRIOR TO ORDERING MANUFACTURED AND/OR FABRICATED ITEMS.

6 PLAN DIMENSIONS, UNLESS NOTED OTHERWISE, ARE TO THE FACE OF THE WALL FINISH OR CENTERLINE

OF COLUMN.

7 ALL INDICATIONS OF MASONRY ARE SHOWN IN ACTUAL DIMENSIONS (NOT NOMINAL), UNLESS NOTED

OTHERWISE.

8 THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF PRODUCTS PURCHASED FOR THIS PROJECT AND STORED ON THE PROJECT SITE.