36C24918R0163-010.pdf

N

N

PROJECT SITE

BID ALTERNATES

REMOVE ELEVATOR P37

SECOND ELEVATOR CAB, MACHINE, EQUIPMENT, KEEP THE SHAFT AND ALL

CORRESPONDING ELEMENTS. INFILL OPENINGS WITH PRECAST PUNCH PANEL.

AREA DEDUCT #1

DEDUCT LEVEL 3 PRECAST CONCRETE STRUCTURE AND ASSOCIATED ITEMS FROM

COLUMN LINE 1-3A/B TO LEVEL 3 COLUMN LINE 1-7-B/C. REDUCE WEST STAIR TOWER 1

LEVEL. THIS AREA DEDUCT INCLUDES PRECAST SPANDRELS, DOUBLE TEES, REDUCED

LIGHTING AND ELECTRICAL, REDUCED PARKING STRIPING, AND ALL OTHER ASSOCIATED

ITEMS SHOWN AS BASE BID IN THIS LOCATION.

AREA DEDUCT #2

DEDUCT LEVEL 3 PRECAST CONCRETE STRUCTURE AND ASSOCIATED ITEMS FROM

COLUMN LINE 7-9B/C TO LEVEL 2 RAMP COLUMN LINE 3-9A/B. REDUCE EAST STAIR TOWER

AND ELEVATOR TOWER 1 LEVEL. THIS AREA DEDUCT INCLUDES PRECAST SPANDRELS,

DOUBLE TEES, REDUCED LIGHTING AND ELECTRICAL, REDUCED PARKING STRIPING, AND

ALL OTHER ASSOCIATED ITEMS SHOWN AS BASE BID IN THIS LOCATION.

AREA DEDUCT #3

DEDUCT LEVEL 2 PRECAST CONCRETE STRUCTURE AND ASSOCIATED ITEMS FROM

COLUMN LINE 1-3A/B TO LEVEL 2 COLUMN LINE 1-7B/C. REDUCE WEST STAIR TOWER 1

LEVEL. THIS AREA DEDUCT INCLUDES PRECAST SPANDRELS, DOUBLE TEES, REDUCED

LIGHTING AND ELECTRICAL, REDUCED PARKING STRIPING AND ALL OTHER ASSOCIATED

ITEMS SHOWN AS BASE BID IN THIS LOCATION.

ALT DESCRIPTION (REFER TO SHEET GI103 FOR MORE INFORMATION)

1.

2.

3.

4.

DIRECTOR ITP CHAIRMAN

CHIEF. FACILITIES MANAGEMENT SAFETY OFFICER

NAGE

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

MEMPHIS, TN

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

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

FACILITY MANAGEMENT

DIVISION MANAGER

614-319

MEMPHIS VAMC

1030 JEFFERSON AVE, MEMPHIS, TN 38104

ARCHITECT/ENGINEERS:

MEP Engineer

APOGEE CONSULTING

GROUP

1151 Kildaire Farm Rd.

Suite 120 Cary, NC 27511

Tele: 919-858-7420

Functional Design

CARL WALKER INC.

3211 Internet Blvd., Suite 220 Frisco, TX 75034

Tele: 469-777-5143

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

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

C :\U se rs

\k ha w ki ns \D oc um en ts

\1 5.

_M em ph is

VA

G ar ag e_ kh aw ki ns .rv t

BID SET

GI000

KHUJ

COVER SHEET

11/14/2016

15.1067CONSTRUCT PARKING GARAGE

ON WEST LOT

VA MEMPHIS MEDICAL CENTER

MEMPHIS, TENNESSEE

CONSTRUCT PARKING GARAGE ON WEST LOT

100% DESIGN SUBMISSION

NOT FOR CONSTRUCTION

Contact:Contact:Contact:Contact: Contact: Contact:

APOGEE CONSULTING GROUP

Jim Salfity Sr. Project Manager

MECHANICAL,

ELECTRICAL &

PLUMBING

GUIDON DESIGN INC.

Mark VanderWoude Structural Engineer

STRUCTURAL

ENGINEER

GUIDON DESIGN INC.

Kyle Cyr Civil Engineer Project PM

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204 p: 317.800.6388 x 110 e: kcyr@guidondesign.com

CIVIL

ENGINEER

MEMPHIS VA

MEDICAL CENTER

Leland Fong Project COR General Engineer

1030 Jefferson Ave.

Memphis, TN 38104 p: 901.523.8990 x 5023 e: leland.fong@va.gov

OWNER

GUIDON DESIGN INC.

Ugljesa Janjic Architect

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204 p: 317.800.6388 x 301 e: ujanjic@guidondesign.com

ARCHITECT

CARL WALKER INC.

Gregg Watts Senior Parking Specialist

PARKING

CONSULTANT

905 North Capitol Avenue Suite 100 Indianapolis, IN 46204 p: 317.800.6388 x 119 e: mvanderwoude@guidondesign.com

1151 Kildaire Farm Rd.

Suite 120 Cary, NC 27511 p: 919.858.7420 x 308 e: jsalfity@acg-pa.com

3111 Internet Blvd.

Suite 220 Frisco, TX 75043 p: 214.619.0700 e: gwatts@carlwalker.com

SHEET LIST

SHEET NUMBER SHEET NAME

FUNCTIONAL

AP101 LEVEL 1 PLAN - ARCHITECTURAL PARKING

AP102 LEVEL 2 PLAN - ARCHITECTURAL PARKING

AP103 LEVEL 3 PLAN - ARCHITECTURAL PARKING

AP104 ALTERNATE 1 PLAN - ARCHITECTURAL PARKING

AP105 ALTERNATE 2 PLAN - ARCHITECTURAL PARKING

AP106 ALTERNATE 3 PLAN - ARCHITECTURAL PARKING

AP501 STRIPING DETAILS - ARCHITECTURAL PARKING

AP601 SIGN SCHEDULE AND SIGNAGE DETAILS

AW101 LEVEL 1 PLAN - WATERPROOFING

AW102 LEVEL 2 PLAN - WATERPROOFING

AW103 LEVEL 3 PLAN - WATERPROOFING

AW501 WATERPROOFING DETAILS

FIRE PROTECTION

FX101 FIRE SUPPRESSION PLAN

MECHANICAL

MI001 MECHANICAL NOTES, DETAILS, AND LEGEND

MH401 MECHANICAL PLAN, DETAILS, AND SCHEDULES

PLUMBING

PI001 PLUMBING NOTES, LEGEND, AND DETAILS

PP101 FIRST FLOOR PLUMBING PLAN

PP102 SECOND FLOOR PLUMBING PLAN

PP103 THIRD FLOOR PLUMBING PLAN

PP901 PLUMBING RISERS

ELECTRICAL

EE001 ELECTRICAL NOTES, LEGENDS, AND LIGHT FIXTURE SCHEDULE

EE101 ELECTRICAL SITE DEMO PLAN

EE102 ELECTRICAL SITE PLAN

EE103 HOSPITAL ELECTRICAL PLAN

EE104 LEVEL 1 ELECTRICAL PLAN

EE105 LEVEL 2 ELECTRICAL PLAN

EE106 LEVEL 3 ELECTRICAL PLAN

EE401 ELECTRICAL ENLARGEMENTS

EE402 ELECTRICAL ENLARGEMENTS

EE501 ELECTRICAL DETAILS

EE502 ELECTRICAL DETAILS AND LAN RISERS

EE601 SINGLE-LINE, PANEL SCHEDULES, EQUIPMENT CONDUCTOR SCHEDULE

SHEET LIST

SHEET NUMBER SHEET NAME

GENERAL

GI000 COVER SHEET

GI101 CODE ANALYSIS

GI102 LIFE SAFETY PLAN

GI103 BID ALTERNATES

CIVIL

CC101 GENERAL NOTES

VF101 TOPOGRAPHIC SURVEY

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CS501 SITE DETAILS

CG101 GRADING PLAN

CU101 UTILITY PLAN

CU501 UTILITY DETAILS

CJ101 DEMOLITION PHASE EROSION CONTROL PLAN

CJ102 CONSTRUCTION PHASE EROSION CONTROL PLAN

CJ103 CONSTRUCTION ENTRANCE PLAN

CJ104 MAINTENANCE OF TRAFFIC PLAN

CJ501 EROSION CONTROL DETAILS

CJ502 EROSION CONTROL DETAILS

STRUCTURAL

SI001 ABBREVIATIONS AND SYMBOLS

SI002 LOAD MAPS

SI003 STRUCTURAL GENERAL NOTES

SB101 FOUNDATION PLAN

SB401 ENLARGED FOUNDATION PLANS

SB501 TYPICAL FOUNDATION SECTIONS AND DETAILS

SB502 FOUNDATION SECTIONS AND DETAILS

SB601 FOUNDATION SCHEDULES, SECTIONS AND DETAILS

SF101 SLAB-ON-GRADE PLAN

SF102 LEVEL 2 FRAMING PLAN

SF103 LEVEL 3 FRAMING PLAN

SF201 BUILDING ELEVATIONS

SF202 SHEARWALL ELEVATIONS AND SCHEDULES

SF203 PRECAST ELEVATIONS

SF401 ENLARGED FRAMING PLANS - STAIR #1 AND #2

SF501 TYPICAL FRAMING DETAILS

SF502 FRAMING SECTIONS AND DETAILS

SF901 ISOMETRIC VIEWS

ARCHITECTURAL

AS001 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS

AS101 FIRST FLOOR PLAN

AS102 SECOND FLOOR PLAN

AS103 THIRD FLOOR PLAN

AS251 ROOF PLAN

AS301 BUILDING ELEVATIONS

AS302 BUILDING ELEVATIONS

AS303 ENLARGED BUILDING ELEVATIONS

AS304 ENLARGED BUILDING ELEVATIONS

AS311 BUILDING ELEVATIONS

AS312 ENLARGED CURTAIN WALL ELEVATIONS

AS411 WALL SECTIONS

AS421 STAIR SECTIONS

AS422 STAIR SECTIONS

AS423 DETAILS

AS501 ENLARGED PLANS

AS601 INTERIOR ELEVATIONS

GOVERNING CODES:

ICC, International Building Code, 2015 edition (IBC) NFPA 101, Life Safety Code, 2015 edition (LSC) NFPA 10, Standard for Portable Fire Extinguishers, 2013 edition.

NFPA 13, Standard for the Installation of Sprinkler Systems, 2013 edition.

NFPA 14, Standard for the Installation of Standpipe and Hose System, 2013 edition.

NFPA 24, Standard for the Installation of Private Fire Service Mains and their Appurtenance, 2013 edition.

NFPA 72, National Fire Alarm Code, 2013 edition.

NFPA 70, National Electric Code, 2014 edition.

NFPA 80, Standard for Fire Doors and Other Opening Protectives, 2013 edition.

NFPA 88A, Standard for Parking Structures, 2015 edition.

NFPA 90A, Standard for the Installation of Air-Conditioning and Ventilating

Systems, 2015 edition.

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

NFPA 291, Recommended Practice for Fire Flow Testing and Marking of

Hydrants, 2013 edition.

ASTM E2072-04, Specification for Photoluminescent (Phosphorescent) Safety

Markings, 2004 edition.

International Plumbing Code

ASHRAE 90.1-2012

ASHRAE 62.1 – 2012

ANSI A117.1-2009 Standard on Accessible & Usable Buildings and Facilities 2010 ADA Standards for Accessible Design

ASCE-07-10

ACI 318-14

ACI 530-13

AISC 341-10

AISC 360-10

PCI MNL 120-10, Design Handbook

VA Parking Design Manual & Demand Model, April 2013 VA Barrier Free Design Guide Architectural Electrical

HVAC

Plumbing Site and Landscape Auto Transport Interior Design Structural Sanitary Fire Protection, Sixth Edition Revised September 2011 Facilities Physical Security Design Manual: Life-Safety Protected Sustainablity Guidelines Wayfinding and Signage 05 Parking Structure Signs 09 Interior Signs

VA DESIGN MANUALS:

3. The electrical, security and IT rooms do not have a total area exceedign 3,000 SF therefore shall be separated by partitions built to resist the passage of smoke. NFPA 88A 5.2.4.

4. Fire barriers will extend from the top of the floor below to the underside of the floor or roof deck above. The openings and penetrations in required exit enclosures will be protected with self-closing or automatic-closing opening protectives. Openings in fire resistance rated walls will be protected in accordance with the following:

COMPONENT WALLS AND PARTITIONS FIRE DOOR ASSEMBLIES

(HR) NFPA 101 8.3.4.2 (HR/MIN) NFPA 101 8.3.4.2

Elevator Hoistways 0 (NFPA 101 42.8.3.1.2) 0 Elevator Machine Rooms 2 (NFPA 7.14.7.1) 1.5(90)

Vertical Shafts (including enclosed exit stairways) 0 (NFPA 101 42.8.3.1.2) 0

Fire Barriers 1 .75(45) 2 1.5(90) 3 3(180)

Piping, conduit, and wire penetrations of fire rated construction will be protected by materials or systems of the same hourly rating listed by Underwriters Laboratories (UL), Factory Mutual (FM), or a National Recognized Testing Laboratory (NRTL). Duct, air transfer openings, and other penetrations through floors, shaft enclosures and other fire rated construction will be protected in accordance with the LSC and the IBC.

G. MEANS OF EGRESS

Means of egress shall be in compliance with NFPA 101 and as modified by NFPA 88A. Egress requirements are based upon a non-sprinklered building. Exits must be so located on each story such that the maximum length of exit access travel, measured from the most remote point within a story along the natural and unobstructed path of egress travel to an exterior exit door at the level of exit discharge, an entrance to a vertical exit enclosure, an exit passageway, a horizontal exit, an exterior exit stairway or an exterior exit ramp, may not exceed the distances allowed by the Code.

Egress requirements are outlined below.

1. Maximum travel distance: open parking garage – 300 feet ( NFPA 101 Table 42.8.2.6.1 )

2. Common path of travel: 50 feet ( NFPA 101 Table 42.8.2.5.1 )

3. Dead ends: 50 feet ( NFPA 101 Table 42.8.2.5.2 )

4. Number of exits: At least two exits shall be provided from every floor/tier. In certain conditions ramps may be substituted for an egress stair. ( NFPA 101 Table 42.8.2.4 )

5. Egress Width Factor: NFPA 101 Table 7.3.3.1 requires a minimum egress width of 0.2 in per occupant for doors, ramps, and corridors and a minimum egress width of 0.3 in per occupant for stairs.

6. Occupant Load factor: NFPA 101 Table 7.3.1.2 requires an Occupant load factor of 500 s.f. per person be applied to storage use type facilities other than storage and mercantile occupancies. Parking garages are classified by chapter 42 of the NFPA 101 as storage type occupancies. IBC Table 1004.1.2 requires an occupant load factor of 200 for parking garages

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

8. Stairs Design ( per theNFPA 101 7.2.2):

9. Maximum Riser Height: 7 inches (NFPA 101 Table 7.2.2.2.1.1(a))

Minimum Tread Length: 11 inches (NFPA 101 Table 7.2.2.2.1.1(a)) Minimum Stair Width: 44 inches (NFPA 101 Table 7.2.2.2.1.2(B)) Guard: 42 inches( Required where elevation change exceeds 30 inches. Design shall prevent the passage of a 4 inch Sphere.) (NFPA 101 7.2.2.4.6.2) Handrail: 34-38 inches (NFPA 101 7.2.2.4.5.1) Minimum Clearance: 6 feet 8 inches (Measured vertically from nose of tread.)

Signage: Required at each floor level (NFPA 101 7.2.2.5.4)

10. Ramp Design: per the NFPA 101 7.2.5):

Maximum Slope: 1/12 (NFPA 101 Table 7.2.5.3(a)) Guard: 42 inches(Required where elevation change exceeds 30 inches. Design shall prevent the passage of a 4 inch Sphere.) (NFPA 101 7.2.2.4.6.2) 4 inch curbs required for drop off edge of ramp

Handrail: 34-38 inches (required for ramps with more than a 6 inch rise) (NFPA 101 7.2.2.4.5.1)

11. Areas Of Refuge: Not required in open parking garages (NFPA 101 42.8.2.2.9.2)

H. EMERGENCY ELEVATOR OPERATION

Elevator will have a Smoke detector, located in its respective lobby, on each floor level where the lobby is enclosed. A heat detector is permitted where the lobby is open to the environment. Upon activation of a lobby heat detector or machine room smoke detector, the elevators served by that lobby or machine room will be recalled to the main level of the building, one at a time. In the event that the alarm is on this designated level, the elevators will be recalled one at a time to an alternate level. It is proposed to recall only the elevator or group of elevators served by the affected lobby or elevator machine room.

After returning to the appropriate level, the elevators will stop, the doors will open, and the elevators will be rendered inoperable without the use of the fireman's key or until such time that they are manually reset to the normal operating mode. This mode of operation is provided for fire department use to allow for access to all levels served by the elevators.

I. Automatic Sprinkler System Not required in open parking garages (NFPA 101 42.8.3.5 and NFPA 88A 6.4.4)

J. Standpipes Class I Standpipes are not required in open parking garages not exceeding 50 feet in height PER NFPA 88A 6.5.1

K. PORTABLE FIRE EXTINGUISHERS

1.Portable fire extinguishers will be provided throughout the garages as required by IFC section 906.1 and spaced in accordance with NFPA 10, 2013 edition. 75' Spacing

L. Fire alarm system Not required per NFPA 101 42.8.3.4.1.2. and IBC 907.2

A. OCCUPANCY CLASSIFICATION

1. The parking garage is classified as low-hazard storage facilities, a Group S-2 Occupancy, and as an ordinary hazard by NFPA 101 42.8.15

2. The parking garage is considered an OPEN PARKING STRUCTURE openings shall comply with the following:

a. Open Parking Structure: A parking structure that meets the requirements of NFPA 88A Section 5.5

i. Each parking level shall have wall openings to the atmosphere for an area of not less than 1.4 square feet for each linear foot of the exterior perimeter.

ii. Opening shall be distributed over a minimum of 40% of the building perimeter or uniformly over two opposing sides.

iii. Interior wall lines and columns shall be at least 20% open, with openings distributed to provide ventilation.

3. This parking garage is classified as a Ramp Type Parking Structure: A parking Structure that utilizes sloped ramps for vertical vehicle circulation per NFPA 88A 4.1.3

B. CONSTRUCTION CLASSIFICATION

1. The parking garage is to be constructed in accordance with the provisions of NFPA 88A as defined in NFPA 220.

Construction type for a building exceeding 25 feet in height shall be Type I, Type II(222) or Type II(111). An open parking garage of these construction types may be unlimited in height and area. In addition, per NFPA 88 5.1.4, Type II(000) is permitted to be of unlimited area where both the height does not exceed 75 feet and the horizontal distance from any point on any parking level to an exterior wall opening on a street, an alley, a courtyard or other similar permanent open space does not exceed 200 feet.

2. The Parking Garage has four levels above grade and is classified as an open parking structure. The construction classification is Type II(000) based upon the occupancy and area of the building.

3. Primary structural elements of Type II(000) buildings are not required to be rated. Primary structural elements supporting a roof are not required to be rated, and all floor construction are not required to be rated.

NFPA 220 Table 4.1.1

4. Primary structural members are considered to be bearing walls, columns, and the girders, beams, trusses and spandrels having direct connections to columns and bracing members designed to carry gravity loads. The members of floor or roof panels which have no connection to the columns and do not carry a gravity load are considered secondary members and are not part of the structural frame of a building

CODE ANALYSIS

C. FIRE RESISTANCE RATED SEPARATIONS

The Garages will be designed as nonseparated mixed uses. Incidental uses are not anticipated, so no fire rated separation is required between occupancies. Interior building elements that require fire resistance ratings are listed below:

BUILDING ELEMENT FIRE RESISTANCE RATING CODE REFERENCE

Non-enclosed Exit Stairs (Provided) 0 NFPA 88A, 4.1.5 Enclosed Exit Stairs (NOT PROVIDED) 1,2 NFPA 101 7.1.3.2.1

Ramps 0 NFPA 101 42.8.3.1.2

Other shafts which connect 2 or more stories 2 NFPA 101 42.8.3.1.2

Elevator machine rooms 2 NFPA 101 7.14.7.1

Emergency generator (if provided) 2 NFPA 70

(1) Supporting structural members (located within one structural bay) must have the same fire resistance rating. The fire resistance rating must be carried through all structural members; extending to the foundation. In addition, the shaft construction must maintain the same fire rating as the floor construction (1 Hr rated).

(2) Where nonrated walls or unprotected openings enclose the exterior of the stairway and the walls or openings are exposed by other parts of the building at an angle of less than 180 degrees, the building exterior walls within

3.048 m (10 ft) horizontally of a nonrated wall or unprotected opening must have a fire resistance rating of not less than 1-hour. Openings within such exterior walls must be protected by opening protectives having a fire protection rating of not less than ¾-hour. This construction must extend vertically from the ground to a point 3.048 m (10 ft) above the top most landing of the stairway or to the roof line, whichever is lower.

1. Mechanical equipment rooms incidental to the use of the building are not required to be separated by an occupancy separation. Special hazard rooms such as general storage and furnace/boiler rooms and electrical switchgear rooms shall be separated per NFPA 70 and potentially IBC Table 508.2.

2. Cashier and attendant booths are not required to be separated. NFPA 88A 5.2.4.

D. BUILDING PLACEMENT

The code requires the exterior walls of buildings to be protected from one another based on the fire separation distance between buildings, or to a lot line. Fire separation distance is defined as the distance measured from the face of a building to one of the following three points:

1. The closest interior lot line;

2. To the centerline of a street, an alley or public way, or;

3. To an imaginary line between two buildings on the property.

No fire rated separation is required where the parking structure is separated by 10 feet. NFPA 88A 5.2.2

E. INTERIOR FINISH

Interior wall and ceiling finish to be designed in accordance with the NFPA 101, 42.8.3.3.3.

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

2. Per the IBC Section 406.2.6 all floor surfaces shall be of concrete or other similar non-combustible and non-absorbent materials. Floor Finish shall not be less than Class II.

F. EGRESS LIGHTING AND EXIT SIGNAGE

Emergency egress lighting will be provided throughout the common portions of the means of egress in accordance with The Life Safety Code Code section 42.8.2.8, 42.8.2.9 and 42.8.2.10.

1. These areas include drive lanes, corridors, exit access spaces within areas requiring two (2) or more means of egress, the lobby/entrance areas, exit stairs, and the exit discharge areas (including exterior locations until the public way).

2. Each required exit will be identified with an exit sign, including exit access, and within areas requiring multiple exits. Directional exit signs will also be provided to direct occupants toward the closest exit so that no occupant is more than 100 feet from an exit sign.

3. The egress lighting and exit signs will be provided with a secondary source of power in the event that the primary power source is disrupted. The secondary power source will consist of either internal batteries or a connection to an emergency power system.

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

MEMPHIS, TN

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

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

FACILITY MANAGEMENT

DIVISION MANAGER

614-319

MEMPHIS VAMC

1030 JEFFERSON AVE, MEMPHIS, TN 38104

ARCHITECT/ENGINEERS:

MEP Engineer

APOGEE CONSULTING

GROUP

1151 Kildaire Farm Rd.

Suite 120 Cary, NC 27511

Tele: 919-858-7420

Functional Design

CARL WALKER INC.

3211 Internet Blvd., Suite 220 Frisco, TX 75034

Tele: 469-777-5143

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

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

C :\U se rs

\k ha w ki ns \D oc um en ts

\1 5.

_M em ph is

VA

G ar ag e_ kh aw ki ns .rv t

BID SET

GI101

KHUJ

CODE ANALYSIS

11/14/2016

15.1067CONSTRUCT PARKING GARAGE

ON WEST LOT

STOP

CODE ANALYSIS LEGEND

TOTAL OCCUPANCY

FEC

EXIT

OCCUPANCY LOAD FACTOR

EXITS REQUIRED

SQUARE FOOTAGE

OCCUPANCY TYPE

EGRESS EXIT SIGNAGE

FIRE EXTINGUISHER CABINET

DIAGONAL DISTANCE

EXIT SEPARATION DISTANCE

EGRESS PATH

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

B

1500 SF

100 1

29597 SF

200148 S

288 SF

S

257 SF

S

161 SF

S

161 SF

S

357 SF

S

DIAGONAL DISTANCE =336' 6"

DISTANCE BETWEEN EXITS =299'

ELEV MACH

P37

LOBBY

STAIR #1

STORAGE

SECURITY

IT

ELECT

STAIR #2

105 P36

FEC

FEC

FEC

FEC

FEC FEC

95 SF

S

36659 SF

200183 S

288 SF

S

DIAGONAL DISTANCE =336' 6"

DISTANCE BETWEEN EXITS =299'

P37

LOBBY

STAIR #1

STAIR #2

205 P36

FEC

FEC

FEC

FEC

FEC FEC

36669 SF

200184 S

288 SF

S

DISTANCE BETWEEN EXITS =299'

DIAGONAL DISTANCE =336' 6"

P37

LOBBY

STAIR #1

P36

FEC FEC

FECFEC

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

MEMPHIS, TN

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

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

FACILITY MANAGEMENT

DIVISION MANAGER

614-319

MEMPHIS VAMC

1030 JEFFERSON AVE, MEMPHIS, TN 38104

ARCHITECT/ENGINEERS:

MEP Engineer

APOGEE CONSULTING

GROUP

1151 Kildaire Farm Rd.

Suite 120 Cary, NC 27511

Tele: 919-858-7420

Functional Design

CARL WALKER INC.

3211 Internet Blvd., Suite 220 Frisco, TX 75034

Tele: 469-777-5143

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

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

C :\U se rs

\k ha w ki ns \D oc um en ts

\1 5.

_M em ph is

VA

G ar ag e_ kh aw ki ns .rv t

BID SET

GI102

KHUJ

LIFE SAFETY PLAN

11/14/2016

15.1067CONSTRUCT PARKING GARAGE

ON WEST LOT

SCALE: 1" = 20'-0"GI102

1 FIRST FLOOR LIFE SAFETY PLAN

SCALE: 1" = 20'-0"GI102

2 SECOND FLOOR LIFE SAFETY PLAN

SCALE: 1" = 20'-0"GI102

3 THIRD FLOOR LIFE SAFETY PLAN

LIFE SAFETY OCCUPANCY COUNT

AREA SF OCC OCC FACTOR # OF OCC

LEVEL 1

PARKING 29597 SF S 200 148

LOBBY 288 SF S 200 2

ELECT 257 SF S 200 2

IT 161 SF S 200 1

SECURITY 161 SF S 200 1

STORAGE 357 SF S 200 2

MACHINE 95 SF S 200 1

30914 SF 157

LEVEL 2

PARKING 36659 SF S 200 183

LOBBY 288 SF S 200 2

36947 SF 185

LEVEL 3

PARKING 36669 SF S 200 184

LOBBY 288 SF S 200 2

36957 SF 186

104818 SF 528TOTAL

BID ALTERNATES

REMOVE ELEVATOR P37

SECOND ELEVATOR CAB, MACHINE, EQUIPMENT, KEEP THE SHAFT AND ALL

CORRESPONDING ELEMENTS. INFILL OPENINGS WITH PRECAST PUNCH PANEL.

AREA DEDUCT #1

DEDUCT LEVEL 3 PRECAST CONCRETE STRUCTURE AND ASSOCIATED ITEMS FROM

COLUMN LINE 1-3A/B TO LEVEL 3 COLUMN LINE 1-7-B/C. REDUCE WEST STAIR TOWER 1

LEVEL. THIS AREA DEDUCT INCLUDES PRECAST SPANDRELS, DOUBLE TEES, REDUCED

LIGHTING AND ELECTRICAL, REDUCED PARKING STRIPING, AND ALL OTHER ASSOCIATED

ITEMS SHOWN AS BASE BID IN THIS LOCATION.

AREA DEDUCT #2

DEDUCT LEVEL 3 PRECAST CONCRETE STRUCTURE AND ASSOCIATED ITEMS FROM

COLUMN LINE 7-9B/C TO LEVEL 2 RAMP COLUMN LINE 3-9A/B. REDUCE EAST STAIR TOWER

AND ELEVATOR TOWER 1 LEVEL. THIS AREA DEDUCT INCLUDES PRECAST SPANDRELS,

DOUBLE TEES, REDUCED LIGHTING AND ELECTRICAL, REDUCED PARKING STRIPING, AND

ALL OTHER ASSOCIATED ITEMS SHOWN AS BASE BID IN THIS LOCATION.

AREA DEDUCT #3

DEDUCT LEVEL 2 PRECAST CONCRETE STRUCTURE AND ASSOCIATED ITEMS FROM

COLUMN LINE 1-3A/B TO LEVEL 2 COLUMN LINE 1-7B/C. REDUCE WEST STAIR TOWER 1

LEVEL. THIS AREA DEDUCT INCLUDES PRECAST SPANDRELS, DOUBLE TEES, REDUCED

LIGHTING AND ELECTRICAL, REDUCED PARKING STRIPING AND ALL OTHER ASSOCIATED

ITEMS SHOWN AS BASE BID IN THIS LOCATION.

ALT DESCRIPTION (REFER TO SHEET GI103 FOR MORE INFORMATION)

1.

2.

3.

4.

LE

VE

L1 4' - 7 3/4"

3'

- 4

4'

- 0

INTERMEDIATE

HALL STATION

REMOVE SECOND ELEVATOR CAB,

MACHINE, EQUIPMENT, SHAFT AND

ALL STRUCTURAL CONCRETE OR

ARCHITECTURAL ELEMENTS SHALL

BE INCLUDED IN THE WORK. INFILL

OPENINGS WITH PRECAST PUNCH

PANEL. INFILL PANEL FINISH TO

MATCH ADJACENT. TYP ALL FLOORS

1 2 3 4 5 6 7 8 9

A

B

C

AREA DEDUCT 1 NEW END SPANDREL

REDUCE LEVEL 3 PARKING DECK FOOTPRINT

AS INDICATED BY GRAY FILL. GARAGE IN

THIS AREA IS REDUCED ONE TOTAL FLOOR

IN HEIGHT. END SPANDREL LOCATED

NEAR GRID 3-A/B IS RELOCATED ALONG

GRID 7-B/C. THIS INCLUDES REDUCING

NORTHWEST STAIR TOWER BY ONE

STORY IN HEIGHT.

1 2 3 4 5 6 7 8 9

A

B

C

AREA DEDUCT 1

AREA DEDUCT 2

"AREA DEDUCT 1" AND:

REDUCE LEVEL 3 PARKING DECK AND PORTION OF

LEVEL 2 PARKING DECK FOOTPRINT AS

INDICATED BY GRAY FILL. GARAGE IN THIS AREA

IS REDUCED ONE TOTAL FLOOR IN HEIGHT. END

SPANDREL AT GRID 7-B/C IS RELOCATED ALONG

GRID 3-A/B. THIS INCLUDES REDUCING NORTHEAST

TOWER BY ONE STORY IN HEIGHT. REDUCE

ELEVATOR SHAFT AND ELEVATOR CAB TRAVEL

DISTANCE BY ONE STORY IN HEIGHT. MODIFY

GLASS CURTAIN WALL ENTRY TO BE REDUCED ONE

STORY IN HEIGHT. RELOCATE TOP FLOOR CANOPY

ON PARKING DECK SIDE TO LEVEL 2.

NEW END SPANDREL ON LEVEL 2

( FOR REFERENCE )

1 2 3 4 5 6 7 8 9

A

B

C

AREA DEDUCT 3

AREA DEDUCT 2

"AREA DEDUCT 1", "AREA DEDUCT 2" AND:

REDUCE LEVEL 2 PARKING DECK

FOOTPRINT AS INDICATED BY GRAY FILL.

GARAGE IN THIS AREA IS REDUCED ONE

TOTAL FLOOR IN HEIGHT. END SPANDREL

LOCATED NEAR GRID 3-A/B IS RELOCATED

ALONG GRID 7-B/C. THIS INCLUDES

REDUCING NORTHWEST STAIR TOWER

BY ONE STORY IN HEIGHT.

NEW END SPANDREL

( FOR REFERENCE )

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

MEMPHIS, TN

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

B

A

C

D

E

F

1 2 3 4 5 6 7 9

F

E

D

C

B

A

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

FACILITY MANAGEMENT

DIVISION MANAGER

614-319

MEMPHIS VAMC

1030 JEFFERSON AVE, MEMPHIS, TN 38104

ARCHITECT/ENGINEERS:

MEP Engineer

APOGEE CONSULTING

GROUP

1151 Kildaire Farm Rd.

Suite 120 Cary, NC 27511

Tele: 919-858-7420

Functional Design

CARL WALKER INC.

3211 Internet Blvd., Suite 220 Frisco, TX 75034

Tele: 469-777-5143

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

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

PROJECT LEAD

Architect, Structural Engineer, Civil Engineer

C :\U se rs

\k ha w ki ns \D oc um en ts

\1 5.

_M em ph is

VA

G ar ag e_ kh aw ki ns .rv t

BID SET

GI103

AuthorChecker

BID ALTERNATES

11/14/2016

15.1067CONSTRUCT PARKING GARAGE

ON WEST LOT

SCALE: 1/2" = 1'-0"GI103

1 BID DEDUCT - #1

SCALE: 1" = 20'-0"GI103

2 BID DEDUCT - 02- "AREA DEDUCT 1"

SCALE: 1" = 20'-0"GI103

3 BID DEDUCT - 03- "AREA DEDUCT 2"SCALE: 1" = 20'-0"GI103

4 BID DEDUCT - 04- "AREA DEDUCT 3"