36C24619R0025-010.pdf

DIRECTOR

CHIEF, ENGINEERING SERVICES SAFETY OFFICER

CHIEF, POLICE SERVICE

ELT REPRESENTATIVE

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER/ARCHITECT:

Durham VAMC

Bldg 33 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

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

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

Structural

AMERICAN

STRUCTUREPOINT

7260 Shadeland Station Indianapolis, IN 46256

Tele: 317-547-5580

MEP Engineer

APOGEE CONSULTING

GROUP

1151 Kildaire Farm Road, Suite 120, Cary, NC 27511

Tele: 919-858-7420

Civil Engineer

GUIDON DESIGN

INC.

905 N. Capitol Ave.

Suite 100 Indianapolis, IN 46204

Tele: 317-800-6388

Functional Design

CARL WALKER INC.

14045 Ballantyne Corp.

Place, Suite 380 Charlotte, NC 28277

Tele: 704-716-8000

MICHAEL JAKUBIAK

PROJECT ENGINEER

919-286-0411

Department of Veterans Affairs

BID SET

GI001

AROSTW

TITLE PAGE

10/05/2017

13.1058

EXPAND PARKING GARAGE

BUILDING# 33Durham VAMC Dept. of

Veterans Affairs 508 Fulton Street Durham, NC 27705 558-318

Durham VA MEDICAL CENTER Durham, NC

EXPAND PARKING GARAGE BLDG 33

VICINITY MAP

LOCATION MAP

DURHAM VAMC

PARKING GARAGE

BUILDING 33

SHEET LIST

SHEET

NUMBER SHEET NAME

AP102 EXISTING LEVEL 2 EXIST STRIPING PLAN

AP103 EXISTING LEVEL 3 EXIST STRIPING PLAN

AP111 EXISTING LEVEL 1 FUNCTIONAL PLAN

AP112 EXISTING LEVEL 2 FUNCTIONAL PLAN

AP113 EXISTING LEVEL 3 FUNCTIONAL PLAN

AP114 LEVEL 4 FUNCTIONAL PLAN

AP115 LEVEL 5 FUNCTIONAL PLAN

AP116 LEVEL 6 FUNCTIONAL PLAN

AP401 ENLARGED PLANS - ENTRANCES

AP501 STRIPING DETAILS & NOTES

AP601 SIGNAGE SCHEDULE, DETAILS, & NOTES

AW113 EXISTING LEVEL 3 WATERPROOFING PLAN

AW114 LEVEL 4 WATERPROOFING PLAN

AW115 LEVEL 5 WATERPROOFING PLAN

AW116 LEVEL 6 WATERPROOFING PLAN

AW551 WATERPROOFING DETAILS

PI001 PLUMBING NOTES AND LEGENDS

PP106 LEVEL 4 PLUMBING PLAN

PP107 LEVEL 5 PLUMBING PLAN

PP108 LEVEL 6 PLUMBING PLAN

PP401 PLUMBING ENLARGED PLANS

PP901 PLUMBING RISERS

MI001 MECHANICAL NOTES AND LEGEND

MH401 MECHANICAL PLANS

EI001 ELECTRICAL NOTES, LEGENDS AND

SCHEDULE

ED105 EXISTING LEVEL 3 DEMOLITION PLAN

ED106 EXISTING LEVEL 4 AND LEVEL 5

DEMOLITION PLANS

EE103 EXISTING LEVEL 1 ELECTRICAL PLAN

EE104 EXISTING LEVEL 2 ELECTRICAL PLAN

EE105 EXISTING LEVEL 3 ELECTRICAL PLAN

EE106 LEVEL 4 ELECTRICAL PLAN

EE107 LEVEL 5 ELECTRICAL PLAN

EE108 LEVEL 6 ELECTRICAL PLAN

EE401 ELECTRICAL ENLARGEMENTS

EE402 ELECTRICAL ENLARGEMENTS

EE501 ELECTRICAL DETAILS

EE601 SINGLE-LINE AND PANEL SCHEDULES

SHEET LIST

SHEET

NUMBER SHEET NAME

GI001 TITLE PAGE

GI002 GENERAL NOTES & CODE ANALYSIS

GI101 EXISTING LEVEL LL LIFE SAFETY PLANS

GI102 EXISTING LEVEL 1 LIFE SAFETY PLAN

GI103 EXISTING LEVEL 2 LIFE SAFETY PLAN

GI104 EXISTING LEVEL 3 LIFE SAFETY PLAN

GI105 LEVEL 4 LIFE SAFETY PLAN

GI106 LEVEL 5 LIFE SAFETY PLAN

GI107 LEVEL 6 LIFE SAFETY PLAN

GC101 SITE GENERAL INFORMATION

VF101 TOPOGRAPHIC SURVEY

CG101 EROSION CONTROL AND CONSTRUCTION

STAGING PLAN

CG501 EROSION CONTROL DETAILS

CS101 SITE PLAN

CS102 MAINTENANCE OF TRAFFIC PLAN

CS501 SITE DETAILS

SI001 ABBREVIATIONS AND SYMBOLS

SI002 STRUCTURAL GENERAL NOTES

SI003 SPECIAL INSP. NOTES AND TABLES

SI004 LOAD MAPS

SB101 FOUNDATION PLAN/ EXISTING LEVEL LL2

SF101 EXISTING LEVEL LL1 SLAB ON GRADE PLAN

SF102 EXISTING LEVEL 1 FRAMING PLAN

SF103 EXISTING LEVEL 2 FRAMING PLAN

SF104 EXISTING LEVEL 3 FRAMING PLAN

SF105 LEVEL 4 FRAMING PLAN

SF106 LEVEL 5 FRAMING PLAN

SF107 LEVEL 6 FRAMING PLAN

SF201 SHEARWALL ELEVATIONS AND SCHEDULES

SF301 BUILDING SECTIONS AND ELEVATIONS

SF302 BUILDING SECTIONS AND ELEVATIONS

SF303 BUILDING SECTIONS AND ELEVATIONS

SF401 ENLARGED PLANS

SF501 FRAMING SECTIONS AND DETAILS

SF502 FRAMING SECTIONS AND DETAILS

SF503 FRAMING SECTIONS AND DETAILS

SF504 FRAMING SECTIONS AND DETAILS

SF901 AXONOMETRICS

AS002 ABBREVIATIONS & SYMBOLS

AD100 DEMOLITION PLANS

AS101 LOWER LEVEL PLANS

AS102 EXISTING LEVEL 1 PLAN

AS103 EXISTING LEVEL 2 PLAN

AS104 EXISTING LEVEL 3 PLAN

AS105 LEVEL 4 PLAN

AS106 LEVEL 5 PLAN

AS107 LEVEL 6 PLAN

AS251 MACHINE ROOM & ROOF PLANS

AS301 BUILDING ELEVATIONS

AS302 BUILDING ELEVATIONS

AS311 ENLARGED WINDOW ELEVATIONS

AS411 WALL SECTIONS

AS412 WALL SECTIONS

AS502 ENLARGED PLANS

AI601 INTERIOR ELEVATIONS

AS611 DETAILS

AS811 SCHEDULES

AS901 BID ALTERNATES

AP100 EXISTING LEVEL LL1 EXIST STRIPING PLAN

AP101 EXISTING LEVEL 1 EXIST STRIPING PLAN

ERWIN STREET

F U

LT

O

N S

T R

E E

T 08/05/2015

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

Exit stair enclosures Open (1,2) NFPA 88A, 4.1.5

Exit stair enclosures Open (1,2) NFPA 88A, 4.1.5

Ramps Open (1,2) NFPA 101 42.8.3.1.1

Mechanical Exhaust and Supply duct systems where the duct system is 0 IBC 708.2 located within the garage and serves Excep. 15 only the garage

Other shafts which connect 2 or more stories 2 (1) NFPA 101 42.8.3.1.1

Elevator machine rooms 2 IBC 3006.4

Emergency generator (if provided) 2

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.

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 topmost landing of the stairway or to the roof line, whichever is lower.

1. Maximum travel distance: open parking garage – 300 feet

2. Common path of travel: 50 feet

3. Dead ends: 50 feet

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.

5. Egress Width Factor: LSC 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: LSC 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 LSC as storage type occupancies.

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 the LSC 7.2.2):

Maximum Riser Height: 7 inches Minimum Tread Length: 11 inches Minimum Stair Width: 36 inches

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

Handrail: 30-38 inches Minimum Clearance: 6 feet 8 inches (Measured vertically from nose of tread.)

Signage: Required at each floor level per LSC 7.2.2.5.4

9. Ramp Design: per the LSC 7.2.5):

Maximum Slope: 1/12 Guard: 42 inches(Required where elevation change exceeds 30 inches. Design shall prevent the passage of a 4 inch Sphere.)

4 inch curbs required for drop off edge of ramp Handrail: 30-38 inches (required for ramps with more than a 6 inch rise.

H. EMERGENCY ELEVATOR OPERATION

Planned and Future elevator will have a smoke/heat detector, located in its respective lobby, on each floor level. Upon activation of a lobby 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.

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, 2010 edition.

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) IBC 709 (MIN) IBC 715

Elevator Hoistways, Elevator Machine Rooms 1 60

2 90 Vertical Shafts (including enclosed exit stairways) 1 60

2 90 Fire Barriers 1 45

2 90 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 IBC.

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.

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

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.

G. MEANS OF EGRESS

Means of egress shall be in compliance with LSC 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.

A. OCCUPANCY CLASSIFICATION

1. The parking garage is classified as low-hazard storage facilities, a Group S-2 Occupancy.

2. Definitions:

1. Enclosed Parking Structure: Any parking structure that is not an open parking structure.

2. Open Parking Structure: A parking structure that meets the requirements of NFPA 88A Section 4.7.1.

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. Ramp Type Parking Structure: A parking Structure that utilizes sloped ramps for vertical vehicle circulation.

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(2) or Type II(1) . An open parking garage of these construction types may be unlimited in height and area.

2. The Parking Garage has five levels above grade and is classified as an open parking structure. The construction classification is Type IB based upon the occupancy and area of the building.

3. Primary structural elements of Type II (2)buildings will be 2-hour rated, primary structural elements supporting a roof only will be 1-hour rated, and all floor construction will have a fire resistance rating of 2-hours. Primary structural elements of Type II(1) buildings will be 1-hour rated. Primary structural elements supporting a roof only will be 1-hour rated, and all floor construction will have a fire resistance rating of 1-hours.

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

GENERAL REQUIREMENTS

1. ATTENTION ALL USERS OF THESE DRAWINGS,

GENERAL CONTRACTORS, SUB CONTRACTORS,

MANUFACTURERS, SUPPLIERS: CAREFULLY AND

THOROUGHLY REVIEW THESE GENERAL NOTES. IT

IS YOUR RESPONSIBILITY TO KNOW AND ADHERE

TO THESE REQUIREMENTS.

2. DO NOT PRESUME THAT YOUR SCOPE OF WORK

IS SINGULARLY DEFINED. YOUR SCOPE OF WORK IS

DEFINED THROUGHOUT THE ENTIRE SET OF

DRAWINGS AND SPECIFICATIONS AND IS NOT

CONTAINED IN JUST ONE SERIES OF DRAWINGS OR

DIVISION OF SPECIFICATIONS. YOU MUST REVIEW

THE ENTIRE SET OF CONTRACT DOCUMENTS TO

DETERMINE YOUR SCOPE OF WORK.

3. EVERY EFFORT HAS BEEN MADE TO MAKE

THESE DOCUMENTS CONCISE AND COORDINATED,

TO DEFINE WORK IN THE MOST LOGICAL PLACE AND

TO ELIMINATE REDUNDANCY. KEEP IN MIND

HOWEVER THAT YOUR SCOPE OF WORK CAN BE

CONTAINED IN VARIOUS PLACES, WITH VARYING

DESCRIPTIONS. DO NOT CONSIDER THAT THERE IS

ONE CUSTOMARY PLACE TO LOCATE YOUR WORK.

THERE IS A DANGER OF OMITTING WORK FROM

YOUR SCOPE BECAUSE THE ENTIRE SET OF

DOCUMENTS WAS NOT REVIEWED.

4. MECHANICAL AND ELECTRICAL DRAWINGS

SHOW INFORMATION IN A DIAGRAMMATIC FASHION

WITHOUT DIMENSIONING. THE GENERAL

CONTRACTOR IS TO COORDINATE THE LOCATIONS

OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT

WITH RESPECT TO THE ARCHITECTURAL AND

STRUCTURAL DETAILING OF SHAFTS, CHASES, AND

SUCH.

5. THE CONTRACTOR SHALL VISIT THE SITE AND

BECOME FAMILIAR WITH SITE CONDITIONS AS THEY

MAY AFFECT CARRYING OUT THE WORK AS

DESCRIBED IN THESE CONTRACT DOCUMENTS.

THE CONTRACTOR SHALL INVESTIGATE, VERIFY,

AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE

PROJECT, AND NOTIFY THE ARCHITECT OF ANY

CONDITIONS THAT REQUIRE MODIFICATION BEFORE

PROCEEDING WITH THE WORK.

GENERAL NOTES:

6. THE CONTRACTOR SHALL PROVIDE ALL

MATERIALS, EQUIPMENT, LABOR, AND

SERVICES NECESSARY TO COMPLETE THE

WORK.

7. ALL PERSONS DIRECTLY OR INDIRECTLY

ASSOCIATED WITH THE PROJECT SHALL BE

FAMILIAR WITH THE RULES AND

REGULATIONS OF THE OCCUPATIONAL

SAFETY AND HEALTH ACT, AND IMPLEMENT

THOSE RULES AS THEY APPLY TO THIS

PROJECT.

8. ALL WORK PERFORMED SHALL BE IN

ACCORDANCE WITH THE BUILDING CODES

AS NOTED ON CODE SHEETS.

9. CONTRACTOR SHALL SUBMIT

CONFORMATION OF ORDERED MATERIALS

OR ITEMS NECESSARY TO COMPLETE THE

PROJECT WITH PROJECTED DELIVERY DATE

GREATER THAN FOUR WEEKS.

10. ALL SUBCONTRACTORS SHALL SUBMIT

SHOP DRAWINGS AS REQUIRED FOR

APPROVAL PRIOR TO COMMENCING ANY

WORK.

11. THE GENERAL CONTRACTOR SHALL BE

RESPONSIBLE FOR THE COORDINATION OF

ALL TRADES AND THE PREVENTION OF

CONFLICT BETWEEN ALL TRADES.

12. THE GENERAL CONTRACTOR SHALL BE

RESPONSIBLE FOR LOCATING AND

PROTECTING ALL UTILITY LINES. LOCATIONS

SHOWN ARE APPROXIMATE. REPAIR ALL

DAMAGE TO UTILITY LINES CAUSED BY

CONSTRUCTION OPERATIONS AT NO COST

TO THE OWNER.

CONSTRUCTION NOTES

1. PROVIDE SEALANT AT ALL JOINTS OR

CRACKS WHICH OCCUR WHERE DISSIMILAR

MATERIALS INTERSECT PERPENDICULAR TO

EACH OTHER, AND THE INTERSECTION IS

EXPOSED TO VIEW, UNLESS INDICATED

OTHERWISE ON THE DRAWINGS.

2. PAINT ALL EXPOSED STEEL UNLESS NOTED

OTHERWISE.

3. WHERE DOORS IN PARTITIONS ARE NOT

DIMENSIONALLY LOCATED ON THE PLANS

PROVIDE A MINIMUM HINGE SIDE JAMB

DIMENSION OF 6" FROM DOOR OPENING TO

ADJACENT PERPENDICULAR WALL.

4. PROVIDE HOISTWAY BEAM AND

REINFORCING AT TOP OF ELEVATOR SHAFT AS

REQUIRED.

DRAWINGS AND DIMENSIONS

6. THE DRAWINGS AND SPECIFICATIONS, INCLUDING

DRAWINGS PREPARED BY SPECIFIC ENGINEERING

DISCIPLINES (SUCH AS CIVIL, STRUCTURAL,

MECHANICAL, ELECTRICAL, ETC.) ARE

COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION

IN THE DRAWINGS SHALL BE CONSIDERED TO BE

REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION.

IN THE EVENT OF AN INCONSISTENCY BETWEEN THE

DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER

DOCUMENT, THE CONTRACTOR SHALL SEEK

CLARIFICATION OR INTERPRETATION FROM THE

ARCHITECT PRIOR TO BIDDING. WHERE

INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO

BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT

CANNOT BE REASONABLY INFERRED, THE CONTRACTOR

SHALL PROVIDE THE BETTER QUALITY OR GREATER

QUANTITY OF WORK.

7. USE OF THE WORD "VERIFY" POINTS OUT A

SITUATION WHICH MUST BE CONFIRMED PRIOR TO

PROCEEDING WITH THE WORK, FABRICATION OF

EQUIPMENT, OR ORDERING MATERIAL. NOTIFY THE

ARCHITECT OF ANY DISCREPANCY

8. THE GENERAL CONTRACTOR SHALL BE

RESPONSIBLE FOR NOTIFYING THE ARCHITECT

IMMEDIATELY SHOULD ANY DISCREPANCIES BE FOUND

IN THE DRAWINGS AND SPECIFICATIONS.

9. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR

CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS

THEY RELATE TO THIS PROJECT. SHOULD

DISCREPANCIES EXIST BETWEEN THE WORK INDICATED

AND ACTUAL FIELD CONDITIONS NOTIFY THE ARCHITECT

PRIOR TO PROCEEDING WITH THE WORK.

10. DO NOT SCALE THE DRAWINGS. DRAWING SCALES

AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT

INTENDED TO ACCURATELY DEPICT ACTUAL OR

DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL

GOVERN.

11. ALL DIMENSIONS INDICATED ARE TO FACES OF

CMU/STUD/STRUCTURAL MATERIALS OR COLUMN GRID

LINES UNLESS NOTED OTHERWISE. MASONRY

DIMENSIONS ARE MODULAR IN THAT THEY INCLUDE THE

GROUT JOINT. ROUGH OPENINGS ALLOW FOR SHIM

SPACE.

12. THE TERM "ALIGN" REFERS TO LOCATING DIFFERENT

COMPONENTS OF CONSTRUCTION TO PROVIDE A FLUSH

FINISH SURFACE.

1. EXISTING CONDITIONS ARE DETAILED FOR EASE OF

CONSTRUCTION AND BASED OFF EXISTING DRAWINGS.

CONTRACTOR TO FULLY INVESTIGATE EXISTING

CONDITIONS PRIOR TO ANY WORK.

2. THESE DOCUMENTS WERE PRODUCED USING THE

CONSTRUCTION SPECIFICATIONS INSTITUTE'S UNIFORM

DRAWING SYSTEM AND THE NATIONAL CAD STANDARD AS

GUIDES.

3. ANY INDICATION OF PROJECT LIMITS OR LINES OF

DEMARCATION ARE SHOWN FOR THE CONVENIENCE OF

THE CONTRACTOR, AND ARE NOT TO BE TAKEN LITERALLY.

ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY

THE CONTRACTOR AND APPROVED BY THE OWNER

BEFORE ACTUAL CONSTRUCTION WORK BEGINS.

4. DRAWINGS ARE PREPARED USING DIMENSIONS AND

PRODUCT CONFIGURATIONS OR DETAILS OF SPECIFIC

MANUFACTURERS. DIMENSIONS AND DETAILS FOR

SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE

ACTUALLY INCORPORATED INTO THE WORK, AND

PRODUCTS BY OTHER MANUFACTURERS MAY ALSO BE

ACCEPTABLE. THEREFORE, ACTUAL INSTALLATION

DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE

SHOWN. CONTRACTOR SHALL VERIFY INSTALLATION

REQUIREMENTS FOR ALL PRODUCTS TO BE

INCORPORATED IN THE WORK (INCLUDING PARTITION

THICKNESSES FOR RECESSED OR SEMI-RECESSED

PRODUCTS), AND IS RESPONSIBLE FOR ACCOMMODATING

AND COORDINATING CHANGES TO OTHER MATERIALS OR

PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE

DIFFERENCES.

5. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED

INTO DISCIPLINES FOR THE CONVENIENCE. THE

SEPARATIONS USED HEREIN ARE USED ONLY FOR THE

PURPOSES OF CONVENIENCE AND REFERENCE AND IN NO

WAY DO THEY DEFINE OR LIMIT THE SCOPE OR INTENT OF

ANY PART OF THE DRAWINGS, OR OF THE DRAWINGS AND

SPECIFICATIONS AS A WHOLE. THE FACT THAT THE

DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT

THE WORK IS NOT TO BE CONSTRUCTED AS A COMPLETE,

INTEGRATED AND UNIFIED WHOLE.

MANUFACTURER'S TRADE NAMES AND NUMBERS USED HEREIN ARE ONLY TO IDENTIFY CHARACTER, COLORS, FINISHES, TEXTURES AND PATTERNS AS THE BASIS OF DESIGN. PRODUCTS OF AUTHORIZED EQUAL

MANUFACTURER'S EQUIVALENT TO QUALITY, COLORS, FINISHES, TEXTURES AND PATTERNS OF

MANUFACTURERS LISTED THAT MEET THE REQUIREMENTS OF TECHNICAL SPECIFICATIONS IN EVERY RESPECT MAY BE ACCEPTABLE WITH SUBMITTAL OF A COMPLETED SUBSTITUTION REQUEST CONTAINING ALL PRODUCT DATA, TESTING AND ACTUAL SAMPLES AND UPON APPROVAL IN WRITING BY CONTRACTING OFFICER.

C

ALL LETTERING TO BE

PAINTED BLACK

WITH EXCEPTION OF

PROJECT TITLE

WHICH IS TO BE BLUE

PAINT BORDER

MEMBER BLACK

ENAMEL

2"x4" [51x102mm]

FRAME AND BRACES

IN SAME PLANE

METAL FACE

WHITE ENAMEL

2"x4" [51x102mm]

FRAME AND BRACE

IN BACK

BORDER MEMBER

PAINTED BLACKBACKGROUND TO

BE PAINTED WHITE

METAL FACE

STRETCH METAL FACE

TIGHT, TURN OVER FRAME

AND SECURE WITH FLAT

HEAD DEFORMED NAILS.

LETTERING TO BE

HELVETICA STYLE 1 1/2"

[38mm] HIGH TO BE

CENTERED HORIZONTAL

ANY SEAM IN METAL TO

BE FLAT SEAM - SEAMS TO BE

HORIZONTAL AND OCCUR

BETWEEN LINES OF LETTERING.

NOTE:

4"x4" [102x102mm]

POSTS PAINTED

WHITE

SECTION ON CENTERLINEELEVATION

A/E TO PROVIDE

DIGITAL LOGO AND

ADDRESS

THIS SPACE FOR PROJECT TITLE

LETTERING TO BE HELVETICA STYPE 5"

HIGH CENTERED BETWEEN LETTERING

ABOVE AND BELOW ONE OR TWO LINES

AS REQUIRED

DESIGNED AND SUPERVISED BY:

DEPARTMENT OF VETERANS

AFFAIRS WASHINGTON D.C.

GENERAL CONTRACTOR

CENTER TO BE WHITE

SURROUNDING

BORDER TO BLUE

L

Veterans Affairs Department of

GC TO PROVIDE

DIGITAL LOGO AND

ADDRESS

8'-0"

6"

2"

5"

" M

AX

1' -0

6'- 0"

9" M

AX

3'- 0"

A

VE

RA

GE

4'- 0"

M

IN

BLUE

BLUE

OUTLINE

WITH WHITE

INTERIOR

JOINT

BRACING

RED

WHITE

BLUE

BRACING SEE

CONSTRUCTION

SIGN DETAIL

4"x4" POST

IF SIGN IS INSTALLED

ON GRADE

FIN. GRADE

WOOD STRIPS

ELEVATION

CONTRACTOR'S NAME

THE LIFE YOU SAVE MAY BE YOUR OWN

WITHOUT A LOST TIME ACCIDENT

0 DAYSHAS WORKED

THIS PROJECT

ON SAFETY

inZERO

Department of Veterans Affairs

4'-0"

3'- 0"

VA

RI

ES

3'

-0

0 0

1- 3/

4"

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER/ARCHITECT:

Durham VAMC

Bldg 33 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

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

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

Structural

AMERICAN

STRUCTUREPOINT

7260 Shadeland Station Indianapolis, IN 46256

Tele: 317-547-5580

MEP Engineer

APOGEE

CONSULTING GROUP

7330 Chapel Hill Road, Suite 202 Raleigh, NC 27607

Tele: 919-858-7420

Civil Engineer

GUIDON DESIGN

INC.

905 N. Capitol Ave.

Suite 100 Indianapolis, IN 46204

Tele: 317-800-6388

Functional Design

CARL WALKER INC.

14045 Ballantyne Corp.

Place, Suite 380 Charlotte, NC 28277

Tele: 704-716-8000

MICHAEL JAKUBIAK

PROJECT ENGINEER

919-286-0411

Department of Veterans Affairs

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BID SET

GI002AROSTW

GENERAL NOTES

& CODE

ANALYSIS

12/31/2014

13.1058EXPAND PARKING GARAGE

BUILDING# 33Durham VAMC Dept. of

Veterans Affairs 508 Fulton Street Durham, NC 27705 558-318

SCALE: 1" = 1'-0"2 CONSTRUCTION SIGN

SCALE: 1 1/2" = 1'-0"1 SAFETY SIGN

A B C D E F G H

SP

9234S 50019 2

216B 5000 1

644B 5000 2

131S 5000 1

UP

EGRESS DISTANCE = 194' 4"

FEC

FEC

27'-8 1/2" 36'-0" 36'-0" 44'-0" 36'-0" 36'-0" 27'-8 1/2" 243'-5"

'-1

0 1 /2"

'-0

'-1 0 1

/2"

4'-

9"

EXIT

EX

IT

NE STAIR

ELEC

RAMP TO LEVEL ABOVE EGRESS DISTANCE = 196' 7"

LIFE SAFETY LEGEND

TOTAL OCCUPANCY

EXITS REQUIRED

EGRESS PATH

DIAGONAL DISTANCE

EXIT SEPERATION DISTANCE

Occ.

15100 1150 SF

OCCUPANCY LOAD FACTOR

SQUARE FOOTAGE

OCCUPANCY TYPE

STAND PIPESP

TYPE A-B-C 10# FIRE EXTINGUISHER

IN CABINET

EXISTING SIAMESE CONNECTION TO

DRY STANDPIPE SYSTEM

FEC

FD

SP

FEC

EXISTING STAND PIPE TO REMAIN IN

PLACE

EXISTING FIRE EXTINGUISHER IN

CABINET TO REMAIN IN PLACE

2-HR FIRE RATED WALL ASSEMBLY

G H

4 EX

IT

FE

C

ISOMETRIC KEYPLAN

EXISTING LEVEL LL1

EL 375'-0"

EXISTING LEVEL 1

EL 386'-0"

EXISTING LEVEL 02

EL 399'-0"

EXISTING LEVEL 3

EL 410'-0"

NEW LEVEL 4

EL 421'-0"

NEW LEVEL 5

EL 432'-0"

NEW LEVEL 6

EL 443'-0"

EXISTING LEVEL LL2

EL 368'-0"

NEW LEVEL 7

EL 462'-6"

GI101 3/32" = 1'-0"

1 EXISTING LEVEL LL1 LIFE SAFETY PLAN

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER/ARCHITECT:

Durham VAMC

Bldg 33 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

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

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

Structural

AMERICAN

STRUCTUREPOINT

7260 Shadeland Station Indianapolis, IN 46256

Tele: 317-547-5580

MEP Engineer

APOGEE

CONSULTING GROUP

7330 Chapel Hill Road, Suite 202 Raleigh, NC 27607

Tele: 919-858-7420

Civil Engineer

GUIDON DESIGN

INC.

905 N. Capitol Ave.

Suite 100 Indianapolis, IN 46204

Tele: 317-800-6388

Functional Design

CARL WALKER INC.

14045 Ballantyne Corp.

Place, Suite 380 Charlotte, NC 28277

Tele: 704-716-8000

MICHAEL JAKUBIAK

PROJECT ENGINEER

919-286-0411

Department of Veterans Affairs

\\d c1

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-G ar ag e- C

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BID SET

GI101AROSTW

EXISTING LEVEL

LL LIFE SAFETY

PLANS

12/31/2014

13.1058EXPAND PARKING GARAGE

BUILDING# 33Durham VAMC Dept. of

Veterans Affairs 508 Fulton Street Durham, NC 27705 558-318

GI101 3/32" = 1'-0"

2 EXISTING LEVEL LL2 LIFE SAFETY PLAN

N

SP

SP

SP

SP

SP

SP

SP

216S 5000 2

43811S 50088 2

97S 5000 2

DOWN UP

DIAGONAL DISTANCE = 301' 7" EXIT SEPERATIO

N DISTANCE = 289' 8"

EGRESS DISTANCE = 204' 7"

EGRESS DISTANCE = 196' 7"

FE

C

FE

C

FE

C

FE

C FEC

FEC

FEC

27'-8 1/2" 36'-0" 36'-0" 44'-0" 36'-0" 36'-0" 27'-8 1/2" 243'-5"

'-1

0 1 /2"

'-0

'-1 0 1

/2"

4'-

9"

EXIT

EXIT

NE STAIR

SW STAIR

BACKFLOW

LIFE SAFETY LEGEND

TOTAL OCCUPANCY

EXITS REQUIRED

EGRESS PATH

DIAGONAL DISTANCE

EXIT SEPERATION DISTANCE

Occ.

15100 1150 SF

OCCUPANCY LOAD FACTOR

SQUARE FOOTAGE

OCCUPANCY TYPE

STAND PIPESP

TYPE A-B-C 10# FIRE EXTINGUISHER

IN CABINET

EXISTING SIAMESE CONNECTION TO

DRY STANDPIPE SYSTEM

FEC

FD

SP

FEC

EXISTING STAND PIPE TO REMAIN IN

PLACE

EXISTING FIRE EXTINGUISHER IN

CABINET TO REMAIN IN PLACE

2-HR FIRE RATED WALL ASSEMBLY

ISOMETRIC KEYPLAN

EXISTING LEVEL LL1

EL 375'-0"

EXISTING LEVEL 1

EL 386'-0"

EXISTING LEVEL 02

EL 399'-0"

EXISTING LEVEL 3

EL 410'-0"

NEW LEVEL 4

EL 421'-0"

NEW LEVEL 5

EL 432'-0"

NEW LEVEL 6

EL 443'-0"

EXISTING LEVEL LL2

EL 368'-0"

NEW LEVEL 7

EL 462'-6"

GI102 3/32" = 1'-0"

1 EXISTING LEVEL 1 LIFE SAFETY PLAN

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER/ARCHITECT:

Durham VAMC

Bldg 33 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

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

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

Structural

AMERICAN

STRUCTUREPOINT

7260 Shadeland Station Indianapolis, IN 46256

Tele: 317-547-5580

MEP Engineer

APOGEE

CONSULTING GROUP

7330 Chapel Hill Road, Suite 202 Raleigh, NC 27607

Tele: 919-858-7420

Civil Engineer

GUIDON DESIGN

INC.

905 N. Capitol Ave.

Suite 100 Indianapolis, IN 46204

Tele: 317-800-6388

Functional Design

CARL WALKER INC.

14045 Ballantyne Corp.

Place, Suite 380 Charlotte, NC 28277

Tele: 704-716-8000

MICHAEL JAKUBIAK

PROJECT ENGINEER

919-286-0411

Department of Veterans Affairs

\\d c1

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3.

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VA

-G ar ag e- C

D

_a og rz ew al la

.rv t

BID SET

GI102AROSTW

EXISTING LEVEL 1

LIFE SAFETY PLAN

12/31/2014

13.1058EXPAND PARKING GARAGE

BUILDING# 33Durham VAMC Dept. of

Veterans Affairs 508 Fulton Street Durham, NC 27705 558-318

SP

SP

SP

SP

SP

SP

SP

157S 5000 2

43808B 50088 2

223S 5000 2

DOWN UP

DIAGONAL DISTANCE = 301' 7" EXIT SEPERATIO

N DISTANCE = 289' 8"

EGRESS DISTANCE = 204' 7"

EGRESS DISTANCE = 196' 7"

FE

C

FECFEC

FE

C FEC

FEC

FD

27'-8 1/2" 36'-0" 36'-0" 44'-0" 36'-0" 36'-0" 27'-8 1/2" 243'-5"

'-1

0 1 /2"

'-0

'-1 0 1

/2"

4'-

9"

EXIT

EXIT

NE STAIR

SW STAIR

LIFE SAFETY LEGEND

TOTAL OCCUPANCY

EXITS REQUIRED

EGRESS PATH

DIAGONAL DISTANCE

EXIT SEPERATION DISTANCE

Occ.

15100 1150 SF

OCCUPANCY LOAD FACTOR

SQUARE FOOTAGE

OCCUPANCY TYPE

STAND PIPESP

TYPE A-B-C 10# FIRE EXTINGUISHER

IN CABINET

EXISTING SIAMESE CONNECTION TO

DRY STANDPIPE SYSTEM

FEC

FD

SP

FEC

EXISTING STAND PIPE TO REMAIN IN

PLACE

EXISTING FIRE EXTINGUISHER IN

CABINET TO REMAIN IN PLACE

2-HR FIRE RATED WALL ASSEMBLY

ISOMETRIC KEYPLAN

EXISTING LEVEL LL1

EL 375'-0"

EXISTING LEVEL 1

EL 386'-0"

EXISTING LEVEL 02

EL 399'-0"

EXISTING LEVEL 3

EL 410'-0"

NEW LEVEL 4

EL 421'-0"

NEW LEVEL 5

EL 432'-0"

NEW LEVEL 6

EL 443'-0"

EXISTING LEVEL LL2

EL 368'-0"

NEW LEVEL 7

EL 462'-6"

GI103 3/32" = 1'-0"

1 EXISTING LEVEL 2 LIFE SAFETY PLAN

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER/ARCHITECT:

Durham VAMC

Bldg 33 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

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

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

Structural

AMERICAN

STRUCTUREPOINT

7260 Shadeland Station Indianapolis, IN 46256

Tele: 317-547-5580

MEP Engineer

APOGEE

CONSULTING GROUP

7330 Chapel Hill Road, Suite 202 Raleigh, NC 27607

Tele: 919-858-7420

Civil Engineer

GUIDON DESIGN

INC.

905 N. Capitol Ave.

Suite 100 Indianapolis, IN 46204

Tele: 317-800-6388

Functional Design

CARL WALKER INC.

14045 Ballantyne Corp.

Place, Suite 380 Charlotte, NC 28277

Tele: 704-716-8000

MICHAEL JAKUBIAK

PROJECT ENGINEER

919-286-0411

Department of Veterans Affairs

\\d c1

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3.

-A

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VA

-G ar ag e- C

D

_a og rz ew al la

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BID SET

GI103AROSTW

EXISTING LEVEL 2

LIFE SAFETY PLAN

12/31/2014

13.1058EXPAND PARKING GARAGE

BUILDING# 33Durham VAMC Dept. of

Veterans Affairs 508 Fulton Street

SP

SP

SP

SP

SP

SP

SP

154S 5000 2

43811B 50088 2

223S 5000 2

DOWN UP

DIAGONAL DISTANCE = 301' 7"

EXIT

S

EPERATIO

N D

IS

TANCE =

89' 8

EGRESS DISTANCE = 204' 7"

EGRESS DISTANCE = 196' 7"

F E

C

FEC

F E

C

FEC

FEC

F E

C

27'-8 1/2" 36'-0" 36'-0" 44'-0" 36'-0" 36'-0" 27'-8 1/2"

243'-5"

'-1

1/

2"

'-0

'-1

1/

2"

4'

-9

EXIT

EXIT

NE STAIR

SW STAIR

EXSTG

CANOPY

LIFE SAFETY LEGEND

TOTAL OCCUPANCY

EXITS REQUIRED

EGRESS PATH

DIAGONAL DISTANCE

EXIT SEPERATION DISTANCE

Occ.

15100 1150 SF

OCCUPANCY LOAD FACTOR

SQUARE FOOTAGE

OCCUPANCY TYPE

STAND PIPESP

TYPE A-B-C 10# FIRE EXTINGUISHER

IN CABINET

EXISTING SIAMESE CONNECTION TO

DRY STANDPIPE SYSTEM

FEC

FD

SP

FEC

EXISTING STAND PIPE TO REMAIN IN

PLACE

EXISTING FIRE EXTINGUISHER IN

CABINET TO REMAIN IN PLACE

2-HR FIRE RATED WALL ASSEMBLY

ISOMETRIC KEYPLAN

EXISTING LEVEL LL1

EL 375'-0"

EXISTING LEVEL 1

EL 386'-0"

EXISTING LEVEL 02

EL 399'-0"

EXISTING LEVEL 3

EL 410'-0"

NEW LEVEL 4

EL 421'-0"

NEW LEVEL 5

EL 432'-0"

NEW LEVEL 6

EL 443'-0"

EXISTING LEVEL LL2

EL 368'-0"

NEW LEVEL 7

EL 462'-6"

GI104

3/32" = 1'-0"

1 EXISTING LEVEL 3 LIFE SAFETY PLAN

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER/ARCHITECT:

Durham VAMC

Bldg 33 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

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

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

Structural

AMERICAN

STRUCTUREPOINT

7260 Shadeland Station Indianapolis, IN 46256

Tele: 317-547-5580

MEP Engineer

APOGEE CONSULTING

GROUP

1151 Kildaire Farm Road, Suite 120, Cary, NC 27511

Tele: 919-858-7420

Civil Engineer

GUIDON DESIGN

INC.

905 N. Capitol Ave.

Suite 100 Indianapolis, IN 46204

Tele: 317-800-6388

Functional Design

CARL WALKER INC.

14045 Ballantyne Corp.

Place, Suite 380 Charlotte, NC 28277

Tele: 704-716-8000

MICHAEL JAKUBIAK

PROJECT ENGINEER

919-286-0411

Department of Veterans Affairs

BID SET

GI104

AROSTW

EXISTING LEVEL 3

LIFE SAFETY PLAN

10/05/2017

13.1058

EXPAND PARKING GARAGE

BUILDING# 33Durham VAMC Dept. of

Veterans Affairs 508 Fulton Street

SP

SP

SP

SP

SP

154S 5000 2

43811S 50088 2

207S 5000 2

DOWN UP

DIAGONAL DISTANCE = 301' 7" EXIT SEPERATIO

N DISTANCE = 289' 8"

EGRESS DISTANCE = 204' 7"

EGRESS DISTANCE = 196' 7"

FE

C

FEC

FE

C FEC

FEC

FE

C

27'-8 1/2" 36'-0" 36'-0" 44'-0" 36'-0" 36'-0" 27'-8 1/2" 243'-5"

'-1

0 1 /2"

'-0

'-1 0 1

/2"

4'-

9"

EXIT

EXIT

NE STAIR

SW STAIR

LIFE SAFETY LEGEND

TOTAL OCCUPANCY

EXITS REQUIRED

EGRESS PATH

DIAGONAL DISTANCE

EXIT SEPERATION DISTANCE

Occ.

15100 1150 SF

OCCUPANCY LOAD FACTOR

SQUARE FOOTAGE

OCCUPANCY TYPE

STAND PIPESP

TYPE A-B-C 10# FIRE EXTINGUISHER

IN CABINET

EXISTING SIAMESE CONNECTION TO

DRY STANDPIPE SYSTEM

FEC

FD

SP

FEC

EXISTING STAND PIPE TO REMAIN IN

PLACE

EXISTING FIRE EXTINGUISHER IN

CABINET TO REMAIN IN PLACE

2-HR FIRE RATED WALL ASSEMBLY

ISOMETRIC KEYPLAN

EXISTING LEVEL LL1

EL 375'-0"

EXISTING LEVEL 1

EL 386'-0"

EXISTING LEVEL 02

EL 399'-0"

EXISTING LEVEL 3

EL 410'-0"

NEW LEVEL 4

EL 421'-0"

NEW LEVEL 5

EL 432'-0"

NEW LEVEL 6

EL 443'-0"

EXISTING LEVEL LL2

EL 368'-0"

NEW LEVEL 7

EL 462'-6"

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER/ARCHITECT:

Durham VAMC

Bldg 33 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

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

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

Structural

AMERICAN

STRUCTUREPOINT

7260 Shadeland Station Indianapolis, IN 46256

Tele: 317-547-5580

MEP Engineer

APOGEE

CONSULTING GROUP

7330 Chapel Hill Road, Suite 202 Raleigh, NC 27607

Tele: 919-858-7420

Civil Engineer

GUIDON DESIGN

INC.

905 N. Capitol Ave.

Suite 100 Indianapolis, IN 46204

Tele: 317-800-6388

Functional Design

CARL WALKER INC.

14045 Ballantyne Corp.

Place, Suite 380 Charlotte, NC 28277

Tele: 704-716-8000

MICHAEL JAKUBIAK

PROJECT ENGINEER

919-286-0411

Department of Veterans Affairs

\\d c1

\u se rs \a gr ze w al la \1

3.

-A

-2

0_ D

VA

-G ar ag e- C

D

_a og rz ew al la

.rv t

BID SET

GI105AROSTW

LEVEL 4 LIFE

SAFETY PLAN

12/31/2014

13.1058EXPAND PARKING GARAGE

BUILDING# 33Durham VAMC Dept. of

Veterans Affairs 508 Fulton Street Durham, NC 27705 558-318

GI105 3/32" = 1'-0"

1 LEVEL 4 LIFE SAFETY PLAN

SP

SP

SP

SP

SP

160S 5000 2

43811S 50088 2

210S 2000 2

DOWN UP

DIAGONAL DISTANCE = 301' 7" EXIT SEPERATIO

N DISTANCE = 289' 8"

EGRESS DISTANCE = 204' 7"

EGRESS DISTANCE = 196' 7"

FE

C

FEC

FE

C FEC

FEC

FE

C

27'-8 1/2" 36'-0" 36'-0" 44'-0" 36'-0" 36'-0" 27'-8 1/2" 243'-5"

'-1

0 1 /2"

'-0

'-1 0 1

/2"

4'-

9"

EXIT

EXIT

NE STAIR

SW STAIR

LIFE SAFETY LEGEND

TOTAL OCCUPANCY

EXITS REQUIRED

EGRESS PATH

DIAGONAL DISTANCE

EXIT SEPERATION DISTANCE

Occ.

15100 1150 SF

OCCUPANCY LOAD FACTOR

SQUARE FOOTAGE

OCCUPANCY TYPE

STAND PIPESP

TYPE A-B-C 10# FIRE EXTINGUISHER

IN CABINET

EXISTING SIAMESE CONNECTION TO

DRY STANDPIPE SYSTEM

FEC

FD

SP

FEC

EXISTING STAND PIPE TO REMAIN IN

PLACE

EXISTING FIRE EXTINGUISHER IN

CABINET TO REMAIN IN PLACE

2-HR FIRE RATED WALL ASSEMBLY

ISOMETRIC KEYPLAN

EXISTING LEVEL LL1

EL 375'-0"

EXISTING LEVEL 1

EL 386'-0"

EXISTING LEVEL 02

EL 399'-0"

EXISTING LEVEL 3

EL 410'-0"

NEW LEVEL 4

EL 421'-0"

NEW LEVEL 5

EL 432'-0"

NEW LEVEL 6

EL 443'-0"

EXISTING LEVEL LL2

EL 368'-0"

NEW LEVEL 7

EL 462'-6"

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER/ARCHITECT:

Durham VAMC

Bldg 33 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

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

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

Structural

AMERICAN

STRUCTUREPOINT

7260 Shadeland Station Indianapolis, IN 46256

Tele: 317-547-5580

MEP Engineer

APOGEE

CONSULTING GROUP

7330 Chapel Hill Road, Suite 202 Raleigh, NC 27607

Tele: 919-858-7420

Civil Engineer

GUIDON DESIGN

INC.

905 N. Capitol Ave.

Suite 100 Indianapolis, IN 46204

Tele: 317-800-6388

Functional Design

CARL WALKER INC.

14045 Ballantyne Corp.

Place, Suite 380 Charlotte, NC 28277

Tele: 704-716-8000

MICHAEL JAKUBIAK

PROJECT ENGINEER

919-286-0411

Department of Veterans Affairs

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BID SET

GI106AROSTW

LEVEL 5 LIFE

SAFETY PLAN

12/31/2014

13.1058EXPAND PARKING GARAGE

BUILDING# 33Durham VAMC Dept. of

Veterans Affairs 508 Fulton Street Durham, NC 27705 558-318

GI106 3/32" = 1'-0"

1 LEVEL 5 LIFE SAFETY PLAN

SP

SP

SP

SP

SP

203S 5000 2

160S 5000 2

43742B 50088 2

DOWN

DIAGONAL DISTANCE = 301' 7" EXIT SEPERATIO

N DISTANCE = 289' 8"

EGRESS DISTANCE = 159' 7"

EGRESS DISTANCE = 196' 7"

FE

C

FEC

FE

C FEC

FEC FE

C

27'-8 1/2" 36'-0" 36'-0" 44'-0" 36'-0" 36'-0" 27'-8 1/2" 243'-5"

'-1

0 1 /2"

'-0

'-1 0 1

/2"

4'-

9"

EXIT

EXIT

NE STAIR

SW STAIR

LIFE SAFETY LEGEND

TOTAL OCCUPANCY

EXITS REQUIRED

EGRESS PATH

DIAGONAL DISTANCE

EXIT SEPERATION DISTANCE

Occ.

15100 1150 SF

OCCUPANCY LOAD FACTOR

SQUARE FOOTAGE

OCCUPANCY TYPE

STAND PIPESP

TYPE A-B-C 10# FIRE EXTINGUISHER

IN CABINET

EXISTING SIAMESE CONNECTION TO

DRY STANDPIPE SYSTEM

FEC

FD

SP

FEC

EXISTING STAND PIPE TO REMAIN IN

PLACE

EXISTING FIRE EXTINGUISHER IN

CABINET TO REMAIN IN PLACE

2-HR FIRE RATED WALL ASSEMBLY

G H

FE

C

(N O

BO

X)

EX

IT

NE STAIR

ELEVATOR EQUIP

ELEVATOR HOIST

67S 5000 1

ISOMETRIC KEYPLAN

EXISTING LEVEL LL1

EL 375'-0"

EXISTING LEVEL 1

EL 386'-0"

EXISTING LEVEL 02

EL 399'-0"

EXISTING LEVEL 3

EL 410'-0"

NEW LEVEL 4

EL 421'-0"

NEW LEVEL 5

EL 432'-0"

NEW LEVEL 6

EL 443'-0"

EXISTING LEVEL LL2

EL 368'-0"

NEW LEVEL 7

EL 462'-6"

Drawing Title

Approved for Design Concept:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

PROJECT LEADER/ARCHITECT:

Durham VAMC

Bldg 33 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

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

317.800.6388 WWW.GUIDONDESIGN.COM

SUSTAINABLE ARCHITECTURE + ENGINEERING

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

Structural

AMERICAN

STRUCTUREPOINT

7260 Shadeland Station Indianapolis, IN 46256

Tele: 317-547-5580

MEP Engineer

APOGEE

CONSULTING GROUP

7330 Chapel Hill Road, Suite 202 Raleigh, NC 27607

Tele: 919-858-7420

Civil Engineer

GUIDON DESIGN

INC.

905 N. Capitol Ave.

Suite 100 Indianapolis, IN 46204

Tele: 317-800-6388

Functional Design

CARL WALKER INC.

14045 Ballantyne Corp.

Place, Suite 380 Charlotte, NC 28277

Tele: 704-716-8000

MICHAEL JAKUBIAK

PROJECT ENGINEER

919-286-0411

Department of Veterans Affairs

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BID SET

GI107AROSTW

LEVEL 6 LIFE

SAFETY PLAN

12/31/2014

13.1058EXPAND PARKING GARAGE

BUILDING# 33Durham VAMC Dept. of

Veterans Affairs 508 Fulton Street Durham, NC 27705 558-318

GI107 3/32" = 1'-0"

1 LEVEL 6 LIFE SAFETY PLAN

GI107 1/4" = 1'-0"

2 MACHINE ROOM LIFE SAFETY PLAN