36E77619R0084-005.pdf

GOVERNING CODES:

ICC, International Building Code, 2018 edition (IBC) NFPA 101, Life Safety Code, 18th edition, 2018 (LSC) NFPA 10, Standard for Portable Fire Extinguishers, 18th edition, 2017 NFPA 14, Standard for the Installation of Standpipe and Hose System, 2016 edition NFPA 24, Standard for the Installation of Private Fire Service Mains and their Appurtenance, 2016 edition NFPA 72, National Fire Alarm Code, 2016 edition NFPA 70, National Electric Code, 17th edition, 2017 NFPA 80, Standard for Fire Doors and Other Opening Protectives, 16th edition, 2015 NFPA 88A, Standard for Parking Structures, 2015 edition NFPA 90A, Standard for the Installation of Air-Conditioning and Ventilating

Systems, 2018 edition NFPA 220, Standard Types of Building Construction, 2018 edition NFPA 291, Recommended Practice for Fire Flow Testing and Marking of

Hydrants, 2016 edition ASTM E2072-04, Specification for Photoluminescent (Phosphorescent) Safety

Markings, 2014 edition

International Plumbing Code 2015 edition ASHRAE 90.1 IP -2016 edition

ASHRAE 62.1 – 2016

ICC A117.1 Standard on Accessible & Usable Buildings and Facilities 2017 2010 ADA Standards for Accessible Design

ASCE-07-10

ACI 318-14

ACI 530-13

AISC 341-10

AISC 360 2016 edition PCI MNL 120, Design Handbook 7th edition, 2012

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, Seventh Edition December 2015 Facilities Physical Security Design Manual: Life-Safety Protected Sustainability Guidelines

VA DESIGN MANUALS:

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.

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

2. Common path of travel:50 feet (LSC 42.8.2.5.1)

3. Dead ends: 50 feet (LSC 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. (LSC 42.8.2.4)

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 reflecting the “maximum probable number of occupants present at any time” be applied to storage use areas in storage occupancies. Parking garages are classified by chapter 42 of the LSC 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 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.

10. Areas Of Refuge: Not required in open parking garages (LSC 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. In the event that the alarm is on this designated level, the elevators will be recalled to an alternate level.

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 (LSC 42.8.3.5) (NFPA 88A 6.4.4)

J. STANDPIPES

Class I Standpipes are not required in open parking garages not exceeding 50 feet in height. This building exceeds 50 feet in height.

Standpipes will be provided PER NFPA 88A 6.5.1 and NFPA 14

A Class 1 standpipe system will be provided as required by NFPA 88A Standpipe systems will be installed throughout the garage because the building will exceed 50 feet in height. The intent of providing standpipes is to assist the fire department with interior operations in the event of an emergency. Standpipes will be located within each stair at the intermediate landings between floors, at the highest floor landing of the stair with access to grade. Additionally, supplemental standpipe outlets will be provided where travel distance from the exit stairways exceeds the reach of 200 feet at locations approved by the local fire department.

The water supply for the fire department outlets is expected to be designed as a manual dry standpipe system.

1. The piping system will be designed in accordance with the requirements of NFPA 14.

2. All standpipe hose outlets will be 2-1/2-in with a 1-1/2-in reducer, cap and chain. Threads and valves will be compatible with the local fire department requirements. As permitted by the Code, hose and nozzle equipment will not be installed.

3. The fire department connection will be per local fire department requirements.

Maximum spacing between hydrants shall not exceed 300 ft. Locate hydrants such that every portion of the exterior of every building shall be within 300 ft of a hydrant, with consideration given to accessibility and obstructions. Nominal distance between a fire hydrant and the building fire department connection shall be 50 ft..

K. PORTABLE FIRE EXTINGUISHERS

Portable fire extinguishers will be provided throughout the garages as required by IFC section 906.1 and spaced in accordance with NFPA 10, 2016 edition.

L. FIRE ALARM SYSTEM

Not required in open parking garages (IBC 907.2, LSC 42.8.3.4.1.2) (NFPA 88A 6.3.3)

A. OCCUPANCY CLASSIFICATION

The parking garage is classified by IBC as low-hazard storage facilities, a Group S-2 Occupancy, and as an ordinary hazard by NFPA 101 (42.8.1.5).

The parking garage is considered an open, ramp type parking structure openings shall comply with the following:

1. 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.

2. This parking garage is classified as a Ramp Type Parking Structure: A parking Structure that utilizes sloped ramps for vertical vehicle circulation.

B. CONSTRUCTION CLASSIFICATION

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.

The Parking Garage has four levels and is classified as an open parking structure. The construction classification is Type IIA, which is a permitted type, based upon the occupancy and area of the building.

Primary structural elements of. Primary structural elements of Type II(111) 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.

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 garage 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 (a,b) NFPA 88A, 4.1.5

Ramps Open (a,b) NFPA 101, 42.8.3.1.1

Elevator Hoistways Unprotected NFPA 88A, 5.4.8

NFPA 101, 42.8.3.1.2

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

Other shafts which connect 2 or more stories 2 (a) NFPA 101, 42.8.3.11

Elevator machine rooms 2 IBC 3006.4

NFPA 101, 7.15.7.1

Emergency genorator (if provided) 2 NFPA 70

a. 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.

b. 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.

Mechanical equipment and general storage rooms incidental to the use of the building are not required to be separated by an occupancy separation.

Special hazard rooms such as furnace/boiler rooms and electrical switchgear rooms shall be separated per NFPA 70 and potentially IBC Table 508.4.

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

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

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) IBC 709 (MIN) IBC 715

Elvivator Hoistways, Elevator Machine Rooms 2 90

Vertcal Shafts (including exit stairways required to be enclosed) 2 90

1 45 Bire Barriers 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

For parking garages, building separation and requirements for rated exterior walls and openings shall comply with the requirements of NFPA 88A. This 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.

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.

Per the IBC Section 406.2.5 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 section 42.8.2.8, 42.8.2.9 and 42.8.2.10 These areas include drive lanes, corridors, and 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).

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.

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.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST, SUITE 200

INDIANAPOLIS, IN 46202

C te m p

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GI002

CODE ANALYSIS

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 649-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

05/10/2019 KS BW

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

Sheet 2 of 94Revisions: Date:

UP

UP

DIAGONAL DISTANCE = 332'-10"

EXIT SEPARATION = 293'-9"

EXIT

1 2 3 4 5 6 7 8 9

A

B

C

EXIT

300 SF

S

150 SF

S

145 SF

S

296 SF

S

36718 SF

200184

S

240 SF

S

PATH B

PATH A

92 PEOPLE

92 PEOPLE

89 SF

S

DOOR CAPACITY:

360 PERSONS

1 2 3 4 5 6 7 8 9

A

B

C

DIAGONAL DISTANCE = 332'-10"

EXIT SEPARATION = 293'-9"

37778 SF

200189

S

232 SF

S

95 PEOPLE

94 PEOPLE

PATH D

PATH C

1 2 3 4 5 6 7 8 9

A

B

C

DIAGONAL DISTANCE = 332'-10"

EXIT SEPARATION = 293'-9"

37751 SF

200189

S

236 SF

S

EXIT

EXIT

95 PEOPLE

94 PEOPLE

PATH E

PATH F

LIFE SAFETY PLAN LEGEND

TOTAL OCCUPANCY

FE

EXIT

OCCUPANCY LOAD FACTOR

EXITS REQUIRED

SQUARE FOOTAGE

OCCUPANCY TYPE

EGRESS EXIT SIGNAGE

FIRE EXTINGUISHER CABINET

DIAGONAL DISTANCE

EXIT SEPARATION DISTANCE

SMOKE PARTITION

B

1500 SF

2 HR. - FIRE SEPARATION

EXIT DISTANCE

ISOMETRIC KEYPLAN

LEVEL 2

+11'-4"

LEVEL 1

0'-0"

LEVEL 3

+22'-8"

LEVEL 4

+34'-0"

LEVEL 5

+45'-4"

ALL STAIRS 4'-0" WIDE

48"/0.3" = 160 CAPACITY

ALL DOORS 36" U.N.O

36" DOOR / 0.2" PER

PERSON = 180 PERSONS

LIFE SAFETY CALCULATIONS

1 2 3 4 5 6 7 8 9

A

B

C

LOBBY

94 PEOPLE

93 PEOPLE

DIAGONAL DISTANCE = 332'-10"

EXIT SEPARATION = 293'-9"

PATH H

PATH G

37390 SF

200187

S

EXIT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST, SUITE 200

INDIANAPOLIS, IN 46202

C te m p

\1

V A

O m a h a b ra d .w ill ia m s J Y

V F

.r v t

/9

/2

:4

:3

P M

GI003

LIFE SAFETY PLANS

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 649-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

05/10/2019 KS BW

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

Sheet 3 of 94

SCALE: 3/64" = 1'-0"GI003

1 LEVEL 1 LIFE SAFETY PLAN

SCALE: 3/64" = 1'-0"GI003

2 LEVEL 2 LIFE SAFETY PLAN

SCALE: 3/64" = 1'-0"GI003

3 LEVEL 3 LIFE SAFETY PLAN

LIFE SAFETY OCCUPANCY

AREA SF OCC OCC FACTOR # OF OCC

LEVEL 1

ELECTRICAL 296 SF S 200 2

STORAGE 300 SF S 200 2

OIT 150 SF S 200 1

SECURITY 145 SF S 200 1

PARKING 36718 SF S 200 184

LOBBY 240 SF S 200 2

ELEV. CTRL 89 SF S 200 1

37938 SF 193

LEVEL 2

PARKING 37778 SF S 200 189

LOBBY 232 SF S 200 2

38011 SF 191

LEVEL 3

PARKING 37751 SF S 200 189

LOBBY 236 SF S 200 2

37988 SF 191

LEVEL 4

PARKING 37390 SF S 200 187

37390 SF 187

LEVEL 5 / ROOF

PARKING 18519 SF S 200 93

18519 SF 93

169845 SF 855

EXIT

FIRST FLOOR EXIT DISTANCES

Type Comments Path of Egress

01 Start PATH A 25' - 0"

02 Middle PATH A 117' - 0"

02 Middle PATH A 28' - 10"

03 End PATH A 46' - 10"

PATH A 217' - 8"

01 Start PATH B 27' - 3"

02 Middle PATH B 151' - 8"

03 End PATH B 33' - 11"

PATH B 212' - 10"

LEVEL 2 EXIT DISTANCES

Type Comments Path of Egress

01 Start PATH C 25' - 0"

02 Middle PATH C 128' - 8"

02 Middle PATH C 28' - 0"

02 Middle PATH C 30' - 10"

02 Middle PATH C 13' - 0"

02 Middle PATH C 3' - 0"

PATH C 228' - 6"

01 Start PATH D 25' - 0"

02 Middle PATH D 148' - 0"

03 End PATH D 26' - 4"

PATH D 199' - 4"

LEVEL 3 EXIT DISTANCES

Type Comments Path of Egress

01 Start PATH E 25' - 0"

02 Middle PATH E 13' - 0"

02 Middle PATH E 38' - 2"

02 Middle PATH E 29' - 0"

02 Middle PATH E 124' - 0"

03 End PATH E 3' - 6"

PATH E 232' - 9"

01 Start PATH F 25' - 0"

02 Middle PATH F 151' - 6"

03 End PATH F 25' - 5"

PATH F 201' - 11"

N N

N

SCALE: 3/64" = 1'-0"GI003

5 LEVEL 4 LIFE SAFETY PLAN

N

LEVEL 4 EXIT DISTANCES

Type Comments Path of Egress

01 Start PATH G 23' - 6"

02 Middle PATH G 125' - 0"

02 Middle PATH G 29' - 7"

02 Middle PATH G 40' - 10"

02 Middle PATH G 13' - 1"

PATH G 231' - 11"

01 Start PATH H 25' - 0"

02 Middle PATH H 141' - 0"

03 End PATH H 24' - 6"

PATH H 190' - 6"

GROSS BUILDING AREA

FLOOR SF

LEVEL 1 37938 SF

LEVEL 2 38011 SF

LEVEL 3 37988 SF

LEVEL 4 37390 SF

LEVEL 5 / ROOF 18519 SF

TOTAL GSF 169845 SF

Revisions: Date:

1 2 3 4 5 6 7 8 9

A

B

C

PATH K

18519 SF

20093

S

DIAGONAL DISTANCE = 332'-10"

EXIT SEPARATION = 308''-7"

EXIT

LIFE SAFETY PLAN LEGEND

TOTAL OCCUPANCY

FE

EXIT

OCCUPANCY LOAD FACTOR

EXITS REQUIRED

SQUARE FOOTAGE

OCCUPANCY TYPE

EGRESS EXIT SIGNAGE

FIRE EXTINGUISHER CABINET

DIAGONAL DISTANCE

EXIT SEPARATION DISTANCE

SMOKE PARTITION

B

1500 SF

2 HR. - FIRE SEPARATION

EXIT DISTANCE

ISOMETRIC KEYPLAN

LEVEL 2

+11'-4"

LEVEL 1

0'-0"

LEVEL 3

+22'-8"

LEVEL 4

+34'-0"

LEVEL 5

+45'-4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST, SUITE 200

INDIANAPOLIS, IN 46202

C te m p

\1

V A

O m a h a b ra d .w ill ia m s J Y

V F

.r v t

/9

/2

:4

:3

P M

GI004

LIFE SAFETY PLANS

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 649-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

05/10/2019 KS BW

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

Sheet 4 of 94

N

SCALE: 3/64" = 1'-0"GI004

1 LEVEL 5 LIFE SAFETY PLAN

LEVEL 5 EXIT DISTANCES

Type Comments Path of Egress

01 Start PATH K 14' - 2"

02 Middle PATH K 113' - 3"

03 End PATH K 11' - 0"

PATH K 138' - 5"

LIFE SAFETY OCCUPANCY

AREA SF OCC OCC FACTOR # OF OCC

LEVEL 1

ELECTRICAL 296 SF S 200 2

STORAGE 300 SF S 200 2

OIT 150 SF S 200 1

SECURITY 145 SF S 200 1

PARKING 36718 SF S 200 184

LOBBY 240 SF S 200 2

ELEV. CTRL 89 SF S 200 1

37938 SF 193

LEVEL 2

PARKING 37778 SF S 200 189

LOBBY 232 SF S 200 2

38011 SF 191

LEVEL 3

PARKING 37751 SF S 200 189

LOBBY 236 SF S 200 2

37988 SF 191

LEVEL 4

PARKING 37390 SF S 200 187

37390 SF 187

LEVEL 5 / ROOF

PARKING 18519 SF S 200 93

18519 SF 93

169845 SF 855

GROSS BUILDING AREA

FLOOR SF

LEVEL 1 37938 SF

LEVEL 2 38011 SF

LEVEL 3 37988 SF

LEVEL 4 37390 SF

LEVEL 5 / ROOF 18519 SF

TOTAL GSF 169845 SF

B

C

ALTERNATE D

N

1 2 3 4 5 6 7 8 9

A

B

C

ALTERNATE D

ALTERNATE E

1 2 3 4 5 6 7 8 9

A

B

C

ALTERNATE D

ALTERNATE F

ALTERNATE E

BID ALTERNATE DEDUCTS

ALT

A.

B.

C.

D.

E.

F.

DESCRIPTION

DEDUCT SECURITY CAMERAS

DEDUCT FALL DETERRANT AT SECOND LEVEL

DEDUCT ELEVATOR #2

DEDUCT DECK AREA 2 FROM NORTH GRID 7 TO SOUTH OF

GRID 7. REDUCE STAIR TOWER 2 ONE LEVEL.

DEDUCT DECK AREA 3 FROM GRID 7 TO GRID 3

G.

DEDUCT DECK AREA 4 SOUTH GRID 3 TO NORTH GRID 3.

REDUCE STAIR TOWER 1 ONE LEVEL.

H. DEDUCT DECK AREA 5 FROM GRID 3 TO GRID 7

DEDUCT DECK AREA 1 FROM TOP TO GRID 7

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST, SUITE 200

INDIANAPOLIS, IN 46202

C te m p

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V A

O m a h a b ra d .w ill ia m s J Y

V F

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GI005

DEDUCT ALTERNATES

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 649-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

05/10/2019 KS BW

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

Sheet 5 of 94

SCALE: 1" = 20'-0"GI005

1 LEVEL 5 PLAN ALTERNATE 1

SCALE: 1" = 20'-0"GI005

2 LEVEL 5 PLAN ALTERNATE 2

SCALE: 1" = 20'-0"GI005

4 LEVEL 5 PLAN ALTERNATE 3

N N

A

B

C

ALTERNATE G

ALTERNATE F

1 2 3 4 5 6 7 8 9

A

B

C

ALTERNATE F

ALTERNATE G

ALTERNATE H

BID ALTERNATE DEDUCTS

ALT

A.

B.

C.

D.

E.

F.

DESCRIPTION

DEDUCT SECURITY CAMERAS

DEDUCT FALL DETERRANT AT SECOND LEVEL

DEDUCT ELEVATOR #2

DEDUCT DECK AREA 2 FROM NORTH GRID 7 TO SOUTH OF

GRID 7. REDUCE STAIR TOWER 2 ONE LEVEL.

DEDUCT DECK AREA 3 FROM GRID 7 TO GRID 3

G.

DEDUCT DECK AREA 4 SOUTH GRID 3 TO NORTH GRID 3.

REDUCE STAIR TOWER 1 ONE LEVEL.

H. DEDUCT DECK AREA 5 FROM GRID 3 TO GRID 7

DEDUCT DECK AREA 1 FROM TOP TO GRID 7

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST, SUITE 200

INDIANAPOLIS, IN 46202

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GI006

DEDUCT ALTERNATES

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 649-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

05/10/2019 KS BW

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

Sheet 6 of 94

SCALE: 1" = 20'-0"GI006

1 LEVEL 4 PLAN ALTERNATE 4

SCALE: 1" = 20'-0"GI006

2 LEVEL 4 PLAN ALTERNATE 5

N N

VA FORM 08 - 6231

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLANK ROAD

ELM GROVE, WI 53122

(262) 641-0746

Revisions: Date:

100% CONSTRUCTION

DOCUMENTATION

NON-SPRINKLERED

Sheet 5 of 78

636-116OMAHA VAMC - NEW PARKING

GARAGE

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

08/21/2018 KS BW

VF101

TOPOGRAPHIC AND BOUNDARY

SURVEY

- CHAIN LINK FENCE

- ELEC. MANHOLE

- STORM SEWER MANHOLE

- PROPERTY LINE

- CORNERS SET (#5 Rebar w/Cap ???)

- FIRE HYDRANT

- TELEPHONE PEDESTAL

- SIGN

- LIGHT POLE

- WATER MANHOLE

- CONIFEROUS TREE w/trunk size

- DECIDUOUS TREE w/trunk size

- ELECTRICAL TRANSFORMER

LEGEND

- WATER VALVE

- SANITARY SEWER MANHOLE

- CABLE TV PEDESTAL

- POWER POLE

- TELE./COMMUNICATIONS MANHOLE

- DECORATIVE LIGHT POLE

- SURVEY CONTROL POINT

- STORM GRATE INLET

- BOARD FENCE

- SPRINKLER VALVE

- GAS LINE

- WATER LINE

- CORNERS FOUND (as noted)

- SANITARY SEWER LINE

- STORM SEWER LINE

- OVERHEAD TELEPHONE LINE

- UNDERGROUND TELEPHONE LINE

- OVERHEAD POWER LINE

- UNDERGROUND POWER LINE

- SHRUB

- CLEAN-OUT

- BOLLARD

NOTE: SOME UTILITIES WERE LOCATED BY

PLANS THAT WERE PROVIDED BY:

NAGEL ARCHITECTS AND ENGINEERS.

SOME UTILITIES WERE LOCATED BY:

GROUND CONTROL LOCATING SERVICES LLC

THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED PER A ONE-CALL LOCATE TICKET #173390246 AND SHOWN FROM OBSERVED FIELD SURVEY INFORMATION AND RECORD LOCATIONS PROVIDED BY THOSE COMPANIES RESPONDING TO SAID LOCATE TICKET. SCHEMMER MAKES NO GUARANTEE THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. SCHEMMER GIVES NO WARRANTY, EXPRESSED OR IMPLIED, AS TO THE ACCURACY OF THE LOCATION OF THE UNDERGROUND UTILITIES. NO RESPONSIBILITY OR LIABILITY IS ASSUMED BY SCHEMMER FOR ANY DAMAGE TO UNDERGROUND UTILITIES WHICH MAY OCCUR FROM THE USE OF THE UTILITY INFORMATION PROVIDED HEREON. CONTACT "ONE-CALL" (1-800-331-5666) PRIOR TO ANY EXCAVATION ON THIS SITE.

UTILITY NOTE:

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

905 N. CANPITOL AVE, SUITE 100

INDIANAPOLIS, IN 46204

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163 4101 WOOLWORTH AVE

05/10/2019

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 641-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

N/A

05/10/2019 HFSP

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

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CC001

GENERAL CIVIL NOTES

Sheet 8 of 94

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 641-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

N/A

05/10/2019 HFSP

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

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CC002

PHASING PLAN

0 4020

Sheet 9 of 94

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 641-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

N/A

05/10/2019 HFSP

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

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CD101

DEMOLITION PLAN

0 4020

Sheet 10 of 94

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 641-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

N/A

05/10/2019 HFSP

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

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CS101

SITE PLAN

0 4020

Sheet 11 of 94

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 641-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

N/A

05/10/2019 HFSP

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

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CS501

SITE DETAILS

Sheet 12 of 94

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 641-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

N/A

05/10/2019 HFSP

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

Revisions: Date:

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CS502

SITE DETAILS

STOPSTOP

ONLY

DO NOT

ENTER

Sheet 13 of 94

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 641-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

N/A

05/10/2019 HFSP

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

Revisions: Date:

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CG101

GRADING PLAN

0 4020

Sheet 14 of 94

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 641-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

N/A

05/10/2019 HFSP

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

Revisions: Date:

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CU101

UTILITY PLAN

0 4020

Sheet 15 of 94

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 641-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

N/A

05/10/2019 HFSP

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

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CU102

STORM PROFILE

0 4020

Sheet 16 of 94

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 641-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

N/A

05/10/2019 HFSP

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

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CU501

UTILITY DETAILS

Sheet 17 of 94

Internal

Baffles

Riser

Bedding

Undisturbed Soil

Backfill

Grade (Rim)

Rim elevations to match finished grade.

Manhole Frame and

Cover by Manufacturer

Pipe coupling by

Contractor. 12" long Stub-out by

Manufacturer.

A

A

Outlet

Inlet

Internal Baffles

Octagonal Base Plate

Swirl Inlet/Outlet

Invert Per CU101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 641-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

N/A

05/10/2019 HFSP

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

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UTILITY DETAILS

CU502

Sheet 18 of 94

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 641-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

N/A

05/10/2019 HFSP

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

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CJ101

EROSION

CONTROL PLAN

0 4020

Sheet 19 of 94

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N. PENNSYLVANIA ST.

INDIANAPOLIS, IN 46202

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLAN ROAD

ELM GROVE, WI 53122

(262) 641-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

N/A

05/10/2019 HFSP

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

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EROSION CONTROL

DETAILS

CJ501

Sheet 20 of 94

MISCELLANEOUS SYMBOLS

NORTH ARROW

GRIDLINES

EARTH

SECTION NUMBER

SHEET NUMBER

S101

S101

CALLOUT NUMBER

SHEET NUMBER

A

ELEVATION REFERENCE

LIMIT OF EXTENT

CONTINUOUS EXTENT

F ## COLUMN FOOTING NOTATION

GB ## GRADE BEAM NOTATION

P ## PIER NOTATION

B ## CONCRETE BEAM NOTATION

PC ## PILE CAP NOTATION

WF ## WALL FOOTING NOTATION

SHEAR WALL NOTATIONSW ##

BW ## BEARING WALL NOTATION

GRAVEL

Name

Elevation

TF ## TRENCH FOOTING NOTATION

FLOOR DRAIN

FD

N

CONCRETE WASH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N PENNSYLVANIA ST

INDIANAPOLIS, IN 46202

5/10/2019

C U s e rs

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SI001

ABBREVIATIONS AND SYMBOLS

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLANK ROAD, SUITE 200

ELM GROVE, WI 53122

(262)-641-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

TBD

05/10/2019 LKL WJT

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

JST JOIST

JT JOINT

KB KNEE BRACE

KIP, K 1,000 POUNDS

KO KNOCK-OUT

KSI KIPS PER SQUARE INCH

L ANGLE OR LENGTH

LAB LABRATORY

LB POUND

LF LINEAL FOOT

LIN LINEAL, LINEAR

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONGIT LONGITUDINAL

LP LOW POINT

LSLT LONG SLOTTED HOLE

LTWT LIGHT WEIGHT

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MC MISCELLANEOUS CHANNEL

MECH MECHANICAL

MEMB MEMBRANE

MEP MECHANICAL/ ELECTRICAL/ PLUMBING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MULT MULTIPLE

N/A NOT APPLICABLE

NO NUMBER

NOM NOMINAL

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OFD OVERFLOW DRAIN

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OPPHD OPPOSITE HAND

ORIG ORIGINAL

OVS OVERSIZED HOLE

P PIER

PC PIER CAP OR PRECAST

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PJP PARTIAL JOINT PENETRATION

PL PLATE

PLF POUNDS PER LINEAL FOOT

PLYWD PLYWOOD

PREFAB PREFABRICATED

PREL PRELIMINARY

PREP PREPARATION, PREPARE

PROJ PROJECTION

PS PRESTRESSED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSL PARALLEL STRAND LUMBER

PT POST-TENSIONED

R RADIUS

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCEMENT, REINFORCE

REQD REQUIRED

RO ROUGH OPENING

SCH SCHEDULE

SECT SECTION

SF SQUARE FEET

SHT SHEET

SIM SIMILAR

SL SLOPE

SL-DN SLOPE DOWN

SL-UP SLOPE UP

SOG SLAB-ON-GRADE

SP SHEET PILING

SPA SPACES, SPACE

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

SSLT SHORT SLOTTED HOLE

STD STANDARD

STIFF STIFFENER

STL STEEL

STRUC STRUCTURAL

SYM SYMMETRICAL

T & B TOP AND BOTTOM

T/ TOP OF

T/GB TOP OF GRADE BEAM

TBS MECHANICAL TENSION BUTT SPLICE

TEMP TEMPERATURE

TF TRENCH FOOTING

THRU THROUGH

TRANS TRANSVERSE

TYP TYPICAL

UL UNDERWRITERS' LABORATORY INC.

UNO UNLESS NOTED OTHERWISE

UT ULTRA-SONIC TEST

VERT VERTICAL

W WIDE FLANGE

W/ WITH

W/O WITHOUT

WD WOOD

WF WALL FOOTING

WP WORK POINT

WWF WELDED WIRE FABRIC

A/E ARCHITECT/ENGINEER

ACI AMERICAN CONCRETE INSTITUTE

ACP AUGER CAST PILE

ADDL ADDITIONAL

ADJ ADJACENT

AGGR AGGREGATE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

AR ANCHOR ROD

ARCH ARCHITECTURAL

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

B/ BOTTOM OF

BAL BALANCE

BD BOARD

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BOTT BOTTOM

BRG BEARING

BRKT BRACKET

BTWN BETWEEN

C STANDARD CHANNEL

CANT CANTILEVER

CC CENTER TO CENTER

CF COLD FORMED

CG CENTER OF GRAVITY

CIP CAST-IN-PLACE

CJ CONTROL JOINT OR CONSTRUCTION JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEARANCE, CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CTR CENTER

CTRD CENTERED

CU FT CUBIC FEET

CU IN CUBIC INCH

CYD CUBIC YARD

CW CONCRETE WALL

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION, DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIAPH DIAPHRAGM

DIM DIMENSION

DN DOWN

DO DITTO

DP DRILLED PIER OR DEEP

DWG DRAWING

DWL DOWELS

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL, ELEV ELEVATION

ELEC ELECTRICAL

ENCL ENCLOSURE

ENGR ENGINEER

EOD EDGE OF DECK

EOJ EDGE OF JOIST

EOS EDGE OF SLAB

EQ EQUAL

EQPT EQUIPMENT

ES EACH SIDE

EW EACH WAY

EX EXISTING

EXP EXPANSION

EXT EXTERIOR

FAB FROM ADJACENT BEAM

FD FLOOR DRAIN

FDN FOUNDATION

FIN FINISH

FLG FLANGE

FLR FLOOR

FS FOOTING STEP

FT FEET

FTG FOOTING

FTGD FOOTING DRAIN

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GB GRADE BEAM

GRND GROUND

GT GIRDER TRUSS

HAS, HS HEADED ANCHOR STUD

HK HOOK

HORIZ HORIZONTAL

HP HIGH POINT

HS HOLLOW STRUCTURAL SECTION

HT HIP TRUSS

HVAC HEATING, VENTILATION, AIR CONDITIONING

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH

INCL INCLUDE

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

J/BRG JOIST BEARING

STRUCTURAL ABBREVIATIONS

STRUCTURAL SHEET LIST

SI001 ABBREVIATIONS AND SYMBOLS

SI002 STRUCTURAL GENERAL NOTES

SI003 LOAD MAPS

SB101 FOUNDATION PLAN

SB401 ENLARGED FOUNDATION PLANS

SB501 FOUNDATION SECTIONS AND DETAILS

SB502 FOUNDATION SECTIONS AND DETAILS

SB503 FOUNDATION SCHEDULES AND DETAILS

SF101 SLAB-ON-GRADE PLAN

SF102 SECOND FLOOR FRAMING PLAN

SF103 THIRD FLOOR FRAMING PLAN

SF104 FOURTH FLOOR FRAMING PLAN

SF105 FIFTH FLOOR FRAMING PLAN

SF201 BUILDING ELEVATIONS

SF202 CAST IN PLACE WALL ELEVATIONS

SF203 SHEAR WALL ELEVATIONS AND SCHEDULES

SF204 PRECAST WALL ELEVATIONS

SF401 ENLARGED STAIR/ELEVATOR PLANS

SF501 FRAMING SECTIONS AND DETAILS

SF502 FRAMING SECTIONS AND DETAILS

SF901 ISOMETRIC VIEWS

Revisions: Date: Sheet 21 of 94

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

CIVIL AND STRUCTURAL ENGINEER

/ FUNCTIONAL DESIGNER :

M / E / P ENGINEER:

GUIDON DESIGN INC.

1221 N PENNSYLVANIA ST

INDIANAPOLIS, IN 46202

5/10/2019

C U s e rs

\b th o m a s \D o c u m e n ts

\1 .1

S

V A

O m a h a v b ill th o m s .r v t

/8

/2

:5 :3

P

M

SI002

STRUCTURAL GENERAL NOTES

NAGEL ARCHITECTS + ENGINEERS

13100 WATERTOWN PLANK ROAD, SUITE 200

ELM GROVE, WI 53122

(262)-641-0746

OMAHA VAMC - NEW PARKING

GARAGE

4101 WOOLWORTH AVE

636-116

TBD

05/10/2019 LKL WJT

100% CONSTRUCTION

DOCUMENTS

NON-SPRINKLERED

FARRIS ENGINEERING

818 P ST. SUITE 100

LINCOLN, NE 68505

(402) 477-6163

GENERAL

THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. THE METHODS, MEANS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, TIEDOWNS, ETC.

THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING

DRAWINGS AND SPECIFICATIONS.

THE GENERAL NOTES ON THE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE FULL WRITTEN MATERIAL SPECIFICATIONS (IF ANY) FOR THE PROJECT. IF A DISCREPANCY OCCURS BETWEEN THE NOTES AND THE FULL SPECIFICATIONS, THE MORE STRINGENT

REQUIREMENT SHALL APPLY.

NO PENETRATIONS THROUGH STRUCTURAL ELEMENTS, OTHER THAN THOSE SHOWN ON THE DRAWINGS, SHALL BE MADE WITHOUT THE

APPROVAL OF THE STRUCTURAL ENGINEER.

CONCRETE MIX DESIGN SUBMITTAL

THE CONTRACTOR SHALL SUBMIT FOR THE REVIEW OF THE STRUCTURAL ENGINEER A MIX DESIGN FOR EACH PROPOSED CLASS OF CONCRETE. EACH MIX DESIGN SHALL BE IDENTIFIED BY A MIX NUMBER OR OTHER UNIQUE IDENTIFICATION. THE CONTRACTOR SHALL NOT VARY FROM THE MIX DESIGNS NOR USE ANY CONCRETEOTHER THAN THE APPROVED MIX DESIGNS WITHOUT THE

APPROVAL OF THE

STRUCTURAL ENGINEER. MIX DESIGN SUBMITTALS SHALL INCLUDE THE FOLLOWING INFORMATION:

1. MIX DESIGN NUMBER OR UNIQUE IDENTIFICATION AND INTENDED LOCATION OF PLACEMENT.

2. CEMENT TYPE, PROPORTION AND NAME OF MANUFACTURER.

3. FLY ASH PROPORTION (WHEN USED), LABORATORY ANALYSIS CERTIFICATION, AND NAME AND LOCATION OF SUPPLIER.

4. COURSE AGGREGATE PROPORTION, GRADATION REPORT, NAME AND LOCATION OF SUPPLIER.

5. FINE AGGREGATE PROPORTION, GRADATION REPORT, NAME AND LOCATION OF SUPPLIER.

6. MIXING WATER PROPORTION AND SOURCE.

7. ADMIXTURE DOSAGES, PRODUCT NAME(S) AND MANUFACTURER NAME(S).

8. FIBER REINFORCEMENT DOSAGE (WHEN USED), PRODUCT NAME AND MANUFACTURER NAME.

9. DESIGN 28-DAY COMPRESSIVE STRENGTH (F'C).

10. DESIGN SLUMP RANGE.

11. DESIGN AIR-ENTRAINMENT (FOR CONCRETE REQUIRING ENTRAINED AIR).

12. STATISTICAL ANALYSIS OF LABORATORY STRENGTH TEST DATA IN ACCORDANCE WITH "STANDARD DEVIATION"

DETERMINATION OUTLINED IN ACI 318.

SHOP DRAWING SUBMITTALS

THE CONTRACTOR SHALL PREPARE DETAILED SHOP DRAWINGS TO ENABLE HIM TO FABRICATE, ERECT AND CONSTRUCT ALL PARTS OF THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. THESE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT ONLY. THE CONTRACTOR IS

RESPONSIBLE FOR ALL DIMENSIONS, ACCURACY AND FIT OF WORK.

ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE STRUCTURAL ENGINEER. DRAWINGS SUBMITTED WITHOUT CONTRACTOR'S REVIEW WILL BE RETURNED UNCHECKED.

SUBMIT ELECTRONIC VERSIONS OF SHOP DRAWINGS. SUBMIT SHOP DRAWINGS IN PDF FORMAT.

SUBMIT SHOP DRAWINGS FOR EACH OF THE FOLLOWING ITEMS:

1. CONCRETE REINFORCEMENT

2. CONCRETE MASONRY REINFORCEMENT

3. STRUCTURAL STEEL (INCLUDING DESIGN CALCULATIONS SEALED BY A PROFESSIONAL ENGINEER

REGISTERED IN THE STATE WHERE THE PROJECT IS CONSTRUCTED FOR ALL CONNECTIONS NOT

SPECIFICALLY DETAILED ON THE DRAWINGS)

4. PRECAST CONCRETE COMPONENTS (PRECAST LINTELS, ARCHITECTURAL PRECAST)

5. METAL MESH SYSTEM (INCLUDING DESIGN CALCULATIONS AND CONNECTION DETAILS SEALED BY A

PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS CONSTRUCTED)

6. AUGER CAST PILE LOCATIONS AND REINFORCEMENT

PRODUCT DATA SUBMITTALS

THE CONTRACTOR SHALL SUBMIT FOR APPROVAL PRODUCT DATA FOR THE SPECIFIC ITEMS LISTED BELOW. CONTRACTOR SHALL NOT USE PRODUCTS OTHER THAN THOSE SUBMITTED WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.

MANUFACTURER'S TRADE NAMES AND NUMBERS USED HEREIN ARE ONLY TO IDENTIFY COLORS, FINISHES, TEXTURES, AND PATTERNS AS A BASIS OF DESIGN. PRODUCTS OF AUTHORIZED EQUAL MANUFACTURER'S EQUIVALENT TO COLORS, FINISHES, TEXTURES, AND PATTERNS OF MANUFACTURERS LISTED THAT MEET 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.

SUBMIT ELECTRONIC VERSIONS OF PRODUCT DATA IN PDF FORMAT TO THE STRUCTURAL ENGINEER AND COR FOR REVIEW.

1. FIBER REINFORCEMENT FOR CONCRETE

2. CONCRETE REINFORCEMENT

3. CONCRETE CURING COMPOUND

4. CONCRETE JOINT SEALANT

5. WATER STOPS

6. MASONRY JOINT REINFORCEMENT

7. EXPANSION ANCHORS

8. ADHESIVE ANCHORS

9. NON-SHRINK GROUT

10. WATERSTOPS

FOUNDATIONS

FOUNDATION EXCAVATIONS AND SOIL RELATED WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT

NUMBER 05175212 PREPARED BY TERRACON DATED DECEMBER 27, 2017.

FOUNDATIONS HAVE BEEN DESIGNED BASED ON ASSUMED ALLOWABLE CAPACITIES INDICATED BELOW. CONTRACTOR SHALL ENGAGE A LICENSED GEOTECHNICAL ENGINEER TO REVIEW THE SOIL CONDITIONS AT THE SITE AS NECESSARY TO CONFIRM THE ALLOWABLE CAPACITIES PRIOR TO PLACEMENT OF THE FOUNDATIONS. CONFIRMATION OF THE ACCEPTABILITY OF THE SOILS SHALL BE REPORTED IN

WRITING TO THE STRUCTURAL ENGINEER.

IF ACTUAL ALLOWABLE CAPACITIES ARE FOUND TO BE LESS THAN THE ASSUMED VALUES, THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER IMMEDIATELY AND SHALL NOT PROCEED WITH FOUNDATION CONSTRUCTION WITHOUT REVIEW BY THE

STRUCTURAL ENGINEER.

DESIGN ALLOWABLE PILE LOADS:

COMPRESSION: 275 KIPS

TENSION: 180 KIPS

LATERAL: 16 KIPS

FOR PURPOSES OF BIDDING, ESTIMATED PILE TIP ELEVATION IS 1102 FEET. ACTUAL PILE TIP ELEVATION TO BE DETERMINED BY SPECIFIED

TESTING PROGRAM AND DRIVING CRITERIA. SEE SPECIFICATIONS.

THE CONTRACTOR MAY PROPOSE AN ALTERNATE EQUIVALENT DRIVEN PILE SYSTEM FOR REVIEW AND APPROVAL BY THE ENGINEER OF RECORD. NO DRIVEN PILE SYSTEM OTHER THAN THOSE SPECIFIED SHALL BE USED WITHOUT REVIEW AND APPROVAL BY THE ENGINEER

OF RECORD.

FOUNDATIONS AND SOILS RELATED WORK SHALL BE INSPECTED BY A LICENSED GEOTECHNICAL ENGINEER. WRITTEN FIELD REPORTS

SHALL BE FORWARDED TO THE STRUCTURAL ENGINEER AS SOON AS THEY BECOME AVAILABLE.

FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION, WHICH DIFFER FROM THOSE DESCRIBED IN THE GEOTECHNICAL REPORT, SHALL BE REPORTED TO THE STRUCTURAL ENGINEER AND GEOTECHNICAL ENGINEER BEFORE FURTHER CONSTRUCTION IS ATTEMPTED.

EXCAVATIONS FOR PILE CAPS, CONTINUOUS FOOTINGS AND MAT FOUNDATIONS SHALL BE CLEANED AND HAND TAMPED TO UNIFORM

SURFACE AND SHALL BE PROTECTED AND MAINTAINED UNIFORM UNTIL CONCRETE IS PLACED.

BELOW-GRADE WALLS

DO NOT BACKFILL AGAINST BELOW-GRADE CONCRETE (OR…