ATTACHMENT A - APPENDIX A _Site Floor PlanRoom Layout.pdf

COMANCHE

RO

AD

CUSTER AVENUE

TERRY ROAD

STU

RGI

S

ROA

D

T

R E E T

N

R E E T

R D

S T R E E T

C E M E T A R Y

R

IV

E

CUSTER AVENUE

C

IR

C L E

M A C K E N Z

IE

TERRY

R O A D

TERRY RO

AD

SHERIDAN

STREET

RENO ROA

D

H

R E E T

COMANCHE

ROAD

T H

S T R E E T

72e

72w

26 25

T296

87171

17 16

53 54

6 5

4 3

137108

T-274

BLEACHERS

BLEACHERS

Project Location

TEMP GAS LINE

517 7th street rapid city sd 57701 p 605.342.9470 f 605.342.2377 www.4front.biz

FOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th 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 th re e e ig h th s i n 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 q u a rt e rs in c h o n e fo o t o n e in c h 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 th re e in c h e s o n e fo o t

F

E

D

C

B

A

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F

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B

A

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Department of Veterans Affairsof

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M

RECORD DRAWINGS

568-001

08/30/2016

Cover Sheet and Sheet Index - Volume 1

G001

Surgical Tower Addition

SMDDJ

Fort Meade, South Dakota

166111.1749.007

Fort Meade Surgical Tower Addition Fort Meade, South Dakota

Design Team

Architect Civil Engineer Landscape Architect Mechanical Engineer - Plumbing Electrical Engineer - Lighting/Power

Structural Engineer

Fire Protection Engineer

FourFront Design Inc.

517 7th Street Rapid City, South Dakota 57701

Albertson Engineering Inc.

3202 West Main Street, Suite C Rapid City, South Dakota 57702

Shaner Life Safety 721 Granite Street #203 Frisco, Colorado 80443

Owner, Project Address Black Hills Health Care System 113 Comanche Road Fort Meade, South Dakota 57741

Medical Equipment Roloff International 36420 DePortola Road Temecula, California 92592

Mechanical Engineer - HVAC/Med Gases

AE Associates, Inc.

308 West Fillmore Street, Suite 200 Colorado Springs, Colorado 80907

Electrical Engineer - Low Voltage

Red Rock Consulting Engineers, LCC 144 Palisade Circle Manitou Springs, Colorado 80907

General

Civil

Landscape

Architectural

Medical Equipement

Structural

S000 General Structural Notes

S001 IBC Inspection Tables, Materials Legend and Abbreviations

S002 Wind Uplift and Snow Drift Plans

S100 Basement Foundation and Floor Slab Plan

S101 First Level Foundation, Floor Slab and Floor Framing Plan

S200 Second Level Floor Framing Plan

S201 Penthouse Floor Framing and Main Roof Framing Plan

S202 Penthouse Roof Framing Plan

S300 Sections

S301 Sections

S302 Sections

S303 Sections

S400 Lateral Brace Frame Elevations and Details

S401 Stair Framing Plans and Details

S500 Typical Details

Q100 Second Level Area A Furniture and Equipment Plan

Q101 Second Level Area B Furniture and Equipment Plan

Q102 Second Level Area C Furniture and Equipment Plan

Q110 ASE Specifications

Q111 ASE Specifications

Q112 ASE Specifications

A500 Room Finish Schedule and Mounting Heights

A510 Second Level Area A Floor Finish Plan

A511 Second Level Area B Floor Finish Plan

A512 Second Level Area C Floor Finish Plan

A520 Interior Elevations

A521 Interior Elevations and Casework Sections

A530 Enlarged Plans and Interior Elevations

A600 Door Schedule and Elevations

A601 Door and Window Details

A610 Window Elevations and Details

AD101 First and Second Level Demolition Plans

A101 Basement Area A Floor Plan

A102 Overall First Level Floor Plan

A103 First Level Area A Floor Plan

A104 First Level Area B Floor Plan

A105 First Level Area C Floor Plan

A106 Overall Second Level Floor Plan

A107 Second Level Area A Floor Plan

A108 Second Level Area B Floor Plan

A109 Second Level Area C Floor Plan

A110 Penthouse Level Floor Plan

A111 Wall Type Legend

A112 Plan Details

A113 Plan Details

A120 Basement Area A Reflected Ceiling Plan

A121 First Level Reflected Ceiling Plan

A122 Second Level Reflected Ceiling Plan

A123 Second Level Area A Reflected Ceiling Plan

A124 Second Level Area B Reflected Ceiling Plan

A125 Second Level Area C Reflected Ceiling Plan

A126 Penthouse Level Reflected Ceiling Plan

A127 Ceiling Details

A130 Roof Plan

A131 Roof Details

A132 Roof Details

A200 Exterior Elevations

A201 Exterior Elevations

A300 Building Sections

A301 Building Sections

A310 Wall Sections

A311 Wall Sections

A312 Wall Sections

A313 Wall Sections

A314 Wall Sections

A400 Enlarged Stair and Elevator Plans and Sections

A401 Enlarged Stair Plans and Sections

A402 Elevator Plans and Sections

L201 Site Details

L300 Planting Plan

L301 Planting Details

L400 Irrigation Plan

L401 Irrigation Details

V101 Topographic Survey

CD101 Demolition Plan

CD102 Deduct Alternate 1 - Demolition Plan

C101 General Notes

C201 Site Plan

C202 Deduct Alternate 1 - Site Plan

C301 Grading Plan

C401 Erosion Control Plan

C501 Road and Storm Sewer Plan and Profile

C502 Utility Service Connections

C601 Under Drain Layout

C701 Curb and Gutter Layout

C702 Joint Layout Plan

C801 Stakeout Plan

C901 Site Details

C902 Site Details

C903 Site Details

G001 Cover Sheet and Sheet Index - Volume 1

G100 Basement Life Safety Plan

G101 First Level Life Safety Plan

G102 Second Level Life Safety Plan

G103 Penthouse Life Safety Plan

Architectural Cont.

Vicinity Map

Volume 1

UP

DN

UP

UP

Stair

STS005

Future Elevator

S003

Elevator Equipment

ECS002A

Electrical Equipment

ECS002

HAC

S004

Hall

CS001

UP

See Table

Room Name

Smoke barrier

2-HR separation required

2-HR smoke barrier

Room number

Occupant load

Path of travel (feet)

517 7th street rapid city sd 57701 p 605.342.9470 f 605.342.2377 www.4front.biz

FOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th 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 th re e e ig h th s i n 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 q u a rt e rs in c h o n e fo o t o n e in c h 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 th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

/1

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A

M

RECORD DRAWINGS

568-001

08/30/2016

Basement Life Safety Plan

G100

Surgical Tower Addition

SMDDJ

Fort Meade, South Dakota

166211.1749.007

1/8" = 1'-0"

Floor Plan - Basement

Occupancy Tabulation Per 2009 IBC Table 1004.1.1 - Basement

R m

. N o.

N am e

Room Occupancy A re a

S .F

. P er

P er so n

P er so ns

CS001 Hall (none) 405 SF

ECS002 Electrical Equipment Accessory Storage Areas, Mechanical Equipment Room 48 SF 300 1

ECS002A Elevator Equipment Accessory Storage Areas, Mechanical Equipment Room 79 SF 300 1

S003 Future Elevator (none) 83 SF

S004 HAC Accessory Storage Areas, Mechanical Equipment Room 95 SF 300 1

STS005 Stair (none) 177 SF

Basement 2

North

Area A

Area B Area C

Key Plan

Existing Hospital

BUILDING CODE SUMMARY

2009 INTERNATIONAL BUILDING CODE

2009 N.F.P. A. 101 LIFE SAFETY CODE

Project Name: FT. MEADE VAMC SURGERY TOWER ADDITION – PHASE 1 A/E Project No.: 568-C00853 CW Project No.: 12-517 Prepared By: David St. Pierre, Certified Plans Examiner 0861649-B3 Date: 2-28-12

1. Occupancy Group (Section 308) – Group I-2 Occupancy (L.S.C. Chapter 18 – New Health Care Occupancy)

2. Type of Construction (Section 602.2, and Table 503) - Type I-B (L.S.C. Section 18.1.6) –II(222)

3. Fire Resistance of Exterior Walls (Section 705, Table 602) North Wall - 0 Hours

East Wall - 0 Hours South Wall - 0-Hours West Wall - 0 Hours

4. Allowable Floor Area (Sections 503 & 506, Table 503)

Allowable area increases: (per floor) (w/sprinkler = NFPA 13)

Basic Allowable Area - Group I-2 Occupancy = Unlimited

Frontage Increase (Building): If = [ F– 0.25] 30 = N.A.

P 30

Actual Floor Area: First Floor = 255,400 s.f Second Floor = 195,900 s.f.

5. Allowable Stores/Height (Section 504, Table 503, L.S.C. Section 18.1.6 & Table 18.1.6.1)

Basic Allowable Height - Group I-1 Occupancy = 4 stories (160') (L.S.C. = 4 stories)

Increase for Automatic Sprinklers (Section 504.2) – N.A.

Actual Stories/Height - Group I-2 Occupancy = 2 stories (25')

6. Mixed Occupancies - Sum of Ratios (Section 508.4.2) (L.S.C. Section 6.1.14) – N.A.

Actual Area = a1 + a2 + a3 ³ 1.0 Allowable Area A1 A2 A3

7. Occupancy Separations – Fire Barrier (Section 508) – N.A. Incidental Use areas as per Section 508.2.5 &Table 508.2.5 Protection from Hazards (L.S.C. Section 18.3.2 & Table 18.3.2.1)

Storage Rooms 50 s.f to 100 s.f. = Walls to resist the passage of smoke, Smoke Partition (L.S.C. Section 18.3.2 & Table 18.3.2.1) Storage Rooms over 100 s.f. = Walls to resist the passage of smoke (Table 508.2.5), Smoke Barrier (L.S.C. Section 18.3.2 & Table 18.3.2.1) Mechanical Rooms over 400,000 BTU = Walls to resist the passage of smoke (Table 508.2.5), Smoke Barrier (L.S.C. Section 18.3.2 & Table 18.3.2.1) Rooms with any boiler over 15 psi and 10 hp. = Walls to resist the passage of smoke (Table 508.2.5), Smoke Barrier (L.S.C. Section 18.3.2 & Table 18.3.2.1)

8. Type of Construction - Fire-Resistive Requirements (Section 602.5, Table 601) (L.S.C. Sections 8.2.3 &18.1.6)

A. Exterior Walls - Bearing = 2 Hours B. Interior Walls - Bearing = 2 Hours C. Exterior Walls - Non-Bearing = 0 Hours D. Interior Walls – Non-Bearing = 0 Hours E. Structural Frame = 2 Hours F. Shaft Enclosures = 1 Hour (Sections 707 & 1022) G. Floors/Floor-Ceilings = 2 Hours H. Roofs/Roof-Ceiling = 1 Hour

9. Fire-Resistant Materials and Construction (Chapter 7) (L.S.C. Section 8.2.3)

Fire Resistive Assemblies as per Chapter 7 – Smoke Barriers, Section 710 (L.S.C. Section 8.5) - Smoke Partitions, Section 711 (L.S.C. Section 8.4) Penetrations, Section 713 (L.S.C Sections 8.4.4 & 8.5.4) - Fire-Resistive Joint Systems, Section 714 (L.S.C Sections 8.4.5 & 8.5.4) - Opening Protectives, Section 715 (L.S.C Sections 8.4.3 & 8.5.4)

– Ducts & air Transfer Openings, Section 716 (L.S.C Sections 8.4.6 & 8.5.5).

10. Fire Protection Requirements - (Section 903) – N.P.F.A. 13, as per Section 903.2.6, sprinkler system installed throughout building. (L.S.C. Section 18.3.5)

11. Exiting (Chapter 10) (L.S.C. Section 7)

A. Maximum Floor Area Allowances (Table 1004.1.1) (L.S.C. Table 7.3.1.2)

1. Office - 100 SF/Person Gross

2. Patient Areas- 120 SF/Person Gross

3. Surgery – 200 SF/Person Gross

4. Mechanical - 300 SF/Person Gross

5. Storage - 300 SF/Person Gross

B. Exits Required/Width, (Section 1005) (L.S.C. Sections 7.3, 7.4 & 18.2.4)

1. First Floor Addition – 2/64.0" = 2 Doors – 5 Doors Provided @ 160.0"

2. Second Floor Addition – 2/88.0" = 2 Stairs – 2 Stairs Provided @ 96.0", 2 Doors Provided @ 64.0"

C. Exit Separation (Section 1015.2.1) (L.S.C Sections 7.5& 18.2.5)

1. First Floor Addition – 76.7' Required – 211.0' Provided

2. Second Floor Addition – 76.7' Required – 211.0' Provided

D. Corridors (Section 1018 & Table 1018.1) (L.S.C. Section 18.3.6)

1. Corridors in Group I-2 Occupancies are to be constructed as Smoke Partitions with all openings protected.

Corridor doors are not required to have a fire protection rating, but are to have a positive latching device.

(Section 407.3 & Table 1018.1) (L.S.C. Section 18.3.6.2)

Notes:

1. A fire alarm complying with NFPA 72 is required throughout the building as per Section 907.2.6.

(L.S.C. Section 18.3.4)

* - this number is a total of fractions from the totals above. the total number in whole numbers is 3.

UP

DN

Undeveloped

S107

HAC

S106

Stair

STS108

Stair

STS109

Future Soiled

Elevator

S110

Future Elevator

S105

Security

SCS102

I.T. Space

TCS103

Bio-Med Space

S104

Hall

CS101

U P

U P

D N

D N

D N

D N

Electrical/ Mechanical

MCS111

See Table

Room Name

Smoke barrier

2-HR separation required

2-HR smoke barrier

Room number

Occupant load

Path of travel (feet)

517 7th street rapid city sd 57701 p 605.342.9470 f 605.342.2377 www.4front.biz

FOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th 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 th re e e ig h th s i n 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 q u a rt e rs in c h o n e fo o t o n e in c h 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 th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

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C

B

A

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Department of Veterans Affairsof

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RECORD DRAWINGS

568-001

08/30/2016

First Level Life Safety Plan

G101

Surgical Tower Addition

SMDDJ

Fort Meade, South Dakota

166311.1749.007

1/8" = 1'-0"

Life Safety Plan - Level 1

Occupancy Tabulation Per 2009 IBC Table 1004.1.1 - Level 1

R m

. N o.

N am e

Room Occupancy A re a

S .F

. P er

P er so n

P er so ns

CS101 Hall (none) 671 SF

MCS111 Electrical/ Mechanical Accessory Storage Areas, Mechanical Equipment Room 1907 SF 300 7

S104 Bio-Med Space Accessory Storage Areas, Mechanical Equipment Room 99 SF 300 1

S105 Future Elevator (none) 83 SF

S106 HAC Accessory Storage Areas, Mechanical Equipment Room 98 SF 300 1

S107 Undeveloped Business Areas 11621 SF 100 117

S110 Future Soiled Elevator (none) 88 SF

SCS102 Security Business Areas 91 SF 100 1

STS108 Stair (none) 177 SF

STS109 Stair (none) 172 SF

TCS103 I.T. Space Accessory Storage Areas, Mechanical Equipment Room 91 SF 300 1

Level 1 127

North

Area A

Area B Area C

Key Plan

Existing Hospital

* - this number is a total of fractions from the totals above. the total number in whole numbers is 127.

Surgery Room #3

S226

Medical Gases

S240

Hall

CS201H

Future Soiled

Elevator

S239

Soiled Hold &

Disposal Area

S238

Surgery Room #2

S224

Sub-sterile Room

S226A

Anesthesia Work &

Equipment

S227

HAC

S228

Clean & Sterile Supply

S229

Stair

STS231

Future Elevator

S234

Office

S235

Office

S236

Patient Toilet

S216 Patient Space

S214

Nurses Station

S210

Patient Space

S212

Patient Toilet

S204

Soiled Utility

S206

Elec.

Space

ECS232

HAC

S237

Sub-sterile Room

S222A

Surgery Room #1

S222

Patient Space

S201

Patient Space

S203

Patient Space

S205

Patient Space

S207

Nurse/ Nutrition

S209

Patient Space

S211

Patient Space

S213

Patient Space

S215

Patient Space

S217

Control Room

S218

Corridor

CS201F

Hall

CS201I

Hall

CS201G

Equipment Storage

S230

Corridor

CS201A

Elec.

Space

S219

Bio-Med Space

S220

Stair

STS241

D N

D N

D N

U P

D N

Meds

S210A

Nurses Station

S223

Staff Area

S223B

Dict. Area

S223A Women's Toilet Room

S223E

Shower

S223F Vestibule

S223I

Women's Locker Room

S223C

Men's Locker Room

S223D

Vestibule

S223J Shower

S223H

Men's Toilet Room

S223G

Nurses Station

S225C

Clean Utility

S225E

Soiled Utility

S225D

P.A.C.U.

S225

Telecom/ Electrical

TCS221

Patient Toilet

S225A

Corridor

CS201E

Corridor

CS201C

Corridor

CS201B

Corridor

CS201D

See Table

Room Name

Smoke barrier

2-HR separation required

2-HR smoke barrier

Room number

Occupant load

Path of travel (feet)

517 7th street rapid city sd 57701 p 605.342.9470 f 605.342.2377 www.4front.biz

FOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th 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 th re e e ig h th s i n 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 q u a rt e rs in c h o n e fo o t o n e in c h 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 th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

/1

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A

M

RECORD DRAWINGS

568-001

08/30/2016

Second Level Life Safety Plan

G102

Surgical Tower Addition

SMDDJ

Fort Meade, South Dakota

166411.1749.007

1/8" = 1'-0"

Life Safety Plan - Level 2

Occupancy Tabulation Per 2009 IBC Table 1004.1.1 - Level 2

R m

. N o.

N am e

Room Occupancy A re a

S .F

. P er

P er so n

P er so ns

CS201A Corridor (none) 294 SF

CS201B Corridor (none) 1405 SF

CS201C Corridor (none) 918 SF

CS201D Corridor (none) 278 SF

CS201E Corridor (none) 662 SF

CS201F Corridor (none) 100 SF

CS201G Hall (none) 177 SF

CS201H Hall (none) 600 SF

CS201I Hall (none) 325 SF

ECS232 Elec. Space Accessory Storage Areas, Mechanical Equipment Room 101 SF 300 1

S201 Patient Space Institutional - Inpatient Treatment Areas 121 SF 240 1

S203 Patient Space Institutional - Inpatient Treatment Areas 121 SF 240 1

S204 Patient Toilet (none) 69 SF

S205 Patient Space Institutional - Inpatient Treatment Areas 121 SF 240 1

S206 Soiled Utility Accessory Storage Areas, Mechanical Equipment Room 101 SF 300 1

S207 Patient Space Institutional - Inpatient Treatment Areas 121 SF 240 1

S208 Clean Utility Accessory Storage Areas, Mechanical Equipment Room 100 SF 300 1

S209 Nurse/ Nutrition Business Areas 121 SF 100 2

S210 Nurses Station Business Areas 172 SF 100 2

S210A Meds Institutional - Inpatient Treatment Areas 62 SF 240 1

S211 Patient Space Institutional - Inpatient Treatment Areas 121 SF 240 1

S212 Patient Space Institutional - Inpatient Treatment Areas 133 SF 240 1

S213 Patient Space Institutional - Inpatient Treatment Areas 121 SF 240 1

S214 Patient Space Institutional - Inpatient Treatment Areas 133 SF 240 1

S215 Patient Space Institutional - Inpatient Treatment Areas 121 SF 240 1

S216 Patient Toilet (none) 65 SF

S217 Patient Space Institutional - Inpatient Treatment Areas 122 SF 240 1

S218 Control Room Accessory Storage Areas, Mechanical Equipment Room 99 SF 300 1

S219 Elec. Space Business Areas 99 SF 100 1

S220 Bio-Med Space Accessory Storage Areas, Mechanical Equipment Room 97 SF 300 1

S222 Surgery Room #1 Institutional - Inpatient Treatment Areas 737 SF 240 4

S222A Sub-sterile Room Institutional - Inpatient Treatment Areas 151 SF 240 1

S223 Nurses Station Business Areas 195 SF 100 2

S223A Dict. Area Business Areas 38 SF 100 1

S223B Staff Area Assembly Unconcentrated (tables and chairs) 241 SF 15 17

S223C Women's Locker Room Locker Rooms 164 SF 50 4

S223D Men's Locker Room Locker Rooms 138 SF 50 3

S223E Women's Toilet Room Locker Rooms 142 SF 50 3

S223F Shower Locker Rooms 42 SF 50 1

S223G Men's Toilet Room Locker Rooms 143 SF 50 3

S223H Shower Locker Rooms 41 SF 50 1

S223I Vestibule (none) 41 SF

S223J Vestibule (none) 48 SF

S224 Surgery Room #2 Institutional - Inpatient Treatment Areas 738 SF 240 4

S225 P.A.C.U. Institutional - Sleeping Areas 1054 SF 120 9

S225A Patient Toilet (none) 65 SF

S225C Nurses Station (none) 239 SF

S225D Soiled Utility Accessory Storage Areas, Mechanical Equipment Room 83 SF 300 1

S225E Clean Utility Accessory Storage Areas, Mechanical Equipment Room 81 SF 300 1

S226 Surgery Room #3 Institutional - Inpatient Treatment Areas 740 SF 240 4

S226A Sub-sterile Room Institutional - Inpatient Treatment Areas 77 SF 240 1

S227 Anesthesia Work & Equipment

Business Areas 318 SF 100 4

S228 HAC Accessory Storage Areas, Mechanical Equipment Room 52 SF 300 1

S229 Clean & Sterile Supply Accessory Storage Areas, Mechanical Equipment Room 291 SF 300 1

S230 Equipment Storage Accessory Storage Areas, Mechanical Equipment Room 282 SF 300 1

S234 Future Elevator (none) 83 SF

S235 Office Business Areas 142 SF 100 2

S236 Office Business Areas 96 SF 100 1

S237 HAC Accessory Storage Areas, Mechanical Equipment Room 79 SF 300 1

S238 Soiled Hold & Disposal Area Accessory Storage Areas, Mechanical Equipment Room 171 SF 300 1

S239 Future Soiled Elevator (none) 88 SF

S240 Medical Gases Accessory Storage Areas, Mechanical Equipment Room 48 SF 300 1

STS231 Stair (none) 177 SF

STS241 Stair (none) 172 SF

TCS221 Telecom/ Electrical Accessory Storage Areas, Mechanical Equipment Room 52 SF 300 1

Level 2 94

North

Area A

Area B Area C

Key Plan

Existing Hospital

* - this number is a total of fractions from the totals above. the total number in whole numbers is 95.

Mechanical Room

MCS301

Stair

STS302

D N

D N

See Table

Room Name

Smoke barrier

2-HR separation required

2-HR smoke barrier

Room number

Occupant load

Path of travel (feet)

517 7th street rapid city sd 57701 p 605.342.9470 f 605.342.2377 www.4front.biz

FOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th 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 th re e e ig h th s i n 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 q u a rt e rs in c h o n e fo o t o n e in c h 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 th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

/1

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A

M

RECORD DRAWINGS

568-001

08/30/2016

Penthouse Life Safety Plan

G103

Surgical Tower Addition

SMDDJ

Fort Meade, South Dakota

166511.1749.007

1/8" = 1'-0"

Life Safety Plan - Penthouse

Occupancy Tabulation Per 2009 IBC Table 1004.1.1 - Penthouse

R m

. N o.

N am e

Room Occupancy A re a

S .F

. P er

P er so n

P er so ns

MCS301 Mechanical Room Accessory Storage Areas, Mechanical Equipment Room 2692 SF 300 9

STS302 Stair (none) 177 SF

Penthouse 9

North

Area A

Area B Area C

Key Plan

Existing Hospital

* - this number is a total of fractions from the totals above. the total number in whole numbers is 9.

BLACK HILLS VA BOOMS

VHAFTMSeideT Pencil

Item ID Description Manufacturer Mfr # Mo del

Arc h Sig

Spatially Sig

Status F/ I Arch Code Mounting

M ax Weight (lbs)

Ship Weight (lbs) width

(in)

Depth

(in)

Heigh t (in)

Volts Am ps Hz Watts Plug Type

Dedic a t e d Circui t Data Cnct.

Emr g.

Power

Cold Water

Hot Water

Treated Water

Drain Vent Gas

V a c- Medic al

Item Notes Final model conftgurationrequires SKYTRON technical review and approval to determine carrier configurations and equ ipme n t loa d ca p acities. with (2) monitor mount, scavenger, (2)O2 (1) air

(4) data

LIT02

li ght, Surgical, Single, Ceiling w/ anesthesia boom and mo nit or a rm Skytron AUR5/ 69ꞏ 710-0 1 Aurora II LED AURS Yes No New 0/V 1 - Fixed CE 132 180 178.5 179

120 1.6 60 144 Hardwire Yes No No N N N N N N N Wall mounted intensity control.

BMEOl light, Surgical, Single, Ceiling, w/ M onitor Arm & Equip. Boom Skytron

ECT2FPM36/ 2AFC1/

AUR5/ 69ꞏ 710-0 1 ECT2FPM36/2AFC1/ AUR5 Yes No New 0/V 1 - Fixed CE 939 1500 185 185

120 20 60

Hardwire Yes Yes Yes N N N N N y y

BMAOl

Boom, Anesht esia (on light hub at pat i en t h ead )

Skytron E2VBM36

E2VBM 36 Anesth esia Tether

Yes No New 0/V 1 - Fixed Cf 611 700 182 182

120 20 60

• Hardwire Yes Yes Yes

N y

N N

N N y

Dakota.

Date Reg. No.5/28/2010 378

Building No. AutoCAD File Name

VA Project No.

Drawing Title

Contract No.

V e t e r a n s

A f f a i r s

Location

VA MEDICAL CENTER

FARGO, ND

Drawn By

REPLACEMENT OPERATING ROOMS

Checked ByDesigned By

Project Title Date

Scale:

D e p a r t m e n t o f

VA MEDICAL CENTER

RPD PRS437-308 RPD

VA 263-P-0587

VA 263-C-

9 09116-S3.dwg

NEW SECOND FLOOR

FRAMING PLANS AND

W10x22

1 3 5 7 11 13 14108

B

A

4.2

5.8 9 9.2 12 12.2 15.215

W x

W x

SPLICE

W x

W10x15

W10x15

12"

S P L I C E

S P L I C E

12"

A B O V E

S7

TS

x5 x1 /4

SPLICE

" SPLICE

SPLICE

W x

W x

W x

W x

W x

W10x22

SPLICE

C O L

A B V

C O L

A B V

H A N G E R

H A N G E R

C O L

A B V

H A N G E R

SPLICE

"SPLICE

B.

x3 /4 x1

S P L I C E

12"

S P L I C E

12"

S P L I C E

12"

S P L I C E

12"

H A N G E R

A B O V E

C O L U M N

H A N G E R

C O L

H A N G E R

A B O V E

C O L

W x

W x

W x

W x

W x

W x

SPLICE

H A N G E R

A B O V E

C O L

.SPLICE

H A N G E R

A B O V E

C O L

W x

C O L

TS

x5 x1 /4

B.

x1 x1

C O L

TS

x5 x1 /4

B.

x1 x1

C O L

TS

x5 x1 /4

B.

x1 x1

C O L

TS

x5 x1 /4

B.

x1 x1

C O L

TS

x5 x1 /4

B.

x1 x1

C O L U M N

TS

x5 x1 /4

B.

x1 x1

C O L

TS

x5 x1 /4

B.

x1 x1

C O L U M N

TS

x5 x1 /4

B.

x1 x1

C O L

TS

x5 x1 /4

B.

x1 x1

C O L U M N

W x

W10x15

W10x15

Drawing No.

S3

TS

x5 x1 /4

B.

x1 x1

C O L U M N

TS

x5 x1 /4

B.

x1 x1

C O L U M N

TS

x5 x1 /4

B.

x1 x1

C O L U M N

TS

x5 x1 /4

B.

x1 x1

C O L U M N

TS

x5 x1 /4

B.

x1 x1

C O L U M N

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L2

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

MARK

LINTEL SCHEDULE

LINTEL R.O. REMARKSDETAIL

S7

E X I S T I N G

L I N T E L

L1

L 3 1/2x3 1/2x1/4 BRICK LINTEL

3'-42-#4 IN BOND BEAM & 19/A18

L2 7'-0W8x31 & ⅊ 16x5/16 1/A16

1/8"=1'-0"

NEW SECOND FLOOR FRAMING PLAN ( BASE BID )

TS

x5 x1 /4

L3

TYP. AT NON-BEARING STUD WALLS

VARIESLINTEL BY WALL STUD SUPPLIER

NOTE:

UNLESS NOTED OTHERWISE

TOP OF STEEL ELEV. 111'-7

LINTEL SCHEDULE

24"Ø CAST STONE

COL. COVERS

BASE BID AND ALTERNATE

BASE ⅊ 12x5/8x12 W/ 4-3/4"Ø A-307 A.B.'s (8" EMBED)

1/2" CAP ⅊

TS 6x6x1/4 COLUMN - TYP.

EIFS COVER - ALT. NO. 4

W14x30 W14x30 W14x30 W14x30 W14x30 W14x30 W14x30 W14x30S P L I C E

12"

CONTIN. CONTIN.CONTIN. CONTIN. CONTIN. CONTIN. CONTIN.

S7

S7

S7

S7

S7

S7

S7

S7

8DET.

S7

8 DET.

O.H.

2' -3

-B

-C

Revisions Date KEY PLAN

Fargo, ND 58102

2101 Elm Street North

Medical Center

Dept. of Veterans Affairs

E:

\A ca d\

Dw g\

6- S3

.d wg

0x

Ju n

0:

am

1) VERIFY ALL LINTEL WIDTHS, ELEVATIONS, AND LOCATIONS

WITH THE ARCHITECTURAL PLANS.

2) LINTELS AND NON-BEARING STUD WALLS NOT SHOWN

ON STRUCTURAL PLANS ARE BY THE STUD SUPPLIER.

WINDOWS AT GRID A

DOOR AT GRID A

NOTE:

FOR ALTERNATES

SEE ARCH. PLAN SHEET A1

W10x15

W10x15

Dwg. 43 of 117

C L

20/A18

9'-6" 5'-3" 5'-3" 9'-6"

3' -3

-B

9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-4"9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-4" 9'-8" 9'-8"

403 CENTER AVENUE, SUITE 300

MOORHEAD, MN 56560

IMAGE GROUP INC.

OBERMILLER NELSON ENGINEERING, Mechanical Engineers

IMAGE GROUP INC., Architecture & Interiors

MBN ENGINEERS, Electrical Engineers

SOLIEN & LARSON, PC, Structural Engineers

CONSULTING STRUCTURAL ENGINEERS

3330 FIECHTNER DRIVE, SUITE 206

TELEPHONE (701) 235-5593 FAX (701) 235-5594

FARGO, NORTH DAKOTA 58103

ARSON, PC

OLIEN &

2'-4 3/16"1'-7 1/8"

4'-6" VERIFY

W10x15

W x

W10x15

12 7/16" 2 3/16"

1'-4 1/8"

S3

W6x15

BELOW DECK

3/4" STEEL

TABLE BASE

ORIENTATION POINT

OF UROSCOPY

ACCESS TABLE

W6x15

BELOW DECK

S3

1 DETAIL

SCALE: 1/2" = 1'-0

S3

2 DETAIL

SCALE: 1" = 1'-0

1/2"Ø A-307

THRU-BOLTS

W6x15 TABLE

PLATE SUPPORT

SPAN GRID

10 TO 11

AS SHOWN

1-#4 VERT. - FULL HEIGHT

EACH SIDE OF OPENING

W10x22

1 3 5 7 11 13 14108

B

A

4.2 5.8 9 9.2 12 12.2 15.215

W x

W x

SPLICE

W x

W10x15

W10x15

12"

S P L I C E

S P L I C E

12"

A B O V E

S7

TS

x5 x1 /4

SPLICE

" SPLICE

SPLICE

W x

W x

W x

W x

W x

SPLICE

C O L

A B V

C O L

A B V

H A N G E R

H A N G E R

C O L

A B V

H A N G E R

SPLICE

"SPLICE

B.

x3 /4 x1

S P L I C E

12"

S P L I C E

12"

S P L I C E

12"

S P L I C E

12"

H A N G E R

A B O V E

C O L U M N

H A N G E R

C O L

H A N G E R

A B O V E

C O L

W x

W x

W x

W x

W x

W x

SPLICE

H A N G E R

A B O V E

C O L

.SPLICE

H A N G E R

A B O V E

C O L

W x

C O L

TS

x5 x1 /4

B.

x1 x1

C O L

TS

x5 x1 /4

B.

x1 x1

C O L

TS

x5 x1 /4

B.

x1 x1

C O L

TS

x5 x1 /4

B.

x1 x1

C O L

TS

x5 x1 /4

B.

x1 x1

C O L U M N

TS

x5 x1 /4

B.

x1 x1

C O L

TS

x5 x1 /4

B.

x1 x1

C O L U M N

TS

x5 x1 /4

B.

x1 x1

C O L

TS

x5 x1 /4

B.

x1 x1

C O L U M N

W x

W10x15

W10x15

TS

x5 x1 /4

B.

x1 x1

C O L U M N

TS

x5 x1 /4

B.

x1 x1

C O L U M N

TS

x5 x1 /4

B.

x1 x1

C O L U M N

TS

x5 x1 /4

B.

x1 x1

C O L U M N

TS

x5 x1 /4

B.

x1 x1

C O L U M N

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL L1

LINTEL

L1

LINTEL

L1

LINTEL

L2

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

S7

E X I S T I N G

L I N T E L

1/8"=1'-0"

NEW SECOND FLOOR FRAMING PLAN ( ALTERNATE NO. 5 )

TS

x5 x1 /4

NOTE:

UNLESS NOTED OTHERWISE

TOP OF STEEL ELEV. 111'-7

1. =

FLOOR PLATE BY OTHERS.

30"x30"x1" DEEP RECESS FOR METAL

CONTRACTOR SHALL BOLT FLOOR PLATE BY

OTHERS TO W8x18 FLOOR BEAMS BELOW

PER MANUFACTURERS REQUIREMENTS.

S7

8DET.

W14x30 CONTIN. W14x30 W14x30 W14x30 W14x30 W14x30 W14x30 W14x30 CONTIN.CONTIN. CONTIN. CONTIN. CONTIN. CONTIN. S P L I C E

12"

S7

S7

3A

S7

2A

S7

1A

S7

1A

S7

2A

S7

3A

S7

8 DET.

O.H.

24"Ø CAST STONE COLUMN COVERS

(6 LOCATIONS)

W10x22

2-1/2"Ø HILTI HIT HY20 ADHESIVE ANCHORS

L 4x3 1/2x1/4 - W/ 1" VERT. SLOTS FOR

(SCREEN TUBES AS REQUIRED)

W10x15

W10x15

3' -3

-B

-C

C L

9'-6" 5'-3" 5'-3" 9'-6"

11'-0"11'-0" 13'-5" 13'-0" 10'-5" 12'-2"12'-0"

2'-10"

(VERIFY) 11'-10"13'-0"13'-0"11'-0"13'-0"8'-0" 13'-0"

1'-7"1'-7"1'-7"2'-0"2'-0"

C A N T

W x

W10x22

W10x22

W10x22

W10x22

W10x22

W10x15

E

F

C

D

C A N T

W x

C A N T

W x

C A N T

W x

C A N T

C A N T

C A N T

W x

W x

W10x15

W10x15

W10x15

W10x15

S7

C O L U M N

TS

x5 x5 /1

C O L U M N

TS

x6 x1 /4

SPLICE

"W x o c

W x

C A N T

W x

W x

W x

W x

W x

W x

W x

W x

C A N T

C A N T

C A N T

C A N T

C A N T

DECK BEARING

L 3 1/x3 1/2x1/4

AS REQUIRED

CANT.

CANT.

INTO EXISTING CONCRETE SPANDREL BEAM

5/8"Ø HILTI HIT HY150 ADHESIVE ANCHORS (7 1/2" EMBED) @ 24" o.c.

1" VERTICAL SLOTS IN WEB FOR

C8x11.5 CONTINUOUS @ EXISTING WALL W/

INTO EXISTING CONCRETE SPANDREL BEAM

5/8"Ø HILTI HIT HY150 ADHESIVE ANCHORS (7 1/2" EMBED) @ 24" o.c.

1" VERTICAL SLOTS IN WEB FOR

C8x11.5 CONTINUOUS @ EXISTING WALL W/

C A N T

C A N T

H A N G E R

H A N G E R

H A N G E R

C O L

A B V

C O L

A B V

H A N G E R C

O L

A B V

H A N G E R

C O L

A B V

H A N G E R

C O L

A B V

H A N G E R

C O L

A B V

H A N G E R

SPLICE

SPLICE

"SPLICE

"H

A N G E R

SPLICE

SPLICE

S7

W x o c

W x o c

W x o c

W x o c

W x o c

W x o c

W x o c

W x o c

W x o c

W x o c

W x o c

C O L U M N

TS

x5 x1 /4

C O L U M N

TS

x6 x1 /4

C O L U M N

TS

x6 x1 /4

C O L U M N

TS

x6 x1 /4

C O L U M N

TS

x6 x1 /4

C O L U M N

TS

x6 x1 /4

C O L U M N

TS

x6 x1 /4

C O L U M N

TS

x6 x5 /1

C O L U M N

TS

x6 x5 /1

C O L U M N

TS

x6 x5 /1

C O L U M N

TS

x6 x5 /1

C O L U M N

TS

x6 x5 /1

C O L U M N

TS

x6 x5 /1

D.3

SPLICE

C O L U M N

TS 5x5x1/4

W x

S7

SPLICE

W x

TS

x5 x1 /4

C O N C

O V E R

G A

C O M P O S I T E

D E C K

R E I N F

E A

W A Y

1.

C10x15

C10x15

S7

S7

S7

S7

S7

SIM.

W x o c

W8x18

W8x18

W10x15

S7

S7

W10x15

ORIENTATION POINT

OF UROSCOPY

ACCESS TABLE

4'-6"

W6x15 TABLE

PLATE SUPPORT

S3

1 DET.

4'-9"

1/

2"

May 28, 2010

Fargo, ND 58102

2101 Elm Street North

Medical Center

Dept. of Veterans Affairs

Revisions Date

Building No. AutoCAD File Name

VA Project No.

Drawing Title

Contract No.

V e t e r a n s

A f f a i r s

Location

VA MEDICAL CENTER

FARGO, ND

Drawn By

REPLACEMENT OPERATING ROOMS

Checked ByDesigned By

Project Title Date

Scale:

D e p a r t m e n t o f

VA MEDICAL CENTER

RPD PRS437-308

NEW ROOF FRAMING PLANS,

RPD

KEY PLAN

VA 263-P-0587

VA 263-C-

9 09116-S4.dwg

1 3 5 7 11 13 14108642

B

A

4.2 5.8

9.2

12.2 15.2

CO

L.

T S 5x 5x 1/

H A N G E RTS 5x5x1/4

C O L U M N

4 1/2" - E450 16 GA. EPIC W DECK OR EQUAL

FASTEN W/ 2-3/4"Ø PUDDLE WELDS PER 18" WIDE UNIT

SIDELAPS - 1 1/4" LONG FILLET WELD @ 36" o.c.

H A N G E R

H A N G E R

CO

L.

T S 5x 5x 1/

C O L U M N

TS

x5 x1 /4

CO

L.

T S 5x 5x 1/

CO

L.

T S 5x 5x 1/

CO

L.

T S 5x 5x 1/

CO

L.

T S 5x 5x 1/

C O L U M N

TS

x5 x1 /4

C O L U M N

TS

x5 x1 /4

CO

L.

T S 5x 5x 1/

C O L U M N

TS

x5 x1 /4

C O L U M N

TS

x5 x1 /4

C O L U M N

TS

x5 x1 /4

COL. TS 5x5x1/4 C O L U M N

TS

x5 x1 /4

Drawing No.

S4

LINTEL

L3

B E L O W

TS 6x6x5/16

B E L O W

TS 6x6x5/16

B E L O W

TS 6x6x5/16

B E L O W

H A N G E R

TS 6x6x5/16

B E L O W

H A N G E R

TS 6x6x5/16

⅊ 14x5/16

SPLICE

SPLICE

W16x40

SPLICE

SPLICE

"SPLICE

W8x31 &

W16x40 W16x40

CONTIN.CONTIN.

SPLICE

CONTIN.W8x31 &

W x

W x

W8x31 &CONTIN. CONTIN.

"SPLICE

SPLICE

12"

S P L I C E

12"

S P L I C E

CANT.CONTIN.W8x31 &

⅊ 14x5/16

W16x40

⅊ 14x5/16⅊ 14x5/16 W8x31 &

⅊ 14x5/16

OR AS INDICATED ON MANUFACT. DRAWINGS

"SPLICE SPLICE

⅊ 14x5/16

S P L I C E

CONTIN. W8x31 &

⅊ 14x5/16

12"

S P L I C E

W8x31 &

S8

CONTIN.CONTIN. W8x31 &

⅊ 14x5/16 CONTIN.CANT. W8x31 &

⅊ 14x5/16

12"

LINTEL

S P L I C E

12"

L1

LINTEL

L1

L1

LINTEL LINTEL

L1

S8

B R I C K

L I N T E L

L 4x 4x 1/

1/8"=1'-0"

NEW ROOF FRAMING PLAN ( BASE BID )

SPLICE

W x

NOTE:

UNLESS NOTED OTHERWISE

TOP OF STEEL ELEV. 124'-11

FRAME

C8x11.5

MECH. OP'G

SECTIONS, AND DETAILS

1 3 5 7 11 13 14108642

B

A

4.2 5.8

9.2

12.2 15.2

W x

H A N G E RTS 5x5x1/4

C O L U M N

4 1/2" - E450 16 GA. EPIC W DECK OR EQUAL

FASTEN W/ 2-3/4"Ø PUDDLE WELDS PER 18" WIDE UNIT

SIDELAPS - 1 1/4" LONG FILLET WELD @ 36" o.c.

H A N G E R

H A N G E R

W x

15'-0"

20.3 PSF

SLIDING SNOW

C O L U M N

TS

x5 x1 /4 C

O L U M N

TS 5x5x1/4 C O L U M N

TS

x5 x1 /4

C O L U M N

TS

x5 x1 /4

C O L U M N

TS

x5 x1 /4

C O L U M N

TS

x5 x1 /4

C O L U M N

TS

x5 x1 /4

C O L U M N

TS

x5 x1 /4

COL. TS 5x5x1/4

C O L U M N

TS 5x5x1/4

LINTEL

L2

B E L O W

TS 6x6x5/16

B E L O W

TS 6x6x5/16

B E L O W

TS 6x6x5/16

B E L O W

H A N G E R

TS 6x6x5/16

B E L O W

H A N G E R

TS 6x6x5/16

B E L O W

H A N G E R

TS 6x6x5/16

H A N G E R

TS 6x6x5/16

B E L O W

H A N G E R

TS 6x6x5/16

B E L O W

W16x40

SPLICE

W16x40 W16x40 W16x40

S8

OR AS INDICATED ON MANUFACT. DRAWINGS

S8

LINTEL

L1

S8

S8

B R I C K

L I N T E L

L x x

B R I C K

L I N T E L

L 4x

4x 1/

1/8"=1'-0"

NEW ROOF FRAMING PLAN ( ALTERNATE NO. 5 )

SPLICE

W x

NOTE:

UNLESS NOTED OTHERWISE

TOP OF STEEL ELEV. 124'-11

FRAME

C8x11.5

MECH. OP'G FRAME

C8x11.5

MECH. OP'G

S8

17DET.

S8

⅊ 14x5/16

W8x31 &CONTIN. CONTIN.S8

E:

\A ca d\

Dw g\

6- S4

.d wg

0:

am

W16x40

W16x40

S8

1A 3A

S8

2A

S8

S8

1A2A

S8

C O L U M N

TS

x5 x1 /4

3A

S8

S8

S8

S8

S8

S8

W x

W x

SPLICE

W x x

W x x

W x x

W x x

LINTEL

L1

LINTEL

L1

LINTEL

L1 LINTEL

L1

LINTEL

L1

W x x

W x x

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL L1

LINTEL L1 LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL

L1

LINTEL L1 LINTEL L1

12"

S P L I C E

CO

L.

T S 6x 6x 1/

Bs x5 /8 x1 W/

4- 3/ 4" Ø A-

BO

LT

S

-B

-C

T Y P

G R I D S

B

C

CO

L.

T S 6x 6x 1/

Bs⅊ x5/ 8x1

2 W

4- 3/ 4" Ø A-

BO

LT

S

TY

P.

GR

ID

S -B

-C

W8x13W8x13W8x13W8x13W8x13W8x13W8x13W8x13W8x13W8x13W8x13 W8x13 W8x13

20.3 PSF

SLIDING SNOW

8'-0"

41 PSF

SNOW DRIFT

S7

8 DET.

O.H.

SIM.

W x

W12x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26 W16x26

W12x26

S7

8DET.

SIM.

S7

8 DET.

O.H.

SIM.

W x

W12x26 W12x26 W12x26 W12x26 W12x26 W12x26 W12x26 W12x26 W12x26

W12x26

S7

8DET.

SIM.

CO

L.

T S 5x 5x 1/

CO

L.

T S 5x 5x 1/

CO

L.

T S 5x 5x 1/

CO

L.

T S 5x 5x 1/

1134"

TS BOOM SUPPORT

BEAMS BETWEEN

W24 ROOF BEAMS

L 3x3x3/8 FRAME (BOTTOM)

WELD @ CORNERS BOTH LEGS

L 2 1/2x2 1/2x1/4

VERT. @ EA. CORNER

WELD TO FRAME BELOW

S4

1 DETAIL

SCALE: 1" = 1'-0

NOTE: TYPICAL @ RECTANGULAR PLATES

S4

1758"

EL. 124'-11

(VERIFY)

L 3x3x1/4 (CROSS BRACES)

2 LOCATIONS

L 2x2x1/4 ANGLE BRACES

IN 2 PRINCIPAL DIRECTIONS

⅊ 21x3/4x25

BY OTHERS

(THRU-BOLT TO ANGLES)

L 3x3x3/8 FRAME

TS BEAM SUPPORT BEAMS

BETWEEN W24 ROOF BEAMS

L 2 1/2x2 1/2x1/4 VERT.s @ EA. CORNER

CEILING

S4

2 SECTION

SCALE: 1" = 1'-0

TYP.

-B

-C

Dwg. 44 of 117

CO

L.

T S 6x 6x 1/

Bs⅊ x5/ 8x1

2 W

4- 3/ 4" Ø A-

BO

LT

S

TY

P.

GR

ID

S -B

-C

3"Ø STD. PIPE

-TYP. (15 LOC.)

3"Ø STD. PIPE

-TYP. (15 LOC.)

3" Ø

ST

D.

P

IP

E

-T

YP

(1

LO

C.

24"Ø CAST STONE

CONC. COL. COVERS

BASE BID AND ALTERNATE

BASE ⅊ 12x5/8x12 W/ 4-3/4"Ø A-307 A.B.'s (8" EMBED)

1/2" CAP ⅊

TS 6x6x1/4 COLUMN - TYP.

EIFS COVER - ALT. NO. 4

NOTE:

FOR ALTERNATES

SEE ARCH. PLAN SHEET A1

24"Ø CAST STONE COLUMN COVERS

(6 LOCATIONS)

11'-0"11'-0" 13'-5" 13'-0" 10'-5" 12'-2"12'-0"

2'-10"

(VERIFY) 11'-10"13'-0"13'-0"11'-0"13'-0"8'-0" 13'-0"

1'-7"1'-7"1'-7"2'-0"2'-0"

11'-0"11'-0" 13'-5" 13'-0" 10'-5" 12'-2"12'-0"

2'-10"

(VERIFY) 11'-10"13'-0"13'-0"11'-0"13'-0"8'-0" 13'-0"

1'-7"1'-7"1'-7"2'-0"2'-0"

14 15

W x

W x

C O L U M N

TS

x5 x1 /4

C O L U M N

TS

x5 x1 /4

24'-4"

4'-9" 7'-5"6'-11" 3'-9"

C L

TABLE

4'-0"4'-0"

W x

W x

4'-0"

W x

5'-0"

W x

W8x18 W8x18

W8x18 W8x18

W8x21

BOSS

W8x21

BOSS

3"

TO GRID 13

TO GRID 13

E

403 CENTER AVENUE, SUITE 300

MOORHEAD, MN 56560

IMAGE GROUP INC.

OBERMILLER NELSON ENGINEERING, Mechanical Engineers

IMAGE GROUP INC., Architecture & Interiors

MBN ENGINEERS, Electrical Engineers

SOLIEN & LARSON, PC, Structural Engineers

CONSULTING STRUCTURAL ENGINEERS

3330 FIECHTNER DRIVE, SUITE 206

TELEPHONE (701) 235-5593 FAX (701) 235-5594

FARGO, NORTH DAKOTA 58103

ARSON, PC

OLIEN &

U N I S T R U T

B Y

O T H E R S

S8

S8

S8

S8

S8

21 S8

W x

(8

EM

BE

D)

(8"

EM

BED

AS SHOWN

S8

S8

C L

T A B L E

E

F

C

D

C A N T

C A N T

C A N T

W x

C A N T

C A N T .C A N T

W x

H A N G E R

H A N G E

R TS

x6 x5 /1

H A N G E R

B E L O W

B E L O W

B E L O W

B E L O W

8'-0"

15'-0"

W x

W x

W x

41 PSF

SNOW DRIFT

20.3 PSF

SLIDING SNOW

P S F

S N O W

D R I F T

P S F

S L I D I N G

S N O W

C A N T

N O

P U R L I N S

C O L U M N

TS

x5 x1 /4

C O L U M N

TS

x5 x1 /4

C O L U M N

TS

x5 x1 /4

C O L U M N

TS

x5 x1 /4

C O L U M N

TS

x5 x1 /4

C O L U M N

TS

x5 x1 /4

C O L U M N

TS

x5 x1 /4

C O L U M N

TS

x5 x1 /4

C O L U M N

TS

x5 x1 /4

C O L U M N

TS

x5 x1 /4

C O L U M N

C A N T

C A N T

C A N T

D.3

SPLICE

C O L U M N

TS 5x5x1/4 W x

IN-FILL

TS

x6 x5 /1

TS

x6 x5 /1

S8

S8

NOTE:@ NEW ROOF ACCESS DOOR (NEAR 2)

USE BRICK LINTEL L 4x4x1/4

BRICK LINTEL

L 7x4x3/8

BRICK LINTEL

L 7x4x3/8

BRICK LINTEL

L 4x4x1/4

BRICK LINTEL

L 7x4x3/8

S8

W x

SPLICE

W x

TS

x5 x1 /4

C A N T

C O L U M N

FRAME

C8x11.5

FRAME

C8x11.5

MECH. OP'G

S8

DUCT OPENING

THRU BEAM

DUCT OPENING

THRU BEAM

24"x12"

DUCT OPENING

THRU BEAM

16"x12"

DUCT OPENING

THRU BEAM

14"x12"

-SEE SECT. 11/S8

-SEE SECT. 11/S8

S8

S8

S8

S8

W6x15

W6x15

May 28, 2010

15'-0"

20.3 PSF

SLIDING SNOW

B E L O W

H A N G E R

TS 6x6x5/16

H A N G E R

TS 6x6x5/16

B E L O W

H A N G E R

TS 6x6x5/16

B E L O W

S8

B R I C K

L I N T E L

L x x

FRAME

C8x11.5

MECH. OP'G

8'-0"

41 PSF

SNOW DRIFT

C A N T

C A N T

H A N G E R

B E L O W

W x

W x

W x

W x

TS

x5 x1 /4

C O L U M N

TS

x5 x1 /4

C O L U M N

TS

x5 x1 /4

C O L U M N

TS

x5 x1 /4

C O L U M N

TS

x5 x1 /4

C A N T

C A N T

LINTEL L

TS

x6 x5 /1

S8

S8

DUCT OP'G THRU BM.

18"x12"

S8

16 W8x18

W8x18

W x

W x

M O D U L A R

C H A N N E L

U N I T

U N I S T R U T

E Q U I P M E N T

S U P P O R T

A N C H O R

T O

B E A M S

S8

W6x15

W6x15

W8x18

W8x18

W x

W x

W8x18

BOSS

W x

W6x15

W6x15

W6x15

W6x15

W6x15

W6x15

H A N G E R

W x

D E C K

S P A N S

B E T W E E N

B E A M S

T Y P I C A L

S8

W6x15

W6x15

W6x15

W6x15

DUCT OPENING

THRU BEAM

14"x12"

TS

x6 x5 /1

S8

W x

TS

x6 x5 /1

H A N G E R

B E L O W

W x

W x

W x

S8

MECH. OP'G

16"x12"

TS 5x3x1/4

S4

1DET.

-SEE SECT. 11/S8

S8

W6x15W6x15

W6x15 W6x15

W6x15

W6x15

W6x15

W6x15

TS 5x3x1/4 W6x15

W6x15

1/4"=1'-0"

PARTIAL ROOF FRAMING PLAN

NOTE:

UNLESS NOTED OTHERWISE

TOP OF STEEL ELEV. 124'-11

Drawing Title

Contract No.

V e t e r a n s

A f f a i r s

Location

VA MEDICAL CENTER

FARGO, ND

Drawn By

REPLACEMENT OPERATING ROOMS

Checked ByDesigned By

Project Title

Drawing No.

Date

Scale:

D e p a r t m e n t o f

VA MEDICAL CENTER

RPD PRS437-308

FOUNDATION SECTIONS

S5

RPD

VA 263-P-0587

VA 263-C-

9 09116-S5.dwg

4"Ø DRAIN TILE

IN PEA ROCK

4"Ø DRAIN TILE

IN PEA ROCK

T.O. SLAB

EL. 86'-6

T.O. FTG.

EL. 85'-2

4"Ø DRAIN TILE

IN PEA ROCK

RUBBER

WATER STOP

2'-9"

12"

CONC. 4'-0" 24" CONC. FND.

WALL BEYOND

FTG. 10'-2"x14"

18-#4 LONGIT - 1/2 TOP / 1/2 BOTT.

#6@12" TRANSV. BOTTOM

#5@12" TRANSV. TOP

EACH FACE

#5@12" DOWELS

O.S. FACE

#4@18" VERT.

#4@12" HORIZ.

RUBBER

WATER STOP

5"

GRADE REINF. W/

4" CONC. SLAB ON

#4@24" EA. WAY

SLOPE TO DRAIN

I.S. FACE

#5@12" VERT.

RIGID POLYSTYRENE

INSUL. - SEE ARCH.

2-#4 DOWELS

DRILL-IN &

GROUT TIGHT

4" CONC. SLAB ON

GRADE - REINF. W/

#4@24" EA. WAY

S5

1A SECTION

SCALE: 1/2" = 1'-0

A

4'-0" 3'-6"6"

T.O. FTG.

EL. 85'-2

T.O. SLAB

EL. 86'-6

4"Ø DRAIN TILE

IN PEA ROCK

FTG. 10'-2"x14"

18-#4 LONGIT - 1/2 TOP / 1/2 BOTT.

#6@10" TRANSV. BOTTOM

#5@12" TRANSV. TOP

GRADE REINF. W/

4" CONC. SLAB ON

SLOPE TO DRAIN

I.S. FACE

#5@12" VERT.

I.S. FACE

#5@12" VERT/DWLS

EACH FACE

O.S. FACE

#4@18" VERT.

#4@12" HORIZ.

RUBBER

WATER STOP

RIGID POLYSTYRENE

INSUL. - SEE ARCH.

EACH FACE

#4@12" DOWELS

#4@18" VERT.

EACH FACE

#4@12" HORIZ.

#4@48" SLAB DOWELS

DRILL-IN &

GROUT TIGHT

4" CONC. SLAB ON

GRADE - REINF. W/

#4@24" EA. WAY

S5

1 SECTION

SCALE: 1/2" = 1'-0

4'-0"

12"

CONC.

3'-6"6"

T.O. FTG.

EL. 85'-2 (2A/S5)

T.O. SLAB

EL. 86'-6 (2a/S5)

FTG. 10'-2"x14"

18-#4 LONGIT - 1/2 TOP / 1/2 BOTT.

#6@10" TRANSV. BOTTOM

#5@12" TRANSV. TOP

14"

CONC.

DOWELS

#4@12"

EACH FACE

EACH FACE

#4@18" VERT.

#4@12" HORIZ.

RUBBER

WATER STOP

EACH FACE

#4@12" DOWELS

#5@12" VERT.

I.S. FACE

#4@12" HORIZ.

#4@48" SLAB DOWELS

DRILL-IN &

GROUT TIGHT

4" CONC. SLAB ON

GRADE - REINF. W/

#4@24" EA. WAY

S5

2 SECTION

SCALE: 1/2" = 1'-0S5

EL. 87'-8 (5A/S5)

EL. 89'-0 (5a/S5)

O.S. FACE

#4@18" VERT.

ENG. FILL TO

LEVEL OF

EXTERIOR

BACK-FILL

RUBBER

WATER STOP

T.O. FTG.

EL. 85'-2

T.O. SLAB

EL. 86'-6

4"Ø DRAIN TILE

IN PEA ROCK

FTG 7'-6"x14"

8-#5 LONGIT.

#6@12" TRANSV.

4"Ø DRAIN TILE

IN PEA ROCK

RUBBER

WATER STOP

EACH FACE

#5@12" HORIZ.

EACH FACE

#5@18" VERT.

EACH FACE

#5@18" DOWELS

24"

CONC.

#4@48" SLAB DOWELS

DRILL-IN & GROUT TIGHT

4" CONC. SLAB ON

GRADE - REINF. W/

#4@24" EA. WAY

S5

2A SECTION

SCALE: 1/2" = 1'-0

T.O. FTG.

EL. 87'-8

T.O. SLAB

EL. 89'-0

4"Ø DRAIN TILE

IN PEA ROCK

EACH FACE

#5@12" HORIZ.

EACH FACE

#5@18" VERT.

EACH FACE

#5@18" DOWELS

#4@48" SLAB DOWELS

DRILL-IN &

GROUT TIGHT

4" CONC. SLAB ON

GRADE - REINF. W/

#4@24" EA. WAY

A

14" DEEP CONC. MAT FOOTING

SEE PLAN FOR DIMENSIONS

4"Ø DRAIN TILE

IN PEA ROCK

HORIZ.

#4@12"

HORIZ.

#4@12"

#4@18"

VERT/DWLS

#4@18"

VERT/DWLS

S5

3 SECTION

SCALE: 1/2" = 1'-0S5

3A

8" CMU - REINF. W/

#4@24" VERT./DWLS

4"Ø DRAIN TILE

HORIZ.

#4@18" DOWELS

#4@18"

VERT.

#4@12"

8" CONC. 4'-9"

VERIFY W/ ELEV. MANUF.

SILL ANGLE &

ATTACHMENT BY

LIFT INSTALLER

EL. 84'-6

4"Ø DRAIN TILE

7'-7x15'-2x14" CONC. FOOTING

REINF. W/ #5x12" EA. WAY

ELEV. EQUIPMENT

BY ELEV. MFGR./INSTALLER

4" CONC. SLAB ON

GRADE - REINF. W/

#4@24" EA. WAY

#4@18" DOWELS

4" CONC. SLAB ON

GRADE - REINF. W/

#4@24" EA. WAY

#4@18" DOWELS

EL. 89'-0

8" CONC.

HORIZ.

#4@18"

VERT.

#4@18" DOWELS

#4@12"

WATER STOP

TOP & BOTTOM

9" 9"

WATER STOP

S5

4 SECTION

SCALE: 1/2" = 1'-0

T.O. FTG.

EL. 87'-8

T.O. SLAB

EL. 89'-0

4"Ø DRAIN TILE

IN PEA ROCK

SEE PLAN FOR SIZE

& REINF.

4"Ø DRAIN TILE

IN PEA ROCK

RUBBER

WATER STOP

EACH FACE

#5@12" HORIZ.

EACH FACE

#5@18" VERT.

EACH FACE

#5@18" DOWELS

24"

CONC.

#4@48" SLAB DOWELS

DRILL-IN &

GROUT TIGHT

4" CONC. SLAB ON

GRADE - REINF. W/

#4@24" EA. WAY

A

S5

5A SECTION

SCALE: 1/2" = 1'-0

ISOLATION

DIAMOND

JT. @ PIER

4" CONC. SLAB ON

GRADE - REINF. W/

#4@24" o.c. EA. WAY

T.O. SLAB

EL. 86'-6

SEE PLAN FOR SIZE & REINF.

T.O. PIER

EL. 88'-4

COL. & B. ⅊ SEE PLAN

3/4" NON-SHRINK GROUT

E M B E D

4-3/4"Ø A-307 A-BOLTS

4" CONC. SLAB ON

GRADE - REINF. W/

#4@24" o.c. EA. WAY

S5

6 SECTION

SCALE: 1/2" = 1'-0

GRID

PIER `P1'

T.O. FTG.

EL. 85'-2

EL. 86'-6

EL. 89'-0

1'-4"

4" CONC. SLAB ON

GRADE - REINF. W/

#4@24" EA. WAY

4" CONC. SLAB ON

GRADE - REINF. W/

#4@24" EA. WAY

2-#4

LONGIT.

#4@18" DOWELS

#4@12" HORIZ.

#4@18" VERT./DOWELS

S5

7 SECTION

SCALE: 1/2" = 1'-0

STEEL STUD

PARTITION WALL

-SEE ARCH.

8" CONC.

4"Ø DRAIN TILE

IN PEA ROCK

RUBBER

WATER STOP

ISOLATION

DIAMOND

JT. @ PIER

4" CONC. SLAB ON

GRADE - REINF. W/

#4@24" o.c. EA. WAY

T.O. SLAB

EL. 89'-0

SEE PLAN FOR SIZE & REINF.

T.O. PIER

EL. 88'-4

COL. & B. ⅊ SEE PLAN

3/4" NON-SHRINK GROUT

E M B E D

4-3/4"Ø A-307 A-BOLTS

4" CONC. SLAB ON

GRADE - REINF. W/

#4@24" o.c. EA. WAY

S5

8 SECTION

SCALE: 1/2" = 1'-0

GRID

T.O. FTG.

EL. 87'-8

S5

9 SECTION

SCALE: 1/2" = 1'-0

EXISTING

FOUNDATION

WALL

EL. 89'-0

T.O. SLAB

ASPHALT COATED L 4x4x5/16

ATTACH TO EXIST. FOUNDATION

WALL W/ 5/8"Ø STAINLESS EXP. ANCHORS

@ 24" o.c. (STD. EMBED)

TYP. @ NEW DOOR OPENINGS INTO EXISTING

S5

11 SECTION

SCALE: 1/2" = 1'-0

9"

T O

2-#4 LONGIT.

T O

R E C E S S

V E R I F Y

S E E

A R C H

EL. 89'-0

4" CONC. SLAB ON GRADE

REINF. W/ #4@24" EA. WAY

#4@24"

DOWELS

S5 SCALE: 1/2" = 1'-0

T.O. FTG.

EL. 84'-6

EL. 86.33'

(VERIFY)

EL. 89.00'

FTG. 6'-6"x13'-6"x20"

15-#6 EA. WAY

EL. 89'-0

9"

CONC. PILAST.

18"x18" (P1)

4-#9 VERT.

#3@18" TIES

4-#8 DOWELS

EXISTING FOOTING

7'-7 3/4"

(VERIFY)

15 SECTION

9"

LEAN MIX

CONC. MIX AS REQUIRED

BASE ⅊

14"x118"x14"

COLUMN

TS 8x8x5/16

T.O. FTG.

EL. 84'-6

FTG. 6'-6"x13'-6"x20"

15-#6 EA. WAY

EL. 89'-0

8"

EL. 89.00'

(VERIFY)

7'-7 3/4"

S5

16 SECTION

SCALE: 1/2" = 1'-0

134"

4" CONC. SLAB ON GRADE

REINF. W/ #4@24" o.c. EA. WAY

EL. 87.58'

EL. 84'-6

EACH FACE

#4@18" VERT./DWLS.

EACH FACE

#4@12" HORIZ.

12" CONC. MAT FOUNDATION

#5@12" EA. WAY

TOP & BOTTOM

HORIZ.

#4@12"

DOWELS

#4@16"

VERT./DWLS.

#4@12"

8" CONC. 6'-10" 12" CONC.

* NOTE *

EXCAVATE AND INSTALL

UNDERPIN FOOTING

AND FOUNDATION

WALL-IF SIGNIFICANT

FILL IS LOST BELOW

EXIST. FLOOR SLAB.

POUR LEAN MIX

CONCRETE TO FILL

THE VOID AND VERT.

SAW-CUT FOR

UNDERPIN FOOTING

AND WALL INSTALL.

SILL ANGLE &

ATTACHMENT BY

LIFT INSTALLER

#4@16

DOWELS

RUBBER

WATER STOP

RUBBER

WATER STOP

4" CONC. SLAB ON

GRADE - REINF. W/

#4@24" EA. WAY

ISOLATION

DIAMOND

JT. @ PIER

* NOTE *

EXCAVATE AND INSTALL

UNDERPIN FOOTING

AND FOUNDATION

WALL-IF SIGNIFICANT

FILL IS LOST BELOW

EXIST. FLOOR SLAB.

POUR LEAN MIX

CONCRETE TO FILL

THE VOID AND VERT.

SAW-CUT FOR

UNDERPIN FOOTING

AND WALL INSTALL.

S5

10 SECTION

SCALE: 1/2" = 1'-0

T.O. FTG.

EL. 87'-8

EL. 89'-0

`P1' PIER 18"x18"

4-#9 VERT./DOWELS

#3@18" TIES

COL. & B.⅊ (SEE PLAN)

3/4" NON-

4-3/4"Ø A-307 A-BOLTS

5" ENTO FOOTING

12'-5 1/4"

(VERIFY)

EXISTING

FOOTING

FIELD VERIFY SEE PLAN FOR SIZE

& REINF.

11"

T.O. SLAB

4" CONC. SLAB ON

GRADE - REINF. W/

#4@24" EA. WAY

4" CONC. SLAB ON

GRADE - REINF. W/

#4@24" EA. WAY

ISOLATION

DIAMOND

JT. @ PIER

6'-0

7'-0

2'-2" 8" 6'-2" 8" 5'-11" 2'-0" 2'-9"

1'-7" 8" 6'-2" 8" 5'-11" 2'-0" 3'-6" 3/S5 (20'-6" FTG.)

(AS NOTED)

3A/S5 (20'-4" FTG.)

(AS SHOWN)

Revisions Date KEY PLAN

Fargo, ND 58102

2101 Elm Street North

Medical Center

Dept. of Veterans Affairs

E:

\A ca d\

Dw g\

6- S5

.d wg

0:

am

4"Ø DRAIN TILE4"Ø DRAIN TILE

( BASE BID & ALT. NO 4 )

( ALTERNATE NO. 5 )

4"Ø

DRAIN

TILE

#4@24" EA. WAY

RUBBER

WATER STOP

4"Ø DRAIN TILE

IN PEA ROCK

4"Ø DRAIN TILE

IN PEA ROCK

RUBBER

WATER STOP

`P1' PIER 18"x18"

4-#9 VERT./DWLS

#3@18" TIES

N.T.S.N.T.S.

( ALTERNATE NO. 5 )( BASE BID & ALT. NO 4 ) ( BASE BID & ALT. NO 4 )

( ALTERNATE NO. 5 )

12"

CONC.

14"

CONC.

A AA

2'-9"

E

Dwg. 45 of 117

PERIMETER ANGLE W/

1/2"Ø STUD ANCHORS

@ 24" o.c.

403 CENTER AVENUE, SUITE 300

MOORHEAD, MN 56560

IMAGE GROUP INC.

OBERMILLER NELSON ENGINEERING, Mechanical Engineers

IMAGE GROUP INC., Architecture & Interiors

MBN ENGINEERS, Electrical Engineers

SOLIEN & LARSON, PC, Structural Engineers

CONSULTING STRUCTURAL ENGINEERS

3330 FIECHTNER DRIVE, SUITE 206

TELEPHONE (701) 235-5593 FAX (701) 235-5594

FARGO, NORTH DAKOTA 58103

ARSON, PC

OLIEN &

E M B E D

I N T O

F T G

SHRINK GROUT

STAINLESS STEEL

L 2x2x1/4

4"

NON-SHRINK GROUT

AS SHOWN

May 28, 2010

( ALTERNATE NO. 5 )

EL. 86'-6

EL. 89'-0

1'-4"

4" CONC. SLAB ON

GRADE - REINF. W/

#4@24" EA. WAY

2-#4

LONGIT.

#4@12" DOWELS

#4@12" HORIZ.

#4@18" VERT./DWLS

S5

14 SECTION

SCALE: 1/2" = 1'-0

8" CONC.

SLOPE

5" CONC. SLAB ON

GRADE - REINF. W/

#4@12" EA. WAY

#4@18" DOWELS

T.O. SLAB

EL. 86'-6

COMPACTED

ENG. FILL

EL. 86'-6

EL. 89'-0

4" CONC. SLAB ON

GRADE - REINF. W/

#4@24" EA. WAY

4" CONC. SLAB ON

GRADE - REINF. W/

#4@24" EA. WAY

2-#4

LONGIT.

#4@18" DOWELS

#4@12" HORIZ.

#4@18" VERT./DOWELS

S5

13 SECTION

SCALE: 1/2" = 1'-0

8" CONC.

48"

STAIR

60"

RAMP

16" 16" 16"

EL. 86'-6

EL. 89'-0

2-#4

LONGIT.

#4@12"

DOWELS

1-#4

HORIZ.

2-#4 HORIZ.

#4@18"

#4@12" DOWELS

#4@12"

EA. WAY

#4@12"

EA. WAY

2-#4

LONGIT.

#4@12" DOWELS

4"Ø DRAIN TILE

IN PEA ROCK

RUBBER

WATER STOP

ENG. FILL

STEEL STUD

PARTITION WALL

-SEE ARCH.

VERT./DOWELS

EL. 89'-0

EL. 86'-0

R I S E R S

5 TREADS @

11" = 55"

16" 2-#4

LONGIT.

4" CONC. SLAB ON

GRADE - REINF. W/

#4@24" EA. WAY

#4@12"

EA. WAY

4" CONC. SLAB ON

GRADE - REINF. W/

#4@24" EA. WAY

#4@12"

DOWELS

" #4@12"

DOWELS

S5

12 SECTION

SCALE: 1/2" = 1'-0

#3 @ EA. NOSING

4"Ø DRAIN TILE

RUBBER

WATER STOP

Drawing Title

Contract No.

V e t e r a n s

A f f a i r s

Location

VA MEDICAL CENTER

FARGO, ND

Drawn By

REPLACEMENT OPERATING ROOMS

Checked ByDesigned By

Project Title

Drawing No.

Date

Scale:

D e p a r t m e n t o f

VA MEDICAL CENTER

RPD PRS437-308

FOUNDATION SECTIONS

S6

RPD

VA 263-P-0587

VA 263-C-

9 09116-S6.dwg

CONCRETE

2 1/2" CONC. OVER

1 1/2"-18 GA. COMPOSITE DECK (4" TTL)

REINF. W/ #4@12" EA. WAY

T.O. STL.

EL. 99'-8

W12 BEAMS

EL. 100'-0

(VERIFY)

EXISTING

CONC.

FLOOR

EXISTING

S6

15 SECTION

SCALE: 1/2" = 1'-0

C10x15.3 CONTIN. W/

1 1/2" VERT. WEB SLOTS

ATTACH TO EXIST. WALL W/

ADHESIVE ANCHORS @ 24"o.c.

13Ø

1" VERT. SLOTS

IN WEB

7 1/2" EMBED

SPANDREL

BEAM

S6

12 SECTION

SCALE: 1/2" = 1'-0

T.O. STL.

EL. 99'-8

3"3" 3" 3" 3"3"

6-3/4"Ø

PLUG WELDS

6-3/4"Ø

PLUG WELDS

Ø

P L U G

W E L D S

⅊ 6x3/8

⅊ 6x3/8 W/

4-3/4"Ø A325 BOLTS

1/4" WEB ⅊

W/ 2-3/4"Ø

A325 BOLTS - TYP.

1/2" FIBER JOINT

(7 1/2" EMBED)

5/8"Ø HILTI HIT HY150

SEE PLAN

2-L 4x3 1/2x1/4

FIELD WELD TO

C10x15.3

2 1/2" CONC. OVER

1 1/2"-18 GA. COMPOSITE DECK (4" TTL)

REINF. W/ #4@12" EA. WAY

T.O. STL.

EL. 99'-8

EL. 100'-0

(VERIFY)

EXISTING

CONC.

FLOOR

EXISTING

CONCRETE

S6

SECTION14

SCALE: 1/2" = 1'-0

C10x15.3 CONTIN. W/

1 1/2" VERT. WEB SLOTS

ATTACH TO EXIST. WALL W/

ADHESIVE ANCHORS @ 24"o.c.

13Ø

1" VERT. SLOTS

IN WEB

7 1/2" EMBED

SPANDREL

BEAM

1/2" FIBER JOINT

(7 1/2" EMBED)

5/8"Ø HILTI HIT HY150

S6

11 SECTION

SCALE: 1/2" = 1'-0

T.O. STL.

EL. 99'-8

W10/W12 PURLINS

@ 8'-0 o.c.

1/4" WEB ⅊

W/ 2-3/4"Ø

A-325 BOLTS - TYP. COPE TOP FLANGE

AS REQ'D - TYP.

2 1/2" CONC. OVER

1 1/2"-18 GA. COMPOSITE DECK (4" TTL)

REINF. #4@12" EA. WAY

W12x BEAM

EXISTING

FOUNDATION

WALL

SAW-CUT DOUBLE

ANGLE LINTEL IN

8" BEARING EACH END

ATTACH BOTH SIDES W/

3-1/2"Ø EXP. ANCHORS

STD. EMBED & 4 1/2" EDGE DIST.

S6

SECTION13

SCALE: 1" = 1'-0

NOTE:

THROUGH EXISTING

TYPICAL AT OPENINGS

FOUNDATION WALLS

36"

S6

20 DETAIL OF P4

SCALE: 1/2" = 1'-0

18"

18"x20" CONC. PILAST.

4-#9 VERTICAL

#3@18" TIES

4-#9 DOWELS

S6

18A

SCALE: 1/2" = 1'-0

18"x18" CONC. PILAST.

4-#9 VERTICAL

#3@18" TIES

4-#9 DOWELS

S6

17 DETAIL OF P1

SCALE: 1/2" = 1'-0

GRID

GRID

A

GRID

42x60" CONC. PILAST.

12-#10 VERTICAL

#3@18" TIES

6-#10 DOWELS

9" 9"

C O N T R O L

J O I N T

CO

NS

TR

UC

TI

ON

O R

ISOLATION

JOINT

34"

S6

19 DETAIL OF P3

SCALE: 1/2" = 1'-0

40"

S6

21 DETAIL OF P5

SCALE: 1/2" = 1'-0

GRID

9" 9"

S6

SCALE: 1/2" = 1'-0

GRID

9" 9"

DETAIL OF P2A

18" 18"x32" CONC. PILAST.

6-#9 VERTICAL

#3@18" TIES

4-#9 DOWELS

A

DETAIL OF P2

34" 34"x32" CONC. PILAST.

10-#9 VERTICAL

#3@18" TIES

6-#9 DOWELS

A

GRID

8" SEE PLAN

GRID GRID

8" SEE PLAN

S6

19A DETAIL OF P3A

SCALE: 1/2" = 1'-0

34"x20" CONC. PILAST.

8-#9 VERTICAL

#3@18" TIES

4-#9 DOWELS

A

36"x20" CONC. PILAST.

8-#9 VERTICAL

#3@18" TIES

4-#9 DOWELS

A

GRID GRID

8"SEE PLAN

S6

20A DETAIL OF P4A

SCALE: 1/2" = 1'-0

36"x32" CONC. PILAST.

10-#9 VERTICAL

#3@18" TIES

6-#9 DOWELS

A

36"

GRID GRID

8"SEE PLAN

GRIDGRID

8"24"

GRIDGRID

8"

40"x20" CONC. PILAST.

8-#9 VERTICAL

#3@18" TIES

6-#9 DOWELS

A

40"

S6

21A DETAIL OF P5A

SCALE: 1/2" = 1'-0

GRIDGRID

8"24"

GRIDGRID

8"

40"x32" CONC. PILAST.

10-#9 VERTICAL

#3@18" TIES

6-#9 DOWELS

A

8"

A

GRID

42"

S6

22 DETAIL OF P6

SCALE: 1/2" = 1'-0

42"

42"x42" CONC. PILAST.

10-#10 VERTICAL

#3@18" TIES

6-#9 DOWELS

S6

23 DETAIL OF P7

SCALE: 1/2" = 1'-0

42"x42" CONC. PILAST.

10-#10 VERTICAL

#3@18" TIES

6-#9 DOWELS

S6

24 DETAIL OF P8

SCALE: 1/2" = 1'-0

13" 8" 21"

42"

8" 34"

Revisions Date KEY PLAN

Fargo, ND 58102

2101 Elm Street North

Medical Center

Dept. of Veterans Affairs

E:

\A ca d\

Dw g\

6- S6

.d wg

0:

am

2 1/2" CONC. OVER

W BEAM

1 1/2"-18 GA. COMPOSITE DECK (4" TTL)

EL. 99'-8

SEE PLAN

REINF. W/ #4@12" EA. WAY

T.O. STL.

S6

6 SECTION

SCALE: 1/2" = 1'-0

W10/W12 @ 8'-0 o.c.

WEB ⅊ 4x1/4 W/ 2-3/4"Ø

TS 6x6 COL.

8"x1/2" BASE ⅊ W/

W BEAM

SEE PLAN

T.O. STL.

EL. 99'-8

S6

7 SECTION

SCALE: 1/2" = 1'-0

W10/W12 @ 8'-0 o.c.

12"

S P L I C E

5/8" CAP ⅊

TS COLUMN

E

TS 8x8 COL.

812" B

W18x76

FAR SIDE

2 1/2" CONC. OVER

1 1/2"-18 GA. COMPOSITE DECK (4" TTL)

REINF. W/ #4@12" EA. WAY

A-325 BOLTS

FULL HEIGHT

1/4" CONN. ⅊/STIFF.

N.S. & F.S.

3/8" STIFF. ⅊

FULL HT.

4-3/4"Ø A-325 BOLTS

CAP ⅊ 10"x5/8" W/

4-3/4"Ø A-325 BOLTS

EACH SIDE

S6

1 SECTION

SCALE: 1/2" = 1'-0

A

2'-3"

4'-0"

20"

COL.

8" CONC.

CAST-STONE

(BASE BID)

#4@18" VERT.

O.S. FACE

14" CONC.

#5@12" VERT.

I.S. FACE

#4@12" HORIZ.

EACH FACE

COL. COVER

-SEE ARCH.

TS COL.

-SEE PLAN

BASE ⅊/A.B.

-SEE PLAN

1" NON-

TS COL.-SEE PLAN

BASE ⅊ 6x1/2 W/

4-3/4"Ø A-325 BOLTS

2 1/2" CONC. OVER 1 1/2-

18 GA. COMPOSITE DECK (4" TTL.)

REINF. W/ #4@12" o.c. EACH WAY

W12x26 BEAM

BRN'G ⅊ 12x3/4x12 W/

4-3/4"Ø STUD ANCHORS

(8" EMBED)

CONC. PILASTER

-SEE SCHEDULE

FOR REINF.

2'-3" 12"

EL. 100'-0

EL. 98'-7 3/4

TOP OF ⅊

10" CONC. OVER 2C18 GA

DECK (12" TTL.) REINF. W/

#5@12" BOTTOM

4-#5 TEMP. - TYP.

EL. 100'-0

( BASE BID & ALT. NO 4 )

-B

SEE ARCH.

FOR MASONRY

S6

1A SECTION

SCALE: 1/2" = 1'-0

A

4'-0"

MECHANICAL

MECH. WELL

12" CONC.

#4@18" VERT.

O.S. FACE

12"

CONC.

#5@12" VERT.

I.S. FACE

#4@12" HORIZ.

EACH FACE

TS COL.-SEE PLAN

BASE ⅊ 6x1/2 W/

4-3/4"Ø A-325 BOLTS

2 1/2" CONC. OVER 1 1/2-

18 GA. COMPOSITE DECK (4" TTL.)

REINF. W/ #4@12" o.c. EACH WAY

W12x26 BEAM

BRN'G ⅊ 12x3/4x12 W/

4-3/4"Ø STUD ANCHORS

(8" EMBED)

CONC. PILASTER

-SEE SCHEDULE

FOR REINF.

12"

EL. 100'-0

EL. 98'-7 3/4

TOP OF ⅊

( ALTERNATE NO. 5 )

EL. 96'-8

(VERIFY)

GALV. TRANSVERSE L 3x3x1/4 @ 5'-0 o.c. ±

WELD TO L 3x2 EACH END

CONTIN. GALV. L 3x2x1/4

ATTACH W/ 1/2"Ø STAINLESS

STEEL EPOXY ANCHORS @ 24"o.c.

SCREEN TUBES AS REQ'D

(4" EMBED)

32"

PILASTER

2 1/2" CONC. OVER

1 1/2"-18 GA. COMPOSITE DECK (4" TTL)

REINF. W/ #4@12" EA. WAY

T.O. STL.

EL. 99'-8

W10/W12

EL. 100'-0

(VERIFY)

EXISTING

CONC.

FLOOR

EXISTING

CONC. BM.

S6

5 SECTION

SCALE: 1/2" = 1'-0

1 - L 4x3 1/2x1/4

W/ 1" VERT. SLOTS

FOR 2-5/8"Ø

HILTI HIT HY150

ADHESIVE ANCHORS

(2 1/2" EMBED)

EL. 99'-8

W BEAM

SEE PLAN

T.O. STL.

2'-10"

(VERIFY)

EL. 100'-0

(VERIFY)

EXISTING

CONC.

FLOOR

EXISTING

CONC. BM.

S6

4 SECTION

SCALE: 1/2" = 1'-0

W10x15 @

8'-0 o.c.

8"

CONTIN. BENT

⅊ 1/4"x12"

2 1/2" CONC.

OVER 1 1/2"-18 GA.

COMPOSITE DECK (4" TTL)

W/ #4@12" EA. WAY

"4

REMOVE BRICK AS REQ'D

AT CONNECTION LOCATIONS

FOR INSTALL AND TO ALLOW

VERTICAL MOVEMENT

1/2" FIBER JOINT

NOTE:

PURLINS AT NORTH

INSTALL ON ALTERNATE

1/4" WEB ⅊ W/

2-3/4"Ø A-325 BOLTS

3/16

S6

2A…