KKGA182013 Renovate Building 210 B-3 Drawings.pdf

PDF 17 MB Posted Mar 29, 2022

Attached to: AMENDMENT 0002 ND CONSTRUCTION MATOC FY22 Federal contract opportunity
Solicitation number: W901UZ22R0001
Issued by: Department of the Army National Guard

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File	Type	Posted
W901UZ22R0001 0002.pdf	PDF	Apr 26, 2022
MATOC EXHIBITS D_AMENDMENT 01.pdf	PDF	Apr 15, 2022
W901UZ22R0001 0001.pdf	PDF	Apr 11, 2022
MATOC EXHIBITS D_AMENDMENT 01.pdf	PDF	Apr 11, 2022
MATOC EXHIBITS C.docx	DOCX document	Mar 31, 2022
MATOC EXHIBITS A-B.docx	DOCX document	Mar 31, 2022
W901UZ22R0001.pdf	PDF	Mar 29, 2022
WD.pdf	PDF	Mar 29, 2022
JA brand name B210 DDC.pdf	PDF	Mar 29, 2022
KKGA182013 Renovate Building 210 B-3 Specifications.pdf	PDF	Mar 29, 2022
SOW_KKGA182013 CC and FC.pdf	PDF	Mar 29, 2022
JA brand name B210 AH.pdf	PDF	Mar 29, 2022
MATOC EXHIBITS D.pdf	PDF	Mar 29, 2022

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RENOVATE

BUILDING 210

FARGO, ND

SHEET INDEX

COVER Sheet Index, Area Plan, Site

Plan

CIVIL

C100 Site Plan

C200 Details

ARCHITECTURAL

A000 Code Plans, Code Review

Summary, Code Plan

Legend

A090 Main Level Demo Plan, Demolition Notes, General

Notes

A100 Main Level Floor Plan

A101 Partial Mezzanine Level

Floor Plan, Room Finish

Schedule, Wall Types, Detail

A200 Building Elevations

A300 Building Sections

A400 Wall Sections, Details

A401 Wall Sections, Details

A500 Enlarged Stair Plans, Stair

Sections, Details

A600 Partial Roof Plan, Details

A700 Door Types, Frame Types, Door Schedule, Details

A800 Main Level Reflected Ceiling

Plan

A801 Partial Mezzanine Level

Reflected Ceiling Plan, RCP

Legend, Details

A900 Enlarged Floor Plan, Interior

Elevations, Details

STRUCTURAL

S001 General Notes

S002 General Notes

S201 Framing Plan

S301 Foundation Details

S401 Framing Details

S402 Framing Details

MECHANICAL

M001 Mechanical Legend and

Symbols

M100 Main Floor Plan - Mechanical

Demolition

M200 Foundation Plan -

Underground Plumbing

M201 Main Floor Plan - Plumbing

M202 Mezzanine Floor Plan -

Mechanical Plumbing Risers

M300 Main Floor Plan - Ventilation

M400 Main Floor Plan - Hydronic

M500 Main Floor Plan - Fire

Sprinkler

M600 Mechanical Details

M601 Mechanical Details

M602 Mechanical Details

ELECTRICAL

E001 Electrical Symbols, Legend

E002 Electrical Site Plan

E100 Main Floor Plan - Electrical

Demolition

E200 Main Floor Plan - Lighting

E201 Main Floor Plan -

Photometric Calculations

E300 Main Floor Plan - Power

E400 Main Floor Plan - Systems

Fire Alarm

E401 Fire Alarm Riser Diagram

E402 Main Floor Plan - Systems

E403 Lighting Protection Plan

E404 Lighting Protection Details

E500 Electrical Details

E501 Electrical Details

XXXX

X X

BLDG 217

BLDG 217A

BLDG 215

BLDG 218

BLDG 400

BLDG 210

MUSTANG DRIVE

BUILDING

BLDG 220

BLDG 241

1411 129 107 85 63 41 2

13 1411 129 107 85 63 41 2

Date

Drawing Title

July 23, 2021 1431-12

Shultz + Associates Architects

612 1/2 Main Avenue

Fargo, North Dakota

701.476.0714 p

701.476.0709 f

GENERAL NOTES

RENOVATE BUILDING 210

Project No. KKGA182013

Fargo, North Dakota

ARCHITECT

612 1/2 Main Avenue Fargo, ND 58103

(701) 476-0714 voice (701) 476-0709 fax

CIVIL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MECHANICAL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

ELECTRICAL ENGINEER

STRUCTURAL ENGINEER

Heyer Engineering

4180 24th Ave. S.

Fargo, North Dakota

701.280.0949 p

701.280.9686 f

Registration # 2580Date: July 23, 2021

I hereby certify that this architectural document was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of

North Dakota.

Jared M. Jensen

COVER

SHEET INDEX

AREA PLAN

SITE PLAN

33'-0" UNOBSTRUCTED ZONE

AREA OF WORK

AREA PLAN

Scale: 1" = 100'-0"

A13

SITE PLAN

Scale: 1" = 50'-0"

ABI-1:GENERATOR - SEE ELEC

AutoCAD SHX Text

MUSTANG DRIVE

AutoCAD SHX Text

AutoCAD SHX Text 4"

AutoCAD SHX Text 3"

AutoCAD SHX Text S

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text 3"

AutoCAD SHX Text

23RD AVENUE NORTH

AutoCAD SHX Text

23RD AVENUE NORTH

AutoCAD SHX Text

MUSTANG DRIVE

AutoCAD SHX Text

STARFIRE AVENUE

AutoCAD SHX Text

EXISTING ELECTRICAL CABINET

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text 10"

AutoCAD SHX Text 4"

AutoCAD SHX Text 10"

AutoCAD SHX Text 4"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text

AutoCAD SHX Text 4"

AutoCAD SHX Text

AutoCAD SHX Text 3"

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text 3"

SITE PLAN

PLAN NOTES:

1. CONTRACTOR SHALL NOTIFY NORTH DAKOTA AIR

NATIONAL GUARD (NDANG) & UTILITY COMPANIES FOR

UNDERGROUND LOCATIONS 48 HOURS PRIOR TO

BEGINNING CONSTRUCTION. NORTH DAKOTA ONE CALL

PHONE NUMBER: 1-800-795-0555

2. IF THE LAND BOUNDARY DENOTED ON THE PLANS

ENCOMPASSES MORE THAN ONE (1) ACRE OR IS LESS

THAN ONE (1) ACRE, BUT IS PART OF A LARGER

DEVELOPMENT PLAN, A NOTICE OF INTENT TO OBTAIN

A STORM WATER POLLUTION PERMIT SHALL BE

ACQUIRED BY THE CONTRACTOR AND OWNER FROM THE

NORTH DAKOTA STATE HEALTH DEPARTMENT SEVEN (7)

DAYS PRIOR TO CONSTRUCTION.

3. CONTRACTOR SHALL MAINTAIN TEMPORARY EROSION

CONTROL UNTIL PERMANENT EROSION CONTROL IS

ESTABLISHED.

4. ALL GRASSED AREAS DISTURBED BY CONSTRUCTION

SHALL BE TOPSOILED (6" DEPTH), GRADED, SEEDED,

AND HYDRO-MULCHED.

5. ALL PAVEMENT MARKED FOR DEMOLITION SHALL BE

FULL DEPTH SAW CUT PRIOR TO REMOVAL.

SYMBOL LEGEND:

1411 129 107 85 63 41 2

13 1411 129 107 85 63 41 2

Date

Drawing Title

July 23, 2021 1431-12

612 1/2 Main Avenue Fargo, ND 58103

(701) 476-0714 voice (701) 476-0709 fax

Shultz + Associates Architects

612 1/2 Main Avenue

Fargo, North Dakota

701.476.0714 p

701.476.0709 f

RENOVATE BUILDING 210

ARCHITECT

CIVIL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MECHANICAL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

ELECTRICAL ENGINEER

STRUCTURAL ENGINEER

Heyer Engineering

4180 24th Ave. S.

Fargo, North Dakota

701.280.0949 p

701.280.9686 f

E N G I N E E R I N G

7-23-21

EXISTING UNDERGROUND TELEPHONE/

EXISTING UNDERGROUND POWER

EXISTING OVERHEAD POWER

EXISTING WATER LINE

EXISTING GAS LINE

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING TREE

EXISTING GATE VALVE

EXISTING INLET

EXISTING FIRE HYDRANT

EXISTING MANHOLE

EXISTING WATER STOP

COMMUNICATION LINE

NEW SANITARY MANHOLE

NEW SANITARY CLEANOUT

NEW SANITARY SEWER LINE

REMOVE/REPLACE/NEW

4" REINFORCED CONCRETE SIDEWALK

NEW INLET PROTECTION

SCALE: 1 INCH = 30 FEET

30150 60

NEW SILT FENCESF

NEW CHAIN LINK FENCEX

TOP OF PAVMENT ELEVATION900.00TP

VARIABLE

2" SAND BASE

12" SCARIFY &

RECOMPACT SUBGRADE

TO 95% STANDARD

PROCTOR DENSITY

#3 BARS @ 24" O.C. E.W.

4" REINFORCED CONCRETE SIDEWALK DETAIL

C200 NOT-TO-SCALE

INLET GRATE

INLET FRAME

LIFT STRAPS

OVERFLOW HOLES

LIFT STRAPS

C O N T A I N M E N T

A R E A

REINFORCED CORNERS

MAINTENANCE:

INSTALLATION:

5 INLET PROTECTION DETAIL

C200 NOT-TO-SCALE

• REMOVE THE INLET GRATE

• STAND THE GRATE UPRIGHT. INSTALL THE GRATE BETWEEN

THE LIFTING HANDLES

• PLACE THE BAG IN THE INLET & LOWER THE BAG AND

GRATE USING THE LIFTING STRAPS

• CHECK BAG REGULARLY & AFTER RAIN EVENTS. IF

THE BAG IS FILLED WITH 1/3 OF ITS CAPACITY WITH

SEDIMENT, EMPTY THE BAG.

• REMOVE DEBRIS AROUND THE INLET GRATE PRIOR TO

REMOVING BAG.

• USE THE LIFT HANDLES TO REMOVE THE BAG AND USE

THE HANDLES ON THE BOTTOM TO EMPTY BAG.

A G G R E G A T E

B E D D I N G

MIN.

SUBGRADE

3 AGGREGATE BEDDING DETAIL

C200 NOT-TO-SCALE

INITIAL COMPACTION AT

MIDPOINT OF PIPE WITH

MECHANICAL TAMPER.

SLOPE AS REQUIRED

BY OSHA

PVC, PE, & CS PIPE

ND CLASS 3 AGGREGATE

REBAR

MANHOLE

STEP

INTERIOR WALL

OF MANHOLE

INTERIOR WALL

OF MANHOLE

MANHOLE

STEP

NOTE:

STEP SHALL BE CONSTRUCTED OF 1/2" REINFORCING ROD AND COMPLETELY ENCASED

IN A CORROSION RESISTANT RUBBER OR POLYPROPYLENE PLASTIC, WHICH WILL

RESIST DETERIORATION FROM HYDROGEN SULFIDE OR OTHER CHEMICALS AND GASES

ENCOUNTERED IN MANHOLE APPLICATION. ALSO, STEP SHALL HAVE A VERTICAL

RESISTANCE OF 400 LBS., AND A PULLOUT RESISTANCE OF 1000 LBS. SUCH AS:

THE WEDG-LOC STEP BY DELTA PIPE PRODUCTS OR APPROVED EQUAL.

4 MANHOLE STEP DETAIL

C200 NOT-TO-SCALE

48" OR 60"

5"5"

V A R I E S

27"

4' ECCENTRIC CONE

REQUIRED

NOTE: LIFT HOLES TO BE

MANUFACTURED WATER PROOF

MANHOLE COVER SHALL HAVE

-CONCEALED PICK BAR

-"O" RING GASKET

BUTYL RUBBER GASKET ON

ALL JOINTS (JOINT TO

MEET ASTM 433

REQUIREMENT)

MANHOLE STEP 12" O.C.

(SEE DETAIL)

3-2" ADJUSTING RINGS

48" DIA. PRECAST

CONCRETE MANHOLE

PRECAST MONOLITHIC

MANHOLE W/ GASKET

ASSEMBLY FOR

8" TO 15" DIA. MAINS

1 1/4" CRUSHED

ROCK TO BE USED TO

SUPPORT PIPE IN

OVEREXCAVATED AREA

& 1/2 WAY UP PIPE

14-20 MILS OF COAL TAR

EPOXY OR APPROVED EQUAL

ON BOTTOM SECTION OF

MANHOLEV

A R I E S

T O

1 SANITARY SEWER MANHOLE (48") DETAIL

C200 NOT-TO-SCALE

6" OF 1 1/4" ROCK

UNDER MANHOLE BASE

FLOW

EX. GROUND

6" SDR26 RISER

SEWER WYE

2 SEWER CLEANOUT STANDARD DETAIL

C200 NOT-TO-SCALE

FLOW

SEWER MAIN SEWER MAIN

NEENAH FOUNDARY

CO. R-1975 INSPECTION

FRAME W/ SOLID LID

TYPE "C" CASTING @ FRAME:

EAST JORDAN 1205AGS/1205Z

OR APPROVED EQUAL.

6" POLYSTYRENE INSULATION DETAIL

C200 NOT-TO-SCALE

4' WIDE/6" THICK

POLYSTYRENE

INSULATION

NEW SEWER/

WATERMAIN

GUTTER

STREET

15' TYP

T Y P

2' DEEP

1' - 2' DEEP

1' DEEP

3' - 4' DEEP

BACK OF CURB

9" FIBER ROLL

BACK OF CURB

8 CONCRETE WASHOUT DETAIL

C200 NOT-TO-SCALE

BARRIER

FENCEEXISTING

GROUND

MAY BE UP

TO 4' DEEP

CLEAN OUT @

80% OF CAPACITY

BARRIER FENCE

(NEED NOT BE

SILT FENCE)

9" FIBER ROLLS MAX

4.0' SPACING FOR

STAKES

SECTION A-A

PLAN VIEW

10 MIL POLY

FINISH GRADE

TERMINAL OR CORNER POSTS

4" O.D. SCH.40 STEEL PIPE

(OR AS SPECIFIED)

BALL CAP WITH SET SCREW OR

SPOT WELDED

1-5/8" O.D. TOP RAIL (TYP.)

1-5/8" O.D. INTERMEDIATE RAIL (TYP.)

KNUCKLED SELVAGE @

TOP & BOTTOM (TYP.)

2" MESH, CHAIN LINK FABRIC FOR

SIDES AND TOP OF CAGE,

9 GA. (FOR GALVANIZED FENCES)

FABRIC @ 1-1/2" (MAX.)

FROM FINISHED GRADE

3" O.D. LINE POSTS

6 GA. ALUM. WIRE TIES @ 12" O.C. (TYP.)

SLOPE TO DRAIN (TYP.)

CONCRETE FOOTING

COMPACTED SUBGRADE

1-5/8" O.D. BOTTOM RAIL (TYP.)

6 GA. ALUM. TIES ALONG TOP, INTERMEDIATE,

& BOTTOM RAILS @ 12" O.C. (TYP.)

TENSION BAR BANDS/CLIPS @ 12" O.C. (TYP.)

TENSION BAR (TYP.)

12"

84"

MAX. 10'-0"

9' HIGH CHAIN LINK FENCE DETAIL

NOT-TO-SCALE

C200

SONOTUBE

NOTE:

1.LINE POSTS SHALL BE DRIVEN TO A DEPTH OF 84".

2.CHAINLINK COVER OF CHILLER ENCLOSURE SHALL CONSIST OF

1-5/8" O.D. RAILS PLACED PERPENDICULAR TO TOP RAILS

AT SAME SPACING AS LINE POSTS WITH 2" MESH, 9 GA

CHAINLINK FABRIC

CONTRACTOR ACCESS GATE DETAIL

NOT-TO-SCALE

C200

BALL CAP WITH SET SCREW OR

SPOT WELDED

GATE POST

12"

LOCKING

GATE HASP

GRADE

6'-0"

CONCRETE FOOTING

SONOTUBE

TERMINAL OR CORNER POSTS

4" O.D. SCH.40 STEEL PIPE

2" MESH, CHAIN LINK FABRIC,

9 GA. (FOR GALVANIZED FENCES)

DETAILS

1411 129 107 85 63 41 2

13 1411 129 107 85 63 41 2

Date

Drawing Title

July 23, 2021 1431-12

612 1/2 Main Avenue Fargo, ND 58103

(701) 476-0714 voice (701) 476-0709 fax

Shultz + Associates Architects

612 1/2 Main Avenue

Fargo, North Dakota

701.476.0714 p

701.476.0709 f

RENOVATE BUILDING 210

ARCHITECT

CIVIL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MECHANICAL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

ELECTRICAL ENGINEER

STRUCTURAL ENGINEER

Heyer Engineering

4180 24th Ave. S.

Fargo, North Dakota

701.280.0949 p

701.280.9686 f

E N G I N E E R I N G

7-23-21

SHOWERSACRYLICSONATA IIK-1699

O.L.F.

S.F.

OCC.

0.52

STORAGE

O.L.F.

S.F.

OCC.

0.97

STORAGE

O.L.F.

S.F.

OCC.

0.15

STORAGE

O.L.F.

S.F.

OCC.

6.83

STORAGE

O.L.F.

S.F.

OCC.

0.71

OFFICE

O.L.F.

S.F.

OCC.

0.98

OFFICE

O.L.F.

S.F.

OCC.

4.81

OFFICE

O.L.F.

S.F.

OCC.

2.36

STORAGE

O.L.F.

S.F.

OCC.

0.75

OFFICE

O.L.F.

S.F.

OCC.

1.11

OFFICE

O.L.F.

S.F.

OCC.

10042

20.08

HANGAR

O.L.F.

S.F.

OCC.

2.15

STORAGE

O.L.F.

S.F.

OCC.

2.45

STORAGE

O.L.F.

S.F.

OCC.

2.37

STORAGE

O.L.F.

S.F.

OCC.

0.50

STORAGE

O.L.F.

S.F.

OCC.

0.27

STORAGE

O.L.F.

S.F.

OCC.

0.24

STORAGE

O.L.F.

S.F.

OCC.

0.17

STORAGE

O.L.F.

S.F.

OCC.

0.47

STORAGE

O.L.F.

S.F.

OCC.

1.64

STORAGE

0.2 1"

2.45

44"-

0.2 1"

2.37

44"-

0.2 1"

2.15

44"-

0.2 1"

0.50

32"-

0.2 1"

0.17

32"-

O.L.F.

S.F.

OCC.

1.53

STORAGE

O.L.F.

S.F.

OCC.

1.97

STORAGE

0.2 1"

0.52

30"-

0.2 3"

13.40

32"-

0.2 1"

3.17

68"-

0.2 1"

0.47

68"-

0.2 1"

0.15

68"-

0.2 1"

0.97

68"-

0.2 1"

0.71

32"-

MEZZANINE LEVEL CODE PLAN

Scale: 1/16" = 1'-0"

MAIN LEVEL CODE PLAN

Scale: 1/16" = 1'-0"

0.2 1"

0.98

32"-

0.2 1"

4.81

32"-

0.2 1"

1.11

32"-

0.2 1"

0.75

32"-

0.2 1"

1.53

26"-

0.2 1"

0.47

26"-

0.2 2"

5.14

32"-

0.2 3"

12.02

32"-

0.2 3"

12.02

32"-

A12

A101

0.2 2"

5.55

32"-

0.2 2"

5.14

64"-

0.2 2"

5.14

32"-

0.2 2"

5.14

32"-

0.2 1"

0.52

32"-

MAKE UP AIR UNIT BY MC

ROOF TOP UNIT BY MC

DUST COLLECTOR BY MC

WIDTH FACTOR

OPENING WIDTH REQ'D

EXIT OCCUPANCY

CLEAR WIDTH PROVIDED

OPENING RATING, MINUTES

DIRECTION OF TRAVEL

EGRESS PATH NOTE

LINE OF TRAVEL DISTANCE

MAX. TRAVEL DISTANCE

CODE PLAN

LEGEND

0.15

32"60

1 HOUR FIRE BARRIER

INTERNATIONAL

BUILDING CODE

Chapter 3 - USE & OCCUPANCY CLASSIFICATION

304 Business Group B

311.2 Moderate-Hazard Storage, Group S-1

Chapter 5 - GENERAL BUILDING HEIGHTS & AREA

T504.3 Allowable Building Height in Feet Above Grade

Plane:

Type IIB: 75'-0" (Actual: 37'-8")

T504.4 Maximum Stories Above Grade Plane With Fire

Sprinkler:

B: 4 stories (Actual: 2 story)

S-1: 3 stories (Actual: 2 story)

T506.2 Allowable Area in Type IIB Construction With

Fire Sprinkler:

B: 69,000 sf (Actual: 23,986 sf)

S-1: 52,500 sf (Actual: 23,986 sf)

Chapter 6 - TYPES OF CONSTRUCTION

T601 Construction Classification: Type IIB

Fire-Resistive Rating for Type IIB:

Exterior: 0 hours

Interior: 0 hours

Chapter 9 - FIRE PROTECTION SYSTEMS

903 An NFPA 13 Sprinkler System will be installed throughout the facility.

906 Portable fire extinguishers shall comply with this section.

907 A fire detection & alarm system will be installed in the facility.

Chapter 10 - MEANS OF EGRESS

1004 Occupant Load - See Plan

B: 7.38

S-1: 50.68

Total: 58.06

1005.3.2 Egress width per occupant served is 0.2 inches

per occupant.

1010.1.1 See plan for egress door width compliance.

1013 Exit signs shall comply with this section.

1016 Exit access shall comply with this section.

T1017.2 Exit Travel Distance with Sprinkler System:

B: 300'-0"

S-1: 250'-0"

T1020.1 Required Fire-Resistance Rating with Sprinkler

System:

B, S-1: 0 hours

T1020.2 Minimum Corridor Width: 44 inches

Chapter 29 - PLUMBING SYSTEMS

T2902.1 Required Provided

Toilets: 0.40M/0.40W 4M/2W/1UNISEX

Lavs: 0.34M/0.34W 3M/2W/1 UNISEX

DF's: 0.12 2

1411 129 107 85 63 41 2

13 1411 129 107 85 63 41 2

Date

Drawing Title

July 23, 2021 1431-12

Shultz + Associates Architects

612 1/2 Main Avenue

Fargo, North Dakota

701.476.0714 p

701.476.0709 f

GENERAL NOTES

RENOVATE BUILDING 210

Project No. KKGA182013

Fargo, North Dakota

ARCHITECT

612 1/2 Main Avenue Fargo, ND 58103

(701) 476-0714 voice (701) 476-0709 fax

CIVIL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MECHANICAL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

ELECTRICAL ENGINEER

STRUCTURAL ENGINEER

Heyer Engineering

4180 24th Ave. S.

Fargo, North Dakota

701.280.0949 p

701.280.9686 f

Registration # 2580Date: July 23, 2021

I hereby certify that this architectural document was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of

North Dakota.

Jared M. Jensen

A000

CODE PLANS

CODE REVIEW SUMMARY

CODE PLAN LEGEND

A12

MAIN LEVEL DEMO PLAN

Scale: 1/8" = 1'-0"

2 2

4 4

DEMOLITION NOTES

REMOVE & DISPOSE OF EXISTING MASONRY WALL. SEE

A100 FOR EXTENTS.

REMOVE & DISPOSE OF EXISTING HM DOOR & FRAME &

ALL ASSOCIATED GLAZING & HARDWARE.

REMOVE & DISPOSE OF EXISTING STL OVERHEAD DOOR &

ALL ASSOCIATED STRUCTURE, GLAZING, & HARDWARE.

SAWCUT, REMOVE, & DISPOSE OF EXISTING CONC

BOLLARD.

REMOVE & DISPOSE OF EXISTING PLUMBING FIXTURES -

BY MECH.

REMOVE & DISPOSE OF EXISTING METAL LOCKERS AND

SUPPORTING CONC SLAB, CMU, & BENCH.

REMOVE & DISPOSE OF EXISTING RECESSED PAPER

TOWEL DISPENSER.

REMOVE & DISPOSE OF EXISTING GYP BD CEILING.

SAWCUT, REMOVE, & DISPOSE OF EXISTING CONC APRON

TO NEAREST CONTROL JOINT.

REMOVE & DISPOSE OF EXISTING 1-TON OVERHEAD

BRIDGE CRANE, RAILS, & HANGERS.

REMOVE & DISPOSE OF EXISTING ALUMINUM WINDOW

FRAME & GLAZING.

REMOVE & DISPOSE OF EXISTING RAIN LEADER - BY

MECH.

REMOVE & DISPOSE OF EXISTING RECESSED SND.

REMOVE & DISPOSE OF ALL TOILET ACCESSORIES.

GC TO SAWCUT & REMOVED EXISTING FLOOR SLAB AS

REQ'D FOR NEW PLUMBING INSTALL - COORDINATE W/

MECH.

REMOVE & DISPOSE OF EXISTING CONC STOOP.

REMOVE & SALVAGE EXISTING FREESTANDING MTL

MEZZANINE & LOCKERS - TURN OVER TO OWNER.

ABI-2: REMOVE & DISPOSE OF EXISTING LIGHT FIXTURES -

SEE ELEC.

GENERAL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND

COORDINATING WITH ALL CIVIL, ARCHITECTURAL,

STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS.

2. CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL

EXISTING CONDITIONS PRIOR TO CONSTRUCTION.

3. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF ALL

MATERIALS, NOTED OR OTHERWISE, AS REQUIRED FOR THE

INSTALLATION OF NEW MATERIALS AND CONSTRUCTION.

4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL

DIMENSIONS PRIOR TO CONSTRUCTION.

5. SEE MECHANICAL AND ELECTRICAL PLANS AND NOTES FOR

ANY ADDITIONAL DEMOLITION WORK REQUIRED.

6. CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL

DEMOLISHED MATERIALS AND EQUIPMENTS NOT NOTED TO

BE SALVAGED.

7. CONTRACTOR IS RESPONSIBLE FOR PATCHING AND

REPAIRING ALL HOLES OR RECESSES, NOTED OR

OTHERWISE, CREATED FOR NEW CONSTRUCTION OR

EXISTING HOLES REQUIRED TO BE PATCHED FOR NEW

CONSTRUCTION.

A090

MAIN LEVEL DEMO PLAN

DEMOLITION NOTES

GENERAL NOTES

1411 129 107 85 63 41 2

13 1411 129 107 85 63 41 2

Date

Drawing Title

July 23, 2021 1431-12

Shultz + Associates Architects

612 1/2 Main Avenue

Fargo, North Dakota

701.476.0714 p

701.476.0709 f

GENERAL NOTES

RENOVATE BUILDING 210

Project No. KKGA182013

Fargo, North Dakota

ARCHITECT

612 1/2 Main Avenue Fargo, ND 58103

(701) 476-0714 voice (701) 476-0709 fax

CIVIL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MECHANICAL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

ELECTRICAL ENGINEER

STRUCTURAL ENGINEER

Heyer Engineering

4180 24th Ave. S.

Fargo, North Dakota

701.280.0949 p

701.280.9686 f

Registration # 2580Date: July 23, 2021

I hereby certify that this architectural document was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of

North Dakota.

Jared M. Jensen

MAIN LEVEL FLOOR PLAN

Scale: 1/8" = 1'-0"

SHOWERS ACRYLIC SONATA II K-1699

STORAGE

HALL

WOMEN'S

LOCKER

MEN'S

LOCKER

SHOWER

LAUNDRY

VESTIBULE

AIR

SHOWER

COMPOSITE

LAY-UP

PAINT

ROOM

PAINT

BOOTH

SANDING

BOOTH

MEDIA

BLASTING

HALL

TOILET

HALL

WEAPONS

RELEASE

WEAPONS

126A

126B

124A

134A

121B

124B 123

A900

HANGAR

BAY

G13

A500

A12

A200

C12

A200

F12

A200

G11

A101

A12

A300

F12

A300

A500

D12

A300

TYP

WOMEN'S

LOCKER

113A

A900

PATCH/REPAIR CONC FLR

& CMU WALLS @

REMOVED LOCKERS

PATCH/REPAIR

CMU WALL @

REMOVED

RECESSED PTD

PATCH/REPAIR CONC FLR & ADJACENT

WALLS AS REQ'D @ REMOVED

PLUMBING FIXTURES & WALL

124C

122B

16'-0" 10'-8" 10'-4"

16'-0" 15'-8" 5'-4"

8'-4" 33'-10"

EXIST RAIN

LEADER TO

REMAIN -

PROTECT IN

PLACE

EYEWASH

STATION

EYEWASH

STATION

EYEWASH

STATION

EYEWASH

STATION

UTILITY SINK

9'-7" 10'-7" 10'-3"

23'-4"

GC TO PATCH EXIST

FLOOR SLAB AS REQ'D

TO MATCH EXIST 8" SLAB

DEPTH FOLLOWING

UNDERGROUND

PLUMBING INSTALL &

COMPACTION - DOWEL

INTO EXIST SLAB W/ #4 @

16" O.C. EA WAY

PATCH/REPAIR CMU WALL @

REMOVED RECESSED SND

L R

I N

L R

M I N

L R

I N

GROUNDING RECEPTACLE

- PT PER UFC 3-575-01

AIRCRAFT POSITION CENTERLINE &

NOSE GEAR STOP - 6" WIDE YELLOW OR

WHITE STRIP TO MATCH MARKING FROM

OUTSIDE HANGAR

AIRCRAFT CLEARANCE BOUNDARY LINE

- 6" YELLOW WIDE STRIP; BOUNDARY

STARTED @ FIXED OBSTRUCTIONS

ALONG ADJACENT WALL

AIRCRAFT CLEARANCE BOUNDARY LINE

- 6" YELLOW WIDE STRIP; BOUNDARY

STARTED @ FIXED OBSTRUCTIONS

ALONG ADJACENT WALL

SAFETY EYEWASH SHOWER - GREEN

2'-0" CLEARANCE BOUNDARY

SURROUNDING STATION

SAFETY EYEWASH SHOWER - GREEN

2'-0" CLEARANCE BOUNDARY

SURROUNDING STATION

FIRE EXTINGUISHER - RED 2'-0"

CLEARANCE BOUNDARY SURROUNDING

EXTINGUISHER

1411 129 107 85 63 41 2

13 1411 129 107 85 63 41 2

Date

Drawing Title

July 23, 2021 1431-12

Shultz + Associates Architects

612 1/2 Main Avenue

Fargo, North Dakota

701.476.0714 p

701.476.0709 f

GENERAL NOTES

RENOVATE BUILDING 210

Project No. KKGA182013

Fargo, North Dakota

ARCHITECT

612 1/2 Main Avenue Fargo, ND 58103

(701) 476-0714 voice (701) 476-0709 fax

CIVIL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MECHANICAL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

ELECTRICAL ENGINEER

STRUCTURAL ENGINEER

Heyer Engineering

4180 24th Ave. S.

Fargo, North Dakota

701.280.0949 p

701.280.9686 f

Registration # 2580Date: July 23, 2021

I hereby certify that this architectural document was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of

North Dakota.

Jared M. Jensen

A100

MAIN LEVEL FLOOR PLAN

A11

PARTIAL MEZZANINE LEVEL FLOOR PLAN

Scale: 1/8" = 1'-0"

MECH

ROOM FINISH SCHEDULE

CMU

CONC

EPB

Concrete Masonry Unit

Concrete

Sealed Concrete

Epoxy

Epoxy Base

CPT

CPTB

Ceramic Tile

Tile Base

Carpet

Carpet Base

Walk-Off Mat

VCT

Vinyl Composition Tile

Rubber Base

Sheet Vinyl

Linoleum

GYP BD

WRGWB

FRP

VWC

Gypsum Board

Water Resistant Gyp. Wall Bd.

Fiber Reinforced Panel

Paint

Vinyl Wall Covering

ACT

EXP-U

Wainscot

Stain

Acoustic Ceiling Tile

Unpainted Exposed Structure

Cement Board

EP-P Epoxy Paint

ROOM

NO.

ROOM NAME FLOOR WALLS CEILING REMARKS

NORTH EAST SOUTH WEST

MAT. BASE MAT. FINISH MAT. FINISH MAT. FINISH MAT. FINISH MAT. FINISH HEIGHT

102 HANGAR BAY EXIST -- EXIST *EP-P EXIST *EP-P EXIST/CMU *EP-P/EP-P EXIST/CMU *EP-P/EP-P EXP *P -- *NOTE 3

106 WEAPONS LOADING EXIST -- EXIST -- EXIST -- EXIST -- EXIST -- EXIST -- -- --

113A WOMEN'S LOCKER EXIST/CT -- -- -- -- -- EXIST P -- -- EXIST -- -- --

116 WEAPONS RELEASE EXIST -- EXIST/CMU --/P EXIST -- EXIST -- EXIST -- EXIST -- -- --

121 HALL CT -- EXIST/CMU EP-P EXIST EP-P EXIST/CMU EP-P EXIST EP-P ACT-1 -- 8'-8" --

122 HALL *SC -- EXIST/CMU EP-P EXIST EP-P -- -- CMU EP-P EXP *P -- *NOTE 4, 5

123 PAINT BOOTH *SC -- * -- * -- * -- * -- * -- -- *NOTE 1, 5

124 SANDING BOOTH *SC -- EXIST/CMU EP-P CMU EP-P CMU EP-P EXIST EP-P GYP BD FRP 16'-0" *NOTE 5

125 PAINT ROOM *SC -- CMU EP-P EXIST EP-P CMU EP-P CMU EP-P ACT-2 -- 9'-0" *NOTE 5

126 COMPOSITE LAY-UP *SC -- CMU EP-P CMU EP-P EXIST EP-P EXIST EP-P ACT-2 -- 16'-0" *NOTE 5

127 MEDIA BLASTING *SC -- CMU EP-P EXIST/CMU EP-P EXIST/CMU EP-P CMU EP-P EXP *P -- *NOTE 4, 5

128 AIR SHOWER * -- * -- * -- * -- * -- * -- -- *NOTE 2

129 VESTIBULE EP EPB CMU EP-P EXIST/CMU EP-P CMU/* EP-P/-- CMU EP-P ACT-1 -- 9'-0" *NOTE 2

130 LAUNDRY EP EPB CMU EP-P CMU EP-P EXIST/CMU EP-P EXIST/CMU EP-P ACT-1 -- 9'-0" --

131 TOILET EP EPB CMU EP-P CMU EP-P CMU EP-P EXIST EP-P ACT-1 -- 9'-0" --

132 SHOWER EP EPB CMU EP-P CMU EP-P CMU EP-P CMU EP-P CB EIFS 7'-6" --

133 WOMEN'S LOCKER EP EPB CMU EP-P CMU EP-P CMU EP-P CMU EP-P ACT-1 -- 9'-0" --

134 HALL EP EPB CMU EP-P CMU EP-P EXIST/CMU EP-P CMU EP-P ACT-1 -- 9'-0" --

135 STORAGE SC -- CMU EP-P CMU EP-P CMU EP-P CMU EP-P EXP-U -- -- --

136 MEN'S LOCKER EP EPB CMU EP-P CMU EP-P EXIST EP-P CMU EP-P ACT-1 -- 9'-0" --

137 SHOWER EP EPB CMU EP-P CMU EP-P CMU EP-P CMU EP-P CB EIFS 7'-6" --

138 MECH SC -- CMU EP-P EXIST EP-P CMU EP-P CMU EP-P EXP *P -- *NOTE 4

COMPOSITE

LAY-UP

PAINT

BOOTH

SANDING

BOOTH

D12

A300

F12

A300

16'-0" 10'-8" 10'-4"

1. WALLS & CLG BY MANUFACTURER

2. FLR, WALLS, & CLG BY MANUFACTURER

3. ABI-3: WALL & CLG PAINT WORK IN HANGAR BAY

4. ABI-3: CLG PAINT WORK

5. ABI-4: POLISHED CONCRETE FLOOR

WALL TYPES

Scale: 1" = 1'-0"

7 5/8"

8" CMU

A B

12" CMU

11 5/8"

NOTE: ALL WALLS TYPE A UNLESS OTHERWISE NOTED

G11

BOLLARD DETAIL

3/4" = 1'-0"

1'-8"

FILL PIPE WITH CONC & ROUND

OFF @ TOP

6" DIAMETER BY

" THICK STEEL

PIPE, W/ PLASTIC SLEEVE

SLOPE 1" FOR DRAINAGE

5" CONC APRON W/ #4

REINFORCING @ 1'-0" O.C.,

THICKEN TO 11" @ EDGES

SEALANT OVER

" EXP MATERIAL

6" GRANULAR FILL

1'-8" CONCRETE BASE

UNDISTURBED SOIL

1411 129 107 85 63 41 2

13 1411 129 107 85 63 41 2

Date

Drawing Title

July 23, 2021 1431-12

Shultz + Associates Architects

612 1/2 Main Avenue

Fargo, North Dakota

701.476.0714 p

701.476.0709 f

GENERAL NOTES

RENOVATE BUILDING 210

Project No. KKGA182013

Fargo, North Dakota

ARCHITECT

612 1/2 Main Avenue Fargo, ND 58103

(701) 476-0714 voice (701) 476-0709 fax

CIVIL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MECHANICAL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

ELECTRICAL ENGINEER

STRUCTURAL ENGINEER

Heyer Engineering

4180 24th Ave. S.

Fargo, North Dakota

701.280.0949 p

701.280.9686 f

Registration # 2580Date: July 23, 2021

I hereby certify that this architectural document was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of

North Dakota.

Jared M. Jensen

A101

PARTIAL MEZZANINE LEVEL FLOOR PLAN

ROOM FINISH SCHEDULE

WALL TYPES

DETAIL

127 134B

SOUTH ELEVATION

Scale: 1/8" = 1'-0"

CMU INFILL TO MATCH EXIST @

REMOVED OVERHEAD DOOR

LOCATION - TOOTH IN CMU AS REQ'D

DECORATIVE CMU TO MATCH EXIST, TYP

CMU INFILL TO MATCH EXIST @

REMOVED DOOR LOCATION -

TOOTH IN CMU AS REQ'D

DECORATIVE CMU TO MATCH EXIST, TYP

BRICK INFILL TO MATCH EXIST @

REMOVED DOOR LOCATION -

TOOTH IN BRICK AS REQ'D

D12

A300

F12

A300

123 124B

C12

NORTH ELEVATION

Scale: 1/8" = 1'-0"

MASONRY INFILL TO MATCH EXIST @

REMOVED OVERHEAD DOOR LOCATION -

TOOTH IN CMU AS REQ'D

DECORATIVE CMU TO MATCH EXIST,

TYP

F12

A300

D12

A300

F12

PARTIAL WEST ELEVATION

Scale: 1/8" = 1'-0"

1411 129 107 85 63 41 2

13 1411 129 107 85 63 41 2

Date

Drawing Title

July 23, 2021 1431-12

Shultz + Associates Architects

612 1/2 Main Avenue

Fargo, North Dakota

701.476.0714 p

701.476.0709 f

GENERAL NOTES

RENOVATE BUILDING 210

Project No. KKGA182013

Fargo, North Dakota

ARCHITECT

612 1/2 Main Avenue Fargo, ND 58103

(701) 476-0714 voice (701) 476-0709 fax

CIVIL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MECHANICAL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

ELECTRICAL ENGINEER

STRUCTURAL ENGINEER

Heyer Engineering

4180 24th Ave. S.

Fargo, North Dakota

701.280.0949 p

701.280.9686 f

Registration # 2580Date: July 23, 2021

I hereby certify that this architectural document was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of

North Dakota.

Jared M. Jensen

A200

BUILDING ELEVATIONS

PARTIAL BUILDING SECTION

Scale: 1/8" = 1'-0"

EL 99'-6"

EXIST FFE

COMPOSITE

LAY-UP

136A136B

134B

LAUNDRY

SHOWER

WOMEN'S

LOCKER

HALL

A400

EL 100'-6"

RAISED FLR

EL 110'-6"

T.O. MASONRY

HANGAR

BAY

VESTIBULE

MEDIA

BLASTING

REV

G11

A101

TYP

A300

F12

A300

D12

A300

EL 115'-6"

B.O. ACT

STORAGE

HALL

HANGAR

BAY

A400

G13

A500

A400

EL 100'-6"

RAISED FLR

EL 99'-6"

EXIST FFE

EL 110'-6"

JOIST BRG

EL 109'-6"

B.O. ACT

EL 116'-9"

JOIST BRG

PARTIAL BUILDING SECTION

Scale: 1/8" = 1'-0"

1'-0" 1'-0"

" MTL PIPE

HANDRAIL EA

SIDE

EL 106'-6"

T.O. OPENING

EL 94'-0"

T.O. FOOTING

A12

A300

124A 126A

SANDING

BOOTH

COMPOSITE

LAY-UP

A11

A400

A13

A400

EL 99'-6"

EXIST FFE

EL 114'-0"

T.O. OPENING

D12

PARTIAL BUILDING SECTION

Scale: 1/8" = 1'-0"

A401

EL 99'-6"

EXIST FFE

EL 116'-0"

T.O. INFILL

EL 116'-8"

T.O. INFILL

A12

A300

VERIFY NEW WALL LOCATIONS W/ EXIST ROOF JOISTS

SUSPENDED GYP BD CLG

COMPOSITE

LAY-UP

MECH

PAINT

ROOM

126B

MEDIA

BLASTING

EL 99'-6"

EXIST FFE

PARTIAL BUILDING SECTION

Scale: 1/8" = 1'-0"

HANGAR

BAY

EL 110'-10"

MEZZANINE

D12

A300

F12

A300

EYEWASH

STATION

F12

PARTIAL BUILDING SECTION

Scale: 1/8" = 1'-0"

EL 99'-6"

EXIST FFE

EL 106'-8"

T.O. OPENING

EL 114'-0"

T.O. OPENING

HALL

MEDIA

BLASTING

A11

A400

A13

A401

UTILITY SINK

DOOR & FRAME BY

PAINT BOOTH SUPPLIER

122B

EL 99'-6"

EXIST FFE

EL 116'-8"

T.O. INFILL

A12

A300

SIM

3'-0"

FRP

VERIFY SHIPS LADDER LOCATION

W/ EXISTING ROOF JOISTS

1411 129 107 85 63 41 2

13 1411 129 107 85 63 41 2

Date

Drawing Title

July 23, 2021 1431-12

Shultz + Associates Architects

612 1/2 Main Avenue

Fargo, North Dakota

701.476.0714 p

701.476.0709 f

GENERAL NOTES

RENOVATE BUILDING 210

Project No. KKGA182013

Fargo, North Dakota

ARCHITECT

612 1/2 Main Avenue Fargo, ND 58103

(701) 476-0714 voice (701) 476-0709 fax

CIVIL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MECHANICAL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

ELECTRICAL ENGINEER

STRUCTURAL ENGINEER

Heyer Engineering

4180 24th Ave. S.

Fargo, North Dakota

701.280.0949 p

701.280.9686 f

Registration # 2580Date: July 23, 2021

I hereby certify that this architectural document was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of

North Dakota.

Jared M. Jensen

A300

BUILDING SECTION

EL 99'-6"

EXIST FFE

EL 116'-8"

T.O. INFILL

WALL SECTION

Scale: 1/2" = 1'-0"

EL 99'-6"

EXIST FFE

EL 109'-6"

B.O. ACT

EL 116'-9"

JOIST BRG

EL 106'-6"

T.O. OPENING

A400

A401

STORAGE

HANGAR

BAY

A401

A400

REV

WALL SECTION

Scale: 1/2" = 1'-0"

EL 100'-6"

RAISED FLR

EL 110'-6"

JOIST BRG

EL 99'-6"

EXIST FFE

HALL

EL 100'-6"

RAISED FLR

EL 110'-6"

T.O. MASONRY

HANGAR

BAY

WALL SECTION

Scale: 1/2" = 1'-0"

A400

LAUNDRY

VESTIBULE

WALL SECTION

Scale: 1/2" = 1'-0"

A401

E401

A401

A13

WALL SECTION

Scale: 1/2" = 1'-0"

A401

A11

WALL SECTION

Scale: 1/2" = 1'-0"

EL 114'-0"

T.O. OPENING

EL 99'-6"

EXIST FFE

EL 116'-0"

T.O. INFILL

A401

WALL SECTION

Scale: 1/2" = 1'-0"

A400

EL 99'-6"

EXIST FFE

EL 110'-10"

MEZZANINE

SIM

A401

WALL DETAIL

Scale: 1 1/2" = 1'-0"

CORRUGATED

EXPOSED FASTENER

MTL PANEL

8" CMU BOND BEAM,

REINFORCED AND

GROUTED SOLID

WRAP WD BLOCKING

W/ BREAK MTL

" MTL STUD WALL

W/ FULL THICKNESS

BATT INSUL

CORRUGATED

EXPOSED FASTENER

MTL PANEL W/

J-CHANNELS

" PLYWOOD

SHEATHING

WALL DETAIL

Scale: 1 1/2" = 1'-0"

8" CMU WALL

#5 X 5'-0" DWL @ EA

VERT REINF DRILL &

EPOXY INTO EXIST

CONCRETE SLAB 6"

MIN EMBED

8" ENGINEERED FILL

4" CONC SLAB W/

THICKENED EDGE

EXIST CONC SLAB

TRIMMED 8" CMU TO

ALLOW COURSING TO

LINE UP W/ RAISED

FLR

CONTROL JOINT

ROOF DETAIL

Scale: 1 1/2" = 1'-0"

EXIST CMU WALL

CORRUGATED EXPOSED FASTENER

MTL PANEL

CONT

" X 4" X 6" BENT STL PLATE W/

" GUSSET PLATE @ EA JOIST

STL JOIST - SEE STRUCT

" PLYWOOD

SHEATHING

WALL DETAIL

Scale: 1 1/2" = 1'-0"

WT 5X6 W/

" STL

PLATE -

SEE

STRUCT

SEALANT OVER BACKER ROD

EA SIDE

HM FRAME - GROUT

SOLID

HM DOOR

SOAP IN CMU

AROUND WT

WD BLKG AS REQ'D

STL ANGLE - SEE STRUCT

DRIP EDGE

" PLYWOOD

SHEATHING

4" X 4" X

" STL

ANGLE

THRU WALL FLASHING - TIE INTO

EXIST

TOOTH-IN NEW CMU W/

EXIST AS REQ'D FOR FLUSH

JAMB CONDITIONS

1411 129 107 85 63 41 2

13 1411 129 107 85 63 41 2

Date

Drawing Title

July 23, 2021 1431-12

Shultz + Associates Architects

612 1/2 Main Avenue

Fargo, North Dakota

701.476.0714 p

701.476.0709 f

GENERAL NOTES

RENOVATE BUILDING 210

Project No. KKGA182013

Fargo, North Dakota

ARCHITECT

612 1/2 Main Avenue Fargo, ND 58103

(701) 476-0714 voice (701) 476-0709 fax

CIVIL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MECHANICAL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

ELECTRICAL ENGINEER

STRUCTURAL ENGINEER

Heyer Engineering

4180 24th Ave. S.

Fargo, North Dakota

701.280.0949 p

701.280.9686 f

Registration # 2580Date: July 23, 2021

I hereby certify that this architectural document was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of

North Dakota.

Jared M. Jensen

A400

WALL SECTIONS

DETAILS

ROOF LADDER DETAIL

Scale: 1/2" = 1'-0"

RUNGS

" ROUND

BARS 24" LONG @ 12"

O.C.

3" X

" FLAT BAR

STRINGER

EXISTING MASONRY

WALL

ANCHOR HANDBAR TO

BLOCKING

3" X

" FLAT BAR

HANDBAR

8" 2'-0"

Y P

EL 99'-6"

EXIST FFE

EL 106'-8"

T.O. OPENING

EL 116'-8"

T.O. INFILL

A13

WALL SECTION

Scale: 1/2" = 1'-0"

A401

WALL SECTION

Scale: 1/2" = 1'-0"

" INSULATED PREFIN

MTL PANEL TO MATCH

EXIST

8" BURNISHED CMU TO

MATCH EXIST

REPLACE EXIST 8"

BURNISHED CMU (1)

COURSE BELOW

REMOVED WINDOW

PROTECT EXIST MTL

PANEL IN PLACE

CONTROL JOINT

EL 100'-0"

EXIST FFE

EL 107'-4"

T.O. INFILL

EL 107'-4"

T.O. INFILL

ROOF DETAIL

Scale: 1 1/2" = 1'-0"

8" CONC SLAB DOWELED

INTO EXIST SLAB - SEE

STRUCT

THRESHOLD

HM DOOR - SEE DOOR

SCHEDULE

5" CONC STOOP SLAB -

SEE STRUCT

CONTROL JOINT

EXIST

FOUNDATION

WALL

ENGINEERED

FILL

3" VOID

WALL DETAIL

Scale: 1 1/2" = 1'-0"

CORRUGATED EXPOSED

FASTENER MTL ROOF PANEL

" PLYWOOD SHEATHING

3" X 3" X

" BENT STL PLATE

WD BLOCKING - WRAP W/

BREAK MTL

STL JOIST - SEE STRUCT

STL PLATE - SEE STRUCT

8" CMU BOND BEAM,

REINFORCED AND

GROUTED SOLID - PAINT

WALL DETAIL

Scale: 1 1/2" = 1'-0"

HM DOOR - SEE SCHED

CONTROL JOINT

4" CONCRETE SLAB W/

THICKENED EDGE

EXIST FOUNDATION WALL

GRANULAR FILL

EXIST CONC

SLAB

WALL DETAIL

Scale: 1 1/2" = 1'-0"

HM DOOR - SEE SCHED

HM FRAME - GROUT

SOLID

SEALANT OVER

BACKER ROD EA

SIDE

WT 5X6 W/

" STL

PLATE - SEE STRUCT

SOAP IN CMU

AROUND WT

EXIST CMU WALL

WALL DETAIL

Scale: 1 1/2" = 1'-0"

EXIST CMU WALL

CONT 4" X 4" X

STL ANGLE

" PLYWOOD

SHEATHING

CORRUGATED

EXPOSED FASTENER

MTL ROOF PANEL

WALL DETAIL

Scale: 1 1/2" = 1'-0"

OHD HOUSING

W16 X 31 W/

" BENT MTL PLATE

SOAP CMU AROUND NEW LINTEL

FRP

" GYP BD

" MTD STUD FRAMING AS REQ'D

4" ROCK FACE CONC BLK TO

MATCH EXIST

AIR SPACE

" RIGID INSULATION

12" CMU TO MATCH EXIST

WALL DETAIL

Scale: 1 1/2" = 1'-0"

REPLACE RIGID INSUL & SAND

CUSHION AS REQ'D FOR @ NEW

CONC SLAB

2" STL PIPE - SEE STRUCT

8" CONC SLAB DOWELED

INTO EXIST SLAB - SEE

STRUCT

7" CONC APRON - SEE STRUCT

" CONTROL JOINT

WALL DETAIL

Scale: 1 1/2" = 1'-0"

SAWCUT EXIST

CONC SLAB FOR

NEW WALL INFILL

11 5/8" 8 3/8"

CONTROL JOINT

12" CMU TO MATCH

EXIST

4" ROCK FACE CONC BLK TO MATCH EXIST

AIR SPACE

" RIGID INSULATION

CONC FOUNDATION WALL W/ BRICK LEDGE

TO MATCH EXIST

WALL DETAIL

Scale: 1 1/2" = 1'-0"

4" ROCK FACE CONC BLK TO MATCH EXIST

AIR SPACE

" RIGID INSULATION

12" CMU TO MATCH EXIST

W8X24 W/

" BENT MTL PLATE - SEE STRUCT

SOAP IN CMU AROUND NEW LINTEL

WALL DETAIL

Scale: 1 1/2" = 1'-0"

WT 5X6 W/

" STL

PLATE - SEE STRUCT

2X WD BLKG

THRU WALL FLASHING

- TIE INTO EXIST

STL ANGLE - SEE

STRUCT

DUCT SLEEVE

SEAL PERIMETER

CONTINUOUS

W8X24 W/

" BENT MTL

PLATE - SEE STRUCT

SOAP IN CMU AROUND

NEW LINTEL

8" CMU - PAINT

OHD OPENER HOUSING

FRP

" GYP BD

" MTL STUD FRAMING

AS REQ'D

WALL DETAIL

Scale: 1 1/2" = 1'-0"

WALL DETAIL

Scale: 1 1/2" = 1'-0"

8" HOLLOW CORE PLANK

W/ 2" TOPPING

4" X 4" X

" STL ANGLE -

SEE STRUCT

STL EMBED PLATE - SEE

STRUCT

1411 129 107 85 63 41 2

13 1411 129 107 85 63 41 2

Date

Drawing Title

July 23, 2021 1431-12

Shultz + Associates Architects

612 1/2 Main Avenue

Fargo, North Dakota

701.476.0714 p

701.476.0709 f

GENERAL NOTES

RENOVATE BUILDING 210

Project No. KKGA182013

Fargo, North Dakota

ARCHITECT

612 1/2 Main Avenue Fargo, ND 58103

(701) 476-0714 voice (701) 476-0709 fax

CIVIL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MECHANICAL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

ELECTRICAL ENGINEER

STRUCTURAL ENGINEER

Heyer Engineering

4180 24th Ave. S.

Fargo, North Dakota

701.280.0949 p

701.280.9686 f

Registration # 2580Date: July 23, 2021

I hereby certify that this architectural document was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of

North Dakota.

Jared M. Jensen

A401

WALL SECTIONS

STAIR SECTION

Scale: 1/2" = 1'-0"

A500

EL 99'-6"

EXIST FFE

EL 100'-6"

T.O. STAIR

EL 103'-6"

T.O. HANDRAIL

" ROUND MTL PIPE RAIL

GALV. MTL GRIP STRUT

TREADS & RISERS

5'-0 1/2" 1'-0" 11" 1'-0"

A500

4'-4" 1'-0" 1'-0"

STAIR SECTION

Scale: 1/2" = 1'-0"

EL 99'-6"

EXIST CONC SLAB

EL 100'-0"

T.O. LANDING

EL 103'-0"

T.O. HANDRAIL

" ROUND MTL PIPE RAIL

GALV. MTL GRIP STRUT

TREADS & RISERS

A11

SHIPS LADDER SECTION

Scale: 1/2" = 1'-0"

EL 110'-10"

MEZZANINE

EL 99'-6"

EXIST FFE

A500

" ROUND MTL PIPE RAIL W/

INTERMEDIATE POSTS AS

REQ'D - WELD TO STL CHANNEL

" ROUND MTL PIPE RAIL

W/ INTERMEDIATE POSTS

AS REQ'D - WELD TO STL

CHANNEL

A500

STAIR SECTION

Scale: 1/2" = 1'-0"

EL 114'-2"

T.O. RAILING

EL 110'-10"

MEZZANINE

EL 120'-2"

B.O. DECK

A500

SIM

A600

ENLARGED STAIR PLAN

Scale: 1/4" = 1'-0"

WEAPONS

4'-4 1/2" CLR

A500

ENLARGED STAIR PLAN

Scale: 1/4" = 1'-0"

A500

3'-9 1/2" CLR

4'-6 1/2"

AIR

SHOWER

MEDIA

BLASTING

VESTIBULE

A401

L R

A11

A500

MECH

10'-4"

L R

SHIPS LADDER PLAN

Scale: 1/4" = 1'-0"

SHIPS LADDER DETAIL

Scale: 1 1/2" = 1'-0"

" ROUND MTL

HANDRAIL, PAINT

MC 12 X 10.6

STRINGER, PAINT

OPEN GRATE

TREADS; 1" X

BEARING BARS @

" O.C. W/ CROSS

BARS @ 4" O.C.;

WELD NOSING TO

END PLATE; 2

" X

" THICK BOLT

TO STRINGER @

SLOTTED HOLE

CLIP ANGLE EA SIDE

8 1/2"

STAIR DETAIL

Scale: 1 1/2" = 1'-0"

11"

MC 12 X 10.6 STRINGER, PAINT

" ROUND MTL HANDRAIL,

PAINT

C 6X10.5, PAINT

20 GAUGE GALV. RISER

ATTACHED W/ S.M. SCREWS

GALV. GRIP STRUT TREADS

OPEN GRATE TREADS;

1" X

" BEARING BARS

@ 1

" O.C. W/ CROSS

BARS @ 4" O.C.; WELD

NOSING TO END PLATE;

" X 6

" X

" THICK

BOLT TO STRINGER @

SLOTTED HOLE

" ROUND MTL HANDRAIL,

PAINT

MC 12 X 10.6

STRINGER, PAINT

5" 3 1/2"

SHIPS LADDER DETAIL

Scale: 1 1/2" = 1'-0"

STAIR DETAIL

Scale: 1 1/2" = 1'-0"

MC 10 X 8.4 STRINGER,

PAINT

" ROUND MTL HANDRAIL,

PAINT

20 GAUGE GALV. RISER

ATTACHED W/ S.M. SCREWS

GALV. GRIP STRUT TREADS

STEEL ANGLE EACH SIDE

ANCHOR TO SLAB WITH

EXPANSION BOLTS

G13

STAIR DETAIL

Scale: 1 1/2" = 1'-0"

CAST-IN PLACE

CONC STAIR

Y P

THICKENED CONC

SLAB EDGE

STEEL ANGLE EACH SIDE

ANCHOR TO SLAB WITH

EXPANSION BOLTS

SHIPS LADDER DETAIL

Scale: 1 1/2" = 1'-0"

C 6X10.5, PAINT

5" 3 1/2"

OPEN GRATE TREADS; 1" X

" BEARING BARS @

" O.C. W/ CROSS BARS @ 4" O.C.; WELD NOSING

TO END PLATE; 2

" X 6

" X

" THICK BOLT TO

STRINGER @ SLOTTED HOLE

MC 12 X 10.6 STRINGER, PAINT

11"

EPOXY FLOOR FINISH

TO WRAP TREADS &

RISERS

1411 129 107 85 63 41 2

13 1411 129 107 85 63 41 2

Date

Drawing Title

July 23, 2021 1431-12

Shultz + Associates Architects

612 1/2 Main Avenue

Fargo, North Dakota

701.476.0714 p

701.476.0709 f

GENERAL NOTES

RENOVATE BUILDING 210

Project No. KKGA182013

Fargo, North Dakota

ARCHITECT

612 1/2 Main Avenue Fargo, ND 58103

(701) 476-0714 voice (701) 476-0709 fax

CIVIL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MECHANICAL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

ELECTRICAL ENGINEER

STRUCTURAL ENGINEER

Heyer Engineering

4180 24th Ave. S.

Fargo, North Dakota

701.280.0949 p

701.280.9686 f

Registration # 2580Date: July 23, 2021

I hereby certify that this architectural document was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of

North Dakota.

Jared M. Jensen

A500

ENLARGED STAIR PLANS

STAIR SECTIONS

PARTIAL ROOF PLAN

Scale: 1/8" = 1'-0"

PAINT BOOTH EXHAUST FAN,

SEE MECH - SD C9/A801

EXHAUST FAN, SEE

MECH - SD E1/A600

EXHAUST FAN, SEE

MECH - SD E1/A600

EXHAUST FAN, SEE

MECH - SD E1/A600EXHAUST FAN, SEE

MECH - SD E1/A600

EXHAUST FAN, SEE

MECH - SD E1/A600

EXHAUST FAN, SEE

MECH - SD E1/A600

NEW VTR BY MC - SD C1/A600

DRYER VENT

EXHAUST FAN WALL CAP

NEW ROOF HATCH

ROOF LADDER - SD

A11/A401 FOR SIM

ROOF LADDER - SD

A11/A401

ROOF LADDER - SD

A11/A401 FOR SIM

ROOF LADDER - SD

A11/A401 FOR SIM

A600

PAINT BOOTH MAKE-UP

AIR UNIT, SEE MECH

CONDENSING UNIT,

SEE MECH

15'-0" MIN

15'-0" FROM ROOF

EDGE MIN

I N

WALKWAY PADS, TYP

A600

WALKWAY PADS, TYP

4'-6"

FALL PROTECTION

ROOF SAFETY RAILS

LADDER SAFETY ROOF

GUARDRAILS

LADDER SAFETY ROOF

GUARDRAILS

LADDER SAFETY ROOF

GUARDRAILS

LADDER SAFETY ROOF

GUARDRAILS

PIPE BOOT DETAIL

Scale: 1" = 1'-0"

2 6 62

I N

VENT UNIT-

SEE MECH

MEMBRANE

COUNTER

FLASHING

COMPRESSION

BAR- ANCHOR

@ 6" O.C.

PRE-FAB. CURB

BY MECH

NEW VAPOR

BARRIER AS

REQ'D

NOTE: COORDINATE LOCATIONS

W/ MECH CONTRACTOR

LAP NEW

SINGLE-PLY

EPDM ROOF

MEMBRANE

OVER EXIST -

WEATHER SEAL

VENT DETAIL

Scale: 1" = 1'-0"

WRAP GALV

METAL

OVER

BLOCKING

EA SIDE

I N

VENT BY MECH

TERMINATION CAULK

WATER STOP

STAINLESS STEEL

CLAMPING RING

PRE-FAB PIPE BOOT

SEAM ADHESIVE

EDGE CAULK

PATCH

EXIST

SHEATHING

AND INSUL

AS REQ'D

NOTE: COORDINATE LOCATIONS

W/ MECH CONTRACTOR

PACK VOID W/ INSUL

STL FRAME SUPPORTS @

NEW OPENING AS REQ'D

STL FRAME

SUPPORTS @ NEW

OPENING AS REQ'D

ROOF HATCH DETAIL

Scale: 1" = 1'-0" @ EXIST ROOF

I N

2 4

ROOF HATCH

W/ CURB BY

TERMINATION

CAULK

MEMBRANE

COUNTER

FLASHING

COMPRESSION

BAR - ANCHOR

@ 6" OC

LAP NEW SINGLE-PLY EPDM

ROOF MEMBRANE OVER

EXIST - WEATHER SEAL

NEW TAPERED INSUL

AND SHEATHING AS

REQ'D FOR SLOPE

WRAP

GALV MTL

OVER

BLKG EA

SIDE

3" X 3" X

" STL

ANGLE - SEE

STRUCT

I N

NEW RIGID INSULATION AS REQ'D

SEALANT AROUND PERIMETER

60 MIL EPDM FLASHING UP

OVER CURB

METAL CAP FLASHING

MECH UNIT AND CURB

- SEE MECH

SEAM NEW EPDM

TO EXISTING

MECH CURB DETAIL

Scale: 1" = 1'-0"

1411 129 107 85 63 41 2

13 1411 129 107 85 63 41 2

Date

Drawing Title

July 23, 2021 1431-12

Shultz + Associates Architects

612 1/2 Main Avenue

Fargo, North Dakota

701.476.0714 p

701.476.0709 f

GENERAL NOTES

RENOVATE BUILDING 210

Project No. KKGA182013

Fargo, North Dakota

ARCHITECT

612 1/2 Main Avenue Fargo, ND 58103

(701) 476-0714 voice (701) 476-0709 fax

CIVIL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MECHANICAL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

ELECTRICAL ENGINEER

STRUCTURAL ENGINEER

Heyer Engineering

4180 24th Ave. S.

Fargo, North Dakota

701.280.0949 p

701.280.9686 f

Registration # 2580Date: July 23, 2021

I hereby certify that this architectural document was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of

North Dakota.

Jared M. Jensen

A600

PARTIAL ROOF PLAN

DOOR SCHEDULE

Wood

Hollow Metal

ALUM

ANOD

Aluminum

Anodized

TEMP

INSUL

Tempered

Insulated

DOOR

NO.

ROOM NAME DOOR

FRAME HARDWARE

REMARKS

SIZE TYPE GLASS RATING TYPE GLASS HANGING LOCK/LATCH

TRIM

PROTECT

CLOSING STOP/HOLD SEALING

106 WEAPONS LOADING

3'-0" X 7'-0" X 1

HM-2 1" INSUL -- HM-5 -- 5BB1HW 98L 10" KP PA4040XP -- -- --

121A HALL

3'-0" X 7'-0" X 1

HM-1 -- -- HM-1 -- 5BB1 CL3310 10" KP 4040XP -- -- --

121B HALL

3'-0" X 7'-0" X 1

HM-1 -- -- HM-1 -- 5BB1 CL3310 10" KP 4040XP -- -- --

122A HALL

3'-0" X 7'-0" X 1

HM-2 1" INSUL -- HM-6 -- 5BB1HW 98L 10" KP -- -- -- --

122B HALL

3'-0" X 7'-0" X 1

HM-2

" TEMP

20 MIN -- 5BB1 98-EO 10" KP 4040XP -- -- --

123 HALL 14'-0" X 14'-6" OHD-1 -- -- * -- -- -- -- -- -- -- *SD C3/A401

124A SANDING BOOTH

4'-0" X 7'-6" X 1

HM-2

" TEMP

-- HM-4 -- 5BB1 CL3310 10" KP -- -- -- --

124B SANDING BOOTH 14'-0" X 14'-6" OHD-1 -- -- * -- -- -- -- -- -- -- *SD C3/A401

124C SANDING BOOTH 14'-0" X 14-0" OHD-1 -- -- * -- -- -- -- -- -- -- *SD A7/A401

125 PAINT ROOM

3'-0" X 7'-6" X 1

HM-2

" TEMP

-- HM-3 -- 5BB1 CL3310 10" KP -- -- -- --

126A COMPOSITE LAY-UP

4'-0" X 7'-6" X 1

HM-2

" TEMP

-- HM-4 -- 5BB1 CL3310 10" KP -- -- -- --

126B COMPOSITE LAY-UP 14'-0" X 14'-0" OHD-1 -- -- * -- -- -- -- -- -- -- *SD A7/A401

127 MEDIA BLASTING 8'-0" X 7'-2" OHD-1 -- -- * -- -- -- -- -- -- -- *SD G3/A401

129 VESTIBULE

3'-0" X 7'-2" X 1

HM-2

" TEMP

20 MIN HM-1 -- 5BB1 CL3310 10" KP 4040XP WS -- --

131 TOILET

3'-0" X 7'-0" X 1

HM-1 -- -- HM-2 -- 5BB1 CL3320 10" KP 4040XP WS -- --

132 SHOWER

2'-8" X 7'-0" X 1

FF-1 -- -- FF-1 -- 5BB1 CL3320 10" KP 4040XP WS -- --

133A WOMEN'S LOCKER

3'-0" X 7'-0" X 1

HM-1 -- -- HM-2 -- 5BB1 -- 200D X

523B 200D

10" KP

4040XP WS -- --

133B WOMEN'S LOCKER

3'-0" X 7'-0" X 1

HM-1 -- -- HM-2 -- 5BB1 -- 200D X

523B 200D

10" KP

4040XP WS -- --

134A HALL

3'-0" X 7'-6" X 1

HM-2

" TEMP

-- HM-3 -- 5BB1 CL3310 10" KP PA4040XP WS -- --

134B HALL

3'-0" X 7'-0" X 1

HM-2 1" INSUL -- HM-6 -- 5BB1HW 98L 10" KP -- -- -- --

135 JANITOR

3'-0" X 7'-0" X 1

HM-1 -- -- HM-2 -- 5BB1 CL3357 10" KP PA4040XP -- -- --

136A MEN'S LOCKER

3'-0" X 7'-0" X 1

HM-1 -- -- HM-2 -- 5BB1 -- 200D X

523B 200D

10" KP (2)

4040XP WS -- --

136B MEN'S LOCKER

3'-0" X 7'-0" X 1

HM-1 -- -- HM-2 -- 5BB1 -- 200D X

523B 200D

10" KP

4040XP WS -- --

137 SHOWER

2'-8" X 7'-0" X 1

FF-1 -- -- FF-1 -- 5BB1 CL3320 10" KP 4040XP WS -- --

138 MECH

3'-0" X 6'-10" X 1

HM-2

" TEMP

-- HM-3 -- 5BB1 CL3357 10" KP 4040XP WS -- --

DOOR TYPES

Scale: 1/4" = 1'-0"

" TEMP

GLASS

HM-2HM-1

SEE SCHEDULE

S E

C H

E D

U L E

SEE SCHEDULE

6" 4"

S E

C H

E D

U L E

FF-1

SEE SCHEDULE

S E

C H

E D

U L E

OPEN

HM FRAME TYPES

Scale: 1/4" = 1'-0"

HM-1

SEE SCHEDULE2" 2"

S E

C H

E D

U L E

HM-2

SEE SCHEDULE2" 2"

S E

C H

E D

U L E

FF-1

SEE SCHEDULE2" 2"

S E

C H

E D

U L E

A700

HM-3

SEE SCHEDULE2" 2"

S E

C H

E D

U L E

A700

HM-4

SEE SCHEDULE2" 2"

S E

C H

E D

U L E

A700

FF FRAME TYPE

Scale: 1/4" = 1'-0"

S E

C H

E D

U L E

SEE SCHEDULE

OHD-1

HM-5

SEE SCHEDULE2" 2"

S E

C H

E D

U L E

HM-6

SEE SCHEDULE2" 2"

S E

C H

E D

U L E

A700

A400

JAMB

HM DOOR DETAIL

Scale: 1 1/2" = 1'-0"

HEAD

" STL PLATE

HM FRAME, GROUT

SOLID

HM DOOR -

SEE SCHED

SEALANT OVER

BACKER ROD EA SIDE

SEALANT OVER

BACKER ROD EA SIDE

11 5/8"

GROUT CMU SOLID

HEAD

JAMB

HM DOOR DETAIL

Scale: 1 1/2" = 1'-0"

HM DOOR - SEE SCHED

HM FRAME, GROUT SOLID

SEALANT OVER BACKER

ROD EA SIDE

8" CMU BOND BEAM,

REINFORCED AND

GROUTED SOLID

T-ANCHOR @ EA

COURSE

HM FRAME,

GROUT SOLID

5 3/4"

HEAD

JAMB

FF DOOR DETAIL

Scale: 1 1/2" = 1'-0"

HM DOOR - SEE SCHED

PREFIN FF FRAME, GROUT

SOLID

SEALANT OVER BACKER

ROD EA SIDE

8" CMU BOND BEAM,

REINFORCED AND

GROUTED SOLID

T-ANCHOR @ EA

COURSE

PREFIN FF FRAME,

GROUT SOLID

5 3/4"

HEAD

JAMB

HM DOOR DETAIL

Scale: 1 1/2" = 1'-0"

HM DOOR - SEE SCHED

HM FRAME, GROUT SOLID

SEALANT OVER BACKER

ROD EA SIDE

8" CMU BOND BEAM,

REINFORCED AND

GROUTED SOLID

T-ANCHOR @ EA

COURSE

HM FRAME,

GROUT SOLID

5 3/4"

HEAD

JAMB

HM DOOR DETAIL

Scale: 1 1/2" = 1'-0"

HM DOOR - SEE SCHED

HM FRAME, GROUT SOLID

SEALANT OVER BACKER

ROD EA SIDE

8" CMU

T-ANCHOR @ EA

COURSE

HM FRAME,

GROUT SOLID

5 3/4"

WT 5X6 - SEE STRUCT

" STL PLATE - SEE STRUCT

WT 5X6 W/

" STL

PLATE - SEE STRUCT

SOAP IN CMU

AROUND WT

1411 129 107 85 63 41 2

13 1411 129 107 85 63 41 2

Date

Drawing Title

July 23, 2021 1431-12

Shultz + Associates Architects

612 1/2 Main Avenue

Fargo, North Dakota

701.476.0714 p

701.476.0709 f

GENERAL NOTES

RENOVATE BUILDING 210

Project No. KKGA182013

Fargo, North Dakota

ARCHITECT

612 1/2 Main Avenue Fargo, ND 58103

(701) 476-0714 voice (701) 476-0709 fax

CIVIL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MECHANICAL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

ELECTRICAL ENGINEER

STRUCTURAL ENGINEER

Heyer Engineering

4180 24th Ave. S.

Fargo, North Dakota

701.280.0949 p

701.280.9686 f

Registration # 2580Date: July 23, 2021

I hereby certify that this architectural document was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of

North Dakota.

Jared M. Jensen

A700

DOOR TYPES

FRAME TYPES

DOOR SCHEDULE

MAIN LEVEL REFLECTED CEILING PLAN

Scale: 1/8" = 1'-0"

STORAGE

HALL

WOMEN'S

LOCKER

MEN'S

LOCKER

SHOWER

LAUNDRY

VESTIBULE

COMPOSITE

LAY-UP

PAINT

ROOM

SANDING

BOOTH

MEDIA

BLASTING

HALL

TOILET

HALL

WEAPONS

RELEASE

WEAPONS

HANGAR

BAY

FRP

A801

ABI-2: NEW LED PENDANT LIGHTS IN HANGAR BAY,

UNLESS NOTED AS BASE BID - SEE ELEC

BASE BID

1411 129 107 85 63 41 2

13 1411 129 107 85 63 41 2

Date

Drawing Title

July 23, 2021 1431-12

Shultz + Associates Architects

612 1/2 Main Avenue

Fargo, North Dakota

701.476.0714 p

701.476.0709 f

GENERAL NOTES

RENOVATE BUILDING 210

Project No. KKGA182013

Fargo, North Dakota

ARCHITECT

612 1/2 Main Avenue Fargo, ND 58103

(701) 476-0714 voice (701) 476-0709 fax

CIVIL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MECHANICAL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

ELECTRICAL ENGINEER

STRUCTURAL ENGINEER

Heyer Engineering

4180 24th Ave. S.

Fargo, North Dakota

701.280.0949 p

701.280.9686 f

Registration # 2580Date: July 23, 2021

I hereby certify that this architectural document was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of

North Dakota.

Jared M. Jensen

A800

MAIN LEVEL REFLECTED CEILING PLAN

PARTIAL MEZZANINE REFLECTED CEILING PLAN

Scale: 1/8" = 1'-0"

MECH

RCP LEGEND

LAY-IN ACOUSTIC CEILING TILE SYSTEM

INSTALL

" GYP BD - (PAINT)

2' X 2' GRILL/DIFFUSER

6" X 6" RETURN

SURFACE MOUNTED LED LIGHT FIXTURE

RECESSED LED CAN LIGHT FIXTURE

CEMENT BOARD W/ EIFS FINISH - (PAINT)

EXIT LIGHT FIXTURE

LED PENDANT MOUNT LIGHT FIXTURE

1' X 2' RETURN

2X4 LED LIGHT TROFFER

WALL MOUNTED LIGHT FIXTURE

COMPOSITE

LAY-UP

CEILING DETAIL

Scale: 1 1/2" = 1'-0"

" CEMENT BOARD

W/ EIFS FINISH

MTL STUD FRAMING

SEALANT

8" CMU

COVE DETAIL

Scale: 6" = 1'-0"

1/8" METAL COVE STRIP

EPOXY COVE BASE

COVE FLOOR

1411 129 107 85 63 41 2

13 1411 129 107 85 63 41 2

Date

Drawing Title

July 23, 2021 1431-12

Shultz + Associates Architects

612 1/2 Main Avenue

Fargo, North Dakota

701.476.0714 p

701.476.0709 f

GENERAL NOTES

RENOVATE BUILDING 210

Project No. KKGA182013

Fargo, North Dakota

ARCHITECT

612 1/2 Main Avenue Fargo, ND 58103

(701) 476-0714 voice (701) 476-0709 fax

CIVIL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MECHANICAL ENGINEER

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

MBN Engineering

503 7th St. N., Suite 200

Fargo, North Dakota

701.478.6336 p

701.478.6340 f

ELECTRICAL ENGINEER

STRUCTURAL ENGINEER

Heyer Engineering

4180 24th Ave. S.

Fargo, North Dakota

701.280.0949 p

701.280.9686 f

Registration # 2580Date: July 23, 2021

I hereby certify that this architectural document was prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the State of

North Dakota.

Jared M. Jensen

A801

PARTIAL MEZZANINE REFLECTED CEILING PLAN

RCP LEGEND

ENLARGED FLOOR PLAN

Scale: 1/4" = 1'-0"

INTERIOR ELEVATION

Scale: 1/4" = 1'-0"

7'-10"5'-6"11'-0"4'-0"5'-6"8'-4"5'-4"

STORAGE

HALL

MEN'S

LOCKER

SHOWER

LAUNDRY

VESTIBULE

AIR

SHOWER

TOILET

SHOWER

WOMEN'S

LOCKER

MEDIA

BLASTING

A900 A1

INTERIOR ELEVATION

Scale: 1/4" = 1'-0"

REV

A900

E7E7

REV

INTERIOR ELEVATION

Scale: 1/4" = 1'-0"

1'-6"

3'-0"

2'-0"

Y P

A9…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 29, 2022.