RFB948500-01 - Drawings.pdf

DETAIL SECTION

ELEVATION

WALL SECTION

BUILDING SECTION

WALL TYPE

DOOR NUMBER

WINDOW TAG

ADDENDUM TAG

ELEVATIONS

ROOM IDENTIFICATION

DETAIL IDENTIFICATION

SHEET WHERE SHOWN

SHEET WHERE SHOWN

ELEVATION IDENTIFICATION

SECTION IDENTIFICATION

SHEET WHERE SHOWN

SECTION IDENTIFICATION

SHEET WHERE SHOWN

ROOM NAME

ROOM NUMBER

77724" 36"

24"

A-401

1 Ref

R ef

1 Ref

R ef

CASEWORK ELEVATION TAG

AWS SERIES

HEIGHT

WIDTH

DEPTH

NOTE:

HEIGHT IS TO TOP OF

COUNTER

G1

Issued by

1132 A

Room name

A-101 A1

SIM

A1 A-101

SIM

Name Elevation

A1 A-101

SIM

A1

A-101

SIM

ROOF TAG

FLOOR TAG

F1

R1

REFERENCE INDICATIONS

GENERAL FILL

BATT INSULATION

CONCRETE

GYPSUM BOARD

WOOD BLOCKING

RIGID INSULATION

STEEL

PLYWOOD

GROUT

BRICK

CONCRETE

MASONRY UNIT

WOOD SHIM

GRANULAR

DRAINAGE FILL

FOAM-IN-PLACE

INSULATION

MATERIAL SYMBOLS

A.

B.

C.

ALL DIMENSIONS ARE ACTUAL AND ARE TO FACE OF METAL STUDS, FACE OF

MASONRY, OR CENTERLINE OF COLUMN, UNLESS NOTED OTHERWISE.

FLOOR SPOT ELEVATIONS ARE SHOWN THUS: 0'-0"

ALL WALLS AND EXPOSED CEILINGS TO BE PAINTED PT-1 UNLESS

OTHERWISE NOTED.

GENERAL NOTES

09 2116; MTL

FRAMING

09 2116; GYP BD

09 2116; GYP BD

ASSEMBLY WIDTH

SHEET NUMBER

SHEET NAME

PROJECT NO.

OWNER

PROJECT NAME

CONSULTANTS

© NEUMANN MONSON INC.

Unauthorized copying, disclosure or construction without written permission by Neumann Monson Inc. is prohibited.

ARCHITECT OF RECORD

Neumann Monson Architects

221 East College Street | Suite 303 Iowa City, Iowa 52240 319.338.7878

111 East Grand Avenure, Suite 105 Des Moines, Iowa 50309 515.339.7800

VICINITY MAPS

ISSUE

DATE DESCRIPTION

IMEG Corp

MEP

2882 106th St.

Des Moines, IA 50322 515.334.4326

TB

V er si on

6.

G-001

TITLE SHEET AND

DRAWING INDEX

22035

STATE OF IOWA

DAS No. 9485.00

DAS - SHB -

ARCHIVES

STORAGE

RENOVATION

DAS# 9485.00

DAS - SHB - ARCHIVES STORAGE RENOVATION DAS#

9485.00

600 E. Locust St., Des Moines IA 50319

100% CONSTRUCTION DOCUMENTS09/ /25

GENERAL INFORMATION DRAWINGS

G-001 TITLE SHEET AND DRAWING INDEX

G-002 CODE INFORMATION

G-100 DEMOLITION ROUTE(S)

ARCHITECTURAL DEMO DRAWINGS

AD101 DEMOLITION FLOOR PLAN AND REFLECTED CEILING PLAN

ARCHITECTURAL DRAWINGS

A-101 FLOOR PLAN AND REFLECTED CEILING PLAN

A-101B FLOOR PLAN AND REFLECTED CEILING PLAN

A-211 BUILDING SECTIONS

A-411 ENLARGED PLANS AND ELEVATIONS

A-501 DOOR SCHEDULE, FINISH SCHEDULE, AND INTERIOR DETAILS

FIRE PROTECTION DRAWINGS

F-000 FIRE PROTECTION COVERSHEET

FD101 FIRST FLOOR DEMOLITION PLAN - FIRE PROTECTION

F-201 FIRST FLOOR PLAN - FIRE PROTECTION

PLUMBING DRAWINGS

P-000 PLUMBING COVERSHEET

PD101 FIRST FLOOR DEMOLITION PLAN - PLUMBING

P-201 FIRST FLOOR PLAN - PLUMBING

MECHANICAL DRAWINGS

M-000 MECHANICAL COVERSHEET

MD101 FIRST FLOOR DEMOLITION PLAN - MECHANICAL

M-201 FIRST FLOOR PLAN - MECHANICAL

ELECTRICAL DRAWINGS

E-000 ELECTRICAL COVERSHEET

ED101 FIRST FLOOR WEST DEMOLITION PLAN - LIGHTING

ED111 FIRST FLOOR DEMOLITION PLAN - POWER

ED121 FIRST FLOOR DEMOLITION PLAN - SYSTEMS

E-201 FIRST FLOOR PLAN - LIGHTING

LOCUST STREET

GRAND AVENUE

EAST 6TH AVENUE

PE

N

N A

VE

N

U E

PROJECT SITE

I hereby certify that the portion of this technical I hereby certify that the portion of this technical submission described herein was prepared by me submission described herein was prepared by me or under my direct supervision and responsible or under my direct supervision and responsible charge. I am a duly registered Architect under the charge. I am a duly registered Architect under the laws of the State of Iowa.laws of the State of Iowa.

SignatureSignature DateDate

Registration expires:

Pages or sheets covered by this Pages or sheets covered by this seal:seal:

BRIAN R. WARTHEN

@ AT

AC ACOUSTICAL COMPONENT

ACST ACOUSTICAL

ADJ ADJACENT OR ADJUSTABLE

AFF ABOVE FINISH FLOOR

AL ALUMINUM

ALT ALTERNATE

ANOD ANODIZED

APCC ARCHITECTURAL PRECAST CONCRETE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ATC ACOUSTICAL TILE CEILING

AV AUDIO VISUAL

AW ARCHITECTURAL WOODWORK

BD BOARD

BEJ BRICK EXPANSION JOINT

BLDG BUILDING

BLKG BLOCKING

BO_ BOTTOM OF ____

BRG BEARING

CG CORNER GUARD

CIPC CAST-IN-PLACE CONCRETE

CJ CONTROL JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CPT CARPETING / CARPET TILE

CW CURTAIN WALL

DBL DOUBLE

DEMO DEMOLITION / DEMOLISH

DF DRINKING FOUNTAIN

DIA DIAMETER

DN DOWN

DR DOOR

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING(S)

EA EACH

LIST OF ABBREVIATIONS

SignatureSignature DateDate

Pages or sheets covered by this Pages or sheets covered by this seal:seal:

I hereby certify that the portion of this technical I hereby certify that the portion of this technical submission described herein was prepared by me submission described herein was prepared by me or under my direct supervision and responsible or under my direct supervision and responsible charge and that I am a duly licensed Professional charge and that I am a duly licensed Professional Engineer under the laws of the State of Iowa.Engineer under the laws of the State of Iowa.

License Renewal Date: 01.01.2021

TONY E. DELOUIS

SignatureSignature DateDate

Pages or sheets covered by this Pages or sheets covered by this seal:seal:

I hereby certify that the portion of this technical I hereby certify that the portion of this technical submission described herein was prepared by me submission described herein was prepared by me or under my direct supervision and responsible or under my direct supervision and responsible charge and that I am a duly licensed Professional charge and that I am a duly licensed Professional Engineer under the laws of the State of Iowa.Engineer under the laws of the State of Iowa.

License Renewal Date: 01.01.2021

PETER J. ERNZEN

INDEX OF DRAWINGS

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EX EXPOSED

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FE FIRE EXTINGUISHER ON BRACKET

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FACE OR FLOOR

FIN FINISH

FLEX FLEXIBLE

FLR FLOOR

FTG FOOTING

FURN FURNITURE/FURNISHINGS

G GROUT

GA GAGE

GALV GALVANIZED

GFR GLASS-FIBER-REINFORCED

GYP GYPSUM

GYP BD GYPSUM BOARD

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

IB INTEGRAL BASE

INSUL INSULATION

INT INTERIOR

JT JOINT

LKR LOCKER

MAS MASONRY

MAT ENTRY WALK-OFF MAT

MAX MAXIMUM

1.

2.

3.

REFER TO SPECIFICATION SECTION 09 2116 - GYPSUM BOARD ASSEMBLIES FOR

MINIMUM STUD THICKNESS, MAXIMUM STUD SPACING, AND PERFORMANCE CRITERIA

FOR NON-LOAD-BEARING METAL-FRAMED GYPSUM BOARD WALL AND SHAFT WALL

ASSEMBLIES; INCLUDING MAXIMUM DEFLECTION, ACOUSTICAL-RATED, FIRE-

RESISTANCE-RATED, AND SMOKE-RESISTANCE-RATED REQUIREMENTS. CONSTRUCT

ACOUSTICAL-RATED, FIRE-RESISTANCE-RATED, AND SMOKE-RESISTANCE-RATED

WALLS ACCORDING TO THEIR RESPECTIVE ASSEMBLY TEST REPORTS. ENSURE

MATERIALS USED WITHIN AN ASSEMBLY COMPLIES WITH MANUFACTURER ’S DATA

AND THE PRODUCT QUALITIES INDICATED IN THEIR RESPECTIVE ASSEMBLY

SPECIFICATIONS AND TEST REPORTS.

PENETRATIONS THROUGH, AND THE PERIMETER OF FIRE-RESISTANCE-RATED WALLS,

SHALL BE FILLED WITH AN APPROPRIATE FIRESTOPPING SYSTEM MEETING

PERFORMANCE REQUIREMENTS INDICATED ON DRAWINGS AND AS SPECIFIED IN

SECTION 07 8400 - FIRESTOPPING.

EXTEND WALL FRAMING TO BOTTOM OF ROOF/FLOOR DECK ABOVE IN ALL

LOCATIONS, UNLESS SPECIFICALLY NOTED OTHERWISE, ALLOWING FOR DEFLECTION

WHILE MAINTAINING APPROPRIATE ACOUSTICAL-RATED, AND FIRE-RESISTANCE-

RATED, AND SMOKE-RESISTANCE-RATED REQUIREMENTS.

L3.X METAL STUD ASSEMBLIES W/ 1 LAYER GYP BD

EACH SIDE

Mark Stud Size

Assembly Width

UL Design Rating Comments

L3.1 1 5/8" 2 7/8" L3.3 3 5/8" <varies> L3.5 5 1/2" 6 3/4"

GENERAL WALL TYPES NOTES

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MIRR MIRROR OR MIRRORED

MTL METAL

MTLP METAL PANEL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER OR DIMENSION

OF/CI OWNER FURNISHED, CONTRACTOR

INSTALLED

OF/OI OWNER FURNISHED, OWNER INSTALLED

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

PCC PRECAST CONCRETE

PCONC POLISHED CONCRETE

PEF POURED EPOXY FLOORING

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLYWD PLYWOOD

PNT PAINT(ED)

PR PAIR

R RISER

RB RESILIENT BASE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCING BAR(S)

REF REFERENCE

REFR REFRIGERATOR

REINF REINFORCE OR REINFORCING

REQD REQUIRE(D)

RF RESILIENT FLOORING

RM ROOM

RO ROUGH OPENING

RST REINFORCING STEEL

RWP RIGID SHEET WALL PROTECTION

SATC SUSPENDED ACOUSTICAL TILE CEILING

SCHED SCHEDULE

SCONC SEALED CONCRETE

SF SQUARE FOOT OR FEET

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SIPS STRUCTURAL INSULATED PANELS

SLNT SEALANT

SLNT/BR SEALANT AND BACKER ROD

SOG SLAB-ON-GRADE

SSM SOLID SURFACING MATERIAL

SST STAINLESS STEEL

STD STANDARD

STF STOREFRONT

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

T TREAD OR TILE

T&B TOP AND BOTTOM

TAC TACKBOARD

TELECOM TELECOMMUNICATION(S)

TOB TOP OF BEAM

TOC TOP OF CONCRETE/COUNTER

TOF TOP OF FRAME

TOJ TOP OF JOIST

TOM TOP OF MASONRY

TOS TOP OF SLAB OR STEEL

TOW TOP OF WALL

TYP TYPICAL

TZ TERRAZZO

UON UNLESS OTHERWISE NOTED

VAR VARIES

VERT VERTICAL

VIF VERIFY IN FIELD

W/ WITH

W/O WITHOUT

WB WALL BUMPER

WC WALL COVERING

WD WOOD

WDP WOOD PANEL

WWF WELDED WIRE FABRIC

I hereby certify that the portion of this technical submission described herein was prepared by me or under my direct supervision and responsible charge. I am a duly registered Architect under the laws of the State of Iowa.

Signature Date

Registration expires:

Pages or sheets covered by this seal:

BRIAN R. WARTHEN

Signature Date

Pages or sheets covered by this seal:

I hereby certify that the portion of this technical submission described herein was prepared by me or under my direct supervision and responsible charge and that I am a duly licensed Professional

Engineer under the laws of the State of Iowa.

License Renewal Date: 01.01.2021

TONY E. DELOUIS

Signature Date

Pages or sheets covered by this seal:

I hereby certify that the portion of this technical submission described herein was prepared by me or under my direct supervision and responsible charge and that I am a duly licensed Professional

Engineer under the laws of the State of Iowa.

License Renewal Date: 01.01.2021

PETER J. ERNZEN

Signature Date

Pages or sheets covered by this seal:

I hereby certify that the portion of this technical submission described herein was prepared by me or under my direct supervision and responsible charge and that I am a duly licensed Professional

Engineer under the laws of the State of Iowa.

License Renewal Date: 01.01.2027

TONY E. DELOUIS

Signature Date

Pages or sheets covered by this seal:

I hereby certify that the portion of this technical submission described herein was prepared by me or under my direct supervision and responsible charge and that I am a duly licensed Professional

Engineer under the laws of the State of Iowa.

License Renewal Date: 01.01.2027

PETER J. ERNZEN

9. 259. 259. .25

G-001, G-002, G-100, AD101,

A-001, A-101, A-101B, A-211, A-411, A-501

F-000, FD101, F-201, P-000, E-000, ED101, ED111, ED121,

E-201, P-101, P-201, M-000, MD101 , M-201,

19 19. 19.

06.30.2027

E-210 LOWER LEVEL FLOOR PLAN - POWER

E-211 FIRST FLOOR PLAN - POWER

E-221 FIRST FLOOR PLAN - SYSTEMS

E-600 ELECTRICAL SCHEDULES & DETAILS

TECHNOLOGY DRAWINGS

T-000 TECHNOLOGY COVERSHEET

TD101 FIRST FLOOR DEMOLITION PLAN - TECHNOLOGY

T-102 FIRST FLOOR PLAN - TECHNOLOGY

T-103 TECHNOLOGY DETAILS

E-210, eets covered by this eets covered by this

E-211, E-221, E-600, T-000, TD101, T-102, T-103

UP

CODE PLAN LEGEND

SYMBOL DESCRIPTION NOTES

DESCRIPTION

FIRE EXTINGUISHER

F.E.C.FIRE EXTINGUISHER

CABINET

COMPLY WITH

IFC906

1 HR RATED

SEPARATION

2 HR RATED SEPARATION

3 HR RATED SEPARATION

1 HOUR FIRE RESISTANCE RATED

CONSTRUCTION.

3/4 HOUR RATED DOOR ASSEMBLIES (UNO)

FIRE & SMOKE DAMPERS.

2 HOUR FIRE RESISTANCE RATED

CONSTRUCTION.

1 1/2 HOUR RATED DOOR ASSEMBLIES (UNO)

FIRE & SMOKE DAMPERS.

3 HOUR FIRE RESISTANCE RATED

CONSTRUCTION.

2 HOUR RATED DOOR ASSEMBLIES

(UNO)

FIRE & SMOKE DAMPERS.

OCCUPANCY SPACE TAG

MEANS OF EGRESS

DOOR TAG

NUMBER OF CALCULATED

OCCUPANTS

OCCUPANT LOAD

FACTOR (SQ. FT. /

PERSON)

TOTAL NUMBER OF

OCCUPANTS EXITING

CAPACITY OF EXIT

ELEMENT

ACTUAL EXIT WIDTH

(INCHES)

SQ. FT. OF SPACE

NUMBER OF ADVANCING

OCCUPANTS

DIRECTION OF TRAVEL

FEC

XX

TRAVEL DISTANCE

TRAVEL PATH

1150 SF

XX

XXX

XXX

XXX

XX.X

STAIR

XXX

XXX

XX.X

TOTAL NUMBER OF

OCCUPANTS EXITING

CAPACITY OF EGRESS

STAIR

ACTUAL STAIR WIDTH

(INCHES)

MEANS OF EGRESS

STAIR TAG

9099 SF

AREA OF WORK

FEC

FEC

AREA OF WORK

4499 SF

777 SF

243'-6

S1- STORAGE (NO CHANGE IN

OCCUPANCY OR USE)

USE AND OCCUPANCY CLASSIFICATION LEGEND

B- BUSINESS (NO CHANGE IN

OCCUPANCY OR USE)

SHEET NUMBER

SHEET NAME

PROJECT NO.

OWNER

PROJECT NAME

CONSULTANTS

© NEUMANN MONSON INC.

Unauthorized copying, disclosure or construction without written permission by Neumann Monson Inc. is prohibited.

ARCHITECT OF RECORD

Neumann Monson Architects

221 East College Street | Suite 303 Iowa City, Iowa 52240 319.338.7878

111 East Grand Avenure, Suite 105 Des Moines, Iowa 50309 515.339.7800

ISSUE

DATE DESCRIPTION

IMEG Corp

MEP

2882 106th St.

Des Moines, IA 50322 515.334.4326

TB

V er si on

6.

G-002

CODE

INFORMATION

22035

STATE OF IOWA

DAS No. 9485.00

DAS - SHB -

ARCHIVES

STORAGE

RENOVATION

DAS# 9485.00

100% CONSTRUCTION DOCUMENTS09/19/25

CODE REVIEW

STATE HISTORICAL BUILDING

600 E Locust St. Des Moines, IA. 50319

APPLICABLE CODES- State of Iowa

2015 International Building Code (IBC) 2015 International Existing Building Code (IEBC) 2021 State Mechanical Code (Based on 2021 International Mechanical Code) 2015 International Fire Code 2020 National Electrical Code 2021 State Plumbing Code (Based on 2021 Uniform Plumbing Code)

Accessibility – 2010 ADA Standards, Iowa state accessibility code

Energy - Iowa state energy code, 2012 international energy conservation code

BASIC INFORMATION

Renovation

9,110 GSF

Construction Type 1-A, Alterations Occupancy Groups S-1

2015 International Existing Building Code:

Chapter 1 – Scope and Administration Demolition work to follow IEBC Chapter 15 All sub-contractors will need to apply for and obtain their own specialty permits.

An approved set of plans including plan review comments is to be kept on the job site and be available to the building inspectors.

Chapter 2 - Definitions See IBC 2015

Chapter 5 – Classification of Work

Proposed Work Type 1-A Alterations – Level 1

9,110 GSF

Fully sprinklered per Section 903 of the 2015 International Fire Code.

504.2 Application

Alterations shall comply with the provisions of Chapter 7 for Level 1 alterations as well as the provisions of Chapter 8

Chapter 6 – Repairs Construction Type: I-A

603 Fire Ratings (Table 601 IBC) REQ. PROVIDED Structural Frame including columns, girders & trusses 3 hr 3 hr Bearing Walls--Exterior 3 hr 3 hr Bearing Walls--Interior 3 hr 3 hr Nonbearing walls & partitions--Exterior 1 hr 1 hr* Nonbearing walls & partitions--Interior 0 hr Varies Floor Construction including supporting beams & joists 2 hr 2 hr Roof Construction including supporting beams & joists 1 hr 1 hr**

* New additions will be rated to 1 hr. Existing exterior walls will meet or exceed a 2hr rating.

Chapter 6 - Classification of Work

602 Alteration Level 1: Scope Level 1 alterations include the removal and replacement or the covering of existing materials, elements, equipment, or fixtures using new materials, elements, equip-ment, or fixtures that serve the same purpose.

603 Alteration Level 2: Scope Level 2 alterations include the reconfiguration of space, the addition or elimination of any door or window, the reconfiguration or extension of any system, or the installation of any additional equipment.

Chapter 7 – Alterations Level 1

701 Scope Level 1 alterations as described in Section 602 shall comply with the requirements of this chapter. Level 1 alterations to historic buildings shall comply with this chapter, except as modified in Chapter 12.

704 Means of Egress Alterations shall be done in a manner that maintains the level of protection provided for the means of egress.

706 Structural Where alteration work includes replacement of equipment that is supported by the building or where a roofing permit is required, the provisions of this section shall apply.

Chapter 8 - Alterations Level 2

801.2 Alteration Level 1 Compliance

In addition to the requirements of this chapter, all work shall comply with the requirements of Chapter 7.

801.3 Compliance

New construction elements, components, systems and spaces shall comply with the requirements of the International Building Code.

802.4 Interior Finish

The Interior finish of walls and ceilings in exits and corridors in any work area shall comply with the requirements of the International Building Code.

803 Fire Protection The requirements of this section shall be limited to work areas in which Level 2 alterations are being performed, and where specified they shall apply throughout the floor on which the work areas are located or otherwise beyond the work area.

2015 International Building Code

Chapter 5 - General Building Heights and Areas

Proposed Renovation Type 1-A

14,376 GSF

508.4 Separated Occupancies per Section (Table 508.4) – Sprinklered Building A/B: 1 hr B/E: 1 hr A/S-1: 1 hr B/S-1: N

Chapter 6 - Types of Construction Construction Type: 1-A

Chapter 9 – Fire Protection Systems

903.3.1.1 NFPA 13 sprinkler systems. Where the provisions of this code require that a building or portion thereof be equipped throughout with an automatic sprinkler system in accordance with this section, sprinklers shall be installed throughout in accordance with NFPA 13 except as provided in Section 903.3.1.1.1.

905.3.1 Exception 1:Class I manual standpipes allowed per section

905.4 Location of Class I standpipe hose connections at every required stairway.

906.1 Portable Fire Extinguishers

Existing locations to remain.

Chapter 10 – Means of Egress

1004 Design Occupant Loads Table 1004.1.2:

Storage (S-1): 300 gross (4499sf + 9099sf = 13,598sf/300) = 45.3 Business: 100 gross (777sf/100) = 7.77 Total Occupants: 54

1005 Egress Widths See life safety plans. All egress width requirements are satisfied. Historic 43” stair is allowed as it is existing historic fabric and occupant loads have been capped.

1006.17.2 Exit Access Travel Distance

Group S-1 250ft 1" = 60'-0"

LEVEL 1 USE & OCCPANCY PLAN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

A

B

C

D

E

F

G

H

I

J

6.5

A.5

DEMOLITION ROUTE OPTION 1.

PROVIDE PLYWOOD FLOOR

PROTECTION AND BARRICADES

ALONG PATHWAY FOR

REMOVAL OF DEMOLITION

PLYWOOD FLOOR TO BE

REMOVED DURING HOSTED

EVENTS. CONTRACTOR TO

COORDINATE W/ STATE

HISTORICAL BUILDING.

DUMPSTERS LOCATED IN

LOADING DOCK AT BASEMENT

LEVEL.

AREA OF WORK

TAKE FREIGHT ELEVATOR

DOWN TO LOWER LEVEL.

PATHWAY TO PICK UP ON

LOWER LEVEL.

PROPOSED DUMPSTER

LOCATION. CONTRACTOR

TO COORDINATE ANY

REQUIRED PERMITS FROM

CITY OF DES MOINES.

DEMOLITION ROUTE OPTION

2 - UP EXISTING STAIRS TO

DUMPSTERS LOCATED ON

STREET LEVEL.

FREIGHT

ELEV.

LOADING

DOCK

FREIGHT

ELEV.

SCOPE OF WORK IN THIS ROOM

CONSISTS OF LIGHTING & EXIT

SIGNAGE - NO OTHER WORK

REQUIRED. REFER TO ELECTRICAL

DRAWINGS FOR EXTENTS OF ANY

DEMOLITION REQUIRED.

A-101B A5

PASSENGER

ELEV.

DEMOLITION ROUTE OPTION 2.

TAKE PASSENGER ELEVATOR DOWN

TO LOWER LEVEL. ROUTE USED FOR

SMALL MATERIALS & CARTS. LOADS

ARE NOT TO EXCEED MAX LOAD

CAPACITY OF ELEVATOR. CAB TO BE

BLANKETED / PROTECTED.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

A

B

C

D

E

F

G

H

I

J

6.5

A.5

'-6

/2

" 5' -0

TAKE FREIGHT ELEVATOR

UP TO FIRST LEVEL.

PATHWAY TO PICK UP ON

FIRST LEVEL.

FREIGHT

ELEV.

FREIGHT

ELEV.

PASSENGER

ELEV.

SHEET NUMBER

SHEET NAME

PROJECT NO.

OWNER

PROJECT NAME

CONSULTANTS

© NEUMANN MONSON INC.

Unauthorized copying, disclosure or construction without written permission by Neumann Monson Inc. is prohibited.

ARCHITECT OF RECORD

Neumann Monson Architects

221 East College Street | Suite 303 Iowa City, Iowa 52240 319.338.7878

111 East Grand Avenure, Suite 105 Des Moines, Iowa 50309 515.339.7800

ISSUE

DATE DESCRIPTION

IMEG Corp

MEP

2882 106th St.

Des Moines, IA 50322 515.334.4326

TB

V er si on

6.

G-100

DEMOLITION

ROUTE(S)

22035

STATE OF IOWA

DAS No. 9485.00

DAS - SHB -

ARCHIVES

STORAGE

RENOVATION

DAS# 9485.00

100% CONSTRUCTION DOCUMENTS09/19/25

1" = 30'-0"D1 FIRST LEVEL FLOOR PLAN - DEMOLITION ROUTE

1" = 30'-0"B1 LOWER LEVEL FLOOR PLAN - DEMOLITION ROUTE

13 14 15 16

B

C

D

E

F

G

D1D2

D2

D1

D1

D3D3

D3

D4

D5

D5

D14

D14

D9

D9

D9D9

ARCHIVE

STORAGE

D10

D10

D10

D10

D11

DIGITIZATION LAB

D12

D14

D15

D15

D15

D15

D10

D10 D10

D10

D10

D10

D10

D10

D10

D10

D4

D4

D4

D10

13 14 15 16

B

C

D

E

F

G

D6

D6 D6

D7

D1

EXISTING SOFFIT

TO REMAIN

*NOTE: NOT ALL

EXISTING MEPT

EQUIPMENT IS

SHOWN

EX

IS

TI

N

G D

U C

TW

O

R K

EXISTING DUCTWORK

D13

D13

D13

D1

D8D8

D8

SHEET NUMBER

SHEET NAME

PROJECT NO.

OWNER

PROJECT NAME

CONSULTANTS

© NEUMANN MONSON INC.

Unauthorized copying, disclosure or construction without written permission by Neumann Monson Inc. is prohibited.

ARCHITECT OF RECORD

Neumann Monson Architects

221 East College Street | Suite 303 Iowa City, Iowa 52240 319.338.7878

111 East Grand Avenure, Suite 105 Des Moines, Iowa 50309 515.339.7800

ISSUE

DATE DESCRIPTION

IMEG Corp

MEP

2882 106th St.

Des Moines, IA 50322 515.334.4326

TB

V er si on

6.

AD101

DEMOLITION

FLOOR PLAN AND

REFLECTED

CEILING PLAN

22035

STATE OF IOWA

DAS No. 9485.00

DAS - SHB -

ARCHIVES

STORAGE

RENOVATION

DAS# 9485.00

100% CONSTRUCTION DOCUMENTS09/19/25

1.

2.

3.

4.

REMOVE ALL MEPT SYSTEM COMPONENTS WITHIN AREAS OF THE WORK OF THIS

CONTRACT THAT ARE NOTED AS ABANDONED OR TO BE ABANDONED BY THE WORK

OF THIS CONTRACT.

WHEREVER DEMOLISHED WALLS ABUT WALLS TO REMAIN, PATCH AND PREPARE TO

BE REFNISHED.

REPAIR AND PATCH WALLS AND CONCRETE FLOOR SLAB WHERE DAMAGED OR

UNFINISHED SURFACE RESULTING FROM REMOVE OF CASEWORK, WALL, FIXTURES

OR ANY OTHER ITEMS REQUIRED TO BE REMOVED BY THIS CONTRACT WILL AFFECT

INSTALLATION OF NEW SHELVING UNITS.

ANY DAMAGE DONE TO EXISTING CONDITIONS TO REMAIN TO BE REMEDIED AT

EXPENSE OF CONTRACTOR.

GENERAL DEMOLITION NOTES

1/8" = 1'-0"A1 FIRST LEVEL DEMOLITION PLAN

1/8" = 1'-0"A4 FIRST LEVEL REFLECTED CEILING DEMOLITION PLAN

DEMOLITION KEYNOTES

KEY DESCRIPTION

D1 REMOVE WALL IN ITS ENTIRETY

D2 REMOVE EXISTING DOOR AND FRAME.

D3 REMOVE EXISTING HIGH DENSITY STORAGE IN ITS ENTIRETY, INCLUDING FLOOR

TRACK, CARPET, ACCESSORIES, ETC. (ALT 01).

D4 EXISTING FLAT FILE CABINETS TO BE RELOCATED PRIOR TO CONTRACT (BY

OWNER).

D5 REMOVE EXISTING DOOR PANEL. PROTECT AND SALVAGE HM FRAME TO BE

RE-USED.

D6 REMOVE EXISTING PANEL CEILING LIGHT FIXTURES, AND MECH. SALVAGE

DIFFUSERS FOR REINSTALL.

D7 REMOVE EXISTING PENDANT LIGHT FIXTURES.

D8 REMOVE EXISTING TRACK LIGHTING. PATCH / REPAIR / PAINT DRYWALL TO MATCH

EXISTING. ALL LOCATIONS TO BE VIF.

D9 REMOVE EXISTING STORAGE SHELVING (ALT 01).

D10 REMOVE EXISTING WALL BASE.

D11 REMOVE PORTION OF EXISTING CONCRETE SLAB FOR NEW UNDERFLOOR PIPING,

SEE PLUMBING

D12 REMOVE PORTION OF WALL FOR NEW DOOR INTO DIGITIZATION LAB.

D13 REMOVE EXISTING LIGHT FIXTURES.

D14 REMOVE CARPET WALL, WOOD BACKUP TO REMAIN (ALL SURFACES WITHIN

ROOM).

D15 REMOVE DATA / POWER / WIREMOLD ALONG WALLS - REFER TO ELECTRICAL

DEMO

B

C

D

E

F

G

A3 A-211

A3 A-211

STORAGE

1 1/4"

0"

C3 A-211

C3 A-211

D4 A-501

A1 A-211

A1 A-211

151A

151B

ARCHIVE

STORAGE

D4 A-501

3' -6

3' -6

D

E P

TH

2' -8

3'

-6

'-6

22'-6"

16'-0"

3'-6"

A A A A A A A A A A A A A A A A

'-6

'-6

DEPTH

1'-4"

'-6

DEPTH

2'-8"

DEPTH

1'-4"

DEPTH

1'-4"

3'-6"

'-6

3'-6"

DEPTH

2'-8"

'-6

C

LR

5' -1

0"

CLR

6'-2"

D E

P

TH

2' -8

D E

P

TH

2' -8

3'-6"

UP

UP

AAAAAAAA A A A A A A A A

C

C

C

C

C

C C

C

E

C

D

D

16'-0"

B

B

B

B

B

B

B

B

B

B

B

A

A

A

A

C

9'-8"

27'-6"

C

FURNITURE - OF/OI

A A A A A A A A A A A A A A A A A A A A A A

A-411 A5

A1A1

A2

A4 A4

A4

A4 A4

A4A4

A4

A5

A5

E

C

A6

A6

A6

A6

2'-8"

2'-8"

A7

1 1/4"

1 1/4"

DIGITIZATION LAB

7C

157A

157B A6

A6

A6A6

(4

2"

E A

'-0

5'

-4

(4

2"

E A

'-0

A9

A9

A9

A9

C1 A-501

C1 A-501

C1 A-501

C1 A-501

C1 A-501

C1 A-501

C1 A-501

A9

A3

A3

4'-6"

4'-6"

(6) @ 42" EA

21'-0"

(7) @ 42" EA

24'-6"

REMAINDER

X

5' -4

R E

M A

IN

D

E R

X

R E

M A

IN

D

E R

X

(6

2"

E A

'-0

(5) @ 42" EA

17'-6" 4'-0"

(6

2"

E A

'-0

(6

2"

E A

'-0

(6

2"

E A

'-0

(7

2"

E A

'-6

R E

M A

IN

D

E R

X

(5

2"

E A

'-6

F

(2) @ 42" EA

7'-0"

(7

2"

E A

'-6

R E

M A

IN

D

E R

X

A37' -1

0" 1'

-6

A3

A12

A12

A12

A13

A13A13

A13 A13

A13

A13

A13

A6

A6

A6

A6

3'-6"

3'-6"

13 14 15 16

B

C

D

E

F

G

A3 A-211

A3 A-211

C1 A-211

C1 A-211

C3 A-211

C3 A-211

A1 A-211

A1 A-211

ARCHIVE

STORAGE

STORAGE

EXISTING SOFFIT

TO REMAIN

*NOTE: NOT ALL

EXISTING MEPT

EQUIPMENT IS

SHOWN

EX

IS

TI

N

G D

U C

TW

O

R K

EXISTING DUCTWORK

DIGITIZATION LAB

A8

A11

A10

DIRECT / INDIRECT

FIXTURES - SEE ELEC

11'-4"

LINEAR PENDANT

FIXTURES - SEE E-201.

CEILING LEGEND

SPRINKLER HEAD

SUPPLY DIFFUSER

RETURN DIFFUSER

2'x4' TROFFER LIGHT

SURFACE MOUNTED/PENDANT DOWNLIGHT

2' X 2' SATC

EXISTING LINEAR

DIFFUSER - REUSED

E

Q S

H E

LV

E

S

'-0

" M A

X

E

Q S

H E

LV

E

S

'-0

E

Q S

H E

LV

E

S

'-0

" M A

X

E

Q S

H E

LV

E

S

'-0

EQUAL SHELVING

SEE PLANSEE PLAN

A - MECHANICAL ASSIST - DOUBLE SIDED

16" D SHELVING FOR TOTAL 32" D.

C- FIXED SHELVING

SEE PLAN FOR DEPTH

D- FIXED SHELVING

SEE PLAN FOR DEPTH

SEE PLAN

B - MECHANICAL ASSIST - DOUBLE SIDED

16" D SHELVING FOR TOTAL 32" D.

42" MIN.

" M

IN

" M

IN

EQUAL SHELVING

SEE PLAN

42" MIN.

" M

IN

" M

IN

42" MIN.

E- FIXED SHELVING

32" DEPTH

E

Q S

H E

LV

E

S

'-0

" M A

X

5'-4"

" M

IN

~ 51,400 TOTAL SF OF STORAGE

5'-0" CLR42" MIN.

7' -0

3'-6"

F- FIXED SHELVING

15" DEPTH

A.

B.

C.

ALL DIMENSIONS ARE ACTUAL AND ARE TO FACE OF METAL STUDS, FACE OF

MASONRY, OR CENTERLINE OF COLUMN, UNLESS NOTED OTHERWISE.

FLOOR SPOT ELEVATIONS ARE SHOWN THUS: 0'-0"

ALL WALLS AND EXPOSED CEILINGS, CONDUITS, SPRINKLERS, DUCTS,

GRILLES, ETC. TO BE PAINTED PT-1 UNLESS OTHERWISE NOTED.

GENERAL NOTES

SHEET NUMBER

SHEET NAME

PROJECT NO.

OWNER

PROJECT NAME

CONSULTANTS

© NEUMANN MONSON INC.

Unauthorized copying, disclosure or construction without written permission by Neumann Monson Inc. is prohibited.

ARCHITECT OF RECORD

Neumann Monson Architects

221 East College Street | Suite 303 Iowa City, Iowa 52240 319.338.7878

111 East Grand Avenure, Suite 105 Des Moines, Iowa 50309 515.339.7800

ISSUE

DATE DESCRIPTION

IMEG Corp

MEP

2882 106th St.

Des Moines, IA 50322 515.334.4326

TB

V er si on

6.

A-101

FLOOR PLAN AND

REFLECTED

CEILING PLAN

22035

STATE OF IOWA

DAS No. 9485.00

DAS - SHB -

ARCHIVES

STORAGE

RENOVATION

DAS# 9485.00

100% CONSTRUCTION DOCUMENTS09/19/25

1/8" = 1'-0"A3 ARCHIVES STORAGE - ENLARGED FLOOR PLAN

1/8" = 1'-0"A1 ARCHIVES STORAGE - REFLECTED CEILING PLAN

SHELVING AXON - FOR REFERENCE

1/4" = 1'-0"

SHELVING TYPES

FLOOR & CEILING PLAN NOTES

KEY DESCRIPTION

A1 GRIND ENTIRE EXISTING CONCRETE FLOORING TO LEVEL FINISH WITHIN

HIGH DENSITY STORAGE TOLERANCES. ENTIRETY OF CONCRETE FLOOR

TO BE SEALED.

A2 HEAVY DUTY LADDER (3) IN TOTAL - BASIS OF DESIGN: FS INDUSTRIES

MODEL SW 832

A3 AUTO DOOR ACTUATOR MOUNTED @ 42" AFF. INSTALLATION TO BE

COORDINATED PRIOR TO INSTALLATION.

A4 3/4" (MIN) PLYWOOD SUBFLOOR AND RAMP ENTIRE FOOTPRINT OF

MECHANICAL ASSIST SHELVING FOR RAIL ATTACHEMENT. COVER

PLYWOOD SUBFLOOR WITH L-1.

A5 ALIGN FACE OF SHELVING

A6 NEW WALL BASE, RB-1 AT ALL GWB & CONCRETE WALLS

A7 PATCH CAST IN PLACE CONCRETE FLOOR AS REQUIRED.

A8 PAINT EXISTING GYP CEILING. PROTECT EXISTING WOOD CEILING. NEW

LIGHT FIXTURES TO BE INSTALLED.

A9 INSTALL NEW GYP BD. PNT PER FINISH SCHEDULE.

A10 CONTRACTOR TO COORDINATE ALL MECH DIFFUSERS / SUPPLY AIR

GRILLES & VENTS IN NEW INSTALLED CEILING TILE.

A11 CEILING TILE TO BE CENTERED IN ROOM UNLESS NOTED OTHERWISE.

A12 CARD READER (INSTALLATION TO BE COORDINATED PRIOR TO

INSTALLATION).

A13 ALT #1: LED AISLE LIGHTING @ MOBILE SHELVING SYSTEM.ALT #2:

1 2 3

C

D

E

F

EXISTING RAMP TO

OVERHEAD DOOR

ARCHIVE

STORAGE (WEST)

APPROXIMATE EXTENTS

OF EXISTING SHELVING

(TO REMAIN DURING

INSTALLATION OF NEW

LIGHT FIXTURES.)

1 2 3

C

D

E

F

APPROXIMATE LOCATION

OF EXISTING SHELVING

(TO REMAIN DURING

INSTALLATION OF NEW

LIGHT FIXTURES)

APPROXIMATE LOCATION

OF EXISTING LIGHT

FIXTURES. EXACT

QUANTITIES & LOCATION -

VIF.

NEW LIGHT FIXTURES

(TO BE CENTERED

BETWEEN SHELVING, TYP)

REFER TO E-201.

ARCHIVE

STORAGE (WEST)

TYP

15'-4 3/4"

EXISTING SHELVING

EXISTING LIGHT FIXTURES

(TO BE REMOVED)

NEW LIGHT FIXTURES

SHEET NUMBER

SHEET NAME

PROJECT NO.

OWNER

PROJECT NAME

CONSULTANTS

© NEUMANN MONSON INC.

Unauthorized copying, disclosure or construction without written permission by Neumann Monson Inc. is prohibited.

ARCHITECT OF RECORD

Neumann Monson Architects

221 East College Street | Suite 303 Iowa City, Iowa 52240 319.338.7878

111 East Grand Avenure, Suite 105 Des Moines, Iowa 50309 515.339.7800

ISSUE

DATE DESCRIPTION

IMEG Corp

MEP

2882 106th St.

Des Moines, IA 50322 515.334.4326

TB

V er si on

6.

A-101B

FLOOR PLAN AND

REFLECTED

CEILING PLAN

22035

STATE OF IOWA

DAS No. 9485.00

DAS - SHB -

ARCHIVES

STORAGE

RENOVATION

DAS# 9485.00

100% CONSTRUCTION DOCUMENTS09/19/25

1/8" = 1'-0"A5 ARCHIVE STORAGE (WEST) - ENLARGED FLOOR PLAN

1/8" = 1'-0"C5 ARCHIVE STORAGE (WEST) - REFLECTED CEILING PLAN

LOWER LEVEL

100'-0"

LEVEL 1

116'-0"

LEVEL 2

138'-0"

LEVEL 3E

151'-8"

LEVEL 3W

160'-0"

ROOF LEVEL E

165'-0"

13 14 15 16

LEVEL 1.5

127'-0"

A3 A-211

A3 A-211

COLLECTIONS

LIBRARY

ARCHIVE

STORAGE

C3 A-211

C3 A-211

LEVEL 1

116'-0"

LEVEL 2

138'-0"

LEVEL 3E

151'-8"

LEVEL 3W

160'-0"

ROOF LEVEL E

165'-0"

B C D E F

LEVEL 1.5

127'-0"

C1 A-211

C1 A-211

A1 A-211

A1 A-211

ARCHIVE

STORAGE

COLLECTIONS

LOWER LEVEL

100'-0"

LEVEL 1

116'-0"

LEVEL 2

138'-0"

LEVEL 3E

151'-8"

LEVEL 3W

160'-0"

ROOF LEVEL E

165'-0"

13 14 15 16

LEVEL 1.5

127'-0"

A3 A-211

A3 A-211

C3 A-211

C3 A-211

STORAGE

C1 A-501

LEVEL 1

116'-0"

LEVEL 2

138'-0"

LEVEL 3E

151'-8"

LEVEL 3W

160'-0"

ROOF LEVEL E

165'-0"

B C D E F G

LEVEL 1.5

127'-0"

C1 A-211

C1 A-211

A1 A-211

A1 A-211

ARCHIVE

STORAGE

STORAGE

LIBRARY

READING ROOM

COLLECTIONS

M A

X H

E

IG

H T

'-0

" DIGITIZATION LAB

SHEET NUMBER

SHEET NAME

PROJECT NO.

OWNER

PROJECT NAME

CONSULTANTS

© NEUMANN MONSON INC.

Unauthorized copying, disclosure or construction without written permission by Neumann Monson Inc. is prohibited.

ARCHITECT OF RECORD

Neumann Monson Architects

221 East College Street | Suite 303 Iowa City, Iowa 52240 319.338.7878

111 East Grand Avenure, Suite 105 Des Moines, Iowa 50309 515.339.7800

ISSUE

DATE DESCRIPTION

IMEG Corp

MEP

2882 106th St.

Des Moines, IA 50322 515.334.4326

TB

V er si on

6.

A-211

BUILDING

SECTIONS

22035

STATE OF IOWA

DAS No. 9485.00

DAS - SHB -

ARCHIVES

STORAGE

RENOVATION

DAS# 9485.00

100% CONSTRUCTION DOCUMENTS09/19/25

1/8" = 1'-0"C1 BUILDING SECTION - E/W

1/8" = 1'-0"A3 BUILDING SECTION - N/S 1/8" = 1'-0"A1 BUILDING SECTION - E/W1

1/8" = 1'-0"C3 BUILDING SECTION - N/S1

EF

4' -1

0"

2'-7 1/2" 4'-6 1/4" 4'-6 1/4" 4'-6 1/4" 4'-6 1/4" 4'-6 1/4" 4'-6 1/4" 6" BASE

27'-1 1/4"

4' -1

0"

09 9000; PAINT09 9000; PAINT

*FINAL DIMENSIONS TO BE COORDINATED WITH SUPPLIED PRODUCTS

E F

4' -1

0"

4'-6 1/4" 4'-6 1/4" 4'-6 1/4" 4'-6 1/4" 4'-6 1/4" 4'-6 1/4"

27'-1 1/4"

6" BASE

09 9000; PAINT09 9000; PAINT

*FINAL DIMENSIONS TO BE COORDINATED WITH SUPPLIED PRODUCTS

6" 2'

-1

1/ 2"

3' -6

7'-8" 7'-8"

16'-2 1/8"

12 3600; SSM COUNTERTOP

(SSM1)

*FINAL DIMENSIONS TO BE COORDINATED WITH SUPPLIED PRODUCTS

E4 A-411

3' -6

09 9000;

PAINT, PT-1

12 3600; SSM COUNTERTOP

(SSM1)

09 6500; RESILIENT BASE

RB-2

NORTH: SIM

E

F

G

C3 A-211

C3 A-211

A1 A-211

A1 A-211

A-411D2

A-411D3 D1

B3

STORAGE

VI

F

9' -9

L4.3

C

LR

5' -0

COPIER OF/OI

BULKHEAD ABOVE

L3.3

L3.3

L3.3

BELOW

BELOW

BELOW

ALIGN

7'-0"

A-411 A3

A-411A2

7'-0"

BELOW

L3.3

L3.3

L3.3 BELOW

BELOWDIGITIZATION LAB

7C

E Q

E Q

A-411D3

Si m

157A

157B

OF/OI

MEDIA

CART

OF/OI

SCANNING

STATION

OF/OI

SCANNING

STATION

OF/OI

LARGE

FORMAT

IMAGING

STATION

OF/OI

AUDIO

TRANSFER

STATION

35MM

SLIDE /

TRANSPARENCY

OF/OI

STEENBECK

TABLE

OF/OI

VIDEO

TRANSFER

STATION

A6 A-501

SHELVING

A1

B2

A-411

B3Sim

2 1/2" DIA OPENINGS

IN CORIAN SURFACE.

LOCATIONS TO BE

VERIFIED W/ OWNER.

TYP ALL LOCATIONS.

9" E

Q E

Q 9"

9" E

Q E

Q 9"

E Q

E Q

E Q

E Q

9" 9"

A1 A-501

A1 A-501

SIM

6' -0

'-5

6' -0

A1 A-501

SIM

E4 A-411

1' -4

AL

IG

N

C3

E4 A-411

EQ EQ

AL

IG

N

3' -0

3'

-0

POP-UP OUTLET

RECEPTACLE(S)

BASIS OF DESIGN:

INTERION ARMLESS

MESH STOOL - BLACK

MODEL #: WB695645BK

QTY: (2)

BASIS OF DESIGN:

INTERION ARMLESS

MESH STOOL - BLACK

MODEL #: WB695645BK

QTY: (2)

6"

D

R A

W E

R S

4' -4

4'-6 1/4"

PER MFR

P E

R M

FR

7'-8"

TYPE 1

FIXED

SHELVING

36" D

TYPE 2

FLAT FILE

CABINET

60.75" D

TYPE 3

FLAT FILE

CABINET

40.25" D

6"

ADJUSTABLE

DIVIDERS

D

R A

W E

R S

4' -4

6"

4'-6 1/4"

TYPE 4

FLAT FILE

CABINET

40.25" D

D

R A

W E

R S

3' -5

"ADJUSTABLE

SHELVES

FG

09 9000; PAINT09 9000; PAINT09 9000; PAINT

09 6500; RESILIENT BASE

OF/OI

STEENBECK

TABLE

OF/OI

VIDEO

TRANSFER

STATION

EXISTING LOUVER

PNT TO MATCH WALL

TYP

1'-8"

T.

O

. C O

U N

TE

R

TO

P

2' -6

DIRECT / INDIRECT

FIXTURES - SEE ELEC

F G

09 9000; PAINT09 9000; PAINT

OF/OI

AUDIO

TRANSFER

STATION

OF/OI

LARGE

FORMAT

IMAGING

STATION

OF/OI

SCANNING

STATION

OF/OI

SCANNING

STATION

OF/OI

MEDIA

CART

A1 A-501

TYP

1'-8"

REMAINDER

REMAINDER

TYP

1'-8"

T.

O

. C O

U N

TE

R

TO

P

2' -6

09 6500; RESILIENT BASE

DIRECT / INDIRECT

FIXTURES - SEE ELEC

A6 A-501

09 6500; RESILIENT BASE

09 9000; PAINT09 9000; PAINT

CARD READER

(INSTALLATION TO BE

COORDINATED PRIOR

TO INSTALLATION).

09 9000; PAINT09 9000; PAINT

09 6500; RESILIENT BASE

7' -0

3'-6"

LEVEL 1

116'-0"

3' -6

10 5113; ARCHIVAL FLAT

FILE STORAGE CABINETS

12 3600; SOLID SURFACE (SSM-1)

1'-6"

ALIGN

06 4100; 3/4" SUBSTRATE

POWER/DATA

RECEPTACLE, RE:

ELEC.

L3.3

12 3600;

COUNTER

BRACKET

09 6500; RESILIENT WALL

BASE RB-2

C O

O R

D

IN

A

TE

L O

C A

TA

IO

N W

/ P O

P -U

P R

E C

E P

TA

C

LE

2' -6

AL

IG

N

6"

10 5113; ARCHIVAL FLAT FILE

STORAGE CABINETS FLUSH BASE

1'-0"

POP-UP RECEPTACLE

OPEN / CLOSED POSITION(S)

E4 A-411

09 6500; RESILIENT BASE

RB-2

PAINT, PT-1

12 3600; SSM COUNTERTOP

(SSM1)

3' -6

09 6500; RESILIENT BASE09 6500; RESILIENT BASE

SHEET NUMBER

SHEET NAME

PROJECT NO.

OWNER

PROJECT NAME

CONSULTANTS

© NEUMANN MONSON INC.

Unauthorized copying, disclosure or construction without written permission by Neumann Monson Inc. is prohibited.

ARCHITECT OF RECORD

Neumann Monson Architects

221 East College Street | Suite 303 Iowa City, Iowa 52240 319.338.7878

111 East Grand Avenure, Suite 105 Des Moines, Iowa 50309 515.339.7800

ISSUE

DATE DESCRIPTION

IMEG Corp

MEP

2882 106th St.

Des Moines, IA 50322 515.334.4326

TB

V er si on

6.

A-411

ENLARGED PLANS

AND ELEVATIONS

22035

STATE OF IOWA

DAS No. 9485.00

DAS - SHB -

ARCHIVES

STORAGE

RENOVATION

DAS# 9485.00

100% CONSTRUCTION DOCUMENTS09/19/25

1/4" = 1'-0"D2 STORAGE 152- WEST ELEVATION

1/4" = 1'-0"D1 STORAGE 152 - EAST ELEVATION

1/4" = 1'-0"D3 STORAGE 152 & DIGITIZATION LAB 157 - EAST

1/4" = 1'-0"B3 STORAGE 152 & DIGITIZATION LAB 157 - SOUTH

1/4" = 1'-0"A5 STORAGE 152 & DIGITIZATION LAB 157 - ENLARGED PLAN

1/4" = 1'-0"

FLAT FILE CABINET TYPES

1/4" = 1'-0"A2 DIGITIZATION LAB 157 - WEST ELEVATION

1/4" = 1'-0"A3 DIGITIZATION LAB 157 - EAST ELEVATION

1/4" = 1'-0"A1 DIGITIZATION LAB 157 - NORTH ELEVATION

1/4" = 1'-0"B2 DIGITIZATION LAB 157 - SOUTH ELEVATION

1 1/2" = 1'-0"E4 COUNTER SECTION DETAIL @ STORAGE

1/4" = 1'-0"C3 STORAGE 152 & DIGITIZATION LAB 157 - WEST

LEVEL 1

116'-0"

V.

I.F

1/

4"

EXISTING SLAB

ON GRADE

1/2" / 1'-0"

CLEAN AND PREP EXISTING

FLOOR EDGE TO RECIEVE NEW

STEEL RAMP

3/8" CONCRETE

ANCHOR STUD

WELDED TO STEEL

PLATE, SET IN EPOXY

1/4" STEEL PLATE

2'-6"

FEATHER EDGE OF

STEEL TO LIMIT LIP

GROUT

E

D4 A-501

ADJACENT FIXED

SHELVING UNIT

LINE OF FLOOR ELEVATION CHANGE

STEEL PLATE

TRANSITION

3/8" CONCRETE ANCHOR

STUD BELOW

EXISTING CONCRETE COLUMN

0" 1 1/4"

1/2" / 1'-0"

2'-6"

VE

R

IF

Y

5' -1

0"

F

SEE WALL TYPE

VERIFY

07 9200; JOINT SEALANT

COORDINATE ACTUAL

LINTEL/HEAD CONDITIONS

W/ STRUCTURAL

REQUIREMENTS

09 2116; GYP BD

7'-0" AFF

T.O. FRAME

08 1113; HM DOOR FRAME

1"

EXISTING WALL

PATCH DRYWALL

AS REQUIRED TO

INSTALL HEADER

WIDTH REQUIRED

VERIFTY FRAME

LEVEL 1

116'-0"

3'-0"

2' -6

12 3600;

COUNTERTOP (SSM1)

3/4" PLYWOOD

HEAVY DUTY SHELF BRACKET

20" O.C.

EXISTING CONCRETE WALL

EXISTING 5/8" PLYWOOD

(TO REMAIN)

GYP BD

*CONFIRM SHELF BRACKET TYPE TO

BE USED @ WEST WALL OF

DIGITIZATION LAB 157 BASED ON

WALL TYPE.

EXISTING CONCRETE FLOOR

09 6500; RESILIENT WALL

BASE RB-1

L-1

LEVEL 1

116'-0"

LINE OF OF MECHANICAL ASSIST

MOBILE SHELVING (EXTENTS)

PLYWOOD SUB-FLOORING & RAMP

PER MOBILE SHELVING MFR

L-1 (TO BE INSTALLED BY FLOORING

CONTRACTOR PRIOR TO INSTALL OF

RAIL & SHELVING SYSTEM(S).

DUAL FLANGE GUIDE RAIL

EXISTING CONC FLOOR

SLOPE PER MOBILE

SHELVING MFR

MAX

16" O.C.

LEVELING SCREWS

PERMANENT FLOOR

ANCHORS AS REQUIRED

GROUT PAD (1/4" MIN)

L LOAD RAIL

N

SEE SCHEDULE

S E

E S

C H

E D

U

LE

SHEET NUMBER

SHEET NAME

PROJECT NO.

OWNER

PROJECT NAME

CONSULTANTS

© NEUMANN MONSON INC.

Unauthorized copying, disclosure or construction without written permission by Neumann Monson Inc. is prohibited.

ARCHITECT OF RECORD

Neumann Monson Architects

221 East College Street | Suite 303 Iowa City, Iowa 52240 319.338.7878

111 East Grand Avenure, Suite 105 Des Moines, Iowa 50309 515.339.7800

ISSUE

DATE DESCRIPTION

IMEG Corp

MEP

2882 106th St.

Des Moines, IA 50322 515.334.4326

TB

V er si on

6.

A-501

DOOR SCHEDULE,

FINISH SCHEDULE,

AND INTERIOR

DETAILS

22035

STATE OF IOWA

DAS No. 9485.00

DAS - SHB -

ARCHIVES

STORAGE

RENOVATION

DAS# 9485.00

100% CONSTRUCTION DOCUMENTS09/19/25

3" = 1'-0"D4 FLOOR TRANSITION DETAIL

EXISTING DOOR SCHEDULE

NO. ROOM

DOOR FRAME

NOTESMAT FINISH FINISH

151A ARCHIVE STORAGE EXISTING PLAM PT-1 REUSE EXISTING HM FRAME

151B ARCHIVE STORAGE EXISTING PLAM PT-1 REUSE EXISTING HM FRAME

157A DIGITIZATION LAB EXISTING PLAM PT-1 CHANGE CORE & KEYING, REMAINING ITEMS REQUIRE NO CHANGE, PAINT FRAMES 157B DIGITIZATION LAB EXISTING PLAM PT-1 CHANGE CORE & KEYING, REMAINING ITEMS REQUIRE NO CHANGE, PAINT FRAMES

ROOM SCHEDULE

Room

FLOOR BASE WALL CEILING NOTESNO. NAME

151 ARCHIVE STORAGE - RB-1 PT-1 PT-1 PAINT ALL WALLS AND CEILINGS

152 STORAGE L-1 RB - 1 / RB-2 PT-1 SATC-1 PAINT ALL WALLS AND CEILINGS. RB-2 AT ISLAND.

157 DIGITIZATION LAB L-1 RB - 1 / RB-2 PT-1 PT-1 PROTECT WOOD CEILING ELEMENTS DURING PAINTING EXISTING GYP CEILING. RB-2 AT ISLAND.

1 1/2" = 1'-0"A4 PLAN DETAIL - FLOOR TRANSITION - TYPICAL

INTERIOR FINISHES

Designator Material Manufacturer Description Comments

SATC-1 09 5100; Acoustical Ceiling Armstrong Optima Tegular, 24" x 24" NO. 3251 STORAGE ROOM 105 CEILING RB-1 09 6500; Resilient Base Johnsonite Millwork Wall Base - Mandalay - 2 1/2" Color: 01 Snow White AT ALL EXISTING AND NEW GWB WALLS RB-2 09 6500; Resilient Base Johnsonite Millwork Wall Base - Mandalay - 6 Color: 01 Snow White AT ISLAND STORAGE 152 & DIGITIZATION LAB 157 L-1 09 6500; Resilient Flooring Forbo Flooring Systems Collection: Marmoleum Color: 3367 Alloy STORAGE 152 & DIGITIZATION LAB 157 PT-1 09 9000; Paint Sherwin-Williams SW 7004, Snowbound PRIMARY FIELD COLOR. PAINT ALL EXISTING WALLS, NEW WALLS, AND EXPOSED STRUCTURE.

SSM-1 12 3600; Solid Surface Corian Glacier White - 1/2" STORAGE ROOM 105 COUNTER

NEW DOOR SCHEDULE

NO. ROOM

Door Size DOOR Panel TypeWidth Height

Panel Function MAT FINISH

157C DIGITIZATION LAB 6'-0" 7'-0" PAIR HM PT Panel-NV : N

3" = 1'-0"A6 HEAD DTL @ HM DOOR

3" = 1'-0"A1 SECTION DTL @ DIGITIZATION LAB COUNTERTOP

3" = 1'-0"C1 SECTION DTL @ MOBILE SHELVING

PLAN OR DETAIL NUMBER

PLAN OR DETAIL NAME

PLAN OR DETAIL SCALE

DETAIL REFERRED TO BY SECTION CUT

SHEET DETAIL IS LOCATED ON

NAME

VIEW NAME

1/8" = 1'-0"

M101

SIMSIM

INDICATES SIMILAR DETAIL REFERENCED

IN MULTIPLE LOCATIONS

LEVEL NAME

10'-0" HEIGHT ABOVE

PROJECT 0'-0"

1 INDICATES NOTE USED TO DESCRIBE

ADDITIONAL INFORMATION ABOUT

WORK REQUIRED, SPECIFIC TO THE

SHEET AND/OR DETAIL

N O R

HT

INDICATES DIRECTION OF TRUE NORTH

VIEW KEY

LINE TYPE AND TAG KEY:

NEW WORK BY THIS CONTRACTOR (WIDE LINE)

NEW

EXISTING TO BE REMOVED (SHORT DASHED PATTERN)

NEW UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)

EXISTING TO REMAIN OR WORK BY OTHERS (NARROW LINE)

EXISTING

EXISTING TO BE REMOVED BY OTHERS (SHORT DASHED PATTERN)

EXISTING UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN)

HALFTONING DOES NOT MODIFY SCOPE.

'TAG'-E TAGS WITH DASH 'E' INDICATES THE REFERENCED OBJECT IS EXISTING

TAG UNDERLINED TAG INDICATES OBJECT IS IN-SCOPE. IF NEW, ADDITIONAL

INFORMATION IS AVAILABLE IN A SCHEDULE, MATERIAL LIST, OR SYMBOL LIST

INDICATES AN EXISTING SYSTEM'S POINT OF CONNECTION/REMOVAL

T101

CONTACT PERSONS:

PROJECT MANAGER

MECHANICAL

ELECTRICAL

TECHNOLOGY

PETER ERNZEN

PETER ERNZEN

SENKO DIZDAREVIC

ALFONSO ARAULLO

DESCRIPTION: PERSON:

TEMPERATURE CONTROLS CONTRACTORT.C.C.

ASBESTOS ABATEMENT CONTRACTOR

FIRE PROTECTION CONTRACTORF.P.C.

HEATING CONTRACTORH.C.

PLUMBING CONTRACTORP.C.

GENERAL CONTRACTORG.C.

MECHANICAL CONTRACTORM.C.

VENTILATION CONTRACTORV.C.

ELECTRICAL CONTRACTORE.C.

A.C.

CONTRACTOR ABBREVIATION KEY

ABBR: DESCRIPTION:

SECURITY CONTRACTORS.C.

TECHNOLOGY CONTRACTORT.C.

MECHANICAL GENERAL NOTES:

THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED

TO, FIRE PROTECTION, DUCTWORK AND PLUMBING.

1. DRAWINGS SHOWING LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC. ARE

DIAGRAMMATIC AND MAY NOT ALWAYS REFLECT EXACT INSTALLATION CONDITIONS.

DRAWINGS SHOW THE GENERAL ARRANGEMENT OF DUCTWORK, PIPING, EQUIPMENT, ETC.,

AND MAY NOT INCLUDE ALL OFFSETS AND FITTINGS REQUIRED FOR COMPLETE

INSTALLATION. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING

CONSTRUCTION AND THE WORK OF OTHERS WILL PERMIT.

2. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND CLEARANCES FROM

ARCHITECTURAL, STRUCTURAL, SUBMITTALS, AND OTHER APPROPRIATE DRAWINGS OR

PHYSICALLY AT SITE. REVIEW ALL DRAWINGS, INCLUDING THOSE OF OTHER TRADES.

3. COORDINATE ALL WORK WITH ALL OTHER TRADES PRIOR TO INSTALLATION TO PROVIDE

CLEARANCES REQUIRED FOR OPERATION, MAINTENANCE, CODE COMPLIANCE, AND TO

VERIFY NON-INTERFERENCE WITH OTHER WORK. DO NOT FABRICATE PRIOR TO

VERIFICATION OF NECESSARY CLEARANCES FOR ALL TRADES. BRING ANY INTERFERENCES

OR CONFLICTS TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING

WITH FABRICATION OR EQUIPMENT ORDERS.

4. REVIEW SPACE REQUIREMENTS OF EQUIPMENT SPECIFIED OR SUBSTITUTED AND MAKE

REASONABLE ACCOMMODATIONS IN LAYOUT AND POSITIONING TO PROVIDE PROPER

ACCESS.

5. ANY CHANGES REQUIRED TO ELIMINATE CONFLICTS OR THAT RESULT FROM A FAILURE TO

COORDINATE SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COST OR

EXPENSE TO OTHERS.

6. EACH CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ELECTRICAL

CHANGES REQUIRED FOR EQUIPMENT PROPOSED THAT DIFFERS FROM THE BASIS OF

DESIGN.

7. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY

AUDIO/VISUAL, AND OTHER MECHANICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING

MOUNTED DEVICES, OTHER THAN SPRINKLERS.

8. EACH CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY THEIR ACTIONS TO WALLS,

FLOORS, CEILINGS, AND ROOFS. THE CONTRACTOR WHOSE WORK CAUSES DAMAGE IS

RESPONSIBLE FOR PATCHING TO MATCH ORIGINAL CONSTRUCTION, FIRE RATING, AND

FINISH.

9. IN AREAS WITH DRYWALL CEILINGS, EACH CONTRACTOR SHALL PROVIDE ACCESS PANELS

AS REQUIRED FOR ACCESS TO VALVES, DUCTWORK ACCESSORIES, DAMPERS, ETC. THAT

ARE PART OF THEIR WORK. COORDINATE PANEL TYPE AND COLOR WITH ARCHITECT.

10. CAULK ALL PIPE AND DUCT PENETRATIONS OF FULL HEIGHT NON-FIRE RATED WALL,

PARTITION, FLOOR, AND ROOF ASSEMBLIES. THIS IS ESSENTIAL TO PREVENT NOISE

TRANSMISSION FROM ONE ROOM TO ANOTHER AND TO PROVIDE THE DESIRED NC LEVELS

WITHIN ROOMS.

11. EQUIPMENT SIZES AND SERVICE CLEARANCE REQUIREMENTS VARY AMONG DIFFERENT

MANUFACTURERS. CONSULT APPROVED SHOP DRAWINGS FOR EQUIPMENT SIZES AND

REQUIRED SERVICE CLEARANCES. COORDINATE WITH LAYOUT OF EQUIPMENT PADS,

PIPING, DUCTWORK, ETC.

12. DO NOT BLOCK TUBE PULL OR EQUIPMENT SERVICE CLEARANCES.

13. MAINTAIN A MINIMUM WORKING CLEARANCE OF 3’-6” IN FRONT OF ALL ELECTRICAL

EQUIPMENT REQUIRING MAINTENANCE, INSPECTION, AND TESTING INCLUDING BUT NOT

LIMITED TO PANELS, DISTRIBUTION PANELS, SWITCHBOARDS, MOTOR CONTROL CENTERS,

TRANSFORMERS, EQUIPMENT DISCONNECTS AND STARTERS.

14. MAINTAIN THE DEDICATED ELECTRICAL EQUIPMENT SPACE DEFINED BY THE WIDTH / DEPTH

OF ELECTRICAL EQUIPMENT MEASURED FROM THE FLOOR TO A HEIGHT 6’-0” ABOVE THE

EQUIPMENT OR THE STRUCTURAL CEILING, WHICHEVER IS LOWER. SYSTEMS FOREIGN TO

THE ELECTRICAL DISTRIBUTION SYSTEM ARE NOT ALLOWED IN THE DEDICATED

ELECTRICAL SPACE INCLUDING: DUCTWORK, PIPING, ETC.

15. DO NOT SUPPORT EQUIPMENT, PIPING, OR DUCTWORK FROM METAL DECKING OR OTHER

NON-STRUCTURAL BUILDING ELEMENTS. ANCHORS EMBEDDED IN CONCRETE SHALL BE

CRACKED CONCRETE APPROVED IN ACCORDANCE WITH SPECIFICATIONS.

MECHANICAL RENOVATION NOTES:

THESE NOTES APPLY TO ALL MECHANICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED

TO, FIRE PROTECTION, DUCTWORK AND PLUMBING.

1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD

SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND

REPORT ANY CONFLICTS BEFORE PROCEEDING.

2. NOT ALL EXISTING DUCTWORK AND PIPING IS SHOWN. VERIFY EXISTING CONDITIONS

BEFORE STARTING WORK. NOTIFY ENGINEER OF ANY CONFLICTS WITH NEW WORK.

3. FIELD VERIFY THE AVAILABLE CLEARANCES FOR DUCTWORK AND PIPING BEFORE

FABRICATION. RISES AND DROPS MAY BE NECESSARY BECAUSE OF EXISTING FIELD

CONDITIONS.

4. EACH CONTRACTOR SHALL FIELD VERIFY ACCESSIBILITY TO THE AREA OF THEIR WORK AND

SHALL NOTIFY THE GENERAL CONTRACTOR PRIOR TO BIDDING IF OTHER UTILITIES ARE

REQUIRED TO BE REMOVED OR RELOCATED TO ALLOW ACCESS TO THEIR AREA OF WORK.

5. EACH CONTRACTOR IS RESPONSIBLE FOR CUTTING, REMOVAL AND PATCHING OF ROOFS,

WALLS, AND FLOORS ASSOCIATED WITH THEIR WORK BEYOND WHAT IS SHOWN ON THE

ARCHITECTURAL PLANS.

6. EACH CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF CEILINGS,

CEILING TILES, AND CEILING GRIDS ASSOCIATED WITH THEIR AREAS OF WORK BEYOND

WHAT IS SHOWN ON THE ARCHITECTURAL PLANS.

7. WHERE EXISTING MECHANICAL SYSTEMS ARE LOCATED IN AREAS THAT CONFLICT WITH

NEW EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL

EITHER ARRANGE NEW EQUIPMENT, PIPING, OR DUCTWORK IN SUCH A FASHION THAT IT

DOES NOT CONFLICT WITH EXISTING SYSTEMS, OR REWORK EXISTING MECHANICAL

SYSTEMS TO ALLOW FOR INSTALLATION OF NEW EQUIPMENT, PIPING, OR DUCTWORK.

8. PROVIDE TEMPORARY CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICE DURING

CONSTRUCTION. MAINTAIN ACCESS TO EXISTING MECHANICAL INSTALLATIONS THAT

REMAIN ACTIVE.

9. OBTAIN PERMISSION FROM OWNER BEFORE SHUTTING DOWN ANY SYSTEM FOR ANY

REASON. MAINTAIN SERVICE TO ALL COMPONENTS THAT ARE TO REMAIN UNTIL NEW

SYSTEMS ARE INSTALLED.

10. MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE AND READY FOR

TIE IN AND SWITCHOVER. DRAIN SYSTEM ONLY TO MAKE SWITCHOVERS AND

CONNECTIONS. OBTAIN PERMISSION FROM OWNER BEFORE PARTIALLY OR COMPLETELY

DRAINING SYSTEM. MAKE CHANGEOVER TO NEW SYSTEMS WITH MINIMUM OUTAGE.

11. DISCONNECT AND REMOVE MECHANICAL DEVICES AND EQUIPMENT SERVING EQUIPMENT

THAT HAS BEEN REMOVED.

1. THE SYMBOLS AND THE MATERIAL LIST ARE FOR THE CONVENIENCE OF THE

CONTRACTOR. CONTRACTOR SHALL VERIFY QUANTITIES AND FURNISH ALL MATERIALS

REQUIRED FOR FULLY OPERATIONAL SYSTEMS, WHETHER SPECIFIED OR NOT.

2. CATALOG NUMBERS SHALL NOT BE CONSIDERED COMPLETE, BUT ARE GIVEN AS AN AID

TO THE CONTRACTOR AND TO INDICATE THE QUALITY REQUIRED. CONTRACTOR IS

RESPONSIBLE FOR COMPLETE DESCRIPTION OF MATERIAL ON THESE DRAWINGS AND

IN THE SPECIFICATIONS BEFORE ORDERING. THE DESCRIPTION OF THE MATERIAL

TAKES PRECEDENCE OVER THE CATALOG NUMBER. THE FIRST MANUFACTURER IS THE

BASIS OF DESIGN.

3. CENTER SPRINKLERS IN CEILING TILES IN BOTH DIRECTIONS IN ALL AREAS. IN AREAS

WITH 2’X4’ CEILING TILES CENTERING USING A 2’X2’ CEILING PATTERN IS ACCEPTABLE.

SPRINKLER HEADS SHALL BE ALIGNED WITH OTHER SPRINKLER HEADS, LIGHTING,

DIFFUSERS, AND ANY OTHER FEATURES IN THE CEILING.

4. NEW SPRINKLERS SHALL BE QUICK RESPONSE TYPE, UNLESS OTHERWISE NOTED.

CONTRACTOR SHALL NOT MIX STANDARD RESPONSE SPRINKLERS WITH QUICK

RESPONSE SPRINKLERS IN UNPARTITIONED SPACES.

5. PROVIDE COVERAGE ABOVE AND BELOW ALL EXPOSED DUCTWORK GREATER THAN 48"

WIDE.

6. PROVIDE COVERAGE ABOVE (IF APPLICABLE) AND BELOW FLOATING CEILINGS, REFER

TO ARCHITECTURAL PLANS.

7. FIRE PROTECTION PIPE ROUTING IS SHOWN FOR GENERAL LAYOUT. DETERMINE EXACT

NUMBER OF SPRINKLERS, PIPE SIZING, AND PIPE ROUTING.

8. THE FIRE PROTECTION SYSTEM SHALL BE DESIGNED TO MEET OWNER'S INSURANCE

COMPANY STANDARDS WHERE APPLICABLE. THE MORE STRINGENT OF THE OWNER'S

INSURANCE UNDERWRITER'S DESIGN CRITERIA AND THE NFPA STANDARDS SHALL BE

USED.

9. ALL BUILDING AREA SHALL BE FULLY SPRINKLERED INCLUDING CANOPIES, WALKWAYS,

OVERHANGS, SOFFITS, AND BUILDING PROJECTIONS. ALL ACCESSIBLE COMBUSTIBLE

CONCEALED SPACES SHALL BE FULLY PROTECTED BY THE SPRINKLER SYSTEM.

10. WHERE FEASIBLE INSTALL PIPES HIGH AS POSSIBLE TO AVOID CONFLICT WITH OTHER

DISCIPLINES.

11. INSTALL SYSTEM DRAINS AT LOW POCKET AREAS CONTAINING FIVE GALLONS OF

WATER OR MORE, PROVIDE WITH ISOLATION VALVE AND THREADED HOSE

CONNECTION.

12. MAIN PIPING PASSING BELOW SKYLIGHTS OR CLERESTORIES ARE NOT PERMITTED.

13. FOLLOW STRUCTURAL DETAILS WHEN PENETRATING OR PASSING THROUGH

STRUCTURAL ELEMENTS. ALTERNATE DESIGNS WILL NEED TO BE APPROVED THROUGH

THE STRUCTURAL ENGINEER.

14. PROVIDE INTERMEDIATE TEMPERATURE SPRINKLER HEADS WHERE REQUIRED BY NFPA

13 UNLESS OTHERWISE NOTED.

15. FINAL HEAD LOCATION, TYPE AND FINISH SHALL BE REVIEWED AND APPROVED BY THE

ARCHITECT.

16. PAINT ALL EXPOSED PIPING TO MATCH BACKGROUND OR AS DIRECTED BY THE

ARCHITECT.

17. THE OWNER MUST BE NOTIFIED PRIOR TO EACH AND EVERY DRAINING OR RECHARGING

OF THE SPRINKLER SYSTEM.

18. THE CONTRACTOR SHALL PREPARE A COORDINATED SET OF SHOP DRAWINGS AND

SHALL OBTAIN APPROVAL FROM THE AUTHORITIES HAVING JURISDICTION AND THE

LOCAL FIRE DEPARTMENT PRIOR TO ANY INSTALLATION.

19. DRAWINGS SHOW LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC. ARE

DIAGRAMMATIC AND MAY NOT ALWAYS REFLECT EXACT INSTALLATION CONDITIONS.

DRAWINGS SHOW THE GENERAL ARRANGEMENT OF DUCTWORK, PIPING, EQUIPMENT,

ETC. AND MAY NOT INCLUDE ALL OFFSETS AND FITTINGS REQUIRED FOR COMPLETE

INSTALLATION. THE DRAWINGS SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING

CONSTRUCTION AND THE WORK OF OTHERS WILL PERMIT.

20. VERIFY ALL DIMENSIONS AND CLEARANCES FROM ARCHITECTURAL, STRUCTURAL,

SUBMITTALS, AND OTHER APPROPRIATE DRAWINGS OR PHYSICALLY AT SITE. REVIEW

ALL DRAWINGS, INCLUDING THOSE OF OTHER TRADES.

FIRE PROTECTION GENERAL NOTES:

FIRE PROTECTION SHEET INDEX

F-000 FIRE PROTECTION COVERSHEET

FD101 FIRST FLOOR DEMOLITION PLAN - FIRE PROTECTION

F-201 FIRST FLOOR PLAN - FIRE PROTECTION

GRAND TOTAL: 3

SHEET NUMBER

SHEET NAME

PROJECT NO.

OWNER

PROJECT NAME

CONSULTANTS

© NEUMANN MONSON INC.

Unauthorized copying, disclosure or construction without written permission by Neumann Monson Inc. is prohibited.

ARCHITECT OF RECORD

Neumann Monson Architects

221 East College Street | Suite 303

Iowa City, Iowa 52240

319.338.7878

111 East Grand Avenure, Suite 105

Des Moines, Iowa 50309

515.339.7800

ISSUE

DATE DESCRIPTION

IMEG Corp

MEP

2882 106th St.

Des Moines, IA 50322

515.334.4326

T B

V e rs io n

.3

F-000

FIRE PROTECTION

COVERSHEET

22035

DAS - SHB -

ARCHIVES

STORAGE

RENOVATION DAS

# 9485.00

100% CONSTRUCTION DOCUMENTS09/19/25

2882 106TH STREET

DES MOINES, IA 50322

P: 515.334.9906 F: 515.334.9908 www.imegcorp.com

IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS,

TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING

AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND

SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT

WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF

IMEG CORP. ©2025 IMEG CORP.

REF. SCALE IN INCHES

0 1 2 3

PROJECT #22010338.00

NOTES:

1. SEE FLOOR PLANS FOR ZONING REQUIREMENTS.

2. SPRINKLER SHALL HAVE COLOR CODED BULB THERMAL ELEMENT.

3. ALL SPRINKLERS SHALL BE UL LISTED.

4. CONTRACTOR TO VERIFY SPRINKLER REQUIREMENTS BASED ON ACTUAL INSTALLATION, USAGE, ARCHITECTURAL CEILING PLAN AND NFPA 13

REQUIREMENTS.

5. TAG NAME IS PRIMARILY FOR IDENTIFIYING SPRINKLERS IN SUBMITTALS. IT MAY OR MAY NOT BE FOUND ELSEWHERE ON THE DRAWINGS.

CONTRACTOR TO SUBMIT ALL SPRINKLER TYPES TO BE USED.

6. AREAS ARE GENERAL IN NATURE. CONTRACTOR TO MATCH UNSCHEDULED AREAS TO SIMILAR SPACES.

7. SPRINKLERS SPECIFIED WITHIN FIRE SPRINKLER USAGE SCHEDULE ARE STANDARD COVERAGE TYPE. EXTENDED COVERAGE

SPRINKLERS ARE PERMITTED PROVIDED SPRINKLERS MEET THE REQUIREMENTS OF UL.

FIRE SPRINKLER USAGE SCHEDULE

AREA TYPE

(NOTE 1 & 6)

AREA

HAZARD

SPRINKLER

TEMPERATURE

RATING MANUFACTURER & MODEL NOTES

TAG NAME

(NOTE 4 & 5)

SPRINKLER

TYPE

RESPONSE

CATEGORY FINISH

AREAS WITH FINISHED

CEILINGS

SEE PLANS SPR-1 CONCEALED -

FLAT PLATE

QUICK…