| DRAWING LIST
GENERAL
*CO COVER
G1.0 GENERAL INFORMATION & LIFE SAFETY PLAN
Ph0.1 PHASE 1
Ph0.2 PHASE 2
Ph0.3 PHASE 3
ARCHITECTURAL
AD1.1 DEMOLITION PLANS
A1.1 FLOOR PLAN & REFLECTED CEILING PLAN
A7.1 DOOR & ROOM FINISH SCHEDULE, DOOR ELEVATIONS AND DETAILS, AND PARTITION TYPES
A8.1 EQUIPMENT PLAN
Fire Protection (F)
F1.1 FIRST FLOOR PLAN - FIRE PROTECTION
Plumbing (P)
PD1.1 FIRST FLOOR PLAN DEMOLITION - PLUMBING
P1.1 FIRST FLOOR PLAN - PLUMBING
P3.1 PLUMBING DETAILS AND SCHEDULES
Mechanical (M)
M0.0 MECHANICAL GENERAL NOTES & SYMBOLS
MD1.1 FIRST FLOOR PLAN DEMOLITION - HVAC
M1.1 FIRST FLOOR PLAN - HVAC
M3.1 MECHANICAL DETAILS AND SCHEDULES
Electrical (E)
E0.0 ELECTRICAL GENERAL NOTES & SYMBOLS
E0.1 TECHNOLOGY GENERAL NOTES & SYMBOLS
ED1.1 ELECTRICAL DEMOLITION - LIGHTING
ED1.2 ELECTRICAL DEMOLITION - POWER & SYSTEMS
E1.1 ELECTRICAL POWER
E2.1 ELECTRICAL LIGHTING
E3.1 ELECTRICAL TECHNOLOGY
E4.1 ELECTRICAL ONE-LINE DIAGRAM & DETAILS
E4.2 ELECTRICAL SCHEDULES
E4.3 ELECTRICAL SCHEDULES
EFA5.10.1 PFIHRAES DEE 1TECTION & ALARM PLANS
E5.1 PHASE 2
FA1.1 FIRE DETECTION & ALARM PLANS
PROFESSIONAL REGISTRATIONS |
SYMBOLS LEGEND
NOTE: NOT ALL SYMBOLS ARE USED IN CONSTRUCTION DOCUMENTS
DETAIL #
1 ENLARGED CALLOUT
1 WALL SECTION
A8.1
A8.1
SHEET #
XX.X COLUMN GRID
DETAIL #
WALL GRID
1 BUILDING SECTION (REPRESENTS
XX.X
A8.1 FACE OF EXISTING
WALL)
PAGE #
ALIGN
1 ALIGN
A8.1
DETAIL #
BREAK LINE
1 DETAIL SECTION
A8.1
SHEET # ELEVATION
ELEVATION
0'-0"
1 DETAIL #
1 REVISION NOTE
INTERIOR ELEVATION
A8.1
ROOM
NAME ROOM DESIGNATION
SHEET #
101
ARCHITECTURE
GLAZING TYPE B# CASEWORK TYPE AL1
0"
#.# KEYNOTE
-6"
CHANGE IN LEVEL
D#.# DEMOLITION KEYNOTE
MATL
CEILING/ SOFFIT 12
1'-0"
HEIGHT 6 ROOF PITCH
1-101
DOOR NUMBER SLOPE: 1/4"
SLOPE/ROOF SLOPE
DETAIL #
1 T# TOILET ACCESSORY
EXTERIOR ELEVATION
A8.1
SHEET #
# WALL TYPE
XXX-#
FINISH MATERIAL
XXX-# TRANSITION |
| PROFESSIONAL REGISTRATIONS |
|
| THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW
WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL
OFESSIO
SUPERVISION. I AM A DULY LICENSED ARCHITECT UNDER THE N SUPERVISION. I AM A DULY LICENSED ENGINEER UNDER THE
LAWS OF THE STATE OF IOWA. P R A L LAWS OF THE STATE OF IOWA.
D E
SIGNATURE: E N SIGNATURE:
S G
NAME: SARAH HUSTON N ERIC I NAME: ERIC HEYNEN
E HEYNEN N
DATE: 04/17/2026 C E DATE: 04/17/2026
P24706 E
LICENSE RENEWAL DATE: 06/30/2026 I L R LICENSE RENEWAL DATE: 12/31/2027
PAGES OR DIVISIONS COVERED: I A PAGES OR DIVISIONS COVERED:
O W
_____
G AND A SERIES EE SSEERRIIEESSand FA SHEET
THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW
WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL
OFESSION
SUPERVISION. I AM A DULY LICENSED ENGINEER UNDER THE
P R A L LAWS OF THE STATE OF IOWA.
D E
E N SIGNATURE:
S G
CHAD D.
N I NAME: CHAD BASS
E BASS N
C E DATE: 04/17/2026
21397 E
I L R LICENSE RENEWAL DATE: 12/31/2027
I A PAGES OR DIVISIONS COVERED:
O W
F, P, AND M SERIES |
|
| WALL GRID |
| (REPRESENTS |
| FACE OF EXISTING |
| WALL |
| THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW |
| WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL |
| FINISH MATERIAL |
| TRANSITION |
ALIGN
GLAZING TYPE
MATL CEILING/ SOFFIT 12
1'-0"
HEIGHT 6 ROOF PITCH
DOOR NUMBER
1-101
GROUP
SYMBOLS LEGEND
NOTE: NOT ALL SYMBOLS ARE USED IN CONSTRUCTION DOCUMENTS
DETAIL #
1 ENLARGED CALLOUT
1 WALL SECTION
A8.1
A8.1
SHEET #
XX.X COLUMN GRID
DETAIL #
WALL GRID
1 BUILDING SECTION (REPRESENTS
XX.X
A8.1 FACE OF EXISTING
WALL)
PAGE #
1 ALIGN
A8.1
DETAIL #
BREAK LINE
1 DETAIL SECTION
A8.1
SHEET # ELEVATION
ELEVATION
0'-0"
1 DETAIL #
1 REVISION NOTE
INTERIOR ELEVATION
A8.1
ROOM
NAME ROOM DESIGNATION
SHEET #
101
ARCHITECTURE
B# CASEWORK TYPE AL1
0"
#.# KEYNOTE
-6"
CHANGE IN LEVEL
D#.# DEMOLITION KEYNOTE
SLOPE: 1/4" SLOPE/ROOF SLOPE
DETAIL #
1 T# TOILET ACCESSORY
EXTERIOR ELEVATION
A8.1
SHEET #
# WALL TYPE
XXX-#
FINISH MATERIAL
XXX-# TRANSITION
PUORG
DAS Project #9473.00
LOCATION MAP
PROFESSIONAL REGISTRATIONS
IMAGE (C) < COPYRIGHT NOTICE >
PROJECT NO.: DATE:
14225 University Avenue, Suite 110 - Waukee, Iowa 50263 - Phone: (515) 225-3469 / info@f-w.com
MP
55:54:21
6202/71/4
State of Iowa
DAS Hoover Print Shop Expansion
Hoover Building
1305 East Walnut Street
Des Moines, IA 50319
02500979.001 04/17/2026
awoI
fo
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100% CD SET
noisnapxE
pohS
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SAD
RFB 947300-01
DRAWING LIST
GENERAL
*CO COVER
G1.0 GENERAL INFORMATION & LIFE SAFETY PLAN
Ph0.1 PHASE 1
Ph0.2 PHASE 2
Ph0.3 PHASE 3
ARCHITECTURAL
AD1.1 DEMOLITION PLANS
A1.1 FLOOR PLAN & REFLECTED CEILING PLAN
A7.1 DOOR & ROOM FINISH SCHEDULE, DOOR ELEVATIONS AND DETAILS, AND PARTITION TYPES
A8.1 EQUIPMENT PLAN
Fire Protection (F)
F1.1 FIRST FLOOR PLAN - FIRE PROTECTION
ARCHITECT / CONSULTANT LIST: Plumbing (P)
PD1.1 FIRST FLOOR PLAN DEMOLITION - PLUMBING
FARNSWORTH GROUP - ARCHITECT P1.1 FIRST FLOOR PLAN - PLUMBING
P3.1 PLUMBING DETAILS AND SCHEDULES
14225 UNIVERSITY AVENUE, SUITE 110, WAUKEE, IOWA 50263
Mechanical (M)
PHONE: 515.225.3469
M0.0 MECHANICAL GENERAL NOTES & SYMBOLS
MD1.1 FIRST FLOOR PLAN DEMOLITION - HVAC
KCL ENGINEERING M1.1 FIRST FLOOR PLAN - HVAC
M3.1 MECHANICAL DETAILS AND SCHEDULES
300 4TH STREET, WEST DES MOINES, IOWA 50265
Electrical (E)
PHONE: 515.724.7938
E0.0 ELECTRICAL GENERAL NOTES & SYMBOLS
E0.1 TECHNOLOGY GENERAL NOTES & SYMBOLS
ED1.1 ELECTRICAL DEMOLITION - LIGHTING
ED1.2 ELECTRICAL DEMOLITION - POWER & SYSTEMS
E1.1 ELECTRICAL POWER
E2.1 ELECTRICAL LIGHTING
E3.1 ELECTRICAL TECHNOLOGY
E4.1 ELECTRICAL ONE-LINE DIAGRAM & DETAILS
E4.2 ELECTRICAL SCHEDULES
1305 East Walnut Street E4.3 ELECTRICAL SCHEDULES
EFA5.10.1 PFIHRAES DEE 1TECTION & ALARM PLANS
E5.1 PHASE 2
FA1.1 FIRE DETECTION & ALARM PLANS
THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW
WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL
SUPERVISION. I AM A DULY LICENSED ARCHITECT UNDER THE
OFESSIO
N SUPERVISION. I AM A DULY LICENSED ENGINEER UNDER THE
LAWS OF THE STATE OF IOWA. P R A L LAWS OF THE STATE OF IOWA.
D E
SIGNATURE: E N SIGNATURE:
S G NAME: SARAH HUSTON N ERIC I NAME: ERIC HEYNEN
E HEYNEN N
DATE: 04/17/2026 C E DATE: 04/17/2026
P24706 E
LICENSE RENEWAL DATE: 06/30/2026 I L R LICENSE RENEWAL DATE: 12/31/2027
PAGES OR DIVISIONS COVERED: I A PAGES OR DIVISIONS COVERED:
O W
_____
G AND A SERIES EE SSEERRIIEESSand FA SHEET
THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW
WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL
OFESSION
SUPERVISION. I AM A DULY LICENSED ENGINEER UNDER THE
P R A L LAWS OF THE STATE OF IOWA.
D E
E N SIGNATURE:
S G
CHAD D.
N I NAME: CHAD BASS
E BASS N
C E DATE: 04/17/2026
21397 E
I L R LICENSE RENEWAL DATE: 12/31/2027
I A PAGES OR DIVISIONS COVERED:
O W
F, P, AND M SERIES
| ABBREVIATIONS |
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STANDARD MOUNTING HEIGHTS |
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PROJECT GENERAL NOTES |
LIFE SAFETY GENERAL NOTES |
| GENERAL INTERIOR
ACT ACOUSTIC(AL) TILE IN INCH AB ALUMINUM WALL BASE RB RESILIENT WALL BASE
ADJ ADJUSTABLE INCL INCLUDING ACB ACOUSTICAL CEILING BAFFLE RF RESINOUS POURED FLOORING
ADT'L ADDITIONAL INSUL INSULATION ACC ACOUSTICAL CEILING CLOUD RP RESIN / ACRYLIC PANEL
AFF ABOVE FINISHED FLOOR INT INTERIOR ACT ACOUSTICAL CEILING TILE RS ROLLER SHADE
ALT ALTERNATE JT JOINT AF ARCHITECTURAL FILM RUB RUBBER SHEET / TILE
APPROX APPROXIMATE(LY) LAM PLASTIC LAMINATE AP ACOUSTIC PANEL RUG RUG CARPETING
B/O BOTTOM OF LF LINEAR FEET (FOOT) ART ARTWORK S SIGNAGE
BD BOARD LT LIGHT BBT BIOBASED RESILIENT TILE SC SHOWER CURTAIN
BLDG BUILDING MAS MASONRY BR BRICK / VENEER BRICK SCR SHOWER CURTAIN ROD
BLKG BLOCKING MAT'L MATERIAL CC CUBICLE CURTAIN SD STATIC DISSIPATIVE FLOORING
BOT BOTTOM MAX MAXIMUM CCT CUBICLE CURTAIN TRACK SHT SHUTTER
BRG BEARING MECH MECHANICAL CG CORNER GUARD SS SOLID SURFACE
CENTERLINE MFR MANUFACTURER CJ CONTROL JOINT SST STAINLESS STEEL
C/C CENTER TO CENTER MIN MINIMUM CKB CORKBOARD SSV SPECIALTY SHEET VINYL
CEM CEMENT(ITIOUS) MISC MISCELLANEOUS CON CONCRETE FLOORING / FINISH ST STAIN
CFCI CONTRACTOR FURNISHED, MTD MOUNTED CPT CARPET SV SHEET VINYL
CONTRACTOR INSTALLED MTL METAL CR CRASH RAIL SVT SPECIALTY VINYL TILE
CFOI CONTRACTOR FURNISHED, N NORTH CS CULTURED STONE T TILE FLOORING/ WALL / WALL
CL INSTALLED BY OTHERS NA NOT APPLICABLE CUR DECORATIVE CURTAIN / ROD BASE (CERAMIC, PORCELAIN,
CJ CONTROL JOINT NIC NOT IN CONTRACT DG DOOR FRAME GUARD GLASS)
CLG CEILING NOM NOMINAL EG END WALL GUARD TP TOILET PARTITION
CLR CLEAR NTS NOT TO SCALE EM ENTRY MAT SYSTEM TR TRIM / CROWN / BASE MOLDING
COL COLUMN OC ON CENTER F FABRIC TS TRANSITION STRIP
CONC CONCRETE OD OUTSIDE DIAMETER FRP FIBERGLASS REINFORCED TZ TERRAZZO FLOORING
CONST CONSTRUCTION OFCI OWNER FURNISHED, PANEL(S) VAL VALANCE
CONT CONTINUOUS CONTRACTOR INSTALLED G GLASS / GLAZING VBL VERTICAL BLINDS
CTR CENTER(ED) OFCR OWNER FURNISHED, GR GROUT VCT VINYL COMPOSITION TILE
DBL DOUBLE CONTRACTOR ROUGH-IN HBL HORIZONTAL BLINDS VET VINYL ENHANCED TILE
DEMO DEMOLITION OFOI OWNER FURNISHED, HR HAND RAIL WC WALL COVERING
DET/DTL DETAIL INSTALLED BY OTHERS LIN LINOLEUM SHEET / TILE WCT WOOD CEILING TILE / PLANK
DIA DIAMETER OPNG OPENING LS LOUVER SYSTEM WD WOOD (VENEER, PANELING,
DIM DIMENSION OPP OPPOSITE LVT LUXURY VINYL TILE WAINSCOT, FLOORING)
DN DOWN OVHD OVERHEAD MB MOLDED WALL BASE WF WINDOW FILM
DWG(S) DRAWING(S) PERIM PERIMETER MP METAL PANEL WP WALL PROTECTION
E EAST PFIN PREFINISHED NS NATURAL STONE WR WHITEROCK
EA EACH PLBG PLUMBING P PAINT
EC ELECTRICAL CONTRACTOR PLYWD PLYWOOD PL PLASTIC LAMINATE
EHO ELECTRICAL HOLD OPEN PNT PAINT QTZ QUARTZ
EL ELEVATION PTD PAINTED
ELEC ELECTRIC(AL) PWR POWER
ELEV ELEVATOR RB RUBBER BASE
EMER EMERGENCY REC RECESSED
EQ EQUAL REINF REINFORCED
EQUIP EQUIPMENT REQ'D REQUIRED
EW EACH WAY REV REVISED (REVISION)
EX/EXIST EXISTING RD ROOF DRAIN
EXP EXPOSED RM ROOM
EXT EXTERIOR RO ROUGH OPENING
FD FLOOR DRAIN S SOUTH
FDN FOUNDATION SF SQUARE FEET (FOOT)
FE FIRE EXTINGUISHER SIM SIMILAR
FEC FIRE EXTINGUISHER CABINET SPEC SPECIFICATIONS
FFE FINISH FLOOR ELEVATION SQ SQUARE
FIN FINISH SS STAINLESS STEEL
FLR FLOOR STOR STORAGE
FRMG FRAMING STRUCT STRUCTURAL
FT FOOT/FEET SUSP SUSPENDED
FV FIELD VERIFY SY SQUARE YARD(S)
GA GAUGE T/O TOP OF
GALV GALVANIZED TYP TYPICAL
GC GENERAL CONTRACTOR UNFIN UNFINISHED
GEN GENERAL UNO UNLESS NOTED OTHERWISE
GYP GYPSUM VERT VERTICAL
HDWR HARDWARE VIF VERIFY IN FIELD
HM HOLLOW METAL W/ WITH
HOL HOLLOW W/O WITHOUT
HOR HORIZONTAL W WEST
HT HEIGHT WC WATER CLOSET
HVAC HEATING/VENTILATION/AIR WD WOOD
CONDITIONING WH WATER HEATER
ID INSIDE DIAMETER WT WEIGHT |
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4'-0" TO TOP OF
CABINET -IF FIRE
EXTINGUISHER
OVER 40 LBS
CORNER GUARD
3'-6" HT.
3" TO CORNERGUARD
OR DOOR FRAME
"5-'4
FIBER
STCEJORP
. REINFORCED FI TENIBAC EROM "4
PANELS "3-'2 XAM NAHT
FIRE EXTINGUISHER WALL PROTECTION
CABINET |
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A. REFER TO GENERAL INFORMATION SHEETS FOR SYMBOLS AND ABBREVIATIONS.
B. WALLS TO BE REMOVED SHALL BE FROM FLOOR TO STRUCTURE ABOVE UNLESS
OTHERWISE INDICATED AND SHALL INCLUDE ALL MECHANICAL, ELECTRICAL,
ETC. PREPARE ALL DISTURBED AREAS FOR NEW CONSTRUCTION.
C. DO NOT SCALE DRAWINGS TO DETERMINE DIMENSIONS. IF A REQUIRED
DIMENSION IS NOT INDICATED, CONTACT THE ARCHITECT FOR DETERMINATION.
D. THE CONTRACTOR SHALL NOT CUT STRUCTURAL MEMBERS/ELEMENTS IN A
MANNER RESULTING IN A REDUCTION OF LOAD CARRYING CAPACITY OR
LOAD/DEFLECTION RATIO.
E. PAINT ALL STEEL DOORS, DOOR FRAMES, INTERIOR BORROW LITE FRAMES,
LINTELS AND OTHER EXPOSED METAL ITEMS UNLESS OTHERWISE NOTED OR
SHOWN.
F. EXISTING CONDITION INFORMATION SHOWN WITHIN THE PROJECT AREA IS
BASED ON FIELD OBSERVATION AND EXISTING DRAWING DOCUMENTATION. ALL
EXISTING CONDITION INFORMATION SHOWN OUTSIDE THE PROJECT AREA IS
PROVIDED FOR REFERENCE ONLY AND HAS NOT BEEN FIELD VERIFIED.
CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS
PRIOR TO BEGINNING ANY NEW WORK AND SHALL BRING AND DISCREPANCIES
TO THE ATTENTION OF THE DESIGN PROFESSIONAL PRIOR TO DEMOLITION AND
CONSTRUCTION.
G. STORAGE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS IS UNDERSTOOD TO
NOT BE WITHIN THE BUILDING. STORAGE OF ANY MATERIAL IS TO BE IN
COMPLIANCE WITH ALL APPLICABLE CODES AND AUTHORITIES HAVING
JURISDICTION. |
A. REFER TO ELECTRICAL DRAWINGS FOR FIRE ALARM
NOTIFICATION AND EMERGENCY EGRESS LIGHTING
LOCATIONS.
B. REFER TO PARTITION TYPES FOR FURTHER FIRE
SEPARATION REQUIREMENTS.
C. ALL FIRE RATED ASSEMBLIES SHALL BE INSTALLED IN
STRICT ACCORDANCE WITH TESTED ASSEMBLIES
INDICATED.
D. WHERE A RATING HAS BEEN GIVEN TO AN EXISTING WALL,
ALL PENETRATIONS (EXISTING OR NEW) SHALL BE SEALED
AND PROPERLY FIREPROOFED PER THAT RATING
REQUIREMENT. |
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LIFE SAFETY LEGEND |
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FIRE RATINGS
2FB 2 HOUR FIRE BARRIER WALL
2FW 2 HOUR FIRE WALL
EGRESS
TRAVEL DISTANCE TO AN EXIT
COMMON PATH OF TRAVEL
DEAD END CORRIDOR
XX EGRESS PATH TAG
EXIT
IDENTIFICATION EXTERIOR
EXIT
CLR CAPACITY
EGRESS CLEAR 0" 180 EGRESS CAPACITY
WIDTH
OCCUPANCY
ROOM NAME
Name ROOM AREA
150 SF OCCUPANCY TYPE
XXXX
OCCUPANCY LOAD USED
000 00
OCCUPANCY LOAD FACTOR
MISCELLANEOUS
FEC FIRE EXTINGUISHER CABINET |
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ARCHITECTURAL GENERAL NOTES |
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A. REFER TO LIFE SAFETY SHEETS FOR LIFE SAFETY INFORMATION.
B. CONTRACTOR TO PROVIDE ALL ADDITIONAL FRAMING NECESSARY FOR ALL
OPENINGS AND SUPPLEMENTAL FRAMING ABOVE PARTITIONS.
C. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES FOR SYSTEM RELATED
PENETRATIONS NOT SHOWN.
D. CONTRACTOR SHALL MAINTAIN THE BUILDING IN A WEATHERPROOF CONDITION
AT ALL TIMES.
E. PROJECTS SHALL REMAIN IN COMPLIANCE WITH ALL ASPECTS OF ALL
GOVERNING CODES AND ORDINANCES DURING THE COURSE OF
CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, EXITING, FIRE ALARM
SYSTEM(S) SMOKE/FIRE DETECTION SYSTEM(S), SPRINKLER SYSTEM(S).
F. TEMPORARY BARRICADES SHALL BE INSTALLED BY CONTRACTOR AT AREAS OF
WORK TO CONTAIN CONSTRUCTION ACTIVITY AND TO PREVENT UNAUTHORIZED
PERSONS FROM ENTERING THE WORK AREA. COORDINATE LOCATIONS WITH
OWNER.
G. ALL AREAS TO BE DEMOLISHED OR DISTURBED BY ANY DEMOLITION ARE TO BE
PATCHED AND PAINTED (OR PREPARED FOR OTHER SCHEDULED FINISH). IF
PAINTING IS REQUIRED, ENTIRE WALL SHALL RECEIVE PAINT TO AVOID
MISMATCH OF COLOR.
H. ALL OPENINGS AND VOIDS LEFT BY THE REMOVAL OF EXISTING CONSTRUCTION,
EQUIPMENT, PIPING, DUCTS, ETC, SHALL BE PROPERLY PATCHED AND CLOSED
OFF TO MAINTAIN PROPER FIRE RATING IN AFFECTED WALL, FLOOR, OR ROOF.
PREPARE PATCHED AREAS TO RECEIVE NEW FINISHES AS SCHEDULES (OR
MATCH EXISTING FINISHES IF NOT OTHERWISE IDENTIFIED).
I. WHEN PATCH OF EXISTING FLOOR IS REQUIRED, SLOPING OR RAMPING IN
EXCESS OF CONTRACT TOLERANCES WILL NOT BE ALLOWED (1/8" PER 10 FEET
MAXIMUM).
J. UPON REMOVAL OF TEMPORARY PARTITIONS, CONTRACTOR IS RESPONSIBLE
FOR PATCHING TO MATCH EXISTING ADJACENT CONSTRUCTION.
K. AT CONSTRUCTION ACCESS, CONTRACTOR TO PROVIDE LABOR AND MATERIALS
TO REPAIR ALL DISTURBED ELEMENTS.
L. REMOVAL OF CERAMIC TILE AND GROUT BEDS FROM EXISTING WALLS AND
FLOOR SHALL INCLUDE PREPARATION FOR NEW CONSTRUCTION.
M. IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO PROVIDE COMPLETE
WORKING SYSTEMS FOR ALL NEW ELEMENTS AND TO COORDINATE THEIR
WORK WITH ALL OTHER TRADES.
N. ALL CONTRACTORS SHALL PROVIDE NEW, UNDAMAGED MATERIALS UNLESS
OTHERWISE SPECIFIED.
O. STORE MATERIALS IN SUCH A MANNER AS NOT TO OVERSTRESS, OVERLOAD, OR
OTHERWISE PUT AN UNSAFE LOAD ON ANY STRUCTURE DURING
CONSTRUCTION.
P. INSTALL ALL WORK IN ACCORDANCE WITH CURRENT APPLICABLE CODES,
PUBLISHED STANDARDS, AND ACCEPTABLE CONSTRUCTION STANDARDS.
Q. DETAILS ARE GENERALLY TYPICAL AND ARE NOT TO BE CONSTRUED AS LIMITED
TO THOSE AREAS SPECIFICALLY INDICATED. REVIEW ANY QUESTIONS OR
CONFLICTING INFORMATION WITH THE DESIGN PROFESSIONAL PRIOR TO
FABRICATION OR INSTALLATION.
R. CONTRACTOR SHALL VERIFY DIMENSIONS IN FIELD PRIOR TO BEGINNING |
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OCCUPANT LOAD TABLE |
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NUMBER |
NAME |
OCCUPANCY
TYPE |
AREA |
OCCUPANC
FACTOR |
Y OCCUPANT
LOAD |
REMARKS |
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LEVEL A FLOOR |
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HA62 HALL |
WAY |
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164 SF |
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HA64 GRAP |
HIC DESIGN OFFICES |
BUS |
978 SF |
150 SF |
7 |
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CODE INFORMATION |
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HA66 PROD |
UCTION / PRINT ROOM |
BUS |
3175 SF |
150 SF |
22 |
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HA68 WAR |
RANT STORAGE |
STG |
32 SF |
300 SF |
1 |
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HOOVER PRINT SHOP EXPANSION
1305 E WALNUT STREET
DES MOINES, IOWA 50319
WORK DESCRIPTION
INTERIOR RENOVATION AND EXPANSION OF EXISTING PRINT
SHOP AND GRAPHIC DESIGN OFFICE INCLUDING PARTITION
WALLS, FINISHES, MECHANICAL, ELECTRICAL, LIGHTING,
PLUMBING, AND FIRE ALARM SYSTEMS.
APPLICABLE CODES
2024 INTERNATIONAL BUILDING CODE
2012 INTERNATIONAL ENERGY CONSERVATION CODE
STATE MECHANICAL CODE
2024 INTERNATIONAL FIRE CODE
STATE ELECTRIC CODE (2023 NEC WITH AMENDMENTS)
2012 NFPA LIFE SAFETY CODE
ICC A117.1 ACCESSIBILITY CODE
2010 ADA
STATE PLUMBING CODE
BUILDING CONSTRUCTION AND OCCUPANCY
CONSTRUCTION TYPE: EXISTING BUILDING
PRIMARY OCCUPANCY: EXISTING TO REMAIN -GROUP B
FIRE RATING
PRIMARY STRUCTURAL FRAME: EXISTING TO REMAIN
EXTERIOR BEARING WALLS: EXISTING TO REMAIN
INTERIOR BEARING WALLS: EXISTING TO REMAIN
FLOOR CONST/SECONDARY MEMBERS: EXISTING TO REMAIN
CORRIDORS (X-OCCUPANCY): EXISTING TO REMAIN
ELEVATOR SHAFTS: EXISTING TO REMAIN
ELEVATOR MECHANICAL: EXISTING TO REMAIN
STAIRS/EXIT ENCLOSURES: EXISTING TO REMAIN
BOILER AND FUEL-FIRED HEATER ROOM: EXISTING TO REMAIN
OCCUPANT LOADS
OCCUPANCY -B: 8,725 SF @ 150 GSF/ PERSON = 59 PEOPLE
OCCUPANCY -S: 114 SF @ 300 GSF/ PERSON = 2 PERSON
OCCUPANCY -S-1:634 SF @ 300 GSF/ PERSON = 3 PEOPLE
TOTAL: 64 PEOPLE
EGRESS
EXIT TRAVEL DISTANCE (CONST TYPE): ___ FT MAX
EXIT TRAVEL DISTANCE FROM POINT
IN ROOM (CONST TYPE): ___ FT MAX
EXIT TRAVEL DISTANCE FROM DOOR
OF ROOM (CONST TYPE): ___ FT MAX
COMMON PATH OF TRAVEL (CONST TYPE): ___ FT MAX
COMMON PATH OF TRAVEL (CONST TYPE)
> # OCC = ___ FT MAX
# OCC = ___ FT MAX
COMMON PATH OF TRAVEL (CONST TYPE): ___ FT MAX
DEAD END CORRIDORS (CONST TYPE): ___ FT MAX
EXIT TRAVEL DISTANCE TO SMOKE
COMPARTMENT: ___ FT MAX
EGRESS CORRIDOR WIDTH: __" MIN, 0.2" x OCC LOAD
EGRESS DOOR WIDTH: 32" MIN, 0.2" x OCC LOAD
EGRESS STAIR WIDTH: 44" MIN, 0.3" x OCC LOAD |
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HA70 PAPE |
R STORAGE |
S-1 |
634 SF |
300 SF |
3 |
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|
HA72 BIND |
ERY / LETTERSHOP |
BUS |
4498 SF |
150 SF |
30 |
|
|
|
|
|
|
|
HA74 OVER |
NIGHT STORAGE |
STG |
82 SF |
300 SF |
1 |
|
|
|
|
|
|
|
HC01 GENE |
RATOR |
|
1592 SF |
|
|
|
|
|
|
|
|
|
HC02 MECH |
ANICAL |
|
1067 SF |
|
|
|
|
|
|
|
|
|
TOTAL: 12222 SF 64 |
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|
|
| A
GRAPHIC
DESIGN
OFFICES
978 SF
BINDERY
BUS
150 7 /
LETTERSHOP B FEC
4498 SF
BUS
PRODUCTION YAWLLAH 150 30
/ PRINT 26AH
ROOM EXIT
3175 SF CLR CAPACITY
BUS FEC 68" 340
150 22 EXIT EXIT PAPER
OVERNIGHT
CLR CAPACITY CLR CAPACITY STORAGE
33" 165 33" 165 STORAGE
634 SF
82 SF
S-1
STG WARRANT 300 3
300 1
EXIT STORAGE
CLR CAPACITY 32 SF
68" 340 STG
EXIT EXIT
300 1
CLR CAPACITY CLR CAPACITY
33" 165 33" 165
EXIT
CLR CAPACITY
68" 340
PLAN
LIFE SAFETY PLAN
0 4 8 16
1
SCALE: 3/32" = 1'-0" NORTH |
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|
CONSTRUCTION.
S. HINGE SIDE OF DOOR JAMBS TO BE LOCATED 4"FROM NEAREST WALL
INTERSECTION UNLESS OTHERWISE NOTED.
DEFERRED SUBMITTALS |
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|
THE FOLLOWING SYSTEMS ARE A DESIGN/BUILD RESPONSIBILITY OF THE
CONTRACTOR OR PRODUCT MANUFACTURER AND WILL REQUIRE THE DEFERRED
SUBMITTAL OF DESIGN WORK TO THE AUTHORITY HAVING JURISDICTION FOR PLAN
REVIEW AND PERMITTING:
1. FIRE SPRINKLER SYSTEMS |
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|
|
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|
|
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|
|
2. FIRE ALARM SYSTEMS |
|
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|
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|
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|
|
EGRESS PATH A
PATH ID LENGTH
A 112' - 1 5/16"
TOTAL PATH LENGTH 112' - 1 5/16"
EGRESS PATH B
PATH ID LENGTH
B 67' - 8 9/32"
TOTAL PATH LENGTH 67' - 8 9/32" |
| 1 |
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|
SCALE: 3/32" = 1'-0" |
|
|
|
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|
|
NORTH |
|
|
|
| EFER TO ELECTRICAL DRAWINGS FOR FIRE ALARM |
| OTIFICATION AND EMERGENCY EGRESS LIGHTING |
| OCATION |
| ACOUSTIC( |
| ADJUSTABL |
| ADDITIONA |
| ABOVE FINISHED FLOO |
| ALTERNATE |
| APPROXIMA |
| BOTTOM OF |
| BOARD
BUILDING
BLOCKING
BOTTOM
BEARING |
| CENTERLIN |
| CENTER TO |
| CEMENT(ITI |
| CONTRACTOR FURNISHED, |
| CONTRACTOR INSTALLED |
| CONTRACTOR FURNISHED, |
| INSTALLED BY OTHERS |
| CONTROL J |
| CEILING
CLEAR
COLUMN |
| CONCRETE |
| CONSTRUC |
| CONTINUO |
| CENTER(ED |
| DOUBLE |
| DEMOLITIO |
| DETAIL |
| DIAMETER |
| DIMENSION |
| DOWN |
| DRAWING(S |
| EAST
EACH |
| ELECTRICAL CONTRACTOR |
| SILIENT WALL BAS |
| SINOUS POURED F |
| SIN / ACRYLIC PAN |
| LLER SHADE |
| BBER SHEET / TILE |
| INCL |
| INSU |
| INT
JT |
| LAM |
| LF
LT |
| MAS |
| MAT |
| MAX |
| MEC |
| MFR |
| MIN |
| MISC |
| MTD |
| MTL |
| N
NA |
| NIC |
| NOM |
| NTS |
| OC
OD |
| OFC |
| INCLUDING |
|
| INSULATION |
|
| INTERIOR
JOINT |
|
| PLASTIC LA |
|
| LINEAR FEE |
|
| LIGHT
MASONRY
MATERIAL
MAXIMUM |
|
| MECHANIC |
|
| MANUFACT |
|
| MINIMUM |
|
| MISCELLAN |
|
| MOUNTED
METAL
NORTH |
|
| NOT APPLIC |
|
| NOT IN CON |
|
| NOMINAL |
|
| NOT TO SC |
|
| ON CENTER |
|
| OUTSIDE DI |
|
| OWNER FU |
|
| CONTRACTOR INSTALLED |
|
| OWNER FU |
|
| CONTRACT |
OR ROUGH-IN |
| OWNER FU |
|
| INSTALLED |
|
| OPENING |
|
| OPPOSITE |
|
| OVERHEAD |
|
| PERIMETER |
|
| PREFINISHE |
|
| PLUMBING |
|
| PLYWOOD |
|
| PAINT
PAINTED
POWER |
|
| RUBBER BA |
|
| RECESSED |
|
| REINFORCE |
|
| REQUIRED |
|
| REVISED (R |
|
| ROOF DRAI |
|
| ROOM |
|
| ROUGH OP |
|
| SOUTH |
|
| SQUARE FE |
|
| SIMILAR |
|
| SPECIFICAT |
|
| SQUARE |
|
| STAINLESS |
|
| STORAGE |
|
| STRUCTUR |
|
| SUSPENDE |
|
| SQUARE YA |
|
| TOP OF
TYPICAL |
|
| UNFINISHE |
|
| EFER TO PARTITION TYPES FOR FURTHER FIRE |
| EPARATION REQUIREMENTS. |
| DO NOT SCALE DRAWINGS TO DETERMINE DIMENSIONS. IF A REQUIRED |
| DIMENSION IS NOT INDICATED, CONTACT THE ARCHITECT FOR DETERMINATIO |
| ARTWO |
| BIOBASED RESILIENT TI |
| BRICK / VENEER BRICK
CUBICLE CURTAIN |
| CUBICLE CURTAIN TRAC |
| LL FIRE RATED ASSEMBLIES SHALL BE INSTALLED IN |
| TRICT ACCORDANCE WITH TESTED ASSEMBLIES |
| NDICATED |
| OWER CURTAIN R |
| ATIC DISSIPATIVE F |
| UTTER |
| LL PENETRATIONS (EXISTING OR NEW) SHALL BE SEALED |
| ND PROPERLY FIREPROOFED PER THAT RATING |
| EQUIREMENT |
| CORKBOARD |
| CONCRETE FLOORING / FINISH |
| CARPET |
| CRASH RAIL |
| LINTELS AND OTHER EXPOSED METAL ITEMS UNLESS OTHERWISE NOTED OR |
| SHOWN. |
| ECIALTY VINYL TIL |
| E FLOORING/ WAL |
| SE (CERAMIC, POR |
| IM / CROWN / BASE |
| ANSITION STRIP |
| RRAZZO FLOORING |
| LANCE |
| PRIOR TO BEGINNING ANY NEW WORK AND SHALL BRING AND DISCREPANCIE |
| TO THE ATTENTION OF THE DESIGN PROFESSIONAL PRIOR TO DEMOLITION AN |
| CONSTRUCTION. |
| FABRIC |
| FIBERGLASS REINFORC |
| STORAGE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS IS UNDERSTOOD TO |
| NOT BE WITHIN THE BUILDING. STORAGE OF ANY MATERIAL IS TO BE IN |
| COMPLIANCE WITH ALL APPLICABLE CODES AND AUTHORITIES HAVING |
| JURISDICTION |
| YL COMPOSITION |
| YL ENHANCED TIL |
| LL COVERING |
| OD CEILING TILE / |
| OD (VENEER, PAN |
| INSCOT, FLOORIN |
| HAND R |
| LINOLEUM SHEET / TILE |
| OPN |
| OPP |
| OVH |
| PER |
| PFIN |
| PLB |
| PLY |
| PNT |
| PTD |
| PWR |
| RB |
| REC |
| REIN |
| REQ |
| REV |
| RD |
| RM |
| ELEVATION |
| ELECTRIC(A |
| ELEVATOR |
| EMERGENC |
| EQUAL |
| EQUIPMENT |
| EACH WAY
EXISTING
EXPOSED
EXTERIOR |
| FLOOR DRA |
| FOUNDATIO |
| FIRE EXTIN |
| FIRE EXTINGUISHER CABINE |
| CONTRACTOR SHALL COORDINATE WITH OTHER TRADES FOR SYSTEM RELAT |
| PENETRATIONS NOT SHOWN. |
| EXTERIOR |
|
| EXIT
CLR CAPACITY |
|
| 0" |
180 |
| CONTRACTOR SHALL MAINTAIN THE BUILDING IN A WEATHERPROOF CONDITIO |
| AT ALL TIMES. |
| PROJECTS SHALL REMAIN IN COMPLIANCE WITH ALL ASPECTS OF ALL |
| GOVERNING CODES AND ORDINANCES DURING THE COURSE OF |
| CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, EXITING, FIRE ALARM |
| SYSTEM(S) SMOKE/FIRE DETECTION SYSTEM(S), SPRINKLER SYSTEM(S). |
| SIM |
| SPE |
| SQ
SS |
| STO |
| STRUCT |
| SUS |
| SY |
| T/O |
| TYP |
| UNF |
| UNO |
| VER |
| VIF
W/ |
| W/O |
| W |
| WC |
| WD |
| TEMPORARY BARRICADES SHALL BE INSTALLED BY CONTRACTOR AT AREAS O |
| WORK TO CONTAIN CONSTRUCTION ACTIVITY AND TO PREVENT UNAUTHORIZ |
| PERSONS FROM ENTERING THE WORK AREA. COORDINATE LOCATIONS WITH |
| OWNER. |
| FINISH
FLOOR
FRAMING |
| FOOT/FEET |
| FIELD VERI |
| GAUGE |
| GALVANIZE |
| GENERAL CONTRACTO |
| GENERAL
GYPSUM |
| HARDWARE |
| HOLLOW M |
| HOLLOW |
| HORIZONTA |
| HEIGHT |
| OCCUPANCY TYPE |
| CCUPANCY LOAD USED |
| PAINTING IS REQUIRED, ENTIRE WALL SHALL RECEIVE PAINT TO AVOID |
| MISMATCH OF COLOR. |
| ALL OPENINGS AND VOIDS LEFT BY THE REMOVAL OF EXISTING CONSTRUCTIO |
| EQUIPMENT, PIPING, DUCTS, ETC, SHALL BE PROPERLY PATCHED AND CLOSE |
| OFF TO MAINTAIN PROPER FIRE RATING IN AFFECTED WALL, FLOOR, OR ROOF |
| VERTICAL |
| VERIFY IN F |
| WITH
WITHOUT
WEST |
| WATER CLO |
| WOOD |
| WATER HEA |
| EXCESS OF CONTRACT TOLERANCES WILL NOT BE ALLOWED (1/8" PER 10 FEE |
| MAXIMUM). |
| HOOVER PRINT SHOP EXPANSION |
| 1305 E WALNUT STREE |
| DES MOINES, IOWA 50319 |
| UPON REMOVAL OF TEMPORARY PARTITIONS, CONTRACTOR IS RESPONSIBLE |
| FOR PATCHING TO MATCH EXISTING ADJACENT CONSTRUCTION. |
| WORK DESCRIPTION |
| INTERIOR RENOVATION AND EXPANSION OF EXISTING PRINT |
| SHOP AND GRAPHIC DESIGN OFFICE INCLUDING PARTITION |
| WALLS, FINISHES, MECHANICAL, ELECTRICAL, LIGHTING, |
| PLUMBING, AND FIRE ALARM SYSTEMS. |
| AT CONSTRUCTION ACCESS, CONTRACTOR TO PROVIDE LABOR AND MATERIA |
| TO REPAIR ALL DISTURBED ELEMENTS. |
| APPLICABLE CODES |
| 2024 INTERNATIONAL BUILDING CODE |
| 2012 INTERNATIONAL ENERGY CONSERVATION CODE |
| EGRESS CORRIDOR WIDTH: |
| EGRESS DOOR WIDTH: |
| EGRESS STAIR WIDTH: |
| __" MIN, 0.2" x OCC LOAD |
| 32" MIN, 0.2" x OCC LOAD |
| 44" MIN, 0.3" x OCC LOAD |
| EGRESS PATH A |
|
|
| PATH ID |
|
LENGTH |
| A |
|
112' - 1 5/16" |
| TOTAL PATH LENGTH 112' - 1 5/16" |
|
|
| EGRESS PATH B |
|
|
| PATH ID |
|
LENGTH |
| B |
|
67' - 8 9/32" |
| TOTAL PATH LENGTH 67' - 8 9/32" |
|
|
LIFE SAFETY GENERAL NOTES
A. REFER TO ELECTRICAL DRAWINGS FOR FIRE ALARM
NOTIFICATION AND EMERGENCY EGRESS LIGHTING
LOCATIONS.
B. REFER TO PARTITION TYPES FOR FURTHER FIRE
SEPARATION REQUIREMENTS.
C. ALL FIRE RATED ASSEMBLIES SHALL BE INSTALLED IN
STRICT ACCORDANCE WITH TESTED ASSEMBLIES
INDICATED.
D. WHERE A RATING HAS BEEN GIVEN TO AN EXISTING WALL,
ALL PENETRATIONS (EXISTING OR NEW) SHALL BE SEALED
AND PROPERLY FIREPROOFED PER THAT RATING
REQUIREMENT.
LIFE SAFETY LEGEND
FIRE RATINGS
2FB 2 HOUR FIRE BARRIER WALL
2FW 2 HOUR FIRE WALL
EGRESS
TRAVEL DISTANCE TO AN EXIT
COMMON PATH OF TRAVEL
DEAD END CORRIDOR
XX EGRESS PATH TAG
EXIT
IDENTIFICATION EXTERIOR
EXIT CLR CAPACITY
EGRESS CLEAR 0" 180 EGRESS CAPACITY
WIDTH
OCCUPANCY
ROOM NAME
Name ROOM AREA
150 SF OCCUPANCY TYPE
XXXX
OCCUPANCY LOAD USED
000 00
OCCUPANCY LOAD FACTOR
MISCELLANEOUS
FEC FIRE EXTINGUISHER CABINET
GRAPHIC
DESIGN
OFFICES
978 SF
BUS
150 7
PRODUCTION
/ PRINT
ROOM
3175 SF
BUS
150 22
YAWLLAH
26AH
BINDERY
/
LETTERSHOP
4498 SF
BUS
150 30
EXIT EXIT
OVERNIGHT
CLR CAPACITY CLR CAPACITY
33" 165 33" 165 STORAGE
82 SF
STG 300 1
EXIT
CLR CAPACITY
68" 340 EXIT EXIT
CLR CAPACITY CLR CAPACITY
33" 165 33" 165
EXIT
CLR CAPACITY
68" 340
B
A
ABBREVIATIONS PROJECT GENERAL NOTES
GENERAL INTERIOR
A. REFER TO GENERAL INFORMATION SHEETS FOR SYMBOLS AND ABBREVIATIONS.
ACT ACOUSTIC(AL) TILE IN INCH AB ALUMINUM WALL BASE RB RESILIENT WALL BASE
ADJ ADJUSTABLE INCL INCLUDING ACB ACOUSTICAL CEILING BAFFLE RF RESINOUS POURED FLOORING B. WALLS TO BE REMOVED SHALL BE FROM FLOOR TO STRUCTURE ABOVE UNLESS
ADT'L ADDITIONAL INSUL INSULATION ACC ACOUSTICAL CEILING CLOUD RP RESIN / ACRYLIC PANEL OTHERWISE INDICATED AND SHALL INCLUDE ALL MECHANICAL, ELECTRICAL,
4'-0" TO TOP OF
AFF ABOVE FINISHED FLOOR INT INTERIOR ACT ACOUSTICAL CEILING TILE RS ROLLER SHADE ETC. PREPARE ALL DISTURBED AREAS FOR NEW CONSTRUCTION.
CABINET -IF FIRE
ALT ALTERNATE JT JOINT AF ARCHITECTURAL FILM RUB RUBBER SHEET / TILE
EXTINGUISHER
APPROX APPROXIMATE(LY) LAM PLASTIC LAMINATE AP ACOUSTIC PANEL RUG RUG CARPETING C. DO NOT SCALE DRAWINGS TO DETERMINE DIMENSIONS. IF A REQUIRED
OVER 40 LBS
B/O BOTTOM OF LF LINEAR FEET (FOOT) ART ARTWORK S SIGNAGE DIMENSION IS NOT INDICATED, CONTACT THE ARCHITECT FOR DETERMINATION.
3'-6" HT.
BD BOARD LT LIGHT BBT BIOBASED RESILIENT TILE SC SHOWER CURTAIN
BLDG BUILDING MAS MASONRY BR BRICK / VENEER BRICK SCR SHOWER CURTAIN ROD D. THE CONTRACTOR SHALL NOT CUT STRUCTURAL MEMBERS/ELEMENTS IN A
BLKG BLOCKING MAT'L MATERIAL CC CUBICLE CURTAIN SD STATIC DISSIPATIVE FLOORING MANNER RESULTING IN A REDUCTION OF LOAD CARRYING CAPACITY OR
BOT BOTTOM MAX MAXIMUM CCT CUBICLE CURTAIN TRACK SHT SHUTTER LOAD/DEFLECTION RATIO.
BRG BEARING MECH MECHANICAL CG CORNER GUARD SS SOLID SURFACE
CENTERLINE MFR MANUFACTURER CJ CONTROL JOINT SST STAINLESS STEEL E. PAINT ALL STEEL DOORS, DOOR FRAMES, INTERIOR BORROW LITE FRAMES,
C/C CENTER TO CENTER MIN MINIMUM CKB CORKBOARD SSV SPECIALTY SHEET VINYL LINTELS AND OTHER EXPOSED METAL ITEMS UNLESS OTHERWISE NOTED OR
CEM CEMENT(ITIOUS) MISC MISCELLANEOUS CON CONCRETE FLOORING / FINISH ST STAIN SHOWN. CFCI CONTRACTOR FURNISHED, MTD MOUNTED CPT CARPET SV SHEET VINYL
CONTRACTOR INSTALLED MTL METAL CR CRASH RAIL SVT SPECIALTY VINYL TILE F. EXISTING CONDITION INFORMATION SHOWN WITHIN THE PROJECT AREA IS
CFOI CONTRACTOR FURNISHED, N NORTH CS CULTURED STONE T TILE FLOORING/ WALL / WALL BASED ON FIELD OBSERVATION AND EXISTING DRAWING DOCUMENTATION. ALL
CL INSTALLED BY OTHERS NA NOT APPLICABLE CUR DECORATIVE CURTAIN / ROD BASE (CERAMIC, PORCELAIN, EXISTING CONDITION INFORMATION SHOWN OUTSIDE THE PROJECT AREA IS
CJ CONTROL JOINT NIC NOT IN CONTRACT DG DOOR FRAME GUARD GLASS) PROVIDED FOR REFERENCE ONLY AND HAS NOT BEEN FIELD VERIFIED.
CLG CEILING NOM NOMINAL EG END WALL GUARD TP TOILET PARTITION FIRE EXTINGUISHER CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS
CLR CLEAR NTS NOT TO SCALE EM ENTRY MAT SYSTEM TR TRIM / CROWN / BASE MOLDING CABINET PRIOR TO BEGINNING ANY NEW WORK AND SHALL BRING AND DISCREPANCIES
COL COLUMN OC ON CENTER F FABRIC TS TRANSITION STRIP TO THE ATTENTION OF THE DESIGN PROFESSIONAL PRIOR TO DEMOLITION AND
CONC CONCRETE OD OUTSIDE DIAMETER FRP FIBERGLASS REINFORCED TZ TERRAZZO FLOORING CONSTRUCTION.
CONST CONSTRUCTION OFCI OWNER FURNISHED, PANEL(S) VAL VALANCE
CONT CONTINUOUS CONTRACTOR INSTALLED G GLASS / GLAZING VBL VERTICAL BLINDS G. STORAGE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS IS UNDERSTOOD TO
CTR CENTER(ED) OFCR OWNER FURNISHED, GR GROUT VCT VINYL COMPOSITION TILE NOT BE WITHIN THE BUILDING. STORAGE OF ANY MATERIAL IS TO BE IN
DBL DOUBLE CONTRACTOR ROUGH-IN HBL HORIZONTAL BLINDS VET VINYL ENHANCED TILE COMPLIANCE WITH ALL APPLICABLE CODES AND AUTHORITIES HAVING
DEMO DEMOLITION OFOI OWNER FURNISHED, HR HAND RAIL WC WALL COVERING JURISDICTION.
DET/DTL DETAIL INSTALLED BY OTHERS LIN LINOLEUM SHEET / TILE WCT WOOD CEILING TILE / PLANK
DIA DIAMETER OPNG OPENING LS LOUVER SYSTEM WD WOOD (VENEER, PANELING,
DIM DIMENSION OPP OPPOSITE LVT LUXURY VINYL TILE WAINSCOT, FLOORING)
DN DOWN OVHD OVERHEAD MB MOLDED WALL BASE WF WINDOW FILM ARCHITECTURAL GENERAL NOTES
DWG(S) DRAWING(S) PERIM PERIMETER MP METAL PANEL WP WALL PROTECTION
E EAST PFIN PREFINISHED NS NATURAL STONE WR WHITEROCK
EA EACH PLBG PLUMBING P PAINT A. REFER TO LIFE SAFETY SHEETS FOR LIFE SAFETY INFORMATION.
EC ELECTRICAL CONTRACTOR PLYWD PLYWOOD PL PLASTIC LAMINATE
EHO ELECTRICAL HOLD OPEN PNT PAINT QTZ QUARTZ B. CONTRACTOR TO PROVIDE ALL ADDITIONAL FRAMING NECESSARY FOR ALL
EL ELEVATION PTD PAINTED OPENINGS AND SUPPLEMENTAL FRAMING ABOVE PARTITIONS.
ELEC ELECTRIC(AL) PWR POWER
ELEV ELEVATOR RB RUBBER BASE C. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES FOR SYSTEM RELATED
EMER EMERGENCY REC RECESSED PENETRATIONS NOT SHOWN.
EQ EQUAL REINF REINFORCED
EQUIP EQUIPMENT REQ'D REQUIRED D. CONTRACTOR SHALL MAINTAIN THE BUILDING IN A WEATHERPROOF CONDITION
EW EACH WAY REV REVISED (REVISION) AT ALL TIMES.
EX/EXIST EXISTING RD ROOF DRAIN
EXP EXPOSED RM ROOM E. PROJECTS SHALL REMAIN IN COMPLIANCE WITH ALL ASPECTS OF ALL
EXT EXTERIOR RO ROUGH OPENING GOVERNING CODES AND ORDINANCES DURING THE COURSE OF
FD FLOOR DRAIN S SOUTH CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, EXITING, FIRE ALARM
FDN FOUNDATION SF SQUARE FEET (FOOT) SYSTEM(S) SMOKE/FIRE DETECTION SYSTEM(S), SPRINKLER SYSTEM(S).
FE FIRE EXTINGUISHER SIM SIMILAR
FEC FIRE EXTINGUISHER CABINET SPEC SPECIFICATIONS F. TEMPORARY BARRICADES SHALL BE INSTALLED BY CONTRACTOR AT AREAS OF
FFE FINISH FLOOR ELEVATION SQ SQUARE WORK TO CONTAIN CONSTRUCTION ACTIVITY AND TO PREVENT UNAUTHORIZED
FIN FINISH SS STAINLESS STEEL PERSONS FROM ENTERING THE WORK AREA. COORDINATE LOCATIONS WITH
FLR FLOOR STOR STORAGE OWNER.
FRMG FRAMING STRUCT STRUCTURAL
FT FOOT/FEET SUSP SUSPENDED G. ALL AREAS TO BE DEMOLISHED OR DISTURBED BY ANY DEMOLITION ARE TO BE
FV FIELD VERIFY SY SQUARE YARD(S) PATCHED AND PAINTED (OR PREPARED FOR OTHER SCHEDULED FINISH). IF
GA GAUGE T/O TOP OF PAINTING IS REQUIRED, ENTIRE WALL SHALL RECEIVE PAINT TO AVOID
GALV GALVANIZED TYP TYPICAL MISMATCH OF COLOR.
GC GENERAL CONTRACTOR UNFIN UNFINISHED
GEN GENERAL UNO UNLESS NOTED OTHERWISE H. ALL OPENINGS AND VOIDS LEFT BY THE REMOVAL OF EXISTING CONSTRUCTION,
GYP GYPSUM VERT VERTICAL EQUIPMENT, PIPING, DUCTS, ETC, SHALL BE PROPERLY PATCHED AND CLOSED
HDWR HARDWARE VIF VERIFY IN FIELD OFF TO MAINTAIN PROPER FIRE RATING IN AFFECTED WALL, FLOOR, OR ROOF.
HM HOLLOW METAL W/ WITH PREPARE PATCHED AREAS TO RECEIVE NEW FINISHES AS SCHEDULES (OR
HOL HOLLOW W/O WITHOUT MATCH EXISTING FINISHES IF NOT OTHERWISE IDENTIFIED).
CODE INFORMATION
HOR HORIZONTAL W WEST
HT HEIGHT WC WATER CLOSET I. WHEN PATCH OF EXISTING FLOOR IS REQUIRED, SLOPING OR RAMPING IN
HVAC HEATING/VENTILATION/AIR WD WOOD EXCESS OF CONTRACT TOLERANCES WILL NOT BE ALLOWED (1/8" PER 10 FEET HOOVER PRINT SHOP EXPANSION
CONDITIONING WH WATER HEATER MAXIMUM). 1305 E WALNUT STREET
ID INSIDE DIAMETER WT WEIGHT DES MOINES, IOWA 50319
J. UPON REMOVAL OF TEMPORARY PARTITIONS, CONTRACTOR IS RESPONSIBLE
FOR PATCHING TO MATCH EXISTING ADJACENT CONSTRUCTION. WORK DESCRIPTION
INTERIOR RENOVATION AND EXPANSION OF EXISTING PRINT
K. AT CONSTRUCTION ACCESS, CONTRACTOR TO PROVIDE LABOR AND MATERIALS SHOP AND GRAPHIC DESIGN OFFICE INCLUDING PARTITION
TO REPAIR ALL DISTURBED ELEMENTS. WALLS, FINISHES, MECHANICAL, ELECTRICAL, LIGHTING,
PLUMBING, AND FIRE ALARM SYSTEMS.
L. REMOVAL OF CERAMIC TILE AND GROUT BEDS FROM EXISTING WALLS AND
FLOOR SHALL INCLUDE PREPARATION FOR NEW CONSTRUCTION. APPLICABLE CODES
2024 INTERNATIONAL BUILDING CODE
M. IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO PROVIDE COMPLETE 2012 INTERNATIONAL ENERGY CONSERVATION CODE
WORKING SYSTEMS FOR ALL NEW ELEMENTS AND TO COORDINATE THEIR STATE MECHANICAL CODE
WORK WITH ALL OTHER TRADES. 2024 INTERNATIONAL FIRE CODE
STATE ELECTRIC CODE (2023 NEC WITH AMENDMENTS)
N. ALL CONTRACTORS SHALL PROVIDE NEW, UNDAMAGED MATERIALS UNLESS 2012 NFPA LIFE SAFETY CODE
OTHERWISE SPECIFIED. ICC A117.1 ACCESSIBILITY CODE
2010 ADA
O. STORE MATERIALS IN SUCH A MANNER AS NOT TO OVERSTRESS, OVERLOAD, OR STATE PLUMBING CODE
OTHERWISE PUT AN UNSAFE LOAD ON ANY STRUCTURE DURING
CONSTRUCTION. BUILDING CONSTRUCTION AND OCCUPANCY
P. INSTALL ALL WORK IN ACCORDANCE WITH CURRENT APPLICABLE CODES, CONSTRUCTION TYPE: EXISTING BUILDING
PUBLISHED STANDARDS, AND ACCEPTABLE CONSTRUCTION STANDARDS. PRIMARY OCCUPANCY: EXISTING TO REMAIN -GROUP B
Q. DETAILS ARE GENERALLY TYPICAL AND ARE NOT TO BE CONSTRUED AS LIMITED
FIRE RATING
TO THOSE AREAS SPECIFICALLY INDICATED. REVIEW ANY QUESTIONS OR
PRIMARY STRUCTURAL FRAME: EXISTING TO REMAIN
CONFLICTING INFORMATION WITH THE DESIGN PROFESSIONAL PRIOR TO
EXTERIOR BEARING WALLS: EXISTING TO REMAIN
FABRICATION OR INSTALLATION.
INTERIOR BEARING WALLS: EXISTING TO REMAIN
FLOOR CONST/SECONDARY MEMBERS: EXISTING TO REMAIN
R. CONTRACTOR SHALL VERIFY DIMENSIONS IN FIELD PRIOR TO BEGINNING CORRIDORS (X-OCCUPANCY): EXISTING TO REMAIN
CONSTRUCTION. ELEVATOR SHAFTS: EXISTING TO REMAIN
ELEVATOR MECHANICAL: EXISTING TO REMAIN
S. HINGE SIDE OF DOOR JAMBS TO BE LOCATED 4"FROM NEAREST WALL
STAIRS/EXIT ENCLOSURES: EXISTING TO REMAIN
INTERSECTION UNLESS OTHERWISE NOTED.
FEC BOILER AND FUEL-FIRED HEATER ROOM: EXISTING TO REMAIN
OCCUPANT LOADS
DEFERRED SUBMITTALS OCCUPANCY -B: 8,725 SF @ 150 GSF/ PERSON = 59 PEOPLE
OCCUPANCY -S: 114 SF @ 300 GSF/ PERSON = 2 PERSON
EXIT OCCUPANCY -S-1:634 SF @ 300 GSF/ PERSON = 3 PEOPLE
CLR CAPACITY THE FOLLOWING SYSTEMS ARE A DESIGN/BUILD RESPONSIBILITY OF THE TOTAL: 64 PEOPLE
FEC 68" 340 CONTRACTOR OR PRODUCT MANUFACTURER AND WILL REQUIRE THE DEFERRED
PAPER SUBMITTAL OF DESIGN WORK TO THE AUTHORITY HAVING JURISDICTION FOR PLAN EGRESS
STORAGE REVIEW AND PERMITTING: EXIT TRAVEL DISTANCE (CONST TYPE): ___ FT MAX
634 SF EXIT TRAVEL DISTANCE FROM POINT
S-1 1. FIRE SPRINKLER SYSTEMS IN ROOM (CONST TYPE): ___ FT MAX WARRANT 300 3 2. FIRE ALARM SYSTEMS EXIT TRAVEL DISTANCE FROM DOOR
STORAGE
OF ROOM (CONST TYPE): ___ FT MAX
32 SF
COMMON PATH OF TRAVEL (CONST TYPE): ___ FT MAX STG 300 1 COMMON PATH OF TRAVEL (CONST TYPE)
> # OCC = ___ FT MAX
# OCC = ___ FT MAX
COMMON PATH OF TRAVEL (CONST TYPE): ___ FT MAX
DEAD END CORRIDORS (CONST TYPE): ___ FT MAX
EXIT TRAVEL DISTANCE TO SMOKE
COMPARTMENT: ___ FT MAX
EGRESS CORRIDOR WIDTH: __" MIN, 0.2" x OCC LOAD
EGRESS DOOR WIDTH: 32" MIN, 0.2" x OCC LOAD
EGRESS STAIR WIDTH: 44" MIN, 0.3" x OCC LOAD
.
WALL PROTECTION
"5-'4
CORNER GUARD
3" TO CORNERGUARD
OR DOOR FRAME
FIBER
REINFORCED
PANELS "3-'2
FI
XAM
TENIBAC STCEJORP EROM "4
NAHT
STANDARD MOUNTING HEIGHTS
GROUP
14225 UNIVERSITY AVENUE, SUITE 110
WAUKEE, IOWA 50263
(515) 225-3469 / info@f-w.com
www.f-w.com
Engineers | Architects | Surveyors | Scientists
300 4th St
West Des Moines, IA
50265
515-724-7938
ISSUE:
# DATE: DESCRIPTION:
PROJECT:
DAS Project #9473.00
DATE:
DESIGNED:
DRAWN:
REVIEWED:
SHEET TITLE:
SHEET NUMBER:
PROJECT NO.:
MP
93:74:21
6202/71/4
OCCUPANT LOAD TABLE
OCCUPANCY OCCUPANCY OCCUPANT
NUMBER NAME TYPE AREA FACTOR LOAD REMARKS
LEVEL A FLOOR
HA62 HALLWAY 164 SF
HA64 GRAPHIC DESIGN OFFICES BUS 978 SF 150 SF 7
HA66 PRODUCTION / PRINT ROOM BUS 3175 SF 150 SF 22
HA68 WARRANT STORAGE STG 32 SF 300 SF 1
HA70 PAPER STORAGE S-1 634 SF 300 SF 3
HA72 BINDERY / LETTERSHOP BUS 4498 SF 150 SF 30
HA74 OVERNIGHT STORAGE STG 82 SF 300 SF 1
HC01 GENERATOR 1592 SF
HC02 MECHANICAL 1067 SF
TOTAL: 12222 SF 64
100% CD SET
State of Iowa
DAS Hoover Print
Shop Expansion
Hoover Building
1305 East Walnut Street
Des Moines, IA 50319
04/17/2026
SLH
NHD
SLH
GENERAL
INFORMATION & LIFE
SAFETY PLAN
EGRESS PATH A
PATH ID LENGTH
A 112' - 1 5/16"
TOTAL PATH LENGTH 112' - 1 5/16"
EGRESS PATH B G1.0
PATH ID LENGTH
B 67' - 8 9/32"
PLAN
LIFE SAFETY PLAN TOTAL PATH LENGTH 67' - 8 9/32"
0 4 8 16
1
SCALE: 3/32" = 1'-0" NORTH
02500979.001
|
|
|
|
PHASE 1: June - October, 2026 PHASING LEGEND:
- New work to be performed in the spaces shown in green.
- Existing spaces and equipment shown in white are to remain in tact and PHASE 1 WORK AREA
operation during phase one. This includes the current print shop and
inserter room. PHASE 2 WORK AREA
- Erect temporary wall at the east end of the existing inserter room to
accomplish new work at the east end of the project.
PHASE 3 WORK AREA
- Install temporary electrical connections in anticaption of equipment
relocating during Phase 2.
TEMPORARY WALL
RETTUC
WS
CANNON COLOR C1350
OCE MICR 1 INSERTER 2 REDLOF WS
UP
FER
CANNON C9010
INSERTER 1
WS
SHRINK
WRAPPER
OCE MICR 2
WS
2'-0"
100-50
PHASE 1 - SCOPE PLAN
1
SCALE: 1/16" = 1'-0" |
|
|
|
SCALE: 1/16" = 1'-0" |
| PHASE 1: June - October, 2026 |
| - New work to be performed in the spaces shown in green.
- Existing spaces and equipment shown in white are to remain in tact and
operation during phase one. This includes the current print shop and
inserter room.
- Erect temporary wall at the east end of the existing inserter room to
accomplish new work at the east end of the project.
- Install temporary electrical connections in anticaption of equipment
relocating during Phase 2. |
UP
100-50
FER
CANNON COLOR C1350
OCE MICR 1 INSERTER 2
CANNON C9010
INSERTER 1
OCE MICR 2
REDLOF
RETTUC
GROUP
14225 UNIVERSITY AVENUE, SUITE 110
WAUKEE, IOWA 50263
(515) 225-3469 / info@f-w.com
www.f-w.com
Engineers | Architects | Surveyors | Scientists
300 4th St
West Des Moines, IA
50265
515-724-7938
ISSUE:
# DATE: DESCRIPTION:
PHASE 1 WORK AREA
NOT FOR CONSTRUCTION
PHASE 2 WORK AREA
PHASE 3 WORK AREA PROJECT:
TEMPORARY WALL
DAS Project #9473.00
WS
WS
DATE:
DESIGNED:
WS
SHRINK
WRAPPER DRAWN:
WS
2'-0" REVIEWED:
SHEET TITLE:
SHEET NUMBER:
PROJECT NO.:
MP
65:54:21
6202/71/4
PHASE 1: June - October, 2026 PHASING LEGEND:
- New work to be performed in the spaces shown in green.
- Existing spaces and equipment shown in white are to remain in tact and 100% CD SET
operation during phase one. This includes the current print shop and
inserter room.
- Erect temporary wall at the east end of the existing inserter room to
accomplish new work at the east end of the project.
- Install temporary electrical connections in anticaption of equipment
State of Iowa
relocating during Phase 2.
DAS Hoover Print
Shop Expansion
Hoover Building
1305 East Walnut Street
Des Moines, IA 50319
04/17/2026
Designer
Author
Approver
PHASE 1
Ph0.1
PHASE 1 - SCOPE PLAN
1
SCALE: 1/16" = 1'-0"
02500979.001
|
|
|
|
PHASE 2: November, 2026 - January, 2027 PHASING LEGEND:
- New work to be performed in the spaces shown in blue.
PHASE 1 WORK AREA
- Equipment to be relocated as shown and operation at these locations
during Phase 2.
- Coordinate equipment relocation and calibration with equipment supplier. PHASE 2 WORK AREA
- Maintain and erect temporary walls as needed to perform work.
PHASE 3 WORK AREA
TEMPORARY WALL
"0-'2
WS
MECHANICAL
HC02 3'-6"
INSERTER 1
"0-'3
UP PRODUCTION / BINDERY /
FER
PRINT ROOM LETTERSHOP
CANNON C9010 3'-3" 3'-6" 0" HA66 HA72
2'-
"0-'3
2
RETRESNI
WS
OCE MICR 1 5'-0"
"0-'3
GENERATOR
2'-0" WS
OCE MICR 2 HC01
2'-6"
"6-'3
PAPER
SHRINK STORAGE GRAPHIC
WRAPPER HA70 DESIGN
FOLDER OFFICES
CUTTER
HA64
PHASE 2 - SCOPE PLAN
1
SCALE: 1/16" = 1'-0" |
|
|
|
SCALE: 1/16" = 1'-0" |
| PHASE 2: November, 2026 - January, 2027 |
| - New work to be performed in the spaces shown in blue.
- Equipment to be relocated as shown and operation at these locations
during Phase 2.
- Coordinate equipment relocation and calibration with equipment supplier.
- Maintain and erect temporary walls as needed to perform work. |
| ASE 2: November, 2026 - |
January, 2027 |
| BINDERY /
FER
LETTERSHOP
HA72
2'-0" |
0-'2
WS
3'-6"
INSERTER 1
"0-'3
3'-3" CANNON C9010 3'-6"
"0- |
|
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3'-6" |
|
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3
CANNON C9010 3'-6"
"0- |
|
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'3
WS
OCE MICR 1 5'-0"
"0-'3
WS
OCE MICR 2
"6-'3
FOLDER
CUTTER |
|
|
| 1305 East Walnut Street |
| Des Moines, IA 50 |
UP
FER
MECHANICAL
HC02
INSERTER 1
CANNON C9010
OCE MICR 1
GENERATOR
OCE MICR 2 HC01
2
RETRESNI
WS
3'-3"
WS
SHRINK
WRAPPER
FOLDER
CUTTER
"0-'3
3'-6"
"0-'3
"0-'3
3'-6"
"0-'2
"6-'3
GROUP
14225 UNIVERSITY AVENUE, SUITE 110
WAUKEE, IOWA 50263
(515) 225-3469 / info@f-w.com
www.f-w.com
Engineers | Architects | Surveyors | Scientists
300 4th St
West Des Moines, IA
50265
515-724-7938
ISSUE:
# DATE: DESCRIPTION:
PHASE 1 WORK AREA
NOT FOR CONSTRUCTION
PHASE 2 WORK AREA
PHASE 3 WORK AREA PROJECT:
TEMPORARY WALL
DAS Project #9473.00
PRODUCTION / BINDERY /
PRINT ROOM LETTERSHOP DATE:
0" HA66 HA72
2'-
DESIGNED:
5'-0"
DRAWN:
2'-0" WS REVIEWED:
2'-6"
PAPER
STORAGE GRAPHIC
HA70 DESIGN
SHEET TITLE:
OFFICES
HA64
SHEET NUMBER:
PROJECT NO.:
MP
75:54:21
6202/71/4
PHASE 2: November, 2026 - January, 2027 PHASING LEGEND:
- New work to be performed in the spaces shown in blue.
- Equipment to be relocated as shown and operation at these locations 100% CD SET
during Phase 2.
- Coordinate equipment relocation and calibration with equipment supplier.
- Maintain and erect temporary walls as needed to perform work.
State of Iowa
DAS Hoover Print
Shop Expansion
Hoover Building
1305 East Walnut Street
Des Moines, IA 50319
04/17/2026
Designer
Author
Approver
PHASE 2
Ph0.2
PHASE 2 - SCOPE PLAN
1
SCALE: 1/16" = 1'-0"
02500979.001
|
|
|
|
PHASE 3: January, 2027 PHASING LEGEND:
- New work to be performed in the spaces shown in purple.
- Equipment to be relocated to it's final location as shown on sheet A8.1. PHASE 1 WORK AREA
- Coordinate equipment relocation and calibration with equipment supplier.
PHASE 2 WORK AREA
PHASE 3 WORK AREA
TEMPORARY WALL
MECHANICAL
HC02
UP
FER PRODUCTION / BINDERY /
PRINT ROOM LETTERSHOP
HA66 HA72
GRAPHIC
DESIGN
OFFICES
HA64
GENERATOR
PAPER
HC01
STORAGE
HA70
PHASE 3 - SCOPE PLAN
1
SCALE: 1/16" = 1'-0" |
|
|
|
SCALE: 1/16" = 1'-0" |
| PHASE 3: January, 2027 |
| - New work to be performed in the spaces shown in purple.
- Equipment to be relocated to it's final location as shown on sheet A8.1.
- Coordinate equipment relocation and calibration with equipment supplier. |
| 1305 East Walnut Street |
| Des Moines, IA 50 |
UP
FER
GROUP
14225 UNIVERSITY AVENUE, SUITE 110
WAUKEE, IOWA 50263
(515) 225-3469 / info@f-w.com
www.f-w.com
Engineers | Architects | Surveyors | Scientists
300 4th St
West Des Moines, IA
50265
515-724-7938
ISSUE:
# DATE: DESCRIPTION:
PHASE 1 WORK AREA
NOT FOR CONSTRUCTION
PHASE 2 WORK AREA
PHASE 3 WORK AREA PROJECT:
TEMPORARY WALL
DAS Project #9473.00
MECHANICAL
HC02
DATE:
PRODUCTION / BINDERY /
PRINT ROOM LETTERSHOP
DESIGNED:
HA66 HA72
DRAWN:
GRAPHIC
DESIGN REVIEWED:
OFFICES
HA64
GENERATOR
PAPER
STORAGE HC01 SHEET TITLE:
HA70
SHEET NUMBER:
PROJECT NO.:
MP
75:54:21
6202/71/4
PHASE 3: January, 2027 PHASING LEGEND:
- New work to be performed in the spaces shown in purple.
- Equipment to be relocated to it's final location as shown on sheet A8.1. 100% CD SET
- Coordinate equipment relocation and calibration with equipment supplier.
State of Iowa
DAS Hoover Print
Shop Expansion
Hoover Building
1305 East Walnut Street
Des Moines, IA 50319
04/17/2026
Designer
Author
Approver
PHASE 3
Ph0.3
PHASE 3 - SCOPE PLAN
1
SCALE: 1/16" = 1'-0"
02500979.001
| D9.03
D9.04
D9.03 D9.03 D9.04
D9.03
D9.04
D9.05
D9.03 D9.05
D9.05
D9.03
D10.01
PLAN
REFLECTED CEILING DEMOLITION PLAN - LEVEL A
0 4 8 16
2
SCALE: 3/32" = 1'-0" NORTH |
|
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DEMOLITION GENERAL NOTES |
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A. EXISTING CONSTRUCTION SHOWN DASHED IS TO BE DEMOLISHED -
COORDINATE WITH NEW CONSTRUCTION
B. ALL ITEMS INDICATED TO BE DEMOLISHED SHALL BE REMOVED AS TO FULLY
ALLOW FOR THE PROPER FURNISHING AND INSTALLATION OF ALL SCHEDULED
NEW WORK. THIS SHALL INCLUDE DEMOLITION OF ADJACENT ITEMS,
ACCESSORIES, AND APPURTENANCES AS NECESSARY.
C. ALL METAL CEILING TILES AND EXISTING LIGHT FIXTURES/WHIPS TO BE SAVED
AND CAREFULLY STACKED/STORED FOR TURN-OVER TO OWNER UNTIL A YET-TO-
BE-DETERMINED QUANTITY HAS BEEN MET. COORDINATE WITH CONSTRUCTION
MANAGER.
D. DEMOLITION DRAWINGS ILLUSTRATE MAJOR ITEMS TO BE REMOVED.
CONTRACTOR SHALL COORDINATE THESE DRAWINGS WITH NEW WORK
DRAWINGS AND SHALL BE RESPONSIBLE FOR OTHER ITEMS REQUIRED TO BE
DEMOLISHED TO ACCOMMODATE NEW WORK.
E. THE CONTRACTOR IS RESPONSIBLE FOR RETAINING AND RELOCATING ALL
SALVAGE AS DESIGNATED BY THE OWNER'S REPRESENTATIVE.
F. THE CONTRACTOR IS RESPONSIBLE FOR STORAGE AND PROTECTION OF ALL
SALVAGE ITEMS.
G. EXISTING ITEMS, EQUIPMENT, PLUMBING FIXTURES, ETC, TO REMAIN IN PLACE
SHALL BE PROTECTED FROM DIRT AND DAMAGE DURING DEMOLITION AND
CONSTRUCTION.
H. PROTECT ALL FINISHES TO REMAIN FROM DAMAGE DURING DEMOLITION AND
CONSTRUCTION.
I. PRIOR TO DEMOLITION, ENSURE THE STABILITY OF ANY WALLS TO REMAIN.
J. REMOVE ACOUSTICAL CEILINGS INCLUDING, BUT NOT LIMITED TO, RELATED
SUPPORT SYSTEMS, CEILING TILES, LIGHT FIXTURES, GRILLES, DIFFUSERS, EXIT
SIGNS, AND OTHER ELECTRICAL OR COMMUNICATION DEVICES.
K. DEMOLITION OF FLOOR FINISHES INCLUDES REMOVAL OF ADHESIVES, GROUTING
BEDS, RESILIENT BASE, ETC.
L. REMOVAL OF EXISTING PLUMBING FIXTURES TO INCLUDE PIPING, WASTE LINES,
ETC. LINES ARE TO BE CAPPED AS REQUIRED. SEE PLUMBING DRAWINGS.
M. REMOVAL OF EXISTING HVAC TO INCLUDE DUCTWORK, HANGERS, GRILLES,
DIFFUSERS, ETC. SEE MECHANICAL DRAWINGS.
N. REMOVAL OF EXISTING ELECTRICAL SYSTEMS TO INCLUDE CONDUIT, BOXES,
WIRE, CABLE, SUPPORTS, WIRING DEVICES, SAFETY SWITCHES, FIRE ALARM
EQUIPMENT, SPEAKERS, TELEPHONE OUTLETS AND LIGHT FIXTURES. SEE
ELECTRICAL DRAWINGS.
O. HAZARDOUS MATERIALS INCLUDING, BUT NOT LIMITED TO; ASBESTOS AND/OR
LEAD PAINT, IS ENCOUNTERED ON THE PROJECT SITE, THE OWNER SHALL
ENGAGE A TESTING COMPANY TO IDENTIFY AREAS AND PROVIDE APPROPRIATE
ABATEMENT. DEMOLITION CONTRACTOR SHALL COORDINATE ALL ACTIVITIES
WITH ABATEMENT CONTRACTOR. |
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DEMOLITION KEYNOTES (BY DIVISION)
D#.# |
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DIVISION 06 |
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D6.01 |
DEMOLISH CHAIR RAIL IN ITS ENTIRETY. PATCH WALL AS REQUIRED FOR NEW
WORK. |
|
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DIVISION 08 |
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D8.01 |
DEMOLISH DOOR AND FRAME IN ITS ENTIRETY. PREPARE FOR NEW WORK |
|
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D8.02 |
DEMOLISH HOLLOW METAL WINDOW AND FRAME IN IT'S ENTIRETY. |
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D8.03 |
DEMOLISH DOOR AND FRAME IN ITS ENTIRETY. |
| 2 |
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D8.04 |
DEMOLISH FRAME IN ITS ENTIRETY |
|
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D8.06 |
SALVAGE DOOR SLAB FOR REUSE. REUSE AS DOOR 105-3. DEMOLISH FRAME IN
ITS ENTIRETY. |
|
SCALE: 3/32" = 1'-0" |
NORTH |
|
|
|
| 35'-0 3/8" 54'-2 3/4"
D8.02
D9.01 D9.01 D9.08
D8.03
"2/1
D9.01
2-'54 D9.09 D11.01
D8.03
D8.03
D9.06
D9.01 "0-'06
D9.11
D9.01 D8.01
D9.10 D10.02 D10.02 D10.02
D9.09
D9.07 D22.01
D9.11
D8.03 D8.03
D9.01
D12.02 D9.12
D6.01
D22.01
D6.01 D9.02 D9.10
D9.10
"2/1
D9.08 D9.08 D8.04 D8.06
D9.01 "0-'51 4-'9 D10.01
D9.01
D6.01 D9.09
D12.02
D9.07
PLAN
DEMOLITION PLAN - LEVEL A
0 4 8 16
1
SCALE: 3/32" = 1'-0" NORTH |
|
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DIVISION 09 |
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D9.01 |
DEMOLISH WALL AND RESILIENT BASE IN ITS ENTIRETY. |
|
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D9.02 |
DEMOLISH WALL AND RESILIENT BASE IN ITS ENTIRETY. PREPARE OPENING
FOR NEW DOOR |
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D9.03 |
SALVAGE EXISTING METAL CEILING TILES AND LIGHT FIXTURES/WHIPS -
STOCKPILE AND TURN OVER TO OWNER. DEMOLISH GRID IN ITS ENTIRETY. |
|
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D9.04 |
DEMOLISH EXISTING ACOUSTICAL GRID AND CEILING IN ITS ENTIRETY |
|
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D9.05 |
DEMOLISH EXISTING GYPSUM BOARD CEILING IN ITS ENTIRETY. PREPARE FOR
NEW WORK |
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D9.06 |
DEMOLISH BROADLOOM CARPET AND RESILIENT BASE IN ITS ENTIRETY.
PREPARE FOR NEW WORK. |
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D9.07 |
DEMOLISH TILE FLOORING AND TILE BASE IN ITS ENTIRETY. PREPARE FOR
NEW WORK. |
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D9.08 |
DEMOLISH CARPET TILE AND RESILIENT BASE IN ITS ENTIRETY. PREPARE FOR
NEW WORK. |
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D9.09 |
DEMOLISH ALL EXISTING RESILIENT BASE. PREPARE WALL FOR NEW RESILIENT
BASE. |
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D9.10 |
DEMOLISH WALL, INCLUDING TILE WALL, IN ITS ENTIRETY. |
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D9.11 REMOVE EXISTING FLOOR FINISH AND PREP FLOOR SURFACE TO RECEIVE
NEW FINISH - ICRI 310.2R, CSP 3.
D9.12 DEMOLISH VCT FLOORING IN ITS ENTIRETY. PREPARE FOR NEW WORK.
DIVISION 10
D10.01 DEMOLISH EXISTING OPERABLE PARTITION TRACK AND STRUCTURE IN IT'S |
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ENTIRETY. PATCH WALL AS REQUIRED.
D10.02 DEMOLISH EXISTING CORNER GUARDS. PREPARE SURFACE FOR NEW WORK.
DIVISION 11 |
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D11.01 SALVAGE EXISTING REFRIGERATOR FOR REINSTALLATION AT SAME LOCATION.
DIVISION 12
D12.02 DEMOLISH FURNITURE WALL SYSTEM IN IT'S ENTIRETY.
DIVISION 22
D22.01 DEMOLISH SINK IN ITS ENTIRETY. |
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| 1 |
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NORTH |
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| EXISTING CONSTRUCTION SHOWN DASHED IS TO BE DEMOLISHED |
- |
| COORDINATE WITH NEW CONSTRUCTION |
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D9.03 |
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D9.0 |
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D9. |
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D9 |
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D9.03 |
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D |
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9.04
D9.05
D9.05
D9.05 |
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D9. |
03 |
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| ALL METAL CEILING TILES AND EXISTING LIGHT FIXTURES/WHIPS TO BE SAVED |
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| AND CAREFULLY STACKED/STORED FOR TURN |
- |
OVER TO OWNER UNTIL A YET- |
TO |
- |
| CONTRACTOR SHALL COORDINATE THESE DRAWINGS WITH NEW WORK |
| DRAWINGS AND SHALL BE RESPONSIBLE FOR OTHER ITEMS REQUIRED TO BE |
| DEMOLISHED TO ACCOMMODATE NEW WORK. |
| HAZARDOUS MATERIALS INCLUDING, BUT NOT LIMITED TO; ASBESTOS AND/OR |
| LEAD PAINT, IS ENCOUNTERED ON THE PROJECT SITE, THE OWNER SHALL |
| D8.03
D9.06 |
|
|
D8.02
"2/1
D9.01
2-'54
D8.03
10 D10.02
D9.09
22.01
D9.11
.03
D9.12
22.01
D9.10 |
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D9.08 |
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D9.01 D8.01
D
03
D9.01
D6.01
D9.02 |
D9.01
D9.
9.07 D
D8
D
D9.10 |
|
|
DEMOLITION GENERAL NOTES
A. EXISTING CONSTRUCTION SHOWN DASHED IS TO BE DEMOLISHED -
COORDINATE WITH NEW CONSTRUCTION
B. ALL ITEMS INDICATED TO BE DEMOLISHED SHALL BE REMOVED AS TO FULLY
ALLOW FOR THE PROPER FURNISHING AND INSTALLATION OF ALL SCHEDULED
NEW WORK. THIS SHALL INCLUDE DEMOLITION OF ADJACENT ITEMS,
ACCESSORIES, AND APPURTENANCES AS NECESSARY.
C. ALL METAL CEILING TILES AND EXISTING LIGHT FIXTURES/WHIPS TO BE SAVED
AND CAREFULLY STACKED/STORED FOR TURN-OVER TO OWNER UNTIL A YET-TO-
BE-DETERMINED QUANTITY HAS BEEN MET. COORDINATE WITH CONSTRUCTION
MANAGER.
D. DEMOLITION DRAWINGS ILLUSTRATE MAJOR ITEMS TO BE REMOVED.
CONTRACTOR SHALL COORDINATE THESE DRAWINGS WITH NEW WORK
DRAWINGS AND SHALL BE RESPONSIBLE FOR OTHER ITEMS REQUIRED TO BE
DEMOLISHED TO ACCOMMODATE NEW WORK.
E. THE CONTRACTOR IS RESPONSIBLE FOR RETAINING AND RELOCATING ALL
SALVAGE AS DESIGNATED BY THE OWNER'S REPRESENTATIVE.
F. THE CONTRACTOR IS RESPONSIBLE FOR STORAGE AND PROTECTION OF ALL
SALVAGE ITEMS.
G. EXISTING ITEMS, EQUIPMENT, PLUMBING FIXTURES, ETC, TO REMAIN IN PLACE
SHALL BE PROTECTED FROM DIRT AND DAMAGE DURING DEMOLITION AND
CONSTRUCTION.
H. PROTECT ALL FINISHES TO REMAIN FROM DAMAGE DURING DEMOLITION AND
CONSTRUCTION.
I. PRIOR TO DEMOLITION, ENSURE THE STABILITY OF ANY WALLS TO REMAIN.
J. REMOVE ACOUSTICAL CEILINGS INCLUDING, BUT NOT LIMITED TO, RELATED
SUPPORT SYSTEMS, CEILING TILES, LIGHT FIXTURES, GRILLES, DIFFUSERS, EXIT
SIGNS, AND OTHER ELECTRICAL OR COMMUNICATION DEVICES.
K. DEMOLITION OF FLOOR FINISHES INCLUDES REMOVAL OF ADHESIVES, GROUTING
BEDS, RESILIENT BASE, ETC.
L. REMOVAL OF EXISTING PLUMBING FIXTURES TO INCLUDE PIPING, WASTE LINES,
ETC. LINES ARE TO BE CAPPED AS REQUIRED. SEE PLUMBING DRAWINGS.
M. REMOVAL OF EXISTING HVAC TO INCLUDE DUCTWORK, HANGERS, GRILLES,
DIFFUSERS, ETC. SEE MECHANICAL DRAWINGS.
N. REMOVAL OF EXISTING ELECTRICAL SYSTEMS TO INCLUDE CONDUIT, BOXES,
WIRE, CABLE, SUPPORTS, WIRING DEVICES, SAFETY SWITCHES, FIRE ALARM
EQUIPMENT, SPEAKERS, TELEPHONE OUTLETS AND LIGHT FIXTURES. SEE
ELECTRICAL DRAWINGS.
O. HAZARDOUS MATERIALS INCLUDING, BUT NOT LIMITED TO; ASBESTOS AND/OR
LEAD PAINT, IS ENCOUNTERED ON THE PROJECT SITE, THE OWNER SHALL
ENGAGE A TESTING COMPANY TO IDENTIFY AREAS AND PROVIDE APPROPRIATE
ABATEMENT. DEMOLITION CONTRACTOR SHALL COORDINATE ALL ACTIVITIES
WITH ABATEMENT CONTRACTOR.
35'-0 3/8" 54'-2 3/4"
D9.01 D9.01
D9.01
D9.01
D9.01 D8.01
D9.01
D9.01
"2/1
2-'54
"0-'51
"2/1
4-'9
D8.02
D9.08
D8.03
D9.09
D8.03
D8.03
D9.06
D9.10 D10.02 D10.02 D10.02
D9.09
D9.07 D22.01
D8.03 D8.03
D12.02
D6.01
D22.01
D6.01 D9.02 D9.10
D9.10
D9.08 D9.08 D8.04 D8.06
D10.01
D9.01
D6.01 D9.09
D12.02
D9.07
"0-'06
D9.03
D9.04
GROUP
14225 UNIVERSITY AVENUE, SUITE 110
D9.03 D9.03 D9.04
WAUKEE, IOWA 50263
D9.03
(515) 225-3469 / info@f-w.com
www.f-w.com
D9.04 Engineers | Architects | Surveyors | Scientists
D9.05
D9.03 D9.05
D9.05
D9.03
300 4th St
D10.01 West Des Moines, IA
50265
515-724-7938
ISSUE:
# DATE: DESCRIPTION:
PROJECT:
D11.01
DAS Project #9473.00
D9.11
D9.11
D9.12
DATE:
DESIGNED:
DRAWN:
REVIEWED:
SHEET TITLE:
SHEET NUMBER:
PROJECT NO.:
MP
24:74:21
6202/71/4
DEMOLITION KEYNOTES (BY DIVISION)
D#.#
DIVISION 06
D6.01 DEMOLISH CHAIR RAIL IN ITS ENTIRETY. PATCH WALL AS REQUIRED FOR NEW
WORK.
DIVISION 08
D8.01 DEMOLISH DOOR AND FRAME IN ITS ENTIRETY. PREPARE FOR NEW WORK
D8.02 DEMOLISH HOLLOW METAL WINDOW AND FRAME IN IT'S ENTIRETY.
PLAN D8.03 DEMOLISH DOOR AND FRAME IN ITS ENTIRETY.
REFLECTED CEILING DEMOLITION PLAN - LEVEL A
0 4 8 16 D8.04 DEMOLISH FRAME IN ITS ENTIRETY
2
D8.06 SALVAGE DOOR SLAB FOR REUSE. REUSE AS DOOR 105-3. DEMOLISH FRAME IN
SCALE: 3/32" = 1'-0" NORTH
ITS ENTIRETY.
DIVISION 09
D9.01 DEMOLISH WALL AND RESILIENT BASE IN ITS ENTIRETY.
D9.02 DEMOLISH WALL AND RESILIENT BASE IN ITS ENTIRETY. PREPARE OPENING
FOR NEW DOOR
D9.03 SALVAGE EXISTING METAL CEILING TILES AND LIGHT FIXTURES/WHIPS -
STOCKPILE AND TURN OVER TO OWNER. DEMOLISH GRID IN ITS ENTIRETY.
100% CD SET
D9.04 DEMOLISH EXISTING ACOUSTICAL GRID AND CEILING IN ITS ENTIRETY
D9.05 DEMOLISH EXISTING GYPSUM BOARD CEILING IN ITS ENTIRETY. PREPARE FOR
NEW WORK
D9.06 DEMOLISH BROADLOOM CARPET AND RESILIENT BASE IN ITS ENTIRETY.
PREPARE FOR NEW WORK.
D9.07 DEMOLISH TILE FLOORING AND TILE BASE IN ITS ENTIRETY. PREPARE FOR
NEW WORK. State of Iowa
D9.08 DEMOLISH CARPET TILE AND RESILIENT BASE IN ITS ENTIRETY. PREPARE FOR
NEW WORK.
D9.09 DEMOLISH ALL EXISTING RESILIENT BASE. PREPARE WALL FOR NEW RESILIENT
BASE.
D9.10 DEMOLISH WALL, INCLUDING TILE WALL, IN ITS ENTIRETY.
DAS Hoover Print
D9.11 REMOVE EXISTING FLOOR FINISH AND PREP FLOOR SURFACE TO RECEIVE
NEW FINISH - ICRI 310.2R, CSP 3.
Shop Expansion D9.12 DEMOLISH VCT FLOORING IN ITS ENTIRETY. PREPARE FOR NEW WORK.
DIVISION 10
D10.01 DEMOLISH EXISTING OPERABLE PARTITION TRACK AND STRUCTURE IN IT'S
ENTIRETY. PATCH WALL AS REQUIRED.
D10.02 DEMOLISH EXISTING CORNER GUARDS. PREPARE SURFACE FOR NEW WORK.
DIVISION 11
D11.01 SALVAGE EXISTING REFRIGERATOR FOR REINSTALLATION AT SAME LOCATION.
DIVISION 12
D12.02 DEMOLISH FURNITURE WALL SYSTEM IN IT'S ENTIRETY.
Hoover Building
DIVISION 22
1305 East Walnut Street
D22.01 DEMOLISH SINK IN ITS ENTIRETY.
Des Moines, IA 50319
04/17/2026
SLH
NHD
SLH
DEMOLITION PLANS
AD1.1
PLAN
DEMOLITION PLAN - LEVEL A
0 4 8 16
1
SCALE: 3/32" = 1'-0" NORTH
02500979.001