RFB936100-01 - Drawings.pdf

E. WASHINGTON ST

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PROJECT LOCATION

PROJECT LOCATION

CONEX BOX LOCATION

DUMPSTER LOCATION

2015 International Building Code 2015 International fire Code 2015 International Existing Building Code 2010 Americans with Disabilities Act State Mechanical Code State Plumbing Code State Electrical Code ASME A17.1 Safety Code for Elevators and Escalators State of Iowa Elevator Safety Rules

IBC Chapter 3 – Use and Occupancy Classification The use and occupancy classification of the existing building will remain unchanged.

IBC Chapter 5 – General Building Heights and Areas Existing building height and area to remain unchanged.

IBC Chapter 6 – Types of Construction The type of construction for the existing building will remain unchanged.

IBC Chapter 7 – Fire and Smoke Protection Features Existing elevator shaft is considered to be 2-hour construction.

IBC Chapter 10 – Means of Egress Means of egress will remain unchanged in the existing building.

APPLICABLE CODES

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SHEET INDEX CERTIFICATIONS

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AAuuttooddeesskk RReevviitt 22002233

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IA DAS - DOC MPCF Bldg 20 Elevator Rep

Iowa Department of Administrative Services 1200 E Washington St, Mt Pleasant, IA 52641

G000

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SHEET LIST

SHEET NAME

GENERAL

G000 COVER SHEET

G001 PROJECT GENERAL INFORMATION

ARCHITECTURAL

AD01 DEMOLITION PLANS

AD02 DEMOLITION PHOTOS

A101 FLOOR PLANS

A310 WALL SECTIONS AND ELEVATIONS

MECHANICAL

M000 MECHANICAL GENERAL INFORMATION

MD100 MECHANICAL DEMO PLAN

M100 MECHANICAL PLAN

M500 MECHANICAL SCHEDULES AND DETAILS

ELECTRICAL

E000 ELECTRICAL GENERAL INFORMATION

ED01 ELECTRICAL DEMOLITION PLANS

E201 ELECTRICAL NEW WORK PLANS

NOT TO SCALEA6

SITE LOCATION

N

DAS # 9361.00

RFB 936100-01

PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL

MY LICENSE RENEWAL DATE IS DECEMBER 31,

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF IOWA.

PRINTED OR TYPED NAME

SIGNATURE DATE

LICENSE NUMBER

Tyson L. Scheidecker

ALL "M" SERIES SHEETS

21691

MECHANICAL ENGINEER

I HEREBY CERTIFY THAT THE PORTION OF THIS TECHNICAL

SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER

MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY

LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF IOWA.

PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL

PRINTED OR TYPED NAME

SIGNATURE

MY LICENSE RENEWAL DATE IS JUNE 30,

DATE

ARCHITECT

LICENSE NUMBER

Cameron L. Manley

ALL "G" AND "A" SERIES SHEETS

06716

PAGES, SHEETS OR DIVISIONS COVERED BY THIS SEAL

MY LICENSE RENEWAL DATE IS DECEMBER 31,

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I

AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS

OF THE STATE OF IOWA.

PRINTED OR TYPED NAME

SIGNATURE DATE

LICENSE NUMBER

Edin Smailovic

ALL "E" SERIES SHEETS

21953

ELECTRICAL ENGINEER

4/25/2024

4/25/2024

4/25/2024

SYMBOLS

& AND

@ AT

# NUMBER or POUND

A

A/E ARCHITECT / ENGINEER

ACP ACOUSTICAL CEILING PANEL

ADA AMERICANS WITH DISABILITIES ACT

ADAAG AMERICANS WITH DISABILITIES ACT

ACCESSIBILITY GUIDELINES

ADD ADDENDUM

ADJ ADJUSTABLE or ADJACENT

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AL or ALUM ALUMINUM

ALT ALTERNATE

AP ACCESS PANEL

APA AMERICAN PLYWOOD ASSOCIATION

APPROX APPROXIMATE (LY)

ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS

AUTO AUTOMATIC (DOOR OPERATOR)

AVE AVENUE

AVG AVERAGE

B

B/O BOTTOM OF

BLDG BUILDING

BLVD BOULEVARD

BRG BEARING

C

CCTV CLOSED CIRCUIT TELEVISION

CG CORNER GUARD

CFCI CONTRACTOR FURNISHED CONTRACTOR

INSTALLED

CFOI CONTRACTOR FURNISHED OWNER INSTALLED

CJ CONSTRUCTION/CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLR CLEAR (ANCE)

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONST CONSTRUCTION

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CTRL CONTROL

CF CUBIC FEET

CW COLD WATER

D

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION/ DEMOLISH

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DISP DISPENSER

DIV DIVISION

DN DOWN

DTL DETAIL

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

DWGS DRAWINGS

E

EA EACH

EF EPOXY FLOORING or EXHAUST FAN

EJ EXPANSION JOINT

ELEC ELECTRIC / ELECTRICAL

ELEV ELEVATION

EL ELEVATOR

ENGR ENGINEER

EP EPOXY PAINT

EPXY EPOXY

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

F FDN or FNDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISH (ED) FLOOR ELEVATION

FHC FIRE HOSE CABINET

FL FLOOR

FLR FLOOR (ING)

FM FM GLOBAL

FRP FIBERGLASS REINFORCED PANEL

FT FOOT (FEET)

FTG FOOTING

FURN FURNITURE

G GA GAGE or GAUGE

GAL GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GWB GYPSUM WALLBOARD

H

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HVAC HEATING, VENTILATION, AIR CONDITIONING

HW HOT WATER

I

IBC INTERNATIONAL BUILDING CODE

ICC INTERNATIONAL CODE COUNCIL

ID IDENTIFICATION or INSIDE DIAMETER

IN INCHES

INCL INCLUDE

INFO INFORMATION

J

JAN JANITOR

JC JANITOR'S CLOSET

JST JOIST (S)

JT JOINT

ABBREVIATIONS

K

KO KNOCKOUT

L

LAV LAVATORY

LF LINEAR FOOT

LH LEFT HAND

LHR LEFT HAND REVERSE

LLV LONG LEG VERTICAL

LVL LAMINATED VENEER LUMBER

LVT LUXURY VINYL TILE

M

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MFRG MANUFACTURING

MFR MANUFACTURER

MIC MICROPHONE

MIN MINIMUM or MINUTE

MISC MISCELLANEOUS

MO MASONRY OPENING

MTD MOUNTED

MTL METAL

N

N/A NOT APPLICABLE

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION

NIC NOT IN CONTRACT

NOM NOMINAL

NRC NOISE REDUCTION COEFFICIENT

NRCA NATIONAL ROOFING CONTRACTORS

ASSOCIATION

NTS NOT TO SCALE

O

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

OPP OPPOSITE

OHD OVERHEAD DOOR

P

P PAINT

PERP PERPENDICULAR

PKWY PARKWAY

PL PLATE or PLASTIC LAMINATE

PLAM PLASTIC LAMINATE

PLWD PLYWOOD

PR PAIR

PREFAB PREFABRICATED

PREFIN PREFINISHED

PREP PREPARE (ATION)

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

R R RAD or RADIUS

RCI ROOF CONSULTANTS INSTITUTE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REINF REINFORCE (D) (ING) (MENT)

REQD REQUIRED

RESIL RESILIENT

RF RADIO FREQUENCY

RH RIGHT HAND

RHR RIGHT HAND REVERSE

RM ROOM

RO ROUGH OPENING

VTR VENT THROUGH ROOF

S

SAN SANITARY

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT

SHT SHEET REFERRING TO PAGES

SIM SIMILAR

SH SHIVE-HATTERY

SOG SLAB ON GRADE

SPEC(S) SPECIFICATION(S)

SQ SQUARE

SQ IN SQUARE INCH

SS SOLID SURFACE or STAINLESS STEEL ST STREET or STONE

STAG STAGGERED

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STRUC STRUCTURE (AL)

SYM SYMMETRICAL

T

T/O TOP OF

T&G TONGUE AND GROOVE

TAN TANGENT

TBD TO BE DETERMINED

TEL TELEPHONE

TEMP TEMPORARY

THRU THROUGH

TV TELEVISION

TYP TYPICAL

U

UL UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

V

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VT VINYL TILE

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W

W WIDTH

W/ WITH

W/O WITHOUT

WC WATER CLOSET or WALL COVERING WT WALL TILE or WEIGHT

WTR WATER

1. COLOR HAS BEEN USED ON THESE DRAWINGS TO ENHANCE

UNDERSTANDING. PRINTING IN COLOR IS RECOMMENDED TO

ENSURE CLARITY.

2. ANY DAMAGE TO AREAS INSIDE OR OUTSIDE OF THE PROJECT

AREA SHALL BE REPAIRED TO THE STATUS PRIOR TO

CONSTRUCTION AT NO COST TO OWNER.

3. STRUCTURAL STEEL MEMBERS AND DECKING PROFILES, AS

INDICATED ON ARCHITECTURAL DETAILS, ARE DIAGRAMMATIC

AND MAY VARY FROM ACTUAL PROFILES AND SIZES. FIELD

VERIFY EXISTING PROFILE DIMENSIONS WHEN REQUIRED TO

MATCH OR REPLACE EXISTING. NOTE CHANGES REQUIRED TO

ARCHITECTURAL DETAILS IN SHOP DRAWINGS.

4. PROVIDE FOR PROTECTION OF ANY ROOF SURFACES USED

DURING CONSTRUCTION. PROTECTION IS REQUIRED OVER

FULL EXTENT OF THE WORK AREAS. MINIMUM PROTECTION

CONSISTS OF 1/2” PLYWOOD OVER 1” EPS INSULATION.

5. EACH TRADE SHALL PROVIDE TESTED FIRESTOPPING

ASSEMBLIES OR ENGINEERING JUDGMENTS FOR

PENETRATIONS OF THEIR WORK THROUGH FIRE-RATED WALLS

AND FLOOR/CEILING ASSEMBLIES. FIRESTOPPING ASSEMBLIES

ARE TO BE OF DESIGNS THAT PROVIDE THE SCHEDULED FIRE

RATINGS WHEN TESTED IN ACCORDANCE WITH ASTM E119,

ASTM E814, OR UL 1479, AND ARE TO BE INSTALLED BY

INDIVIDUALS TRAINED AND EXPERIENCED WITH INSTALLATION

OF SUCH ASSEMBLIES. PROVIDE SUBMITTALS TO LOCAL

AUTHORITIES AS REQUESTED

6. ALL ELEVATION REFERENCES IN BUILDING DRAWINGS ARE

BASED ON 100’-0” WHICH RELATES TO [XXX.X’] ABOVE SEA

LEVEL ON SITE DRAWINGS.

7. IF COMPLIANCE WITH TWO OR MORE STANDARDS IS SPECIFIED

AND THE STANDARDS ESTABLISH DIFFERENT OR CONFLICTING

REQUIREMENTS FOR MINIMUM QUANTITIES OR QUALITY

LEVELS, COMPLY WITH THE MOST STRINGENT

REQUIREMENT. REFER UNCERTAINTIES AND REQUIREMENTS

THAT ARE DIFFERENT, BUT APPARENTLY EQUAL, TO

ARCHITECT FOR A DECISION BEFORE PROCEEDING.

8. BUILDING CONTAINS HAZARDOUS MATERIAL SUCH AS

ASBESTOS AND LEAD PAINT. SUPPLEMENTAL HAZARDOUS

MATERIAL REPORT IS PROVIDED IN THE BID DOCUMENTS AS A

SEPARATE ATTACHMENT. REFER TO HAZARDOUS MATERIAL

REPORT FOR EXTENTS OF TESTING AND RESULTS. PER

REPORT, ELEVATOR BRAKE PADS ARE PRESUMED TO BE

ASBESTOS-CONTAINING, AND CIRCUIT BREAKER BOARDS IN

PENTHOUSE ARE ASBESTOS-CONTAINING; THESE WILL BE

BAGGED AND REMOVED AS PART OF THE ELEVATOR PACKAGE.

9. ABATEMENT WORK WILL BE UNDER SEPARATE CONTRACT.

OBTAIN AND MAINTAIN ON SITE A COMPLETE SET OF

ABATEMENT DOCUMENTS, INCLUDING ADDENDA AND CHANGES

AFTER START OF CONSTRUCTION, FOR REFERENCE AND

COORDINATION BY ALL TRADES. COORDINATE ALL DEMOLITION

AND CONSTRUCTION WORK WITH THE ABATEMENT

CONTRACTOR.

10. OBTAIN AND MAINTAIN A COMPLETE SET OF OWNER-PROVIDED

EQUIPMENT DOCUMENTS, INCLUDING ADDENDA AND CHANGES

AFTER START OF CONSTRUCTION, FOR REFERENCE AND

COORDINATION BY ALL TRADES. COORDINATE WITH

EQUIPMENT INSTALLER ON INSTALLATION OF ALL EQUIPMENT.

11. THE INDICATION OF TYPE AND LOCATION OF EXISTING

CONDITIONS AND MATERIALS IN THE DRAWINGS IS NOT

INTENDED AS EXACT DOCUMENTATION OF IN-PLACE

CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR

VERIFYING EXISTING CONDITIONS BEFORE SUBMISSION OF

BIDS. EXISTING CONDITIONS VARYING FROM THOSE SHOWN IN

THE DRAWINGS WILL NOT BE JUSTIFICATION FOR ADDITIONAL

ALLOWANCE TO THE CONTRACTOR. NOTIFY THE ARCHITECT

IMMEDIATELY IF ANY CONDITIONS CONFLICT WITH THE

DRAWINGS.

12. PROTECT ALL BUILDING SYSTEMS, NEW AND EXISTING. COVER

SUPPLY, RETURN, AND EXHAUST AIR GRILLES, AND PROTECT

OTHER SENSITIVE EQUIPMENT FROM ALL ACTIVITIES RELATED

TO THIS CONTRACT. REMOVE PROTECTION AT END OF

CONSTRUCTION.

13. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH

OTHER EVEN IF NOT SPECIFICALLY IDENTIFIED IN THE

CONTRACT DOCUMENTS.

14. ALL CODE-REQUIRED LABELS SUCH AS "UL", “FACTORY

MUTUAL”, OR ANY EQUIPMENT IDENTIFICATION, PERFORMANCE

RATING, NAME, OR NOMENCLATURE PLATES SHALL REMAIN

READABLE AND NOT PAINTED OR COVERED BY OTHER

CONSTRUCTION.

15. ARCHITECTURAL DIMENSIONS AND DESIGN INTENT ARE

INDICATED ON ARCHITECTURAL DRAWINGS. IF THE

INSTALLATION OF EQUIPMENT FROM OTHER TRADES

INTERFERES WITH COMPLIANCE OF THE DESIGN INTENT,

NOTIFY THE ARCHITECT BEFORE PROCEEDING.

16. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN LOCATION

OF BUILDING ELEMENTS. IF DIMENSIONS ARE NOT AVAILABLE,

CONTACT THE ARCHITECT.

17. WHEN DIMENSIONS ON SMALL SCALE DRAWINGS CONFLICT

WITH THOSE ON LARGE SCALE DRAWINGS, THE LARGE SCALE

DRAWINGS GOVERN.

PROJECT GENERAL INFORMATION

VIEW NUMBER

GENERAL SYMBOLS LEGEND

A1

VIEW NAME

100'-0"

12" = 1'-0" 12"

VIEW SCALE

NORTH ARROW

VIEW NUMBER

SHEET NUMBER

BUILDING SECTION MARK

VIEW NUMBER

SHEET NUMBER

WALL SECTION MARK

VIEW NUMBER

SHEET NUMBER

DETAIL SECTION MARK

VIEW NUMBER

SHEET NUMBER

EXTERIOR ELEVATION MARK

VIEW NUMBER

SHEET NUMBER

INTERIOR ELEVATION MARK

ENLARGED DETAIL MARK

VIEW NUMBER

SHEET NUMBER

KEYNOTE VALUEA00

REVISION NUMBER

REVISION TYPE

EXISTING GRID ID MARK

NEW GRID ID MARK

IDENTIFIED LEVEL NAME

ELEVATION MARK

SPOT ELEVATION MARK

ROOM NAME

101 ROOM NUMBER

A4/A104

VIEW NUMBER / SHEET NUMBER OF

CONTINUING VIEW

MATCHLINE

A1 A101

A1 A101

A1 A101

A1 A101

A1 A101

A1

A1 A1

A1

A100

A1 A101

RFI

FIRST FLOOR

100'-0"

N

ELEVATOR

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01/16" = 1'-0"6A

OVERALL FIRST FLOOR PLAN

24'

EXISTING WALL PARTITIONS

DEMOLITION PLAN SYMBOLS LEGEND

TEMPORARY WALL PARTITIONS

DEMOLISHED WALL PARTITIONS

EXISTING DOOR

DEMOLISHED DOOR

1. FIELD VERIFY EXISTING CONDITIONS PRIOR TO START OF

DEMOLITION WORK. NOTIFY ARCHITECT IN WRITING OF

DISCREPANCIES BETWEEN WORK SHOWN IN THE DRAWINGS

AND FIELD CONDITIONS ENCOUNTERED.

2. TO PROTECT OWNER AND CONTRACTOR, PHOTOGRAPHICALLY

DOCUMENT EXISTING CONDITIONS TO REMAIN, PRIOR TO

START OF DEMOLITION AND CONSTRUCTION ACTIVITIES. COPY

ARCHITECT AND OWNER ON PHOTOGRAPHIC

DOCUMENTATION.

3. OPEN FLAME EQUIPMENT IS NOT PERMITTED FOR REMOVAL OF

EXISTING WORK WITHOUT SPECIFIC WRITTEN PERMISSION

FROM THE OWNER.

4. COORDINATE WITH OWNER ANY ITEMS TO BE SALVAGED.

5. OWNER WILL REMOVE ALL NON-FIXED FURNISHINGS AND

EQUIPMENT FROM THE CONSTRUCTION AREA PRIOR TO START

OF CONSTRUCTION UNLESS NOTED OTHERWISE.

6. MAINTAIN BUILDING IN A WEATHER-TIGHT CONDITION. DO NOT

PERFORM WORK ON EXTERIOR OPENINGS THAT CANNOT BE

COMPLETED OR MADE WEATHER-TIGHT WHEN INCLEMENT

WEATHER IS POSSIBLE.

7. COORDINATE PENETRATION LOCATIONS WITH ASSOCIATED

TRADES.

8. COORDINATE WITH OTHER TRADES CUTTING AND PATCHING

REQUIRED FOR DEMOLITION OR NEW CONSTRUCTION.

9. ANY DEMOLITION OR REMOVAL INDICATED IS SHOWN IN

GENERAL TO PROVIDE THE EXTENT OF DEMOLITION AND IS

NOT TO BE CONSIDERED AS A RECORD DRAWING OF EXISTING

CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR IN FIELD

VERIFICATION AND COORDINATION WITH THE ARCHITECT

PRIOR TO COMMENCING WITH STATED WORK.

10. ALL CONSTRUCTION TO REMAIN WHICH IS AFFECTED BY

DEMOLITION SHALL BE PATCHED, BE PROPERLY ALIGNED AND

FINISHED SO AS TO LEAVE NO EVIDENCE OF PATCHING OR

REPAIR. REPAIR OR REPLACE ANY EXISTING CONSTRUCTION,

MATERIALS, OR EQUIPMENT DAMAGED DURING DEMOLITION TO

LIKE NEW CONDITION.

11. THE CONTRACTOR IS TO RETURN SALVAGEABLE MATERIALS,

INCLUDING BUT NOT LIMITED TO DOORS, FRAMES, HARDWARE,

MARBLE, EQUIPMENT, AND LIGHTING FIXTURES TO THE OWNER

AND STOCKPILE THEM IN AN APPROVED CONSTRUCTION AREA.

DISPOSE OF THESE MATERIALS AFTER OWNER'S REVIEW AND

APPROVAL.

12. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL

FINISHES (TO REMAIN) IN THE PROJECT AREA. COORDINATE

WITH ARCHITECT AND OWNER PRIOR TO DEMOLITION.

13. CONTRACTOR SHALL ENSURE THAT DUST AND DEBRIS ARE

PREVENTED FROM ENTERING THE EXISTING HVAC SYSTEM

AND ADJOINING SPACES WITH TEMPORARY BARRIERS AS

REQUIRED PER THE BUILDING.

14. INDICATION OF NEW MATERIALS SHALL INFER ALL REMOVAL OR

DEMOLITION AND PATCHING REQUIRED OF EXISTING

MATERIALS AND SUBSTRATES FOR PROPER ALIGNMENT.

MATCH EXISTING FINISHES.

15. ALL NEW AND EXISTING PENETRATIONS IN EXISTING WALLS,

FLOORS AND CEILING DECKS SHALL RECEIVE UL AND FACILITY

APPROVED FIRE SEALANT MATERIALS TO MATCH RATING

REQUIREMENT OF AREA BEING PENETRATED.

16. OWNER'S EXISTING DIAMOND PLATE SHEET MAY BE USED BY

CONTRACTOR FOR FLOOR PROTECTION IN EXISTING

ELEVATORS IF NEEDED DURING CONSTRUCTION.

ARCHITECTURAL DEMOLITION NOTES

ELEVATOR

A

E6 A310

G6 A310

AD.04

AD.07

AD.08

AD.09

AD.10

A01.05

AD.11

AD.12

AD.13

AD.14

ELEVATOR

A

E6 A310

G6 A310

AD.04

AD.07

AD.10

AD.11

AD.13

AD.15

ELEVATOR

A

E6 A310

G6 A310

AD.05

AD.10

AD.11

AD.07

AD.13

AD.16

ELEVATOR

A

E6 A310

G6 A310

AD.05

AD.10

AD.11

AD.13

AD.16

E6 A310

G6 A310

ELEVATOR

PENTHOUSE

A&B

AD.03

AD.01

AD.02

AD.06

REMOVE EXISTING EXTERIOR

WINDOW FRAME, PATCH AND

PREPARE OPENING FOR NEW

WORK

REMOVE EXISTING WINDOW,

PATCH AND PREPARE OPENING

FOR NEW WORK

REMOVE EXISTING EXTERIOR

WINDOW FRAME, PATCH AND

PREPARE OPENING FOR NEW

WORK

REMOVE EXISTING EXTERIOR

WINDOW FRAME, PATCH AND

PREPARE OPENING FOR NEW

WORK

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KEYNOTES

KEY NOTE

A01.05 EXISTING GUIDE RAILS TO REMAIN. CLEAN AND

REALIGN RAILS FOR SMOOTHNESS OF RIDE IN NEW

ELEVATOR CAB

AD.01 REMOVE EXISTING EXTERIOR DOOR AND FRAME,

PATCH AND PREPARE OPENING FOR NEW WORK

AD.02 REMOVE EXISTING EXTERIOR WINDOW FRAME, PATCH

AND PREPARE OPENING FOR NEW WORK

AD.03 REMOVE EXISTING LADDER TO ELEVATOR A PLATFORM

AD.04 EXISTING HOISTWAY ENTRANCES TO REMAIN, STRIP

PAINT AND PREP SURFACE FOR NEW WORK

AD.05 EXISTING HOISTWAY ENTRANCES AND HOLLOW METAL

FRAME TO REMAIN, STRIP PAINT AN PREP SURFACE

FOR NEW WORK

AD.06 REMOVE EXISTING WINDOW, PATCH AND PREPARE

OPENING FOR NEW WORK

AD.07 REMOVE EXISTING ELEVATOR CAB AND FRAME, SEE

SPECIFICATIONS FOR FULL SCOPE OF WORK

AD.08 REMOVE EXISTING COUNTERWEIGHTS AND

COUNTERWEIGHT ASSEMBLIES, SEE SPECIFICATION

FOR FULL SCOPE OF WORK

AD.09 REMOVE EXISTING BUFFERS AND PIT CHANNELS, SEE

SPECIFICATIONS FOR FULL SCOPE OF WORK

AD.10 REMOVE EXISTING HOISTWAY DOOR PANELS

AD.11 EXISTING THRESHOLD TO REMAIN, CLEAN

AD.12 REMOVE EXISTING LADDER TO ELEVATOR PIT

AD.13 REMOVE EXISTING KEY SWITCH OPERATOR, REPLACE

WITH ADA COMPLIANT KEY SWITCH OPERATOR

AD.14 REMOVE FLOOR AS NEEDED FOR NEW SUMP PUMP

AD.15 TEMPORARY DUST PROTECTION

AD.16 TEMPORARY WALLS TO BE SUPPORTED FROM WALL

JAMBS. PROTECT FLOOR AND CEILING AT TEMPORARY

WALL LOCATIONS, TEMPORARY WALL ANCHORS ARE

NOT ALLOWED TO CEILING OR FLOOR. WHERE JAMBS

REQUIRE SUPPORT FROM A GLAZED BLOCK WALL

TEMPORARY ANCHORS TO BE MOUNTED IN MORTAR

JOINTS

N

01/8" = 1'-0"6A

BASEMENT - DEMOLITION PLAN

12'

N

01/8" = 1'-0"6C

FIRST FLOOR - DEMOLITION PLAN

12'

N

01/8" = 1'-0"E6

SECOND FLOOR - DEMOLITION PLAN

12'

N

01/8" = 1'-0"4C

THIRD FLOOR - DEMOLITION PLAN

12'

N

01/8" = 1'-0"4E

ROOF - DEMOLITION PLAN

12'

NOT TO SCALEB2

DEMO PHOTO 1

NOT TO SCALEE2

DEMO PHOTO 2

NOT TO SCALED2

DEMO PHOTO 3

REMOVE ELECTRICAL BOX, PATCH OPENINGS

IN SHAFT WALLS WITH LIKE MATERIALS OR

FIRESTOP SYSTEM TO MAINTAIN THE

REQUIRED 2-HR RATING

EXISTING GUIDE RAILS TO REMAIN. CLEAN

AND REALIGN RAILS FOR SMOOTHNESS OF

RIDE IN NEW ELEVATOR CAB

REMOVE CONDUIT AS NECESSARY TO

MEET NEW WIRING REQUIREMENTS

PATCH OPENINGS IN SHAFT WALLS

WITH LIKE MATERIALS OR FIRESTOP

SYSTEM TO MAINTAIN THE REQUIRED

2-HR RATING

REMOVE ELECTRICAL BOX, PATCH OPENINGS

IN SHAFT WALLS WITH LIKE MATERIALS OR

FIRESTOP SYSTEM TO MAINTAIN THE

REQUIRED 2-HR RATING

EXISTING HOISTWAY ENTRANCES

AND HOLLOW METAL FRAME TO

REMAIN, STRIP PAINT AND PREP

SURFACE FOR NEW WORK.

TYPICAL FOR ALL FLOORS

EXISTING THRESHOLD TO REMAIN,

CLEAN. TYPICAL FOR ALL FLOORS

REMOVE EXISTING HOISTWAY

DOOR PANELS

REMOVE EXISTING ELEVATOR CAB

AND FRAME, SEE SPECIFICATIONS

FOR FULL SCOPE OF WORK

REMOVE EXISTING HOISTWAY

DOOR PANELS, TYPICAL FOR ALL

FLOORS

EXISTING HOISTWAY ENTRANCES

AND HOLLOW METAL FRAME TO

REMAIN, STRIP PAINT AND PREP

SURFACE FOR NEW WORK.

TYPICAL FOR ALL FLOORS

SALVAGE FLOOR INDICATOR

PLATE, TO BE REINSTALLED WITH

NEW ELECTRICAL WORK, TYPICAL

FOR ALL FLOORS

REMOVE EXISTING CONTROL

SYSTEM, MOTOR CONTROL, AND

ASSOCIATED ITEMS FOR

ELEVATOR A. SEE SPECIFICATIONS

FOR FULL SCOPE OF WORK.

REMOVE EXISTING MOTOR

GENERATOR SET AND ASSOCIATED

ITEMS FOR ELEVATOR A. SEE

SPECIFICATIONS FOR FULL SCOPE

OF WORK.

REMOVE EXISTING FLOOR

SELECTOR AND ASSOCIATED

ITEMS FOR ELEVATOR A. SEE

SPECIFICATIONS FOR FULL SCOPE

OF WORK.

REMOVE EXISTING DOOR

CONTROLLLER AND ASSOCIATED

ITEMS FOR ELEVATOR A. SEE

SPECIFICATIONS FOR FULL SCOPE

OF WORK.

REMOVE EXISTING

CONTROLLLER, MOTOR

CONTROL, AND ASSOCIATED

ITEMS FOR ELEVATOR A. SEE

SPECIFICATIONS FOR FULL

SCOPE OF WORK.

REMOVE DRIVE MACHINES

AND ASSOCIATED ITEMS FOR

ELEVATOR A. SEE

SPECIFICATIONS FOR FULL

SCOPE OF WORK.

REMOVE EXISTING

LADDER TO ELEVATOR A

PLATFORM. PATCH FLOOR

ON BOTH LEVELS.

REMOVE EXISTING

LADDER TO ELEVATOR A

PLATFORM. PATCH FLOOR

ON BOTH LEVELS.

REMOVE DEFLECTOR SHEAVE

PATCH OPENINGS IN SHAFT WALLS

WITH LIKE MATERIALS OR FIRESTOP

SYSTEM TO MAINTAIN THE REQUIRED

2-HR RATING

PATCH OPENINGS IN SHAFT WALLS

WITH LIKE MATERIALS OR FIRESTOP

SYSTEM TO MAINTAIN THE REQUIRED

2-HR RATING

REMOVE EXISTING BUFFERS AND PIT

CHANNELS, SEE SPECIFICATIONS FOR

FULL SCOPE OF WORK

REMOVE EXISTING PIT LADDER,

REPLACE WITH NEW PIT LADDER

REMOVE EXISTING SUMP PUMP, SEE

MECHANICAL DRAWINGS

REMOVE EXISTING

COUNTERWEIGHTS AND

COUNTERWEIGHT ASSEMBLIES,

SEE SPECIFICATION FOR FULL

SCOPE OF WORK

EXISTING GUIDE RAILS TO

REMAIN. CLEAN AND REALIGN

RAILS FOR SMOOTHNESS OF

RIDE IN NEW ELEVATOR CAB

REMOVE EXISTING

COUNTERWEIGHT GUARD, SEE

SPECIFICATION FOR FULL SCOPE

OF WORK

REMOVE EXISTING HOISTWAY

DOOR PANELS, TYPICAL FOR ALL

FLOORS

EXISTING HOISTWAY ENTRANCES

AND HOLLOW METAL FRAME TO

REMAIN, STRIP PAINT AND PREP

SURFACE FOR NEW WORK.

TYPICAL FOR ALL FLOORS

EXISTING THRESHOLD TO REMAIN,

CLEAN. TYPICAL FOR ALL FLOORS

REMOVE EXISTING KEY SWITCH

OPERATOR, REPLACE WITH ADA

COMPLIANT KEY SWITCH OPERATOR

REMOVE EXISTING GOVENOR

SYSTEM AND ASSOCIATED ITEMS

FOR ELEVATOR A. SEE

SPECIFICATIONS FOR FULL

SCOPE OF WORK.

REMOVE EXISTING CONTROLLLER,

MOTOR CONTROL, AND

ASSOCIATED ITEMS FOR

ELEVATOR A. SEE SPECIFICATIONS

FOR FULL SCOPE OF WORK.

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NOT TO SCALED5

DEMO PHOTO - ELEVATOR SHAFT

NOT TO SCALEB5

DEMO PHOTO - ELEVATOR SHAFT

NOT TO SCALEE6

DEMO PHOTO 6

NOT TO SCALEB6

DEMO PHOTO 7

NOT TO SCALED3

DEMO PHOTO - ELEVATOR PENTHOUSE

NOT TO SCALEA3

DEMO PHOTO 9 - ELEVATOR PENTHOUSE

NOT TO SCALEB3

DEMO PHOTO 10 - ELEVATOR PENTHOUSE

NOT TO SCALEG3

DEMO PHOTO - ELEVATOR PENTHOUSE

NOT TO SCALEE3

DEMO PHOTO - ELEVATOR PENTHOUSE

NOT TO SCALEA5

DEMO PHOTO - ELEVATOR SHAFT

NOT TO SCALEA6

DEMO PHOTO - ELEVATOR SHAFT

NOT TO SCALEG5

DEMO PHOTO - ELEVATOR PIT

NOT TO SCALEE5

DEMO PHOTO - ELEVATOR PIT

NOT TO SCALEG6

DEMO PHOTO 17

01" = 10'-0"E2

DEMO PHOTO - ELEVATOR PENTHOUSE

15' 01" = 10'-0"G2

DEMO PHOTO - ELEVATOR PENTHOUSE

15'01" = 10'-0"D2

DEMO PHOTO - ELEVATOR PENTHOUSE

15'

ELEVATOR

A

E6 A310

G6 A310

A09.01

A01.04 TYP

A14.01

DOOR MARK

FLOOR PLAN SYMBOLS LEGEND

1. REFER TO DRAWINGS OF ALL TRADES FOR ADDITIONAL

INFORMATION REGARDING ITEMS PENETRATING FLOORS,

WALLS, AND CEILINGS.

2. EXISTING ELEVATOR SHAFT WALLS ARE CONSIDERED TO HAVE

A 2-HR FIRE RATING.

FLOOR PLAN NOTES

ELEVATOR

A

E6 A310

G6 A310

A09.01

TYPA01.04

A14.02

A14.01

A03.01

A09.02

A03.02 ELEVATOR

A

E6 A310

G6 A310

A09.01

TYPA01.04

A14.01

A09.04

A09.04

ELEVATOR

A

E6 A310

G6 A310

A09.01

A01.04 TYP

A14.01

A09.04

A09.04

ELEVATOR

PENTHOUSE

A&B

E6 A310

G6 A310

A04.01

A05.02 A05.01

A08.01

A04.01

A09.03

A310

G2

1'-0" 5'-4"

A01.06A01.06

A01.06A01.06

2"

SCHEDULE

PER 2"

HM-00 : F2

HOLLOW METAL FRAME

WITH 0 TRANSOM AND 0

SIDELIGHTS

F

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SCHEDULE

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01/4" = 1'-0"

DOOR PANEL ELEVATIONS

6'01/4" = 1'-0"

DOOR FRAME ELEVATIONS

6'

N

01/8" = 1'-0"C6

FIRST FLOOR PLAN

12'

KEYNOTES

KEY NOTE

A01.04 PATCH OPENINGS IN SHAFT WALLS WITH LIKE

MATERIALS (I.E. SOLID CLAY BRICK PAVER WITH

MINIMUM EQUIVALENT THICKNESS FOR FIRE

RESISTANCE OF 2 HOURS) OR APPROVED FIRESTOP

SYSTEM TO MAINTAIN THE REQUIRED 2-HR RATING.

ASSUME TEN (10) 12" X 12" OPENINGS TO BE INCLUDED

IN PROJECT SCOPE; SEE SPECIFICATIONS FOR

REQUIREMENTS TO PROVIDE A UNIT PRICE FOR

ADDITIONAL OPENINGS.

A01.06 ALIGN

A03.01 PATCH FLOOR AROUND NEW SUMP PUMP

A03.02 INFILL CONCRETE FLOOR AT REMOVED SUMP PUMP

WITH CONCRETE SLAB REINFORCED WITH

6X6XW2.9XW2.9 WWR ON 6" COMPACTED GRANULAR

FILL. DOWEL AND EPOXY 4" INTO EXISTING SLAB WITH

#4 BARS AT 12" O.C.

A04.01 FACE BRICK INFILL, FACE BRICK PROVIDED BY OWNER

A05.01 GUARDRAIL, FASTEN TO FLOOR SLAB WITH 3/8" Ø

THREADED RODS AND SIMPSON SET-3G EPOXY (2 1/2"

EMBED). USE SIMPSON OPTI-MESH SCREEN TUBES IF

HOLE PENETRATES FLOOR COMPLETELY.

A05.02 PREFABRICATED LADDER, FASTEN TO FLOOR SLAB

SAME AS GUARDRAIL, FASTEN TO BRICK WITH 3/8" Ø

THREADED RODS AND SIMPSON ET-3G EPOXY (3 1/2"

EMBED).

A08.01 NEW 90-MIN RATED HOLLOW METAL DOOR AND FRAME

A09.01 PAINT EXISTING METAL FRAME AT ELEVATOR DOOR

OPENING

A09.02 PAINT ELEVATOR PIT FLOOR

A09.03 PAINT ELEVATOR PENTHOUSE FLOOR AND PLATFORM

FLOOR FOR ELEVATOR A

A09.04 PATCH AND REPAIR TEMPORARY WALL ANCHOR

LOCATIONS ON EXISTING WALLS TO MATCH EXISTING

FINISHES

A14.01 NEW ELEVATOR CAB

A14.02 NEW ELEVATOR PIT LADDER PER ELEVATOR

MANUFACTURER

N

01/8" = 1'-0"E6

SECOND FLOOR PLAN

12'

N

01/8" = 1'-0"E4

ROOF PLAN

12'

N

01/8" = 1'-0"A6

BASEMENT-FLOOR PLAN

12'

N

01/8" = 1'-0"C4

THIRD FLOOR-FLOOR PLAN

12'

DOOR AND FRAME SCHEDULE

MARK ROOM NAME

OPENING SIZE DOOR FRAME

WIDTH HEIGHT THICKNESS TYPE MATERIAL TY HDWR RATING REMARKSPE FINISH

500 ELEVATOR PENTHOUSE 3' - 0" 7' - 0" 1 3/4" F HM HM-00 : F2 PAINT HW-1 90 MIN FIELD VERIFY EXISTING OPENING DIMENSIONS

DOOR HARDWARE BASIS-OF-DESIGN

HARDWARE SET HW-1

-HINGES (HAGER BB 1279 4 1/2" X 4 1/2")

-LOCKSET (SCHLAGE ND-SERIES GRADE 1)

-CLOSER (NORTON CPS7500)

-STOPS (NORTON 891)

-THRESHOLD (PEMKO 171A OR MFR'S EQUAL)

-WEATHERSTRIP (PEMKO 303AV)

-BOTTOM SWEEP (PEMKO 315CN)

-DRIP CAP (PEMKO 346C)

-LATCH PROTECTOR (ROCKWOOD 320/321)

100' - 0"

FIRST FLOOR

111' - 0"

SECOND FLOOR

133' - 10"

ROOF

122' - 0"

THIRD FLOOR

90' - 8"

BASEMENT

146' - 6"

PENTHOUSE ROOF

G6 A310

ELEVATOR

A

ELEVATOR

PENTHOUSE

A&B

GUARDRAIL, FASTEN TO

FLOOR SLAB WITH 3/8" Ø

THREADED RODS AND

SIMPSON SET-3G EPOXY (2

1/2" EMBED). USE SIMPSON

OPTI-MESH SCREEN TUBES IF

HOLE PENETRATES FLOOR

COMPLETELY.

PREFABRICATED LADDER,

FASTEN TO FLOOR SLAB SAME

AS GUARDRAIL, FASTEN TO

BRICK WITH 3/8" Ø THREADED

RODS AND SIMPSON ET-3G

EPOXY (3 1/2" EMBED).

NEW ELEVATOR PIT LADDER

PER ELEVATOR

MANUFACTURER

4"

100' - 0"

FIRST FLOOR

111' - 0"

SECOND FLOOR

133' - 10"

ROOF

122' - 0"

THIRD FLOOR

90' - 8"

BASEMENT

146' - 6"

PENTHOUSE ROOF

E6 A310

ELEVATOR

A

GUARDRAIL, FASTEN TO

FLOOR SLAB WITH 3/8" Ø

THREADED RODS AND

SIMPSON SET-3G EPOXY (2

1/2" EMBED). USE SIMPSON

OPTI-MESH SCREEN TUBES IF

HOLE PENETRATES FLOOR

COMPLETELY.

NEW ELEVATOR PIT LADDER

PER ELEVATOR

MANUFACTURER

LADDER GRAB RAILS

5'-4" 1'-0"

EXISTING MASONRY WALL

GUARDRAIL, FASTEN TO

FLOOR SLAB WITH 3/8" Ø

THREADED RODS AND

SIMPSON SET-3G EPOXY (2

1/2" EMBED). USE SIMPSON

OPTI-MESH SCREEN TUBES IF

HOLE PENETRATES FLOOR

COMPLETELY.

PREFABRICATED LADDER,

FASTEN TO FLOOR SLAB SAME

AS GUARDRAIL, FASTEN TO

BRICK WITH 3/8" Ø THREADED

RODS AND SIMPSON ET-3G

EPOXY (3 1/2" EMBED).

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01/4" = 1'-0"E6

N-S WALL SECTION

6' 01/4" = 1'-0"G6

E-W WALL SECTION

6'

01/4" = 1'-0"G2

GUARD RAIL ELEVATION

6'

1. PIPING IS SHOWN IN SCHEMATIC FORM, ROUTE AS REQUIRED

FOR CLEARANCE. VERIFY ROUTING AND CLEARANCES AND

COORDINATE WITH OTHER TRADES PRIOR TO FABRICATION.

THE CONTRACTOR SHALL PROVIDE COMPLETE FULLY

FUNCTIONAL SYSTEMS.

2. BREAK CONNECTIONS REQUIRED AT ALL MAJOR EQUIPMENT

AND PIPING ITEMS THAT REQUIRE REMOVAL FOR

MAINTENANCE.

3. PIPE REDUCTIONS ON HORIZONTAL PIPING GOING FROM

LARGER TO SMALLER SHALL BE MADE WITH ECCENTRIC

REDUCERS: TOP FLAT FOR LIQUID SYSTEMS, CONCENTRIC

REDUCERS MAY BE USED FOR FLOW GOING FROM SMALL TO

LARGER SIZE PIPE.

4. FIRE SAFE ALL PIPE PENETRATIONS PER UL AT RATED WALLS.

5. NEW FLOOR/WALL/CEILING PENETRATIONS REQUIRED FOR

MECHANICAL PIPING INSTALLATION SHALL BE CLEANLY BORED

AT RIGHT ANGLES. AS NEW PIPING IS INSTALLED, NEW PIPING

PENETRATIONS SHALL BE NEATLY CAULKED TO FILL VOID.

WALL PENETRATIONS SHALL BE FINISHED WITH

ESCUTCHEONS.

6. ALL NEW PIPING EXPOSED IN OCCUPIED SPACES SHALL HAVE

PVC JACKETS INSTALLED OVER THE PIPING INSULATION. ANY

PIPING REQUIRED TO BE EXPOSED SHALL BE INSTALLED

VERTICALLY OR HORIZONTALLY IN LEAST VISIBLE LOCATION.

7. ALL NEW EQUIPMENT AND ACCESSORIES SHALL BE INSTALLED

SO AS TO BE EASILY ACCESSIBLE.

8. CONTRACTOR SHALL PATCH/REPAIR ALL UNUSED OPENINGS

AND MODIFIED FINISH SURFACES. PATCHING SHALL MATCH

MATERIALS, FINISH AND TEXTURE OF ADJACENT SURFACES.

9. ALL WORK WITHIN THE CONTRACT DOCUMENTS, WHICH

INCLUDE THIS DRAWING, SHALL BE COMPLETED IN A SAFE

WORKMANLIKE MANNER AND IN ACCORDANCE WITH ALL

APPLICABLE STATE, LOCAL AND NATIONAL CODES,

REGULATIONS AND ORDINANCES. IF ANY CONFLICTS ARISE

BETWEEN THE CONTRACT DOCUMENTS AND THE APPLICABLE

CODES, REGULATIONS OR ORDINANCE, THE CONTRACTOR

SHALL BE RESPONSIBLE TO HAVE ALL WORK CONFORM TO

THE STRICTER OF SAID REQUIREMENTS.

10. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL

PERMITS AND INSPECTIONS AS REQUIRED FOR ELECTRICAL,

FIRE PROTECTION, PLUMBING, MECHANICAL AND BACKFLOW

PREVENTION INSTALLATIONS. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO PROVIDE BOTH A

COMPLETE AND COMPLIANT INSTALLATION AS MAY BE

DETERMINED BY THE AUTHORITY(S) HAVING JURISDICTION.

11. CONTRACTOR SHALL NOT PROCURE OR FABRICATE ANY

PIPING, DUCTWORK OR OTHER EQUIPMENT WITHOUT FIRST

VERIFYING ALL DIMENSIONS AND CONDITIONS WHETHER

CURRENTLY EXISTING OR NOT. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL WORK, INCLUDING ANY REQUIRED

REWORK.

12. MAINTAIN ALL MANUFACTURER RECOMMENDED EQUIPMENT

SERVICE AND SAFETY CLEARANCES. DO NOT LOCATE ANY

EQUIPMENT OR RUN MATERIALS ABOVE ANY ELECTRICAL

PANELS OR SWITCHGEAR. MAINTAIN ALL NFPA/NEC CODE

REQUIRED CLEARANCES.

13. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING, SCHEDULING AND SEQUENCING OF THEIR

WORK WITH ALL OTHER TRADES. PROVIDE OFFSETS,

EASEMENTS, OR RELOCATE TO AVOID CONFLICTS WITH WORK

OF OTHER TRADES. FURNISH SUFFICIENT RESOURCES TO

MEET ALL PROJECT MILESTONES AND DEADLINES.

14. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE

WATERTIGHT AND WEATHER-PROOF INTEGRITY OF ROOFS,

WALLS AND FLOORS DURING CONSTRUCTION. EACH TRADE

SHALL LOCATE/DIMENSION/COORDINATE THEIR ROOF, FLOOR

AND WALL OPENINGS WITH THE GENERAL CONTRACTOR (GC)

OR CONSTRUCTION MANAGER.

15. PROTECT NEW WORK FROM DAMAGE OR CONTAMINATION.

PROVIDE TEMPORARY PROTECTIVE CAPPING OR TAPED

POLYETHYLENE ENCLOSURES OVER OPEN DUCTWORK AND

PIPING ENDS AND EQUIPMENT. CONTRACTOR SHALL BE

RESPONSIBLE FOR CLEANING MECHANICAL SYSTEMS PRIOR

TO PLACING THEM IN SERVICE.

16. IN A NEAT AND WORKMANLIKE MANNER: PATCH ANY

REMAINING OPENINGS AND FILL EXCESSIVE GAPS; REWORK

AND REFINISH TO MATCH ADJACENT STRUCTURES; FLASH

AND SEAL ALL MECHANICAL AND ELECTRICAL PENETRATIONS

THRU WALLS, CEILINGS, AND FLOORS WITH METAL

FRAMEWORK OR ESCUTCHEONS. ALL OPENINGS SHALL BE

PROPERLY SEALED SO AS TO MEET FIRE RATING NEEDS.

MECHANICAL PIPING

1. THIS DRAWING DIAGRAMMATICALLY REPRESENTS THE

LAYOUT OF EXISTING CONDITIONS WITH MAJOR MECHANICAL

AND ELECTRICAL COMPONENTS. THEY ARE NOT INTENDED TO

SHOW ACCESSORIES OR INCIDENTALS COMMON TO

EQUIPMENT INDICATED, THOUGH THESE ITEMS ARE TO BE

REMOVED, ACCESSIBILITY TO DEMOLITION ITEMS SHALL NOT

BE INFERRED. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR FIELD VERIFICATION OF BUILDING AND EXISTING

CONDITIONS, PRIOR TO BID SUBMISSION.

2. DEMOLITION SHALL INCLUDE ALL HANGERS, FITTINGS,

DAMPERS, VALVES, ETC.

3. REPAIR ANY INSULATION DAMAGED DURING REMOVAL. REPAIR

WORK TO BE SAME AS NEW.

4. COORDINATE WALL AND FLOOR PATCHING REQUIREMENTS

WITH THE GENERAL CONTRACTOR. PATCHWORK SHALL

MATCH MATERIALS, FINISH AND TEXTURE OF ADJACENT

SURFACES. REFERENCE ARCHITECTURAL PLANS.

5. CONTRACTOR SHALL PATCH/REPAIR ALL UNUSED OPENINGS

AND MODIFIED FINISH SURFACES. PATCH SHALL MATCH

MATERIALS, FINISH AND TEXTURE OF ADJACENT SURFACES.

6. OWNER SHALL RETAIN FIRST SALVAGE RIGHTS TO ALL

REMOVED EQUIPMENT AND MATERIALS. UNLESS NOTED

OTHERWISE, CONTRACTOR SHALL BE RESPONSIBLE FOR

PROPER AND TIMELY DISPOSAL OF ALL CONSTRUCTION

DEBRIS INCLUDING BUT NOT LIMITED TO EQUIPMENT AND

MATERIALS NOT CLAIMED BY OWNER TO AN EPA APPROVED,

ENVIRONMENTALLY RESPONSIBLE, RECYCLE FACILITY OR

LANDFILL.

7. IT IS ESSENTIAL TO MINIMIZE DISRUPTIONS. COORDINATE ALL

DEMOLITION WITH OWNER, GENERAL CONTRACTOR OR

CONSTRUCTION MANAGER BEFORE SHUTTING DOWN ANY

UTILITY OR SIMILAR SYSTEM. SHUTDOWNS FOR UTILITIES OR

SIMILAR SYSTEMS SHALL BE REQUESTED WELL IN ADVANCE

AND PRE-APPROVED BY THE PROPER AUTHORITY(S) HAVING

JURISDICTION BEFORE BEGINNING WORK.

8. ALL WORK WITHIN THE CONTRACT DOCUMENTS, WHICH

INCLUDE THIS DRAWING, SHALL BE COMPLETED IN A SAFE

WORKMANLIKE MANNER AND IN ACCORDANCE WITH ALL

APPLICABLE STATE, LOCAL AND NATIONAL CODES,

REGULATIONS AND ORDINANCES. IF ANY CONFLICTS ARISE

BETWEEN THE CONTRACT DOCUMENTS AND THE APPLICABLE

CODES, REGULATIONS OR ORDINANCE, THE CONTRACTOR

SHALL BE RESPONSIBLE TO HAVE ALL WORK CONFORM TO

THE STRICTER OF SAID REQUIREMENTS.

9. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL

PERMITS AND INSPECTIONS AS REQUIRED FOR ELECTRICAL,

FIRE PROTECTION, PLUMBING, MECHANICAL AND BACKFLOW

PREVENTION INSTALLATIONS. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO PROVIDE BOTH A

COMPLETE AND COMPLIANT INSTALLATION AS MAY BE

DETERMINED BY THE AUTHORITY(S) HAVING JURISDICTION.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE

WATERTIGHT AND WEATHER-PROOF INTEGRITY OF ROOFS,

WALLS AND FLOORS DURING CONSTRUCTION. EACH TRADE

SHALL LOCATE/DIMENSION/COORDINATE THEIR ROOF, FLOOR

AND WALL OPENINGS WITH THE GC OR CONSTRUCTION

MANAGER.

MECHANICAL DEMOLITION

CD-A

8ø

DIFFUSER, GRILLE, REGISTER NOTATIONS

CD = CEILING DIFFUSER RR = RETURN REGISTER

EG = EXHAUST DIFFUSER SG = SUPPLY GRILLE

ER = EXHAUST REGISTER SR = SUPPLY REGISTER

LD = LINEAR DIFFUSER TG = TRANSFER GRILLE

RG = RETURN GRILLE

BUTTERFLY VALVE

SOLENOIDVALVE

PRESSURE REDUCING VALVE

THREE-WAY VALVE

CHECK VALVE

BALL VALVE

BALANCING VALVE

M

S

M

MOTORIZED CONTROLVALVE

THREE-WAY MOTORIZED CONTROLVALVE

ELBOW UP

ELBOW DOWN

PIPE OFFSET UP

PIPE OFFSET DOWN

PIPE CAP

PIPE TEE TURNED UP

PIPE TEE TURNED DOWN

PIPE TEE

PIPE UNION

PIPE TRANSITION

SOLAR HOT WATER SUPPLYSHWS

SOLAR HOT WATER RETURNSHWR

REFRIGERANT - SUCTIONRS

REFRIGERANT - LIQUIDRL

REFRIGERANT - HOT GASRHG

PUMP DISCHARGEPD

LOW PRESSURE STEAMLPS

LOW PRESSURE CONDENSATELPC

HIGH PRESSURE STEAMHPS

HIGH PRESSURE CONDENSATEHPC

HEATING WATER SUPPLYHWS

HEATING WATER RETURNHWR

GEOTHERMAL SUPPLYGTS

GEOTHERMAL RETURNGTR

CONDENSER WATER SUPPLYCDWS

CONDENSER WATER RETURNCDWR

CONDENSATECOND

CHILLED WATER SUPPLYCHWS

CHILLED WATER RETURNCHWR

TO BE DEMOLISHEDCHWS

EXISTING TO REMAINCHWS

8" CHWS PIPE SIZE, SYSTEM AND FLOW TAG (DIA)

A

G

S

DETAIL NUMBER

SHEET NUMBER ON

WHICH THE DETAIL

RESIDES

SUPPORT

GUIDE

ANCHOR

PRESSURE GAUGE

THERMOMETER

NEW CONNECTION INTO EXISTING PIPE OR DUCT

CAP EXISTING PIPE OR DUCT

KEYNOTE

HUMIDISTAT OR HUMIDITY SENSOR

PRESSURE SENSOR

TEMPERATURE SENSOR

THERMOSTAT

NITROGEN DIOXIDESENSOR

CARBON MONOXIDESENSOR

CARBON DIOXIDESENSOR

H

T

TS

P

NO₂

CO₂

CO

AIR FLOW ARROW POSITIVE PRESSURE

AIR FLOW ARROW NEGATIVE PRESSURE

TYPE = SEE BELOW

ID. NO. - SEE SCHEDULE

NECK SIZE IN INCHES (ROUND SHOWN)

AIR FLOW (CFM)

F

S

FS

M

12x12

12ø

12x12 SA UP

12x12 SA DN

12ø SA UP

12ø SA DN

DUCT SMOKE DETECTOR

MOTORIZED DAMPER

FIRE/SMOKE DAMPER

SMOKE DAMPER

FIRE DAMPER

MANUAL VOLUME DAMPER

RADIUS ELBOW (45° AND 90°)

SQ. OR RECT. TEE WITH TURNING VANES

SQ. OR RECT.ELBOW WITH TURNING VANES

(45° AND 90°)

SINGLE SIDED TRANSITION

DOUBLE SIDED TRANSITION

CONICAL TAP ROUND BRANCH TAKE-OFF

W/ MANUAL VOLUME DAMPER

CONICAL TAP ROUND BRANCH TAKE-OFF

45° TAP BRANCH TAKE-OFF

FLEXIBLE DUCT

ROUND ELBOW TURNED DOWN

W/ TAG

ROUND ELBOW TURNED UP

W/ TAG

SQ. OR RECT. ELBOW TURNED DOWN

W/ TAG

SQ. OR RECT. ELBOW TURNED UP

W/ TAG

EXHAUST DUCT (EA)

RETURN DUCT (RA)

SUPPLY DUCT (SA)

TO BE DEMOLISHED

EXISTING TO REMAIN

DUCT SIZE TAG (ROUND)

DUCT SIZE TAG (SQ. OR RECT.)

MECHANICAL SYMBOLS LEGEND

EXPANSION JOINTEJ

T STEAM TRAP

SYMBOLS

& AND

@ AT

# NUMBER or POUND

A

A/E ARCHITECT/ENGINEER

AC AIR CONDITIONER(ING)

ACH AIR CHANGES PER HOUR

ACCU AIR COOLED CONDENSING UNIT

ACU AIR CONDITIONING UNIT

AD ACCESS DOOR

ADJ ADJUSTABLE/ADJACENT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

AMB AMBIENT

AP ACCESS PANEL

APPROX APPROXIMATE(LY)

ASD ADJUSTABLE SPEED DRIVE

AS AIR SEPARATOR

ASSY ASSEMBLY

ATM ATMOSPHERE

AUX AUXILIARY

AV AIR VENT

AVG AVERAGE

B

BAS BUILDING AUTOMATION SYSTEM

BCU BLOWER COIL UNIT

BDD BACKDRAFT DAMPER

BFF BELOW FINISHED FLOOR

BFBP BOILER FEED BOOSTER PUMP

BHP BRAKE HORSEPOWER

BLDG BUILDING

BMS BUILDING MANAGEMENT SYSTEM

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNITS PER HOUR

C

CAL CALIBRATE

CAP CAPACITY

CAV CONSTANT AIR VOLUME

CCR CONCENTRIC REDUCER

CCW COUNTER CLOCKWISE

CFM CUBIC FEET PER MINUTE

CFH CUBIC FEET PER HOUR

CH CHILLER

CHP CHILLED WATER PUMP

CHWS CHILLED WATER SUPPLY

CHWR CHILLED WATER RETURN

CHSP CHILLED WATER SECONDARY PUMP

CIP CAST IRON PUMP

CIRC CIRCULATING

CISP CAST IRON SOIL PIPE

CL CENTER LINE

CLG CEILING

CLR CLEAR(ANCE)

CLW CLOCKWISE

CO CARBON MONOXIDE

CO2 CARBON DIOXIDE

COND CONDENSATE

CONSTR CONSTRUCTION

CONT CONTINUATION

CONTR CONTRACTOR

CONV CONVERTER

COORD COORDINATE

CP CONDENSATE PUMP

CT COOLING TOWER

CTRL CONTROL

CU COPPER

CU FT CUBIC FEET

CU IN CUBIC INCH

CUH CABINET UNIT HEATER

CWP CONDENSER WATER PUMP

D

°/DEG DEGREE

°C DEGREES CELSIUS

°F DEGREES FAHRENHEIT

DB DRY BULB

DDC DIRECT DIGITAL CONTROLS

DEMO DEMOLITION

DIA DIAMETER

DIAG DIAGRAM

DIFF DIFFUSER

DIP DUCTILE IRON PIPE

DMPR DAMPER

DN DOWN

DW DISHWASHER

DWG DRAWING

E

EA EXHAUST AIR OR EACH

EAT ENTERING AIR TEMPERATURE

ECCR ECCENTRIC REDUCER

ECON ECONOMIZER

ECU EVAPORATIVE COOLING UNIT

EDB ENTERING DRY BULB (TEMP)

EER ENERGY EFFICIENCY RATIO

EF EXHAUST FAN / ENERGY FACTOR

EG EXHAUST GRILLE

EH EXHAUST HOOD

ELEV ELEVATION

ELEC ELECTRICAL

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ER EXHAUST REGISTER

ESP EXTERNAL STATIC PRESSURE

ET EXPANSION TANK

EWB ENTERING WET BULB

EWT ENTERING WATER TEMPERATURE

EX EXISTING

F

FCU FAN COIL UNIT

FD FIRE DAMPER

FOB DUCT FLAT ON BOTTOM

FOT DUCT FLAT ON TOP

FPT FEMALE PIPE THREAD

FS FLOW SWITCH

FSEC FOOD SERVICE EQUIPMENT CONTRACTOR

FSD FIRE/SMOKE DAMPER

FT FINNED TUBE RADIATION

FTHD FOOT HEAD OR PRESSURE DROP

G

GA GAUGE

GAL GALLON

GALV GALVANIZED

GC GENERAL CONTRACTOR

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GV GRAVITY VENTILATOR

H

H HUMIDISTAT

HG MERCURY

HORIZ HORIZONTAL

HP HORSEPOWER

HPR HIGH PRESSURE STEAM RETURN

HPS HIGH PRESSURE STEAM SUPPLY

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATION, AIR CONDITIONING

HX HEAT EXCHANGER

HZ HERTZ (FREQUENCY)

I

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCHES

IN WC INCHES (WATER COLUMN)

INS INSULATION

INSTR INSTRUMENT

IP IRON PIPE

IPS IRON PIPE SIZE

IPLV INTEGRATED PART LOAD VALUE

ISO ISOMETRIC

K

K KELVIN

KW KILOWATT

KWH KILOWATT HOUR

L

LAT LEAVING AIR TEMPERATURE

LB(S) POUND(S)

LDB LEAVING DRY BULB (TEMP)

LWB LEAVING WET BULB (TEMP)

LWT LEAVING WATER TEMPERATURE

M

MAINT MAINTENANCE

MAU MAKE-UP AIR UNIT

MAX MAXIMUM

MBH BRITISH THERMAL UNIT (1000/HR)

MC MECHANICAL CONTRACTOR

MCC MOTOR CONTROL CENTER

MCA MINIMUM CIRCUIT AMPS

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM OR MINUTE

MISC MISCELLANEOUS

MOD MOTOR OPERATED DAMPER

MOV MOTOR OPERATED VALVE

MPT MALE PIPE THREAD

N

NA NOT APPLICABLE

NC NORMALLY CLOSED OR NOISE CRITERIA

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NOM NOMINAL

NPLV NON STANDARD PART LOAD VALUE

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

O

OA OUTDOOR AIR

OAD OUTDOOR AIR DAMPER

OD OUTER DIAMETER

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

P

PG PRESSURE GAUGE

PH PHASE

PRV PRESSURE RELIEF VALVE OR PRESSURE

REGULATING VALVE

PSIA POUNDS PER SQUARE INCH ABSOLUTE

PSIG POUNDS PER SQUARE INCH GAUGE

PUH PROPELLER UNIT HEATER

R

RA RETURN AIR

REFR REFRIGERATION

REQD REQUIRED

RG RETURN AIR GRILLE

RH RELATIVE HUMIDITY

RHC REHEAT COIL

RPM REVOLUTIONS PER MINUTE

RPZ REDUCED PRESSURE ZONE

RTU ROOFTOP UNIT

S

SA SUPPLY AIR

SCH SCHEDULE

SCHM SCHEMATIC

SD SMOKE DAMPER

SEER SEASONAL ENERGY EFFICIENCY RATIO

SF SUPPLY FAN OR SQUARE FEET

SHT SHEET

SP STATIC PRESSURE

SPEC SPECIFICATION(S)

SQ IN SQUARE INCH

SS STAINLESS STEEL

STBY STANDBY

STD STANDARD

STL STEEL

SUCT SUCTION

SV SAFETY VALVE

SYS SYSTEM

SRV SAFETY RELIEF VALVE

T

T THERMOSTAT

TAB TERMINAL AIR BOX

TCC TEMPERATURE CONTROL CONTRACTOR

TEFC TOTALLY ENCLOSED FAN COOLED

TEMP TEMPERATURE OR TEMPORARY

THRU THROUGH

TOD TOP OF DUCT

TOP TOP OF PIPE

TP TOTAL PRESSURE

TYP TYPICAL

U

UL UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

UV UNIT VENTILATOR

V

VAV VARIABLE AIR VOLUME

VBX VALVE BOX

VD VOLUME DAMPER

VEL VELOCITY

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

W

W/ WITH

W/O WITHOUT

WB WET BULB

WH WALL HYDRANT

WPD WATER PRESSURE DROP

WT WEIGHT

WTR WATER

MECHANICAL ABBREVIATIONS

A P

P R

O V

E D

B Y

D R

A W

N B

Y

IS

S

U E

D F

O R

IS

S

U E

D A

T E

P R

O J E

C T

N U

M B

E R

F

IE

L D

B O

O K

W

E S

T O

W N

P A

R K

W A

Y S

U

IT

E

W E

S T

D E

S M

O

IN

E S

IA

.2

.8

S

H

IV

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A T

T E

R Y

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BA D E

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BA D E FC G H

Autodesk Revit 2023Autodesk Revit 2023

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A

M

A u to d e s k D o c s /2

I A

D A

S

D O

C M

P C

F B ld g

E le v a to r

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-M E

P -R

.r v t

M E

C H

A N

IC

A

L G

E N

E R

A L

IN

F

O R

M A

T

IO

N B

ID

D

IN

G

F ie ld B o o k

T L S

S R

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IA

D

A S

D

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M P

C F

B ld g

E le v a to r R e p

Io w a D e p a rt m e n t o f

A d m in is tr a ti v e S e rv ic e s

C L

IE

N T

P R

O J E

C T

N U

M B

E R

D

A S

.0

E

W a s h in g to n S t, M t P le a s a n t, I A

AC

SP

2" SAN

N

01/4" = 1'-0"F6

ROOF MECHANICAL DEMOLITION PLAN

6'

A P

P R

O V

E D

B Y

D R

A W

N B

Y

IS

S

U E

D F

O R

IS

S

U E

D A

T E

P R

O J E

C T

N U

M B

E R

F

IE

L D

B O

O K

W

E S

T O

W N

P A

R K

W A

Y S

U

IT

E

W E

S T

D E

S M

O

IN

E S

IA

.2

.8

S

H

IV

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A T

T E

R Y

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BA D E

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H

BA D E FC G H

Autodesk Revit 2023Autodesk Revit 2023

/2

/2

:5 :1

A

M

A u to d e s k D o c s /2

I A

D A

S

D O

C M

P C

F B ld g

E le v a to r

R e p /2

-M E

P -R

.r v t

M E

C H

A N

IC

A

L D

E M

O P

L A

N

B

ID

D

IN

G

F ie ld B o o k

T L S

S R

T

/2

/2

MD100

IA

D

A S

D

O C

M P

C F

B ld g

E le v a to r R e p

Io w a D e p a rt m e n t o f

A d m in is tr a ti v e S e rv ic e s

C L

IE

N T

P R

O J E

C T

N U

M B

E R

D

A S

.0

E

W a s h in g to n S t, M t P le a s a n t, I A

N

01/4" = 1'-0"C6

BASEMENT MECHANICAL DEMOLITION PLAN

6'

SEE ARCH

SHEETS FOR

INFILL

REMOVE AC UNIT

AND PROVIDE TO

OWNER

ACCU-1

3/4" COND

FCU-1

RL RS

2" SAN

2" SAN 2" SAN2" SAN

2" SAN UP

SUMP

ALARM

LOCATION

P01

A P

P R

O V

E D

B Y

D R

A W

N B

Y

IS

S

U E

D F

O R

IS

S

U E

D A

T E

P R

O J E

C T

N U

M B

E R

F

IE

L D

B O

O K

W

E S

T O

W N

P A

R K

W A

Y S

U

IT

E

W E

S T

D E

S M

O

IN

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IA

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.8

S

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BA D E FC G H

Autodesk Revit 2023Autodesk Revit 2023

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A

M

A u to d e s k D o c s /2

I A

D A

S

D O

C M

P C

F B ld g

E le v a to r

R e p /2

-M E

P -R

.r v t

M E

C H

A N

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A

L P

L A

N

B

ID

D

IN

G

F ie ld B o o k

T L S

S R

T

/2

/2

M100

IA

D

A S

D

O C

M P

C F

B ld g

E le v a to r R e p

Io w a D e p a rt m e n t o f

A d m in is tr a ti v e S e rv ic e s

C L

IE

N T

P R

O J E

C T

N U

M B

E R

D

A S

.0

E

W a s h in g to n S t, M t P le a s a n t, I A

N

01/4" = 1'-0"C6

BASEMENT NEW CONSTRUCTION SSV PLAN

6'

N

01/4" = 1'-0"F6

ROOF NEW CONSTRUCTION MECHANICAL PLAN

6'

N

01/4" = 1'-0"F4

FIRST FLOOR NEW CONSTRUCTION SSV PLAN

6'

KEYNOTES

KEY NOTE

P01 NEW COWTONGUE FITTING. 18" ABOVE GRADE.

DISCHARGE ONTO NEW SPLASHPAD

CUT SMOOTH HOLE

THROUGH WALL

CEMENT GROUT TROWEL SMOOTH

SCHEDULE 20 BLACK STEEL PIPE SLEEVE

SIZE TO SUIT INSULATION CUT SMOOTH WITH WALL

PIPING WITH

INSULATION AND COVER

POLYURETHANE SEALANT

CONTINUOUS BACKER ROD

+- 1/4" CLEARANCE BETWEEN

COLLAR AND INSULATION ON PIPE

INSULATION AS SPECIFIED

PASSES THRU PIPE SLEEVE

(CHILLED WATER)

ELEVATOR PIT

FIBERGLASS SUMP

BASIN

ALARM

PANEL

SEE PLAN

FOR

LOCATION

DISCHARGE

PIPING

TYPE-A

8" OR LARGER

TYPE-B

6" OR SMALLER

TYPICAL ELEVATION

ROD

HANGER

INSULATION

~C PIPE

SHEET METAL SHIELD

PIPE AND HANGER

6" LONG HARDWOOD

BLOCKS SHAPED TO FIT

HANGER

ROD

~C PIPE

~C PIPE

2" AND SMALLER:

2 1/2" TO 6":

8" AND LARGER:

LENGTH OF SHIELD TO BE AT

LEAST 6" LONGER THAN THE

OUTSIDE DIAMETER OF THE

INSULATION

12 GAGE

14 GAGE

16 GAGE

SHIELD SCHEDULE

6" LONG HARDWOOD

BLOCKS SHAPED TO

FIT PIPE AND HANGER

REMARKS

MINIMUM

PIPE

SIZE

3/4"

1 1/4"

1"

OVER 20 TONS AND UP TO 90 TONS OF REFRIGERATION

OVER 3 TONS AND UP TO 20 TONS OF REFRIGERATION

UP TO 3 TONS OF REFRIGERATION

CONDENSATE DRAIN PIPE SCHEDULE

EQUIPMENT CAPACITY

NOTE:

1. PIPING SHALL SLOPED

IN THE DIRECTION OF

FLOW AT 1/8" PER FOOT

MINIMUM.

2. PIPING SHALL BE

SUPPORTED

INDEPENDENTLY OF THE

COILS.

3. DRAIN LINES SHALL BE

RUN FULL SIZE (MINIMUM)

FROM THE DRAIN PAN

CONNECTION.

COORDINATE SIZE

REQUIREMENTS WITH

SCHEDULE ABOVE.

4. "TRAP DEPTH" AND "THE

DISTANCE BETWEEN THE

TRAP AND TRAP OUTLET"

SHALL BE TWICE

(MINIMUM) THE STATIC

PRESSURE IN THE DRAIN

PAN SECTION.

CLEANOUT

PRESSURE (P) AT DRAIN PAN

P

P

A P

P R

O V

E D

B Y

D R

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IS

S

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D F

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IS

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F

IE

L D

B O

O K

W

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P A

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W A

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S T

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I A

D A

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D O

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P C

F B ld g

E le v a to r

R e p /2

-M E

P -R

.r v t

M E

C H

A N

IC

A

L S

C H

E D

U L E

S A

N D

D E

T A

IL

S

B

ID

D

IN

G

F ie ld B o o k

T L S

S R

T

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/2

M500

IA

D

A S

D

O C

M P

C F

B ld g

E le v a to r R e p

Io w a D e p a rt m e n t o f

A d m in is tr a ti v e S e rv ic e s

C L

IE

N T

P R

O J E

C T

N U

M B

E R

D

A S

.0

E

W a s h in g to n S t, M t P le a s a n t, I A

2. PROVDE WITH MANUFACTURER'S WIND BAFFLES WB-PA5, WB-RE5, WB-SD5

1. PROVIDE WITH MANUFACTURER'S CONDENSER WALL BRACKET QSWB2000M-1

REMARKS:

AIR COOLED CONDENSING UNIT SCHEDULE

MARK

CAPACITY

(MBH)

COND

AMBIENT AIR

TEMP (°F)

MINIMUM

OPERATING

AMBIENT

TEMPERATURE

NUMBER OF

CIRCUITS

NUMBER OF

COMPRESSORS SEER

ELECTRICAL DATA

OPERATING

WEIGHT

REFRIGERANT

TYPEVOLTS PHASE MCA DESIGN BASIS REMARKS

ACCU-1 24 95 -13 1 1 21.6 208 1 17 190 410A PUZ-HA24NHA1 1,2

1. XXX

REMARKS:

DUCTLESS AIR CONDITIONER SCHEDULE

MARK CFM

COOLING

(MBH)

HEATING

(MBH)

OPERATING

WEIGHT

REFRIGERANT

USED

ELECTRICAL DATA

VOLTS PHASE MCA DESIGN BASIS REMARKS

FCU-1 810 24 28 56 410A 208 1 0.6 PLA-A24EA7 XXX

3. PROVIDE WITH 15' 13AMP SINGLE PIGGYBACK VARIABLE LEVEL FLOAT SWITCH

2. INSTALL PUMP IN NEW FIBERGLASS SUMP BASIN, COORDINATE WITH ELEVATOR EQUIPMENT

1. 10-4014 Z CONTROL ALARM WITH FLOAT SWITCH

REMARKS:

SUMP PUMP SCHEDULE

MARK GPM HEAD (FT)

SHUTOFF

HEAD (FT)

MOTOR DATA ELECTRICAL DATA SUMP BASIN

HP VOLTS PHASE DIAMETER DEPTH DESIGN BASIS REMARKS

SP-1 53 22 44 1/2 120 1 1' - 0 1/4" 1' - 3 1/2" ZOELLER 153 1,2

NOT TO SCALEF6

Exterior Wall Pipe Penetration Detail

NOT TO SCALEE6

ELEVATOR PIT Sump Pump Detail

NOT TO SCALEC6

Insulated Pipe Hanger Detail

NOT TO SCALEF5

Drain Pan Piping Detail

R

S

FS

TS

VFD

B

L

L S

FACP

FARP

FSCP

DR

FR

E

J

WALL MOUNTED LIGHT

EMERGENCY LIGHT

EXIT SIGN

LIGHT FIXTURE ON EMERGENCY CIRCUIT

SINGLE POLE SWITCH

3-WAY SWITCH

4-WAY SWITCH

PUSH BUTTON

DUPLEX RECEPTACLE

DOUBLE DUPLEX RECEPTACLE

BRANCH PANEL WITH CLEARANCE

(SURFACE OR RECESS MOUNTED)

TRANSFORMER

DISCONNECT SWITCH

VARIABLE FREQUENCY DRIVE

RELAY

CONDUIT CONCEALED IN WALL OR OVERHEAD

CONDUIT CONCEALED BELOW FLOOR

CONDUIT TRANSITION UP

CONDUIT TRANSITION DOWN

CONDUIT STUBBED OUT

BRANCH CIRCUIT HOME RUN

VOICE/DATA OUTLET (WALL OR CEILING)

# - QUANTITY OF RJ-45 JACKS/CABLES.

ONE, UNLESS SHOWN OTHERWISE

W - DENOTES WALL PHONE

SPEAKER (WALL OR CEILING MOUNT)

KEYNOTE (SEE SCHEDULE)E#

SPRINKLER FLOW SWITCH

SPRINKLER VALVE TAMPER SWITCH

AUDIO NOTIFICATION DEVICE - CEILING MOUNTED

B = BELL

C = CHIME

H = HORN

S = SPEAKER

AUDIO NOTIFICATION DEVICE - WALL MOUNTED

B = BELL

C = CHIME

H = HORN

S = SPEAKER

VISUAL NOTIFICATION DEVICE - CEILING MOUNTED

VISUAL NOTIFICATION DEVICE - WALL MOUNTED

AUDIO/VISUAL NOTIFICATION DEVICE -

CEILING MOUNTED

B = BELL

C = CHIME

H = HORN

S = SPEAKER

AUDIO/VISUAL NOTIFICATION DEVICE -

WALL MOUNTED

B = BELL

C = CHIME

H = HORN

S = SPEAKER

FIRE ALARM CONTROL PANEL

FIRE ALARM RELAY PANEL

FIRE SUPPRESSION CONTROL PANEL

DOOR HOLDER/HOLD OPEN

SMOKE DAMPER RELEASE

FIRE ALARM SHUT DOWN RELAY

SMOKE DETECTOR

HEAT DETECTOR

FIREFIGHTER PHONE

EMERGENCY EXIT SIGN

SPECIAL RECEPTACLE

(CEILING, WALL, AND FLOOR MOUNTED)

DIRECT POWER CONNECTION -

WALL AND EQUIPMENT

JUNCTION BOX

SYMBOL DESCRIPTION

SYMBOL DESCRIPTION

SYMBOL DESCRIPTION

SYMBOL DESCRIPTION

SYMBOL DESCRIPTION

SIMPLEX RECEPTACLE

DUPLEX RECEPTACLE ON EMERGENCY CIRCUIT

DOUBLE DUPLEX RECEPTACLE ON EMERGENCY CIRCUIT

RECEPTACLE ON DROP CORD (DUPLEX SHOWN)

RECEPTACLE ON CORD REEL (DUPLEX SHOWN)

J

ENCLOSED CIRCUIT BREAKER

DOOR SIGNAL - APARTMENT UNIT

BUZZER

D

BELL

CHIME

SYMBOL DESCRIPTION

LIGHTING/CONTROLS

GENERAL

POWER

COMMUNICATION/DATA

SECURITY

FIRE ALARM

ELECTRICAL SYMBOLS LEGEND

FUSED DISCONNECT SWITCH

EXAMPLE RECEPTACLE TAG

##" - MOUNTING HEIGHT AS INDICATED.

IF OMITTED, 18" OR ABOVE COUNTER

XX - INDICATES RECEPTACLE CONFIGURATION:

XX

AC

GFI

HZ

IG

OC

USB

WP

XP

ABOVE COUNTER (COORDINATE HEIGHT)

GROUND FAULT CIRCUIT INTERRUPTER

HORIZONTALLY MOUNTED

ISOLATED GROUND

OCCUPANCY CONTROLLED

INTEGRAL USB CHARGER

WEATHERPROOF

EXPLOSION PROOF

XX

XX

FIRE ALARM - CONTINUED

MANUAL PULL STATION

ANN FIRE ALARM REMOTE ANNUNCIATOR

EMERGENCY POWER OFF

SURFACE MOUNTED RECEPTACLE, VARIES PER TYPE

MX MOTOR HORSEPOWER RATED SWITCH

F

L S

L

B

DH

S

E

J

DESCRIPTIONSYMBOL

POWER (CONTINUED)

SYMBOL DESCRIPTION

C CAMERA

1. ALL WORK SHALL BE IN CONFORMANCE WITH THE NATIONAL

ELECTRICAL CODE - LATEST EDITION ADOPTED BY THE STATE,

THE STATE AMENDMENTS, LOCAL/MUNICIPAL CODES AND

ORDINANCES, AND THE AUTHORITY HAVING JURISDICTION.

THE COMPLETE INSTALLATION SHALL BE IN ACCORDANCE

WITH THE ADAAG (AMERICANS WITH DISABILITIES ACT

ACCESSIBILITY GUIDELINES).

2. IT IS THE INTENT OF THESE DOCUMENTS TO COMPLY WITH

THE APPLICABLE CODES. WHERE DISCREPANCIES OCCUR,

NOTIFY THE ENGINEER/ARCHITECT IN WRITING FOR

INTERPRETATION. CORRECT ANY INSTALLATION THAT FAILS

TO COMPLY WITH THE CODES AND STANDARDS AT NO

ADDITIONAL COST TO THE OWNER.

3. CONTRACTOR SHALL PROVIDE ALL WORK NECESSARY

INCLUDING ALL LABOR, MATERIALS, PERMITS, TAXES, FEES,

INSPECTIONS, HARDWARE, AND COST FOR INSTALLATION FOR

A COMPLETE AND OPERATIONAL SYSTEM.

4. ALL MATERIALS FURNISHED BY THE CONTRACTOR SHALL BE

NEW, COMPLETE WITH MANUFACTURER’S GUARANTEE OR

WARRANTY AND SHALL BE LISTED BY A NATIONALLY

RECOGNIZED TESTING LABORATORY (NRTL).

5. COORDINATE ELECTRICAL INSTALLATION WITH ALL TRADES

PRIOR TO INSTALLATION. IF ELECTRICAL WORK INSTALLED

INTERFERES WITH OTHER TRADES AFTER INSTALLATION, THE

CONTRACTOR SHALL MAKE ALL…