addendum a 1333 fields ave columbus oh, 43215-3076...2019/03/18 · es1.11 electrical site utility...

1. ALL EXISTING CONDITIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. INTHE EVENT OF ANY DISCREPANCIES, THE CONTRACTOR IS TO REPORT SAID ANOMALIES TO THE OWNER'SPROJECT MANAGER.

2. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES AND SERVICES PRIOR TO START OF WORK.

3. THE CONTRACTOR IS TO ADHERE TO ALL ACCEPTED INDUSTRY PRACTICES.

4. THE CONTRACTOR IS TO FOLLOW ALL INSTALLATION PROCEDURES PER MANUFACTURER'SINSTRUCTIONS.

5. DO NOT SCALE DRAWINGS. DIMENSIONAL DISCREPANCIES AND QUESTIONS SHALL BE DIRECTED TO THEPROJECT MANAGER / ARCHITECT. THE FOLLOWING DRAWINGS ARE BASED ON A 30X42" SHEET SIZE.

MECHANICAL ENGINEER

COTA - CENTRAL OHIO TRANSIT AUTHORITY

33 NORTH HIGH STREET

COLUMBUS, OHIO 43215

614.783.8240

JOE MASSEY

RICHARD L. BOWEN & ASSOCIATES INC.

13000 SHAKER BOULEVARD

CLEVELAND, OHIO 44120

216.377.3815

KEN EMLING

STRUCTURAL ENGINEER

ARCHITECT

OWNER

RICHARD L. BOWEN & ASSOCIATES INC.

13000 SHAKER BOULEVARD

CLEVELAND, OHIO 44120

216.377.3833

JEFF GRAHAM

DYNAMIX ENGINEERING LTD.

855 GRANDVIEW AVENUE


614.443.1178 EXT.209

DOUG SMITH

ELECTRICAL ENGINEER

CIVIL ENGINEERGANNETT FLEMING, INC.

207 SENATE AVENUE

CAMP HILL, PA 17011

717.763.7212 EXT.2376

TRACY DORSEY

CONSTRUCTION MANAGERGILBANE BUILDING COMPANY

145 E. RICH STREET (4TH FLOOR)


614.948.4000

GARY SCHMITT

PLUMBING ENGINEER

CNG CONSULTANTMARATHON TECHNICAL SERVICES USA

SIX VENUS CRESCENT,

HEIDELBERG, ONTARIO, NOB 2M1

519.699.9250

ROB ADAMS

INDUSTRIAL ENGINEER TECHNOLOGY ENGINEER




614.443.1178 EXT.209

DOUG SMITH




614.443.1178 EXT.209

DOUG SMITH




614.443.1178 EXT.209

DOUG SMITH

GANNETT FLEMING, INC.

207 SENATE AVENUE

CAMP HILL, PA 17011

717.763.7212 EXT.2376

TRACY DORSEY

LANDSCAPE ARCHITECTROB MORGAN LLC

PO BOX 294

NOVELTY, OHIO 44072

440.338.1119

ROB MORGAN

GEOTECHNICAL ENGINEERINGCTL ENGINEERING

2860 FISHER ROAD - PO BOX 44548


614.276.8123

JOE GRANI

SITE SUREVYOROHM ADVISORS

580 NORTH FOURTH STREET

COLUMBUS, OH 43215

614.774.6344

JOHN RAAB

ENVIRONMENTAL / NEPA

SPECIALISTSLAWHON & ASSOCIATES, INC.

1441 KING AVENUE


614.481.8600

ERIN GRUSHON

ESTIMATING SERVICESVELOCITY CONSTRUCTION

36 VILLAGE

POINTE DRIVE POWELL, OHIO 43065

614.956.1061

BRIAN ROGGE

DRAWING NO.

DATES AND REVISIONS

NOTICEARCHIT

ECTS

SREE

NIGNE

C

®

ONST

RUCTION

MAN

AGER

S

THIS ARCHITECTURAL ANDENGINEERING DRAWING IS GIVEN

IN CONFIDENCE. NO USE ORDISSEMINATION MAY BE MADE

WITHOUT PRIOR WRITTENCONSENT OF THE ARCHITECT.

ALL RIGHTS ARE HEREBYSPECIFICALLY RESERVED.

© 2019 RICHARD L. BOWEN + ASSOCIATES, INC.

No. Date / Description

1300

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CHECKED BY:

DRAWN BY:

3/14

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JBREVICK

KEMLING

10/31/18 / DD PREVIEW

11/28/18 / 85% DD

12/06/18 / DD SUBMISSION

02/13/19 / CD PREVIEW

02/28/19 / BID-PERMIT SET

03/15/20191333 Fields Ave

Columbus OH, 43215-3076ADDENDUM A

G1.0

GENERAL PROJECT NOTES INDEX OF DRAWINGSSITE LOCATION MAP

Sheet

Number Sheet Name

CNG-G06C CNG TRENCH DETAILS

CNG-G07A CNG EQUIPMENT SIGN LAYOUT A

CNG-G07B CNG FUELING AREA SIGN LAYOUT B

CNG - ELECTRICAL

CNG-E01 CNG HAZARDOUS LOCATIONS

CNG-E02 CNG EQUIPMENT SINGLE LINE DIAGRAM

CNG-E03 CNG CONDUIT SCHEMATIC

CNG-E04A CNG CONDUIT SCHEDULE

CNG-E04B CNG CONDUIT SCHEDULE

CNG-E04C CNG CONDUIT SCHEDULE

CNG-E04D CNG CONDUIT SCHEDULE

CNG-E04E CNG CONDUIT SCHEDULE

CNG-E04F CNG CONDUIT SCHEDULE

CNG-E04G CNG CONDUIT SCHEDULE

CNG-E04H CNG CONDUIT SCHEDULE

CNG-E05A CNG EQUIPMENT COMPOUND ESD LAYOUT

CNG-E05B CNG FUELING AREA ESD LAYOUT

CNG-E06 CNG GROUNDING GRID LAYOUT

CNG - MECHANICAL

CNG-M01 CNG GAS P&ID

CNG-M02A CNG GAS PIPING/TUBING SCHEDULE

CNG-M02B CNG GAS PIPING/TUBING SCHEDULE

CNG-M02C CNG GAS PIPING/TUBING SCHEDULE

CNG-M03 PILOT AIR P&ID

CNG-M04 PILOT AIR PIPING/TUBING SCHEDULES

CNG-M05A CNG EQUIPMENT COMPOUND PIPING TUBING DETAILS A

CNG-M05B CNG EQUIPMENT COMPOUND PIPING TUBING DETAILS B

CNG-M05C CNG EQUIPMENT COMPOUND PIPING TUBING DETAILS C

CNG-M06A CNG FUELING AREA PIPING TUBING DETAILS A

CNG-M06B CNG FUELING AREA PIPING TUBING DETAILS B

CNG-M06C CNG FUELING AREA PIPING TUBING DETAILS C

Sheet

Number Sheet Name

M5.01 HVAC DETAILS

M6.01 HVAC SCHEDULES

M6.02 HVAC SCHEDULES

ELECTRICAL SITE

ES1.11 ELECTRICAL SITE UTILITY PLAN

ES1.12 EXISTING ELECTRICAL LIGHTNING PROTECTION PLAN

ELECTRICAL

E0.00 ELECTRICAL LEGEND

E0.01 ELECTRICAL SINGLE LINE DIAGRAM DEMO

E0.02 ELECTRICAL SINGLE LINE DIAGRAM NEW WORK

E0.03 ELECTRICAL SINGLE LINE DIAGRAM CNG

E0.11 FIRST FLOOR DEMOLITION PLAN – AREA A

E0.12 FIRST FLOOR DEMOLITION PLAN – AREA B

E0.13 FIRST FLOOR DEMOLITION PLAN – AREA C

E0.14 ROOF DEMOLITION PLAN - AREA A

E0.15 ROOF DEMOLITION PLAN - AREA B

E1.11 FIRST FLOOR LIGHTING PLAN – AREA A

E1.12 FIRST FLOOR LIGHTING PLAN – AREA B

E1.13 FIRST FLOOR LIGHTING PLAN – AREA C

E1.14 CNG FUEL ISLAND PLAN/CONTROL ROOM

E1.15 CNG CONTROL ROOM CONDUIT PLAN

E1.16 FIRST/SECOND FLOOR ENLARGED MEZZANINES

E2.11 FIRST FLOOR POWER PLAN – AREA A

E2.12 FIRST FLOOR POWER PLAN – AREA B

E2.13 FIRST FLOOR POWER PLAN – AREA C

E2.14 FIRST FLOOR ENLARGED PARTIAL POWER PLAN A

E2.15 ROOF POWER PLAN - AREA A

E2.16 ROOF POWER PLAN - AREA B

E3.00 ELECTRICAL DETAILS




E4.00 ELECTRICAL SCHEDULES

E5.00 ELECTRICAL PANELBOARD SCHEDULES



TECHNOLOGY

T0.00 TECHNOLOGY LEGEND, ABBREVIATIONS, AND FACEPLATE DETAILS

T0.01 TECHNOLOGY DETAILS

T0.02 TECHNOLOGY SITE PLAN

T0.03 TECHNOLOGY SITE PLAN - EMPLOYEE PARKING

T0.11 FIRST FLOOR DEMOLITION PLAN – AREA A

T0.12 FIRST FLOOR DEMOLITION PLAN – AREA B

T0.13 FIRST FLOOR DEMOLITION PLAN – AREA C

T1.11 FIRST FLOOR TECHNOLOGY PLAN – AREA A

T1.12 FIRST FLOOR TECHNOLOGY PLAN – AREA B

T1.13 FIRST FLOOR TECHNOLOGY PLAN – AREA C

T2.01 TECHNOLOGY ENLARGED PLANS

T3.01 ENLARGED DATA ROOM DETAILS

T3.02 ENLARGED DATA ROOM DETAILS

CNG - GENERAL

CNG-G00 CNG GENERAL NOTES

CNG-G01A CNG EQUIPMENT COMPOUND ISOMETRIC A

CNG-G01B CNG EQUIPMENT COMPOUND ISOMETRIC B

CNG-G02A CNG FUELING AREA ISOMETRICS A

CNG-G02B CNG FUELING AREA ISOMETRICS B

CNG-G03A CNG EQUIPMENT & COMPOUND LAYOUT A

CNG-G03B CNG DEFUELING AREA LAYOUT B

CNG-G04 CNG FUELING AREA LAYOUT

CNG-G05 CNG COMPOUND VENT STACK TOWER AND PIPE RACK

CNG-G06A CNG COMPOUND TRENCH LAYOUT

CNG-G06B CNG FUELING TRENCH LAYOUT

Sheet

Number Sheet Name

S2.13 FALL ARREST PLAN

S2.14 PIPE RACK PLAN, SECTIONS & DETAILS

EQUIPMENT

Q1.1 DEMOLITION FIRST FLOOR PLAN AREA A / DEMOLITIONPARTIAL FIRST FLOOR AREA B & C

Q1.2 FIRST FLOOR PLAN AREA - A

Q1.3 FIRST FLOOR PLAN – AREA B

Q1.4 FIRST FLOOR PLAN - PARTIAL - FUEL ISLAND AREA

Q1.5 FIRST FLOOR PLAN - PARTIAL - BUS WASH AREA

Q1.6 FIRST FLOOR PLAN - PARTIAL - MAINTENANCE AREA

Q1.7 FIRST FLOOR PLAN - PARTIAL - MAINTENANCE AREA

Q1.8 FIRST FLOOR PLAN – PARTIAL – TEMPORARY FARERECEIVING AND FACILITIES SHOP

Q3.1 EQUIPMENT SCHEDULE



Q4.1 DETAILS

Q4.2 DETAILS

Q4.3 DETAILS

Q4.4 DETAILS

Q4.5 DETAILS

FIRE PROTECTION

FP0.00 FIRE PROTECTION LEGENDS

FP1.10 FIRST FLOOR FIRE PROTECTION PLAN

PLUMBING

P0.00 PLUMBING LEGENDS, SCHEDULED & DETAILS

P0.01 UNDERSLAB DEMOLITION PLAN - AREA A

P0.02 UNDERSLAB DEMOLITION PLAN - AREA B

P0.11 FIRST FLOOR DEMOLITION PLAN – AREA A

P0.12 FIRST FLOOR DEMOLITION PLAN – AREA B

P0.13 FIRST FLOOR DEMOLITION PLAN - AREA C

P1.01 UNDERSLAB PLUMBING PLAN – AREA A

P1.02 UNDERSLAB PLUMBING PLAN – AREA B

P1.11 FIRST FLOOR PLUMBING PLAN – AREA A

P1.12 FIRST FLOOR PLUMBING PLAN – AREA B

P1.13 ROOF PLUMBING PLAN - AREA A

P1.14 ROOF PLUMBING PLAN - AREA B

P1.15 ROOF PLUMBING PLAN - AREA C

P1.16 CNG FUEL ISLAND PLUMBING PLAN

P1.17 ENLARGED PLUMBING PLANS

P1.18 ENLARGED PLUMBING PLANS

P1.19 PLUMBING STACKS - 1

P1.20 PLUMBING STACKS - 2

MECHANICAL

M0.00 HVAC LEGENDS & ABBREVIATIONS

M0.11 FIRST FLOOR DEMOLITION PLAN – AREA A

M0.12 FIRST FLOOR DEMOLITION PLAN – AREA B

M0.13 FIRST FLOOR DEMOLITION PLAN – AREA C

M0.15 ROOF DEMOLITION PLAN - AREA A

M0.16 ROOF DEMOLITION PLAN - AREA B

M1.11 FIRST FLOOR HVAC PLAN – AREA A

M1.12 FIRST FLOOR HVAC PLAN – AREA B

M1.13 FIRST FLOOR HVAC PLAN – AREA C

M1.14 CNG FUEL ISLAND HVAC PLAN

M1.15 ROOF HVAC PLAN – AREA A

M1.16 ROOF HVAC PLAN – AREA B

M1.17 MAU ZONING PLAN - AREAS A, B

M1.18 EF ZONING PLAN - AREAS A,B

M2.11 FIRST FLOOR PIPING PLAN - AREA A

M2.12 FIRST FLOOR PIPING PLAN - AREA B

M3.01 HVAC ENLARGED PLAN

M4.01 CNG SENSOR PLACEMENT PLAN - AREAS A & B

Sheet

Number Sheet Name

ARCHITECTURAL

A1.01 DEMOLITION PLAN - COMPOSITE

A1.02 DEMOLITION PLAN - AREA A

A1.03 DEMOLITION PLAN - AREA B

A1.04 DEMOLITION PLAN - AREA C

A1.10 FLOOR PLAN - COMPOSITE

A1.11 FLOOR PLAN - AREA A

A1.12 FLOOR PLAN - AREA B

A1.13 FLOOR PLAN - AREA C

A1.15 CNG FUEL ISLAND - ENLARGED PLAN & ELEVATIONS

A1.16 BUS WASH / FACILITIES SHOP - ENLARGED PLANS

A1.17 CNG PLANT / CONTROL ROOM - ENLARGED PLANS

A1.18 INTERIOR MAINTENANCE AREA - ENLARGED PLANS

A1.19 LOCKER ROOMS - ENLARGED PLAN & ELEVATIONS

A1.20 ENLARGED PLANS

A1.21 ENLARGED PLANS

A1.30 DOOR TYPES & SCHEDULES

A1.31 DOOR DETAILS

A1.32 DOOR DETAILS

A2.01 DEMOLITION ROOF PLAN - COMPOSITE

A2.02 DEMOLITION ROOF PLAN - AREA A

A2.03 DEMOLITION ROOF PLAN - AREA B

A2.04 DEMOLITION ROOF PLAN - AREA C

A2.10 ROOF PLAN - COMPOSITE

A2.11 ROOF PLAN - AREA A

A2.12 ROOF PLAN - AREA B

A2.13 ROOF PLAN - AREA C

A2.20 ROOF DETAILS

A2.21 ROOF DETAILS

A2.22 ROOF DETAILS

A3.1 EXTERIOR ELEVATIONS

A3.2 CNG ELEVATIONS

A4.1 PARTITION TYPES

A4.2 WALL SECTIONS

A4.3 WALL SECTIONS

A5.1 DETAILS

A5.5 GLAZING SCHEDULE, ELEVATIONS & DTLS

A6.1 SIGNAGE PLAN - COMPOSITE

A6.2 SIGNAGE - INTERIOR

A6.3 SIGNAGE - EXTERIOR

A6.10 PAVEMENT MARKING - COMPOSITE

A6.11 ENLARGED PAVEMENT MARKING




A8.1 MILLWORK DETAILS

A8.2 MILWORK DETAILS

A9.10 REFLECTED CEILING PLAN - AREA A

A9.11 REFLECTED CEILING PLAN - AREA B

A9.12 REFLECTED CEILING PLAN - AREA C

A9.15 ENLARGED REFLECTED CEILING PLANS

A10.1 ROOM FINISH SCHEDULE & DETAILS

STRUCTURAL

S0.01 GENERAL NOTES

S0.02 TYPICAL DETAILS

S1.01 FOUNDATION PLAN - COMPOSITE

S1.10 BUS WASH FOUNDATION & CEILING PLAN - AREA A

S1.11 ENLARGED PLANS & SECTIONS

S1.12 FOUNDATION SECTIONS AND DETAILS

S2.01 ROOF FRAMING PLAN - COMPOSITE

S2.10 BUS WASH ROOF FRAMING PLAN - AREA A

S2.11 FUEL ISLAND PLANS - AREA A

S2.12 CONTROL ROOM, LUBE ROOM PLANS, SECTIONS &DETAILS

Sheet

Number Sheet Name

TITLE

G1.0 TITLE SHEET

G1.1 ABBREVIATIONS, LEGENDS & CODE DATA

G1.10 LIFE SAFETY PLAN

SURVEY

V - 1.0 EXISTING CONDITIONS

CIVIL

C1.01 EXISTING CONDITIONS PLAN

C1.02 OVERALL PLAN

C1.03 DEMOLITION PLAN

C1.04 IMPROVEMENTS PLAN

C1.05 GEOMETRY PLAN

C1.06 LAYOUT ENLARGEMENT PLAN

C1.07 SITE LAYOUT COORDINATES

C1.08 GRADING PLAN

C1.09 GRADING ENLARGEMENT PLAN

C1.10 RETAINING WALL PLAN AND PROFILE

C1.11 UTILITY PLAN

C1.12 EROSION AND SEDIMENTATION CONTROL PLAN

C1.13 STORM DRAIN PLAN AND PROFILES



C1.16 WATER LINE PLAN AND PROFILE - STA. 0+00 - STA. 8+00

C1.17 WATER LINE PLAN AND PROFILE - STA. 8+00 - STA.14+54.82

C1.18 SANITARY SEWER PLAN AND PROFILES

C1.19 SANITARY SEWER PLAN AND PROFILES

C1.20 GAS LINE AND CNG LINE PLAN AND PROFILES

C1.21 GAS LINE AND CNG LINE PLAN AND PROFILES

C1.22 ELECTRIC PLAN & PROFILES

C7.01 DETAILS

C7.02 DETAILS

C7.03 DETAILS

C7.04 DETAILS

C7.05 DETAILS

C7.06 DETAILS

C7.07 SOLDIER PILE AND LAGGING DETAILS

C8.01 SECTIONS

C9.01 MAINTENANCE OF TRAFFIC - COVER SHEET

C9.02 MAINTENANCE OF TRAFFIC - GENERAL NOTES

C9.03 MAINTENANCE OF TRAFFIC - PLAN

C9.04 MAINTENANCE OF TRAFFIC - DETAIL NO. 1

C9.05 MAINTENANCE OF TRAFFIC - DETAILS NO. 2

C9.06 FACILITY SIDEWALK - COVER SHEET

C9.07 FACILITY SIDEWALK PLAN

C9.07A FACILITY SIDEWALK PLAN

C9.08 COVER SHEET

C9.09 STORM DRAIN PLAN

C9.10 EROSION AND SEDIMENTATION CONTROL PLAN

C9.11 STORM DRAIN PROFILES



C9.14 STORM DRAIN DETAILS

C9.15 STORM DRAIN DETAILS

C9.16 EROSION AND SEDIMENTATION CONTROL DETAILS

C9.17 WATER LINE PLAN AND PROFILE

LANDSCAPE

L1.00 LANDSCAPE PLAN – AREA A

L1.01 LANDSCAPE PLAN – AREA B

L1.02 LANDSCAPE PLAN – AREA C

PROJECT TEAM

PROJECT SITE

2 03/15/19 / ADDENDUM #2

ELECTRICAL (REMOVED)

E3.1 - ELECTRICAL DETAILS

E3.2 - ELECTRICAL DETAILS

2

2

INTERIOR ELEVATION CALLOUT

CALLOUT SYMBOLS

2A08.14

1

3

1

A000

SECTION CALLOUT

1

A000

ENLARGED PLAN CALLOUT

N

NORTH ARROW

EXTERIOR ELEVATION CALLOUTA03.1

1

ROOM TAG W/ SQ. FT.;

SEE ROOM FINISH SCHEDULE

KEYNOTE

CODED NOTE

1t WINDOW TAG

####

WALL TAG W/ SOUND

& FIRE RATING

XX#-X/X-#

STC - 1hr

CEILING TAG1' - 0"ACTX

ALIGN

#

ROOM NAME101

150 SF

101DOOR TAG;

SEE DOOR SCHEDULE

EARTH (UNDISTURBED)

EARTH (COMPACT FILL)

CONCRETE

STONE/GRAVEL FILL

CONCRETE MASONRY UNIT (CMU)

STEEL

SOLID WOOD

RIGID INSULATION

ALUMINUM

BRICK

GYPSUM WALL BOARD

NOT IN CONTRACT

RIVER ROCK

STUCCO

FINISH WOOD

GRADE

CMU - SOLID

CMU - HOLLOW

PLYWOOD

ACOUSTIC CEILING TILE

CONTINUOUS WOOD FRAMING

WOOD BLOCKING

BATT INSULATION

MATERIALS

NOTES:

2. THIS LEGEND DOES NOT ASSUME THAT

ALL ABBREVIATIONS ARE USED.

C.S.I DOCUMENT TD - 2-4 ABBREVIATIONS.

1. FOR ADDITIONAL REFERENCE THE

CONSTRUCTION INDUSTRY STANDARDS -

RFG

PNL

PLAM

PERIM

RWC

MOULD

REQ

P/L

MAX

MFR

MATL

MECH

MAINT

MIN

MET

MTD

NOM

NTS

NO.

NIC

ORD

OPP

OPNG

PLS

PTD

PLBG

PART'N

PLYWD

PROJ

RAD

R/W

REP

REINF

RECT

REBAR

CT

CORR

CPT

CRS

DIA

DIM

DF

DS

DP

DR

DN

DBL

DEM

DET

EF

EL

EA

ENCL

ELEV

ELEC

DWG

E.J.

LIN

IRWC

INTMD

HDWD

INT

JAN

INV

INSUL

LAV

LAM

LLH

LLV

HVAC

HORIZ

HM

DEEP

ENCLOSED (SURE)

EXPANSION JOINT

EACH FACE

ELEVATION

ELEVATION

ELECTRICAL

DOOR

DETAIL

EACH

DRAWING

LF

JB

JT

DRINKING FOUNTAIN

DEMISING

DIAMETER

DIMENSION

DOWN SPOUT

DOWN

DOUBLE

CERAMIC TILE

CORRIDOR

CARPET TILE

COURSE

ID

HR

IMPACT RESISTANT WALLCOVERING

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LAMINATED

LINOLEUM

LAVATORY

LINEAR FEET

JANITOR

JUNCTION BOX

JOINT

AIR CONDITIONING

HEATING, VENTILATING,

INTERMEDIATE

INTERIOR

INVERT

INSULATION

INSIDE DIAMETER

HARDWOOD

HOUR

HORIZONTAL(LY)

HOLLOW METAL

RM

RD

CCT

CAR

C/L

ACOUST

AB

ACT

A/C

BM

BRG

APPROX

ARCH

ALUM

BLDG

BLKG

AFF

ALT

ADJ

CBB

COL

CLG

CLO

CMU

C/C

C/L

BTM

BUR

CONC

CONF

CONST

CONT

CONTR

BR

CJ

#

@

L

X

&FOLDING DOORFLDR

GFCMU

GLCMU

GLB

GWB

FTG

FRTW

FSS

HDWE

GYPLS

GALV

CENTER LINE

CUBICLE CURTAIN TRACK

CARPET (ROLL GOODS/BROADLOOM)

CEMENTITIOUS BACKER BOARD

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONFERENCE

CONSTRUCTION

CONTINUOUS

CONTRACTOR

CEILING

CLOSET

H

HD

HC

GL

CONSTRUCTION JOINT

CENTER TO CENTER

BUILT UP ROOFING

BOTTOM

CENTER LINE

BEAM

BEARING

BUILDING

BLOCKING

BRICK

GA

GB

GC

FR

FM

FT

GROUND FACE CONCRETE

MASONRY UNITS

MASONRY UNITS

GLAZED FACE CONCRETE

GYPSUM WALL BOARD

GYPSUM PLASTER

HIGH, HEIGHT

HAND DRYER

HANDICAPPED

HARDWARE

GLASS BLOCK

GLASS, GLAZING

PT

QT

PR

FACTORY MUTUAL

FIRE RETARDANT TREATED WOOD

FOLDING SHOWER SEAT

GENERAL CONTRACTOR

FOOTING

GAUGE

GRAB BAR

GALVANIZED

FIRE RATED

FOOT

PL

OC

OD

FIXT

EQUIP

ETC

EW

FHC

FEC

EWC

EXT

EXIST

FIN

ACOUSTICAL CEILING TILE

AIR CONDITION(ER) (ING)

ABOVE FINISHED FLOOR

APPROXIMATELY

ARCHITECTURAL

ALUMINUM

ALTERNATE

ADJUSTABLE

ACOUSTICAL

ANCHOR BOLT

NUMBER

FH

FL

FE

FD

ANGLE

AND

AT

BY

EQ

FIRE EXTINGUISHER

FIRE HOSE CABINET

FIRE EXTINGUISHER CABINET

ELECTRIC WATER COOLER

FIXTURE

FIRE HYDRANT

FINISH

FLOOR

FLOOR DRAIN

EXTERIOR

EXISTING

MO

MH

EQUAL

EQUIPMENT

ET CETERA

EACH WAY

M

WPT

W/O

WWF

RECESSED FOOT GRILLE

RAIN WATER CONDUCTOR

REINFORCING BAR

RIGHT-OF-WAY

ROOM

REQUIRED

ROOF DRAIN

REPRESENTATIVE

REINFORCEMENT

RECTANGULAR

WC

W/

WR

WD

WOOD - PRESERVATIVE TREATED

WASTE RECEPTACLE

WELDED WIRE FABRIC

WATER CLOSET

WITHOUT

WOOD

WITH

STORAGE

NOT TO SCALE

STOR

SUSP

TEMP

T/BM

SUPPL

STRUCT

T&G

THR

TKBD

T/JST

TOM

TOS

T/ST

UNO

VEST

VERT

PLASTIC LAMINATE

PAINTED (PAINTED FINISH)

PRESSURE TREATED

QUARRY TILE

PLYWOOD

RADIUS

PANEL

PLASTER

PLUMBING

PROJECT

PAIR

VCT

V

TYP

TTD

OUTSIDE DIAMETER

OVERFLOW ROOF DRAIN

PERIMETER

PROPERTY LINE

PLATE

PARTITION

ON CENTER

OPPOSITE

OPENING

SVT

SV

TACK BOARD

TOP OF MASONRY

TOILET TISSUE DISPENSER

UNLESS NOTED OTHERWISE

VINYL COMPOSITION TILE

VINYL

VESTIBULE

VERTICAL

TOP OF SLAB

TYPICAL

TOP OF STEEL

TONGUE AND GROOVE

TEMPERED

TOP OF BEAM

THRESHOLD

TOP OF JOIST

SOLID VINYL TILE

SHEET VINYL

SUSPENDED

SUPPLEMENTARY

STRUCTURAL

SRGB

SOG

SFCMU

SGB

SPEC

S/H

NOT IN CONTRACT

MASONRY OPENING

NOMINAL

NUMBER

MOULDING

MOUNTED

MANUFACTURER

MECHANICAL

MINIMUM

METAL

MANHOLE

SQ

STC

SS

STL

STD

SK

SIM

MIRROR

MAXIMUM

MATERIAL

MAINTENANCE

SF

SC

SAG-RESISTANT GYPSUM BOARD

STRUCTURAL GLAZED BLOCK

SOUND TRANSMISSION CLASS

SQUARE

STAINLESS STEEL

STEEL

STANDARD

SLAB ON GRADE

MASONRY UNITS

SIMILAR

SPECIFICATIONS

SINK

SPLIT FACE CONCRETE

SEALER/HARDENER

SQUARE FOOT

SOLID CORE

AHJ AUTHORITY HAVING JURISDICTION

O OF

F.O.M. FACE OF MASONRY

ABBREVIATIONS

FND FOUNDATION

ETR EXISTING TO REMAIN

TYPE IIB UNPROTECTED CONSTRUCTION

PROPOSED HEIGHT: 1 STORY

UNLIMITED AREA

TYPE OF CONSTRUCTION

(602.2)

GENERAL AND BUILDING AREA:

OCCUPANCY

S-1, S-2 (ACCESSORY OCC. B + A-2)

HEIGHT

MAX HEIGHT 75' W/ SPRINKLERSALLOWABLE HEIGHT

(TABLE 503)

UNLIMITED AREA BUILDINGS

(507)

507.2.1 REDUCED OPEN SPACE, THE PUBLIC WAYS OR YARDS OF 60FT IN

WIDTH REQUIRED IN SECTION 507.3, 507.4, 507.5, AND 507.12 SHALL BE

PERMITTED TO BE REDUCED TO NOT LESS THAN 40FT IN WIDTH PROVIDED ALL

OF THE FOLLWOING REQUIREMENTS ARE MET: 1. THE REDUCED WIDTH SHALL

NOT BE ALLOWED FOR MORE THAN 75% OF THE PERIMETER OF THE BUILDING.

2. THE EXTERIOR WALLS FACING THE REDUCED WITH SHALL HAVE A FIRE-

RESISTANCE RATIGN OF NOT LESS THAN 3 HOURS. 3. OPENINGS IN THE

EXTERIOR WALLS FACING THE REDUCED WIDTH SHALL HAVE OPENING

PROTECTIVES WITH A FIRE PROTECTION RATING OF NOT LESS THAN 3 HOURS.

507.3 SPRINKLERED, ONE STORY. THE AREA OF A GROUP B, F, M OR S BUILDING

NO MORE THAN ONE STORY ABOVE GRADE PLANE, OR A GROUP A-4 BUILDING

NO MORE THAN ONE STORY ABOVE GRADE PLANE OF OTHER THAN TYPE V

CONSTRUCTION, SHALL NOT BE LIMITED WHEN THE BUILDING IS PROVIDED

WITH AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT IN ACCORDANCE WITH

SECTION 903.3.1.1 AND IS SURROUNDED AND ADJOINED BY PUBLIC WAYS OR

YARDS NOT LESS THAN 60 FEET (18 288 MM) IN WIDTH.

OCCUPANCY

S-2, A-2

S-2

AREA

9,750

797

PROPOSED BUILDING AREAS

FIRST FLOOR - ADDITION

FIRST FLOOR - NEW STRUCT.

S-1 MOTOR VEHICLE REPAIR

S-2 LOW HAZARD STORAGE

S-2 MAINTENANCE MEZZ.

S-2 FUELING MEZZ.

B-BUSINESS

47,801

209,228

1,181

2,070

16,058

EXISTING FLOOR AREAS.

SEPARATED OCCUPANCY - S-1 TO A-2 = 1 HOUR SEPARATION

HEIGHT ADJUSTMENT

(504.2)

WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC

SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 THE BUILDING

HEIGHT LIMITATION SPECIFIED IN TABLE 503 SHALL BE INCREASED ONE STORY

AND 20 FEET

MEZZANINE

(505.1)

505.1 GENERAL. A MEZZANINE OR MEZZANINES IN COMPLIANCE WITH SECTION

505 SHALL BE CONSIDERED A PORTION OF THE STORY IN WHICH IT IS

CONTAINED. SUCH MEZZANINES SHALL NOT CONTRIBUTE TO EITHER THE

BUILDING AREA OR NUMBER OF STORIES AS REGULATED BY SECTION 503.1.

THE AREA OF THE MEZZANINE SHALL BE INCLUDED IN DETERMINING THE FIRE

AREA DEFINED IN SECTION 902. THE CLEAR HEIGHT ABOVE AND BELOW THE

MEZZANINE FLOOR CONSTRUCTION SHALL NOT BE LESS THAN 7 FEET (2134

MM).

505.2 AREA LIMITATION. THE AGGREGATE AREA OF A MEZZANINE OR

MEZZANINES WITHIN A ROOM SHALL NOT EXCEED ONE-THIRD (SPRINKLERED

BUILDING) OF THE FLOOR AREA OF THAT ROOM OR SPACE IN WHICH THEY ARE

LOCATED. THE ENCLOSED PORTION OF A ROOM SHALL NOT BE INCLUDED IN A

DETERMINATION OF THE FLOOR AREA OF THE ROOM IN WHICH THE MEZZANINE

IS LOCATED. IN DETERMINING THE ALLOWABLE MEZZANINE AREA, THE AREA OF

THE MEZZANINE SHALL NOT BE INCLUDED IN THE FLOOR AREA OF THE ROOM

NFPA 30A CHAPTER 7

BUILDING CONSTRUCTION

REQUIREMENTS

A.7.6.6 ENCLOSED ROOMS OR SPACES STORING CNG- OR LNG-FUELED

VEHICLES SHOULD PROHIBIT THE TRANSMISSION OF GASES TO OTHER AREAS

OF THE BUILDING. OTHER AREAS OUTSIDE OF THE ENCLOSURE, IF NOT USED

FOR REPAIRING OR STORING CNG- OR LNG-FUELED VEHICLES, CAN USE

OTHER HEATING METHODS. NOTE THAT, ACCORDING TO A.1.1 OF NFPA52,

VEHICULAR GASEOUS FUEL SYSTEMS CODE, CNG WEIGHS ABOUT TWO-THIRDS

AS MUCH AS AIR AND, THEREFORE, AS A GAS, WILL RISE IN A ROOM. LNG AT A

TEMPERATURE OF LESS THAN OR EQUAL TO –112°C (–170°F) IS HEAVIER THAN

AMBIENT AIR [AT 15°C (60°F)], BUT AS THE LNG’S TEMPERATURE RISES, THE

GAS BECOMES LIGHTER THAN AIR. DETERMINATION OF THE POTENTIAL FOR

GAS ACCUMULATION SHOULD BE BASED ON AN ENGINEERING ANALYSIS.

(GUIDANCE FOR CLASSIFICATION OF HAZARDOUS LOCATIONS IS AVAILABLE IN

NFPA 497, RECOMMENDED PRACTICE FOR THE CLASSIFICATION OF

FLAMMABLE LIQUIDS, GASES, OR VAPORS AND OF HAZARDOUS (CLASSIFIED)

LOCATIONS FOR ELECTRICAL INSTALLATIONS IN CHEMICAL PROCESS AREAS.)

REPAIR GARAGES

(EXISTING)

REPAIR GARAGES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FIRE

CODE AND SECTIONS 406.6.1 THROUGH 406.6.3. THIS OCCUPANCY SHALL NOT

INCLUDE MOTOR FUEL-DISPENSING FACILITIES, AS REGULATED IN SECTION

406.7. 406.8.1 MIXED USES. MIXED USES SHALL BE ALLOWED IN THE SAME

BUILDING AS A REPAIR GARAGE SUBJECT TO THE PROVISIONS OF SECTION

508.1. 406.8.2 VENTILATION. REPAIR GARAGES SHALL BE MECHANICALLY

VENTILATED IN ACCORDANCE WITH THE MECHANICAL CODE. THE VENTILATION

SYSTEM SHALL BE CONTROLLED AT THE ENTRANCE TO THE GARAGE.

406.8.3 FLOOR SURFACE. REPAIR GARAGE FLOORS SHALL BE OF CONCRETE

OR SIMILAR NONCOMBUSTIBLE AND NONABSORBENT MATERIALS. 406.8.4

HEATING EQUIPMENT. HEATING EQUIPMENT SHALL BE INSTALLED IN

ACCORDANCE WITH THE MECHANICAL CODE.

406.8.5 GAS DETECTION SYSTEM. REPAIR GARAGES USED FOR REPAIR OF

VEHICLES FUELED BY NONODORIZED GASES, SUCH AS HYDROGEN AND

NONODORIZED LNG, SHALL BE PROVIDED WITH AN APPROVED FLAMMABLE

GAS DETECTION SYSTEM

FUEL CANOPIES 406.7.2 CANOPIES. CANOPIES UNDER WHICH FUELS ARE DISPENSED SHALL

HAVE A CLEAR, UNOBSTRUCTED HEIGHT OF NOT LESS THAN 13 FEET 6 INCEHS

TO THE LOWEST PROJECTING ELEMENT IN THE VEHICLE DRIVE-THROUGH

AREA. CANOPIES AND THEIR SUPPORTS OVER PUMPS SHALL BE OF

NONCOMBUSTIBLE MATERIALS.

NFPA 30A CHAPTER 7

BUILDING CONSTRUCTION

REQUIREMENTS - REPAIR

GARAGES

(EXISTING)

7.4.2 GENERAL CONSTRUCTION REQUIREMENTS. IN MAJOR REPAIR GARAGES,

WHERE CNG-FUELED VEHICLES, HYDROGEN-FUELED VEHICLES, LNG-FUELED

VEHICLES, OR LP-GAS-FUELED VEHICLES ARE REPAIRED, ALL APPLICABLE

REQUIREMENTS OF NFPA 52, VEHICULAR GASEOUS FUEL SYSTEMS CODE, OR

NFPA 58, LIQUEFIED PETROLEUM GAS CODE, WHICHEVER IS APPLICABLE,

SHALL BE MET.

NFPA 30A CHAPTER 8

ELECTRICAL INSTALLATIONS

(EXISTING)

8.2.1* IN MAJOR REPAIR GARAGES WHERE CNG VEHICLES ARE REPAIRED OR

STORED, THE AREA WITHIN 455MM(18 IN.) OF THE CEILING SHALL BE

DESIGNATED A CLASS I, DIVISION 2 HAZARDOUS (CLASSIFIED) LOCATION.

EXCEPTION: IN MAJOR REPAIR GARAGES, WHERE VENTILATION EQUAL TO

NOT LESS THAN FOUR AIR CHANGES PER HOUR IS PROVIDED, THIS

REQUIREMENT SHALL NOT APPLY.

AREA MODIFICATIONS:

SPRINKLER

506.3

WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC

SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 THE AREA

LIMITATION SPECIFIED IN TABLE 503 SHALL BE INCREASED 200 PERCENT FOR

BUILDINGS WITH MORE THAN 1 FLOOR ABOVE GRADE PLANE AND 300 PERCENT

FOR BUILDINGS WITH NO MORE THAN ONE STORY ABOVE GRADE PLANE.

SEPARATED OCCUPANCIES

508.4

ASSEMBLY AND STORAGE S-1 OCCUPANIES TO HAVE A 1 HOUR SEPARATION

FIRE PROTECTION RATINGS:

PRIMARY STRUCTURAL FRAME

EXTERIOR BEARING WALLS

EXTERIOR NONLOAD-BEARING

WALLS (NOTE 2)

INTERIOR BEARING WALLS,

COLUMNS, AND STRUCTURAL

FRAME

CORRIDOR

FLOOR CONSTRUCTION &

SECONDARY MEMBERS

ROOF CONSTRUCTION &

SECONDARY MEMBERS

INTERIOR NON-BEARING

WALLS

0-HOUR

0-HOUR

0-HOUR

0-HOUR

0-HOUR

0-HOUR

0-HOUR

0-HOUR

STRUCTURAL ELEMENT

(NOTE 1)

TYPE IIB UNPROTECTED STRUCTURE

FIRE SEPARATION DISTANCE

BUILDINGS ON THE SAME LOT

(705.3)

FOR THE PURPOSES OF DETERMINING THE REQUIRED WALL AND OPENING

PROTECTION AND ROOF-COVERING REQUIREMENTS, BUILDINGS ON THE SAME

LOT SHALL BE ASSUMED TO HAVE AN IMAGINARY LINE BETWEEN THEM. WHERE

A NEW BUILDING IS TO BE ERECTED ON THE SAME LOT AS AN EXISTING

BUILDING, THE LOCATION OF THE ASSUMED IMAGINARY LINE WITH RELATION

TO THE EXISTING BUILDING SHALL BE SUCH THAT THE EXTERIOR WALL AND

OPENING PROTECTION OF THE EXISTING BUILDING MEET THE CRITERIA AS SET

FORTH IN SECTIONS 705.5 AND 705.8

AUTOMATIC SPRINKLER

SYSTEM

(903.2.1.2, 903.2.1.3,903.2.9)

REQUIRED / PROVIDED

STANDPIPE SYSTEM

(905.3.1)

NOT REQUIRED

PORTABLE FIRE

EXTINGUISHERS

(906.2.1)

REQUIRED / PROVIDED

EMERGENCY POWER SYSTEM

(1006, 1011)

REQUIRED / PROVIDED

EMERGENCY POWER SYSTEM

(1006.3, 1011.5.5)

PROVIDED FOR THE FOLLOWING SYSTEMS:

EXIT SIGNS

EGRESS LIGHTING

FIRE ALARM SYSTEM AND ALL ASSOCIATED DEVICES

*THE SYSTEM IS POWERED BY A SOURCE APPROVED BY NFPA 70, THE

NATIONAL ELECTRIC CODE.

PASSIVE FIRE SAFETY FEATURES:

CONSTRUCTION

(TABLE 601)

FIRE-RESISTANCE RATING REQUIREMTNS FOR BUILDING ELEMENTS:

STRUCTURAL FRAME: 0-HR

FLOOR: 0-HR

ROOF: 0-HR

EXTERIOR WALLS: 0-HR

OPENINGS

(TABLE 705.8)

SEPARATION DISTANCE

10' TO LESS THAN 15'

15' TO LESS THAN 20'

20' OR GREATER

UNPROTECTED OPENINGS

45%

75%

UNLIMITED

INTERIOR FINISH THE MAXIMUM CLASS INTERIOR FINISH MATERIAL PERMITTED FOR USE ON

WALLS AND CEILINGS IN THE FULLY SPRINKLED BUILDING IS LIMITED AS

FOLLOWS:

(TABLE 803.3) USE

ASSEMBLY

BUSINESS

S-1

S-2

EXITS

B

B

C

C

EXIT

B

C

C

C

EXIT

C

C

C

C

OCCUPANT LOAD:

OCCUPANT LOAD

CALCULATIONS

THE OCCUPANT LOAD CALCULATIONS MUST NOT BE LESS THAN THE NUMBER

DETERMINED BY DIVIDING THE FLOOR AREA ASSIGNED TO THAT USE BY THE

OCCUPANT LOAD FACTORS OUTLINED BY THE CODE. THE FOLLOWING

OCCUPANT LOAD CALCULATIONS ARE APPLICABLE FOR THE BUILDING.

USE AREA OCC. LOAD FACTOR OCC.

OCCUPANT LOAD:

EXIT CAPACITY

36" = 167

pr = 340

40" = 190

THE FOLLOWING EXIT CAPACITY FACTORS ARE APPLICABLE FOR A FULLY

SPRINKLED BUILDING:

EXIT ELEMENT

HORIZONTAL TRAVEL

(DOORS, RAMPS, CORRIDORS)

VERTICAL TRAVEL (STAIRS)

CAPACITY FACTOR

0.15 INCHES PER PERSON

O.3 INCHES PER PERSON

LENGTH OF EGRESS TRAVEL

WITH SPRINKLER SYSTEM

(1017.2)

OCCUPANCY

B

A

S-1

S-2

DISTANCE

300FT

250FT

400FT (1017.2.2)

400FT

MAX. DEAD END COORIDOR

(1018.3)

B - 50FT

A - 20FT

MINIMUM CORRIDOR WIDTH

CORRIDOR FIRE RATING

44 INCHES WHEN SERVING A OCCUPANT LOAD GREATER THAN 50

0 HOUR

EGRESS WIDTH PER

OCCUPANT

OCCUPANTS CAPACITY

FACTOR

REQUIRED

INCHES

PROVIDED

INCHES

FLOOR 1 1564 0.15 234.6

NUMBER OF EXITS REQUIRED

(1006.3.1)LEVEL REQUIRED PROVIDED

ADDITION

NEW STRUCTURE

EXISTING FIRST FLOOR

1-500

1-500

501-1,000

2

2

3

3

4

9

ARRANGEMENT OF EXITS

(1015.3)

WHEN TWO EXITS ARE REQUIRED THEY MUST BE SEPARATED BY A DISTANCE

EQUAL TO 1/3 THE MAXIMUM OVERALL DIAGONAL OF THE SPACE, ROOM, OR

BUILDING MEASURED IN A STRAIGHT LINE BETWEEN THE (CENTERLINE OF)

EXITS OR EXIT ACCESS DOORS.

EXIT DISCHARGE

(1027.1)

EXITS SHALL DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING.

ACCESSIBLE ENTRANCES

(1105)

60% OF PUBLIC ENTRANCES TO BE ACCESSIBLE.

ACCESSIBLE PARKING

REQUIREMENTS

(1106)

PROVIDE ADA PARKING SPACES: 501-1000 = 2% OVER 1001 20 + 1%.

ACCESSIBLE LOCKER

COMPONENTS

(222.2)

IF LOCKERS ARE PROVIDED, AT LEAST 5%, BUT NOT LESS THAN ONE OF EACH

TYPE SHALL BE ACCESSIBLE.

PLUMBING FIXTURE REQUIREMENTS:

ACCESSIBLE ENTRANCES

(1007.1)

EXCEPTION #1; ACCESSIBLE MEANS OF EGRESS ARE NOT REQUIRED IN

ALTERATIONS TO EXISTING BUILDINGS.

DIRECTION OF SWING

(1010.1.2.1)

PIVOT OR SIDE-HINGED SWINGING DOORS SHALL SWING IN THE DIRECTION OF

EGRESS TRAVEL WHERE SERVING A ROOM OR AREA CONTAINING AN

OCCUPANT LOAD OF 50 OR MORE PERSONS OR A GROUP H OCCUPANCY.

MAXIMUM FLOOR AREA

ALLOWANCE PER OCCUPANT

(TABLE 1004.1.2)

LOCKER ROOMS -1 OCC/ 50 NET SQFT. MEN'S LOCKER AND RESTROOM EQUALS

1285SF RESULTING IN 26OCC LOAD. THE LOCKER IS OCCUPANCY TYPE S, PER

TABLE 1006.3.2 A SECOND EXIT IS NOT REQUIRED.

CLIMATE ZONE - 5 [COOL-HUMID (A)]

THERMAL CRITERIA - 5400 < HDD65DEG</=7200

ENERGY CODE APPLICABLE TO COLUMBUS

2012 IECC

2010 ASHRAE 90.1

*IECC IS THE MORE RESTRICTIVE CODE

TO ACHIEVE LEED POINTS, INCREASE R-VALUE.

1-PT = 10%

2-PT = 20%

ROOF - INSULATION ENTIRELY ABOVE DECK

(IECC-C402.2) R-25 / R-30

(LEED 2-PT) 25*.2=5

WALLS, ABOVE GRADE-METAL FRAMED

(IECC-C402.2) R-13 + R-13ci

(IECC-C402.1.4) U-0.052 / U-0.0416

(LEED 2-PT) 0.052*.2=0.0104

WALLS, ABOVE GRADE-MASS

(IECC-C402.2) R-13 + R-13ci

(IECC-C402.1.4) U-0.052 / U-0.0416

(LEED 2-PT) 0.052*.2=0.0104

VERTICAL FENESTRATION, FIXED FENESTRATION

(IECC-C402.3) U-.38

VERTICAL FENESTRATION, SHGC

(IECC - C402.3) SHGC - 0.4

SKYLIGHTS,

(IECC - C402.3) U-.5

C402.2.1.1 ROOF REPLACEMENT. FOR ROOF REPLACEMENTS, WHERE THE EXISTING ROOF ASSEMBLY IS PART

OF THE BUILDLING THERMAL ENVELOPE AND CONTAINS INSULATION ENTIRELY ABOVEDECK, ROOF

REPLACEMENT SHALL INCLUDE COMPLIANCE WITH THE REQUIREMENTS OF TABLE C402.1.2 OR TABLE C402.2

THE COTA FIELDS AVENUE RENOVATION PROJECT WILL ADD FUELING AND STORAGE OF COMPRESSED

NATURAL GAS (CNG) BUSES, AND ADD OVERNIGHT CHARGING AND STORAGE FOR 10 BATTERY ELECTRIC

BUSES. THIS RENNOVATION WILL REMOVE DIESEL BUS FUELING. THE PRIMARY COMPONENTS OF THE

PROJECT ARE; 1) A NEW CNG COMPRESSING PLANT (6600 SF EXTERIOR SPACE W/ EQUIPMENT TO COMPRESS

AND STORE NATURAL GAS), 2) A NEW CNG FUELING STATION (3-FUEL ISLANDS UNDER A 4594 SF CANOPY,

SUPPORTED BY A 1230 SF BLDG.) 3) A NEW BUILDING ADDITION CONTAINING A BUS WASH (9100 SF ADDITION

INCLUDING FACILITIES SHOP, BUS WASH, AND MECH. SPACE) AND 4) A NEW PERIMETER LOOP ROAD TO

PROVIDE FULL AND COMPLETE PERIMETER ACCESS FOR THE COLUMBUS DEPT. OF FIRE. TO MEET CNG CODE

THERE WILL BE A MAJOR UPGRADE TO THE BUILDING’S HVAC SYSTEMS, AND THE INSTALLATION OF A GAS

DETECTION SYSTEM. ADDITIONALLY, THE ROOF MEMBRANE AND INSULATION WILL BE REPLACED AND THE

HIGH-BAY LIGHTING INSIDE OF THE GARAGE WILL BE UPGRADED TO LED FIXTURES.

WALLS, BELOW GRADE- BELOW-GRADE WALL

(IECC-C402.2) R-7.5ci / R-9.0ci

(LEED 2-PT) 7.5*.2=1.5

FLOORS - MASS

(IECC-C402.2) R-10ci / R-12ci

(ASHRAE - 5.5-5) R-10.4ci / R-12.48ci

(LEED 2-PT) 10*.2=2.08

SLAB-ON-GRADE FLOORS, UNHEATED SLABS

(IECC-C402.2) R-10 for 24" below / R-12

(LEED 2-PT) 10*.2=2.0

OPAQUE DOORS (LESS THAN 50% GLASS AREA), SWINGING

(IECC-C402.2) U-0.37 / R-2.70 / R-3.24

(LEED 2-PT) 2.70*.2 = .54

OPAQUE DOORS, ROLL-UP

(IECC-C402.2) R-4.75 / R-5.7

(LEED 2-PT) 4.75*.2 =.95

2405.5 FRAMING SKYLIGHTS SET AT AN ANGLE OF LESS THAN 45 DEGREES (0.79 RAD) FROM THE

HORIZONTAL PLANE SHALL BE MOUNTED AT LEAST 4 INCHES (102 MM) ABOVE

THE PLANE OF THE ROOF ON A CURB CONSTRUCTED AS REQUIRED FOR THE

FRAME.

ENERGY DATA:

BOARD OF BUILDING APPEALS

(APPROVED VARIANCE)

CASE NO. 18-0188, ADJUDICATION ORDER NO. A/O2018-016NAP.

VARIANCE IS CONDITIONED UPON THE FOLLOWING:

1. THE WEST WALL FO THE NEW ADDITION SHALL BE PROVIDED WITH A 4 HOUR

RATING TO THE STIFSFACTION OF THE BUIDLING OFFICIAL.

2. AN EARLY WARNING SMOKE DETECTION SYSTEM SHALL EB INSTALLED ALONG

THE WESTERN AND SOUTHERN WASLL WITHIN THE BUILDING TO THE

SATISFACTION OF THE BUILDING AND FIRE OFFICIALS.

3. THIS VARIANCE IS GRANTED BASED ON THE USE, CONSTRUCTION, OCCUPANT

LOAD, SQUARE FOOTAGE AND LEVEL OF ACTIVITY IDENTIFIED ON TEH

APPROVED CONSTRUCTION DOCUMENTS INCLUDING THE MAINTENANCE OF ALL

BUILDING SYSTEMS AND ANY CONDITIONS REQUIRED HEREIN.

ROOF REPLACEMENT:

REROOFING

(1511.1)

1511.1 GENERAL. MATERIALS AND METHODS OF APPLICATION USED FOR

RECOVERING OR REPLACING AN EXISTING ROOF COVERING SHALL COMPLY

WITH THE REQUIREMENTS OF CHAPTER 15.

EXCEPTIONS:

1. ROOF REPLACEMENT OR ROOF RECOVER OF EXISTING LOW SLOPE ROOF

COVERINGS SHALL NOT BE REQUIRED TO MEET THE MINIMUM DESIGN SLOPE

REQUIREMENT OF ONE-QUARTER UNIT VERTICAL IN 12 UNITS HORIZONTAL (2-

PERCENT SLOPE) IN SECTION 1507 FOR ROOFS THAT PROVIDE POSITIVE ROOF

DRAINAGE.

2. RECOVERING OR REPLACING AN EXISTING ROOF COVERING SHALL NOT BE

REQUIRED TO MEET THE REQUIREMENT FOR SECONDARY (EMERGENCY

OVERFLOW) DRAINS OR SCUPPERS IN SECTION 1503.4 FOR ROOFS THAT

PROVIDE FOR POSITIVE ROOF DRAINAGE. FOR THE PURPOSES OF THIS

EXCEPTION, EXISTING SECONDARY DRAINAGE OR SCUPPER SYSTEMS

REQUIRED IN ACCORDANCE WITH THIS CODE SHALL NOT BE REMOVED UNLESS

THEY ARE REPLACED BY SECONDARY DRAINS OR SCUPPERS DESIGNED AND

INSTALLED IN ACCORDANCE WITH SECTION 1503.4.

W/C (8.12-MEN) (8.12-WOMEN)

MEN & WOMEN - 1 PER 100 OCC

LAVS (8.12-MEN)(8.12-WOMEN)


STORAGE - 1623

DF (1.62-TOTAL)

1 PER 1000 OCC

SERVICE SINK (1-TOTAL)

1 REQUIRED

W/C (4.08-MEN) (4.08-WOMEN)


FOR FIRST 50, 1 PER 50 FOR

REMAINING

LAVS (2.3-MEN) (2.3-WOMEN)


FOR THE FIRST 80, 1 PER 80 FOR

REMAINING

BUNSINESS B - 104

DF (1.04-TOTAL)

1 PER 100 OCC SERVICE SINK (1-TOTAL)

1 REQUIRED

2902.3.2 LOCATION OF TOILET FACILITIES IN OCCUPANCIES OTHER THAN MALLS- IN OCCUPANCIES OTHER

THAN COVERED AND OPEN MALL BUILDINGS, THE REQUIRED PUBLIC AND EMPLOYEE TOILET FACILITIES SHALL

BE LOCATED NOT MORE THAN ONE STORY ABOVE OR BELOW THE SPACE REQUIRED TO BE PROVIDED WITH

TOILET FACILITES, AND THE PATH OF TRAVEL TO SUCH FACILITES SHALL NOT EXCEED A DISTANCE OF 500 FT.

2902.1.1 FIXTURE CALCULATIONS; TO DETERMINE THE OCCUPANT LOAD OF EACH SEX, THE TOTAL OCCUPANT

LOAD SHALL BE DIVIDED IN HALF. TO DETERMINE THE REQUIRED NUMBER OF FIXTURES, THE FIXTURE RATIO

OR RATIOS FOR EACH FIXTURE TYPE SHALL BE APPLIED TO THE OCCUPANT LOAD OF EACH SEX IN

ACCORDANCE WITH TABLE 2902.1. FRACTIONAL NUMBERS RESULTING FROM APPLYING THE FIXTURE RATIOS

OF TABLE 2902.1 SHALL BE ROUNDED UP TO THE NEXT WHOLE NUMBER. FOR CALCULATIONS INVOLVING

MULTIPLE OCCUPANCIES, SUCH FRACTIONAL NUMBERS FOR EACH OCCUPANCY SHALL FIRST BE SUMMED AND

THEN ROUNDED UP TO THE NEXT WHOLE NUMBER.

EXCEPTION: THE TOTAL OCCUPANT LOAD SHALL NOT BE REQUIRED TO BE DIVIDED IN HALF WHERE APPROVED

STATISTICAL DATA INDICATE A DISTRIBUTION OF THE SEXES OF OTHER THAN 50 PERCENT OF EACH SEX.

W/C (16-MEN) (8-WOMEN) LAVS (10-MEN) (10-WOMEN ) DF (4-TOTAL) SERVICE SINK (3-TOTAL)

(S-1 -242 , S-2 - 1381)

EXISTING

W/C (13-MEN) (13-WOMEN) LAVS (11-MEN) (11-WOMEN) DF (3-TOTAL) SERVICE SINK (2-TOTAL)

W/C (20-MEN) (10-WOMEN) LAVS (14-MEN) (11-WOMEN) DF (4-TOTAL) SERVICE SINK (3-TOTAL)

REQUIRED

PROVIDED

DRAWING NO.

DATES AND REVISIONS

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-307

6

AB

BR

EV

IAT

ION

S, L

EG

EN

DS

& C

OD

E D

AT

A

JBREVICK

KEMLING


11/28/18 / 85% DD




G1.1

CODE DATA

APPLICABLE CODE:

YEAR, STANDARD

GENERAL BUILDING AREA:

OCCUPANCY CLASSIFICATION

TYPE OF CONSTRUCTION

ALLOWABLE HEGHT AND BUILDING AREA

COTA Fields Ave CNG Renovation1333 Fields AveColumbus OH, 43215-3076

2017 OHIO BUILDING CODE

2017 OHIO MECHANICAL CODE

2017 OHIO PLUBMING CODE

2017 NATIONAL ELECTRIC CODE

2017 OHIO FIRE CODE

STORAGE S-2

TYPE IIB

Proposed Height: 1 STORY, 28'-0"

Permitted Height: 3 STORIES, 55'-0"

2012 IECC/ASHRAE 90.1-2010 (WITH AMENDMENTS)

B 1204 SF 20 SF 60

B 4404 SF 100 SF 44

5608 SF 104

S-1 673 SF 100 SF 7

S-1 42864 SF 200 SF 214

S-1 6305 SF 300 SF 21

49842 SF 242

S-2 3419 SF 15 SF 228

S-2 3501 SF 50 SF 70

S-2 1186 SF 100 SF 12

S-2 200355 SF 200 SF 1002

S-2 20771 SF 300 SF 69

229231 SF 1381

2 03/15/19 / ADDENDUM #2

Area of Property: 471,391 SF (10.8 ACRES)Parking Required: 296 Space + 6 Handicapped SpacesParking Provided: 325 Spaces + 6 Handicapped SpacesParcel ID: 010-037757-00Zoning: M-MANUFACTURING

2

UP

DN

DN

UP

UP

DN

20.0'

#2142

A

1615

B

S-1

S-2

B

C

D

E

F

G

1413121110987654321

A-1

A-2

A-3

A-5

B-G

200355 SFBUS STOR.

200 SF/OCC.

42683 SFMAINT.

200 SF/OCC.

4058 SFSTOR.

300 SF/OCC.

136 SFOFFICE

100 SF/OCC.

324 SFSTOR.

300 SF/OCC.

891 SFRECEIVING

300 SF/OCC.

156 SFSTOR.

300 SF/OCC.

306 SFSTOR.

300 SF/OCC.

391 SFSTOR.

300 SF/OCC.

1337 SFBREAKROOM

15 SF/OCC.

462 SFMECH.

300 SF/OCC.

642 SFADMIN.

100 SF/OCC.

771 SFMECH.

300 SF/OCC.

3264 SFMECH.

300 SF/OCC.

1011 SFBOILER

300 SF/OCC.

117 SFSTOR.

300 SF/OCC.

181 SFMEN'S

200 SF/OCC.

208 SFOFFICE

100 SF/OCC.

66 SFSTOR.

300 SF/OCC.

194 SFOFFICE

100 SF/OCC.

135 SFOFFICE

100 SF/OCC.

578 SFELEC.

300 SF/OCC.

1431 SFMECH.

300 SF/OCC.

383 SFSTOR.

300 SF/OCC.

1821 SFSTOR.

300 SF/OCC.

543 SFADMIN.

100 SF/OCC.

59 SFELEC.

300 SF/OCC.

1714 SFADMIN.

100 SF/OCC.

382 SFMECH.

300 SF/OCC.

141 SFELEC.

300 SF/OCC.

180 SFSTOR.

300 SF/OCC.

86 SFELEC.

300 SF/OCC.

EX

ITA

DA 220

32-7/8"

EX

ITA

DA446

67"

EX

ITA

DA220

32-7/8"

B-E.5

4813 SFBUS WASH

300 SF/OCC.

1399 SFLOCKER

50 SF/OCC.

499 SFLOCKER

50 SF/OCC.

686 SFMECH.

300 SF/OCC.

86 SFJAN.

300 SF/OCC.

1332 SFSTOR.

300 SF/OCC.

752 SFSTOR.

300 SF/OCC.

375 SFSTOR.

300 SF/OCC.

100 SFELEC.

300 SF/OCC.

471 SFSTOR.

300 SF/OCC.

358 SFSTOR.

300 SF/OCC.

833 SFELEC.

300 SF/OCC.

2345 SFADMIN.

100 SF/OCC.

1204 SFCLASSROOM

20 SF/OCC.

2082 SFBREAKROOM

15 SF/OCC.

1602 SFLOCKER

50 SF/OCC.

345 SFADMIN.

100 SF/OCC.

311 SFMECH.

300 SF/OCC.

82 SFSTOR.

300 SF/OCC.

FE-1

FE-1

EF-1

EF-1EF-1EF-1EF-1EF-1EF-1

EF-1EF-1EF-1EF-1EF-1

EF-1 EF-1 EF-1 EF-1 EF-1 EF-1 EF-1 EF-1 EF-1 EF-1 EF-1

EF-1 EF-1 EF-1 EF-1 EF-1 EF-1 EF-1EF-1 EF-1 EF-1 EF-1

EXITADA

446

67"

EXITADA

220

32-7

/8"

EXITADA

220

32-7

/8"

EXITADA

220

32-7

/8"

EX

ITA

DA 220

32-7/8"

EXITADA

220

32-7

/8"

EXITADA

220

32-7

/8"

EXITADA

220

32-7

/8"

EXITADA

220

32-7

/8"

EF-1EF-1EF-1EF-1EF-1EF-1EF-1EF-1 EF-1 EF-1EF-1

EXITADA

220

32-7

/8"

29

5'-

0" -

TO

EX

IT

340'-0" - TO EXIT

EXIT

220

32-7

/8"

155'-0" - TO EXIT

335'

-0" - T

O EXIT

EXITADA

220

32-7

/8"

EXITADA

446

67"

400'-0" - TO EXIT

395'-0" - TO EXIT

12

5'-

0" -

TO

EX

IT

E.T.R. MEN'S

1-LAV, 2-WC

E.T.R. WOMEN'S

1-LAV, 2-WC

E.T.R. MEN'S

1-LAV, 2-WC

E.T.R. WOMEN'S

1-LAV, 1-WC

E.T.R. MEN'S

1-LAV, 1-WC

E.T.R. WOMEN'S

1-LAV, 1-WC

E.T.R. MEN'S

1-LAV, 2-WC

EX

ITA

DA446

67"

EX

ITA

DA220

32-7/8"

144'

-0" - T

O EXIT

12

0'-

0" -

TO

EX

IT

WOMEN'S

4-LAV, 4-WC

MEN'S

5-LAV, 7-WC

FE-1

FE-1FE-1FE-1

FE-1

FE-1

FE-1

FE-1

FE-1

FE-1

FE-1

FE-1

FE-1

FE-1

FE-1

FE-1

FE-1

FE-1FE-1

4HR RATED WALL

3HR RATED WALL

FIE

LDS

AV

EN

UE

RUMPKE BLDG.

FIE

LDS

AV

EN

UE

3HR RATED WALL

65

'-0

" -

TO

EX

IT

EXITADA

22032-7/8"

FIRE ALARM

CONTROL PANEL

FIRE ALARM

SYSTEM PANEL

2

2

LIFE SAFETY PLAN LEGEND

2 HOUR RATED FIRE PARTITION


SMOKE RATED PARTITION

EX

ITA

DA #

##EXIT INFORMATION

ACTUAL # OF

OCCUPANTS

MAX # OF OCCUPANTS

EGRESS PATH W/ LONGEST

TRAVEL DISTANCE

EXIT SIGN, REFER TO ELEC DWGS

20 MIN RATED FIRE DOOR ASSEMBLY

180 MIN RATED FIRE DOOR ASSEMBLY

BRACKET MOUNTED FIRE EXTINGUISHER


100' - 0"

SUPPORTING STRUCTURE IN THIS

AREA ONE-HOUR RATED

RECESSED MOUTNED FIRE

EXTINGUISHER CABINET

FEC-2

FE-1

SURFACE MOUTNED FIRE

EXTINGUISHER CABINET

FEC-3

OCCUPANCY LEGEND

PLAN

NORTH

DRAWING NO.

DATES AND REVISIONS

NOTICEARCH

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RLB NO.:

CHECKED BY:

DRAWN BY:

KEY PLAN

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JBREVICK

KEMLING


11/28/18 / 85% DD




G1.10

LIFE SAFETY USE GROUP AREA SCHEDULE

CLASS. FUNCTION AREA SF / OCC # OF OCC. REMARKS

B CLASSROOM 1204 SF 20 SF 60.2

B ADMIN. 4404 SF 100 SF 44.0

B 5608 SF 104.2

S-1 OFFICE 673 SF 100 SF 6.7

S-1 MAINT. 42683 SF 200 SF 213.4

S-1 MEN'S 181 SF 200 SF 0.9

S-1 RECEIVING 891 SF 300 SF 3.0

S-1 STOR. 5414 SF 300 SF 18.0

S-1 49842 SF 242.1

S-2 BREAKROOM 3419 SF 15 SF 227.9

S-2 ADMIN. 1186 SF 100 SF 11.9

S-2 ELEC. 227 SF 300 SF 0.8 NEW STRUCTURE

S-2 MECH. 382 SF 300 SF 1.3 NEW STRUCTURE

S-2 STOR. 180 SF 300 SF 0.6 NEW STRUCTURE

S-2 BOILER 1011 SF 300 SF 3.4

S-2 BUS STOR. 200355 SF 200 SF 1001.8

S-2 BUS WASH 4813 SF 300 SF 16.0 BLD. ADDITION

S-2 ELEC. 1570 SF 300 SF 5.2

S-2 JAN. 86 SF 300 SF 0.3

S-2 LOCKER 3501 SF 50 SF 70.0

S-2 MECH. 6924 SF 300 SF 23.1

S-2 STOR. 5577 SF 300 SF 18.6

S-2 229231 SF 1380.8

GRAND TOTALS 284682 SF 1727.1

SCALE: 1/32" = 1'-0"G1.10

1 FIRST FLOOR LIFE SAFETY PLAN

2 03/15/19 / ADDENDUM #2

addendum a 1333 fields ave columbus oh, 43215-3076...2019/03/18 · es1.11 electrical site utility...

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