TARTA_TASK8_-_Transit_Hub_Elevator_Addition_-_Dwgs.pdf

PDF 11 MB Posted Aug 31, 2026

Attached to: Transit Hub Elevator Addition
Solicitation number: 2026-REQ-071
Issued by: Lucas County, Ohio

About this file

Written by GovTribe AI · Sep 29, 2026

This is a set of architectural and engineering drawings for the Transit Hub Elevator Addition project at the Toledo Area Regional Transit Authority (TARTA) facility located at 612 N. Huron Street, Toledo, Ohio 43604. The project scope includes the addition of a new passenger elevator on the exterior of the building to provide accessibility to all building levels and the demolition of an exterior loading area. The elevator addition will be approximately 74 square feet and connect basement, first floor, and roof parking levels. The project team includes Richard L. Bowen & Associates Inc. as the architect, DGL Consulting Engineers LLC as the structural and survey engineer, and Heapy Engineering as the electrical, plumbing, and mechanical engineer. The drawing set is dated July 31, 2026 for the bid set phase and includes comprehensive plans covering architectural, structural, plumbing, mechanical, and electrical systems across multiple floor levels.

The project must comply with the 2024 Ohio Building Code, 2024 Ohio Existing Building Code, 2024 Ohio Mechanical Code, 2024 Ohio Plumbing Code, 2023 NFPA 70 National Electrical Code, 2017 Ohio Fire Code, and relevant accessibility standards including ICC A117.1 and ASME A17.1/CSA B44 elevator standards. The building is classified as Type IB construction with a gross building area of 100,495 square feet in the Downtown Commercial zoning district. The existing structure includes moderate-hazard storage on the basement level, business use with accessory assembly on the first floor, and low-hazard storage on the roof parking level. All existing conditions must be verified prior to commencement of work, and all existing utilities must be located before starting any excavation or digging operations.

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TASK8_Elevator_Bid_Breakdown.pdf	PDF	Aug 31, 2026
TARTA_TASK8_-_Transit_Hub_Elevator_Addition_-_Project_Manual.pdf	PDF	Aug 31, 2026
Lobbying_Certifcation_.pdf	PDF	Aug 31, 2026
Declaration_of_Non-Collusion_SH.pdf	PDF	Aug 31, 2026

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TARTA

612 N. HURON ST,

TOLEDO, OH 43604

419.243.7433 (PH)

CONTACT PERSON: KATTIE BOND

RICHARD L. BOWEN & ASSOCIATES INC.

2019 CENTER STREET, SUITE 500

CLEVELAND, OHIO 44113

216.389.2156 (PH)

CONTACT PERSON: KEN EMLING

STRUCTURAL ENGINEER

ARCHITECT

OWNER

DGL CONSULTING ENGINEERS, LLC

6060 ROCKSIDE WOODS BLVD N, SUITE 317

INDEPENDENCE, OH 44131

440.527.1202 (PH)

CONTACT PERSON: KYLE LAYTON

ELECTRICAL ENGINEER

HEAPY ENGINEERING

1422 EUCLID AVE. STE 1162

CLEVELAND, OH 44115

216.862-5846 (PH)

CONTACT PERSON: TIM KRZYWICKI

SURVEY ENGINEER

DGL CONSULTING ENGINEERS, LLC

6060 ROCKSIDE WOODS BLVD N, SUITE 317

INDEPENDENCE, OH 44131

440.527.1202 (PH)

CONTACT PERSON: KYLE LAYTON

PLUMBING ENGINEER

HEAPY ENGINEERING

1422 EUCLID AVE. STE 1162

CLEVELAND, OH 44115

216.862.5846 (PH)

CONTACT PERSON: TIM KRZYWICKI

MECHANICAL ENGINEER

HEAPY ENGINEERING

1422 EUCLID AVE. STE 1162

CLEVELAND, OH 44115

216.862-5846 (PH)

CONTACT PERSON: TIM KRZYWICKI

1. ALL EXISTING CONDITIONS TO BE VERIFIED PRIOR TO COMMENCEMENT OF WORK. IN

THE EVENT OF ANY DISCREPANCIES, REPORT SAID ANOMALIES TO THE ARCHITECT.

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

3. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT FOR ALL DIMENSION QUESTIONS.

4. DIMENSIONS ARE FROM THE FACE OF MASONRY FOR MASONRY WALLS, U.N.O.

5. FOR GYPSUM WALLS, DIMENSIONS ARE TO FACE OF GYPSUM BOARD, U.N.O.

6. FOR EXISTING WALLS, DIMENSIONS ARE TO EXISTING WALL FACE, U.N.O.

7. DIMENSIONS WITH “HOLD, MIN, MAX, CLEAR” ARE TO FINISHED FACE, U.N.O.

UNDERGROUND UTILITIES

TWO WORKING DAYS BEFORE DIGGING CALL #800-362-2764 (TOLL FREE). OHIO UTILITIES

PROTECTION SERVICE . NON-MEMBERS MUST BE CALLED DIRECTLY

ISSUES AND REVISIONS

DateNo.

NOTICE

THIS ARCHITECTURAL AND

ENGINEERING DRAWING IS GIVEN

IN CONFIDENCE. NO USE OR

DISSEMINATION MAY BE MADE

WITHOUT PRIOR WRITTEN

CONSENT OF THE ARCHITECT.

ALL RIGHTS ARE HEREBY

SPECIFICALLY RESERVED.

DRAWING NO.

RLB NO.:

CHECKED BY:

DRAWN BY:

Description

C en te r

S t, S ui te

C le ve la nd

O hi o

P ho ne

F ax

-8 w w w .r lb a.

co m

V A

T O

R A

D D

M A ut od es k

D oc s:

//T

A R

T A

D ow nt ow n

T ra ns it

H ub

/A R

C H

_T A

R T

A -D ow nt ow n

T ra ns it

H ub

-0

rv t

- ELEVATOR ADDITION

T A

R T

A D

O W

N T

O W

N T

R A

N S

U B

13828.8

N . H

U R

O N

S T

D O

, O H

C O

V E

R S

H E

E T

DJK & SS

JULY 31, 2026

612 N. HURON ST., TOLEDO, OH 43604BID SET

DRAWING INDEX

NUMBER NAME

GENERAL

CS COVER SHEET

CODE AND LIFE SAFETY

AG0.1 ABBREVIATIONS, SYMBOLS, LEGENDS, AND CODE DATA

AG1.1 LIFE SAFETY PLAN - BASEMENT

AG1.2 LIFE SAFETY PLAN - FIRST FLOOR

AG2.1 LIFE SAFETY PLAN - ROOF

ARCHITECTURAL

AD1.1 ENLARGED DEMOLITION PLANS

A0.1 PARTITION SCHEDULE AND DETAILS

A1.1 OVERALL FLOOR PLAN - BASEMENT

A1.2 OVERALL FLOOR PLAN - FIRST FLOOR

A2.1 OVERALL ROOF PLAN

A5.1 WALL AND PARTIAL BUILDING SECTIONS

A6.1 DOOR AND FENESTRATION ELEVATION, SCHEDULE, AND DETAILS

A7.1 ENLARGED ELEVATOR PLANS, ELEVATIONS, AND DETAILS

A7.2 ELEVATOR PLAN AND SECTION DETAILS

A9.0 INTERIOR FINISHES PLAN, ELEVATION, SCHEDULE AND DETAILS

STRUCTURAL

S0.1 STRUCTURAL NOTES AND SPECIFICATIONS

S1.1 ELEVATOR FOUNDATION & BASEMENT PLANS

S1.2 ELEVATOR FIRST FLOOR WALL PANS

S1.3 ELEVATOR PARKING LEVEL AND ROOF PLANS

S2.1 ELEVATOR SHAFT MASONRY ELEVATIONS

S5.1 CONCRETE AND MASONRY DETAILS

PLUMBING

P0.1 PLUMBING LEGEND, INDEX & GENERAL NOTES

P0.2 PLUMBING SCHEDULES, DETAILS, AND DIAGRAMS

P2.1 PLUMBING PLAN - BASEMENT - NEW WORK

P2.2 PLUMBING PLAN - FIRST FLOOR - NEW WORK

GENERAL PROJECT NOTES INDEX OF DRAWINGSSITE LOCATION MAP

PROJECT SITE

PROJECT TEAM

DRAWING INDEX

NUMBER NAME

MECHANICAL

M0.1 MECHANICAL LEGEND, INDEX & GENERAL NOTES

M0.2 MECHANICAL SCHEDULES

M2.3 MECHANICAL PLAN - ROOF - NEW WORK

ELECTRICAL

E0.1 ELECTRICAL LEGEND, INDEX & GENERAL NOTES

E0.5 ELECTRICAL DETAILS

E2.1 ELECTRICAL BASEMENT FLOOR LIGHTING PLAN - NEW WORK

E3.1 ELECTRICAL BASEMENT FLOOR POWER & SYSTEMS PLAN - NEW WORK

E3.3 ELECTRICAL ROOF FLOOR POWER & SYSTEM PLAN - NEW WORK

07/17/26 OWNER REVIEW

08/31/26 BID SET

TARTA DOWNTOWN TRANSIT HUB

ALIGN

NOTE: THIS LEGEND DOES NOT ASSUME THAT

ALL ABBREVIATIONS ARE USED.

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

CORR

CPT

CRS

DIA

DIM

DBL

DEM

DET

ENCL

ELEC

DWG

E.J.

LIN

IRWC

INTMD

HDWD

INT

JAN

INV

INSUL

LAV

LAM

LLH

LLV

HVAC

HORIZ

DEEP

ENCLOSED (SURE)

EXPANSION JOINT

EACH FACE

ELEVATION

ELEVATOR

ELECTRICAL

DOOR

DETAIL

EACH

DRAWING

DRINKING FOUNTAIN

DEMISING

DIAMETER

DIMENSION

DOWN SPOUT

DOWN

DOUBLE

CERAMIC TILE

CORRIDOR

CARPET TILE

COURSE

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

CCT

CAR

C/L

ACOUST

ACT

A/C

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

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

CONSTRUCTION JOINT

CENTER TO CENTER

BUILT UP ROOFING

BOTTOM

CENTER LINE

BEAM

BEARING

BUILDING

BLOCKING

BRICK

GROUND FACE CONCRETE

MASONRY UNITS

GLAZED FACE CONCRETE

GYPSUM WALL BOARD

GYPSUM PLASTER

HIGH, HEIGHT

HAND DRYER

HANDICAPPED

HARDWARE

GLASS BLOCK

GLASS, GLAZING

FACTORY MUTUAL

FIRE RETARDANT TREATED WOOD

FOLDING SHOWER SEAT

GENERAL CONTRACTOR

FOOTING

GAUGE

GRAB BAR

GALVANIZED

FIRE RATED

FOOT

FIXT

EQUIP

ETC

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

ANGLE

AND

FIRE EXTINGUISHER

FIRE HOSE CABINET

FIRE EXTINGUISHER CABINET

ELECTRIC WATER COOLER

FIXTURE

FIRE HYDRANT

FINISH

FLOOR

FLOOR DRAIN

EXTERIOR

EXISTING

EQUAL

EQUIPMENT

ET CETERA

EACH WAY

WPT

W/O

WWF

RECESSED FOOT GRILLE

RAIN WATER CONDUCTOR

REINFORCING BAR

RIGHT-OF-WAY

ROOM

REQUIRED

ROOF DRAIN

REPRESENTATIVE

REINFORCEMENT

RECTANGULAR

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

TYP

TTD

OUTSIDE DIAMETER

OVERFLOW ROOF DRAIN

PERIMETER

PROPERTY LINE

PLATE

PARTITION

ON CENTER

OPPOSITE

OPENING

SVT

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

STC

STL

STD

SIM

MIRROR

MAXIMUM

MATERIAL

MAINTENANCE

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

FND FOUNDATION

RO ROUGH OPENING

RCP REFLECTED CEILING PLAN

ELEV ELEVATION

VIF VERIFY IN FIELD

E.T.R. EXISTING TO REMAIN

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

EXISTING CONSTRUCTION

CMU - SOLID

CMU - HOLLOW

PLYWOOD

ACOUSTIC CEILING TILE

CONTINUOUS WOOD FRAMING

WOOD BLOCKING

BATT INSULATION

CELULAR INSULATION

INTERIOR ELEVATION

EXTERIOR ELEVATION

ROOM FINISH TAG

(SEE FINISH PLANS)

KEYNOTE

WINDOW/GLAZING TAG

CEILING TAG

(SEE RCP's)

ALIGN GEOMETRY

DOOR TAG

(SEE FLOOR PLANS)

BUILDING SECTION

WALL SECTION

DETAIL SECTION

DETAIL REFERENCE

VIEW #

SHEET #

VIEW #

SHEET #

VIEW #

SHEET #

VIEW #

ENLARGED PLAN /

DETAIL CALLOUT

VIEW #

SHEET #

VIEW #

SHEET #

VIEW #

STRUCTURAL LEVELS

EXISTING

GRID HEAD

NEW

GRID HEAD

Level 1

0' - 0"

LEVEL NAME

ELEVATION

DEMOLITION NOTE

(SEE DEMOLITION PLANS)

PROJECT

NORTH

TRUE

NORTH

NORTH ARROW

CEILING

TYPE

CEILING

HEIGHT

WALL TAG

(SEE FLOOR PLANS)

WALL TYPE

FIRE RATING

ROOM TAG

(SEE FLOOR PLANS)

DESCRIPTION

SPEC REFERENCE

STRUCTURAL GRIDS

SHEET #

VIEW #

DOOR #

EXTERIOR MATERIAL TAG

(SEE EXTERIOR ELEVATIONS)

ROOM

NAME

ROOM

NUMBER AREA

(IF APPLCABLE)

IGNORE (INTERNAL USE ONLY)

FLOORING TRANSITION TAG

(SEE FINISH PLANS)

FLOORING

TYPE

ROOM

NUMBER

WALLS

BASE

FLOOR

ROOM NAME

INTERIOR MATERIAL TAG

(SEE INTERIOR ELEVATIONS)??-#

EQUIPMENT / ACCESSORY

TAG??-#

SIGNAGE TAG

(SEE SIGNAGE PLANS)SN-#

SCOPE WILL INCLUDE THE ADDITION OF NEW PASSENGER ELEVATOR AT THE EXTERIOR TO PROVIDE ACCESSIBILITY TO ALL

BUILDING LEVELS AND DEMOLITION OF AN EXTERIOR LOADING AREA.

GENERAL AND BUILDING AREA

APPLICABLE CODE:

2024, OHIO BUILDING CODE

2024 OHIO EXISTING BUILDING CODE

2024 OHIO BUILDING CODE

2024 OHIO MECHANICAL CODE

2024 OHIO PLUMBING CODE

2023 NFPA 70 (NATIONAL ELECTRICAL CODE)

2017 OHIO FIRE CODE

2017 IECC (INTERNATIONAL ENERGY CONSERVATION CODE)

2017 ICC A117.1 ACCESSIBILITY AND USABLE BUILDINGS AND FACILITIES

ASME A17.1/CSA B44, ASME A17.7/CSA B44.7 (ELEVATOR)

PARCEL ID AND AREA 154-4184 (612 N. HURON ST. TOLEDO) – GROSS BUILDING AREA (GBA) 100,495 SF

ZONING CD (10CD) - DOWNTOWN COMMERCIAL, MARKET AREA 2006C

USE AND OCCUPANCY

(OBC CHAPTER 3)

BASEMENT LEVEL: MODERATE-HAZARD STORAGE (S-1)

FIRST FLOOR: BUSINESS (B) WITH ACCESSORY ASSEMBLY (A-3) SPACES

ROOF PARKING: LOW-HAZARD STORAGE (S-2)

NO CHANGE, EXISTING TO REMAIN.

CONSTRUCTION

CLASSIFICATION

(OBC 602)

TYPE IB.

EXISTING; NO CHANGE. EXTERIOR WALL ASSEMBLIES WILL MATCH EXISTING.

MEANS OF EGRESS

(CHAPTER 10)

180 FEET MAXIMUM ALLOWABLE (SPRINKLERED).

26' - 5" EXISTING / 38' - 5" PROPOSED AT ELEVATOR HOISTWAY ONLY.

BUILDING FLOOR AREA

(OBC TABLE 506.2)

UNLIMITED. ELEVATOR ADDITION: 74 SF

FIRE-RESISTANT RATINGS

(TABLE 601)

TYPE IB

PRIMARY STRUCTURE: 2-HOUR REQUIRED EXISTING TO REMAIN.

BEARING WALL, EXTERIOR: 2-HOUR REQUIRED N/A

BEARING WALL, INTERIOR: 2-HOUR REQUIRED N/A

NON-BEARING WALL, INTERIOR: 0-HOUR REQUIRED 0-HOUR PROVIDED

FLOOR CONSTRUCTION: 2-HOUR REQUIRED EXISTING TO REMAIN.

ROOF CONSTRUCTION: 1-HOUR REQUIRED 1-HOUR PROVIDED

2024 OHIO EXISTING BUILDING CODE

PRESCRIPTIVE COMPLIANCE METHOD

THE PROJECT WILL COMPLY WITH THE PRESCRIPTIVE COMPLIANCE METHOD WHERE

SECTIONS 302 THROUGH 309 AND APPLICABLE SECTIONS OF CHAPTER 5 WILL APPLY FOR

ADDITIONS.

APPLICABILITY

(301.3, 301.3.1)

EXISTING MATERIALS

(302.3)

MATERIALS ALREADY IN USE IN A BUILDING IN COMPLIANCE WITH REQUIREMENTS OR

APPROVALS IN EFFECT AT THE TIME OF THEIR ERECTION OR INSTALLATION SHALL BE

PERMITTED TO REMAIN IN USE UNLESS DETERMINED BY THE BUILDING OFFICIAL TO

BE UNSAFE.

COMPLIES. ABATEMENT WILL BE CONDUCTED FOR INSULATION THAT MAY CONTAIN

ASBESTOS.

NEW AND REPLACED

MATERIALS

(302.4)

EXCEPT AS OTHERWISE REQUIRED OR PERMITTED BY THIS CODE, MATERIALS PERMITTED

BY THE APPLICABLE CODE FOR NEW CONSTRUCTION SHALL BE USED. LIKE MATERIALS

SHALL BE PERMITTED FOR REPAIRS AND ALTERATIONS, PROVIDED THAT UNSAFE

CONDITIONS ARE NOT CREATED. HAZARDOUS MATERIALS SHALL NOT BE USED WHERE THE

CODE FOR NEW CONSTRUCTION WOULD NOT PERMIT THEIR USE IN BUILDINGS OF SIMILAR

OCCUPANCY, PURPOSE AND LOCATION.

COMPLIES. NEW AND REPLACED MATERIALS ARE NON-HAZARDOUS

NEW STRUCTURAL

MEMBERS AND

CONNECTIONS

(302.4.1)

NEW STRUCTURAL MEMBERS AND CONNECTIONS SHALL COMPLY WITH THE DETAILING

PROVISIONS OF THE BUILDING CODE FOR NEW BUILDINGS OF SIMILAR STRUCTURE,

PURPOSE AND LOCATION.

COMPLIES. MODIFICATIONS TO STRUCTURE WHERE ADDITION OCCURS IS NOTED ON

THE STRUCTURAL DRAWINGS AND WILL BE REQUIRED TO MEET CURRENT CODE. REFER

STRUCTURAL DWGS.

ADDITIONS

(306.6)

COMPLIES. THE NEW ELEVATOR AND ITS COMPONENTS WILL BE ACCESSIBLE. THE

ELEVATOR DOES NOT AFFECT ACCESSIBILITY TO A PRIMARY FUNCTION. ALL OTHER

ELEVATORS ARE EXISTING TO REMAIN.

ACCESSIBLE MEANS OF

EGRESS

(306.7.2)

COMPLIES. THE WORK DOES NOT INCLUDE ANY ADDITION OF MEANS OF EGRESS. ALL

MEANS OF EGRESS ARE EXISTING TO REMAIN.

MAINTENANCE AND

REPAIRS

(306.3)

COMPLIES. GIVEN THE FOOTPRINT AT THE EXTERIOR WALL, THE WORK DOES NOT AFFECT

EXISTING ACCESSIBILITY OR MEANS OF EGRESS. THE CONTRACTOR WILL BE REQUIRED TO

MAINTAIN ACCESSIBLE MEANS OF EGRESS FOR WORKERS DURING DEMOLITION AND NEW

WORK.

ADDITIONS AND

REPLACEMENTS

(309.2)

COMPLIES. SEE REFERENCES TO CHAPTERS 14 AND 26 BELOW.

2024 OHIO BUILDING CODE

TYPE I CONSTRUCTION

(OBC 503.1.3)

BUILDINGS OF TYPE I CONSTRUCTION PERMITTED TO BE OF UNLIMITED TABULAR BUILDING

HEIGHTS AND AREAS ARE NOT SUBJECT TO THE SPECIAL REQUIREMENTS THAT ALLOW

UNLIMITED AREA BUILDINGS IN SECTION 507 OR UNLIMITED BUILDING HEIGHT IN SECTIONS

503.1.1 AND 504.3 OR INCREASED BUILDING HEIGHTS AND AREAS FOR OTHER TYPES OF

CONSTRUCTION.

BUILDING HEIGHT

(OBC TABLE 504.3)

VERTICAL OPENING

(712)

WHERE EXTERIOR WALLS SERVE AS A PART OF A REQUIRED SHAFT ENCLOSURE, SUCH

WALLS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 705 FOR EXTERIOR WALLS

AND THE FIRE-RESISTANCE-RATED ENCLOSURE REQUIREMENTS SHALL NOT APPLY.

FIRE RESISTANCE

RATING

(713.4)

SHAFT ENCLOSURE FIRE RATING WHERE CONNECTING LESS THAN FOUR STORIES

1 HR REQUIRED / 1 HR PROVIDED.

EXTERIOR WALLS

FIRE-RESISTANCE

(TABLE 705.5)

FIRE-SEPARATION DISTANCE (18' - 7") IS GREATER THAN 10 AND LESS THAN 30

1 HR REQUIRED / 1 HOUR PROVIDED

MAX AREA OF EXTERIOR

WALL OPENING

(TABLE 705.8)

75% ALLOWABLE (UP, S)

NEW EXTERIOR UNPROTECTED OPENING AT ELEVATOR ADDITION = 18.38 SF (1.87% OF NEW

EXTERIOR WALL)

CONTINUITY

(713.5)

JOINT AT SHAFT ENCLOSURE SHALL BE CONTINUOUS WITH EXISTING RATED FLOOR.

ENCLOSURE AT TOP

(713.12)

TOP OF SHAFT ENCLOSURE EXTENDS TO THE UNDERSIDE OF ROOF DECK. ROOF DECK

COMPLIES WITH IB CONSTRUCTION.

OPENING FIRE

PROTECTION

ASSEMBLIES, RATINGS

AND MARKINGS

(TABLE 716.1 (2))

MIN FIRE DOOR AND FIRE SHUTTER ASSEMBLY

1 HR REQUIRED / 1 HR PROVIDED.

FIRE & SMOKE PROTECTION FEATURES

(CHAPTER 7)

FIRE PROTECTION RATINGS

(CHAPTER 6)

ACCESSIBILITY FOR

EXISTING BUILDINGS

(306.1)

COMPLIES. THE ELEVATOR IS DESIGNED TO BE ACCESSIBLE IN ACCORDANCE WITH THE

APPLICABLE SECTIONS OF THIS CODE AND THE APPLICABLE SECTIONS OF THE ICC A117.1

STANDARD REFERENCED IN CHAPTER 16 AND ASME A17.1/CSA B44, ASME A17.7/CSA B44.7

ELEVATORS

(306.7.7)

COMPLIES. THE WORK INCLUDES A NEW ELEVATOR THAT COMPLIES WITH ASME A17.1/CSA

B44, ASME A17.7/CSA B44.7

ADDITIONS

(CHAPTER 5)

COMPLIANCE METHODS

(CHAPTER 3)

GENERAL

(502.1)

COMPLIES. SEE REFERENCES TO REQUIREMENTS OF THE BUILDING CODE FOR NEW

CONSTRUCTION BELOW.

NOT EXCEEDING

ALLOWABLE HEIGHT

(502.1.2.2)

COMPLIES. ADDITION DOES NOT CREATE A FIRE AREA. ADDITION INCLUDES HOISTWAY

SHAFT AND LOBBY ON AN OPEN ROOF. ADDITION DOES NOT EXCEED ALLOWABLE HEIGHT.

180 FEET MAXIMUM ALLOWABLE. 26' - 5" EXISTING / 38' - 5" PROPOSED AT ELEVATOR

HOISTWAY ONLY.

RISK CATEGORY RISK CATEGORY II.

MULTIPLE OCCUPANCIES

(1004.4)

ALL MEANS OF EGRESS ARE EXISTING TO REMAIN. WORK IS LIMITED TO ELEVATOR

ADDITION; AND DOES NOT INCLUDE ADDITIONAL OCCUPIED AREAS OR OCCUPANT LOAD.

ACCESSIBILITY

(CHAPTER 11)

MULTIPLE OCCUPANCIES

(1004.4)

EXIT ACCESS TRAVEL

DISTANCE

(TABLE 1017.2)

A-3 200 FEET MAX. REQUIRED EXISTING TO REMAIN

B 200 FEET MAX. REQUIRED EXISTING TO REMAIN

S-1 300 FEET MAX. REQUIRED EXISTING TO REMAIN

S-2 300 FEET MAX. REQUIRED EXISTING TO REMAIN. 55'-9" PROVIDED WITHIN

AREA OF WORK. SEE PLAN.

REQUIRED / PROVIDED

PARKING GARAGE

ENTRANCES

(1105.1.2)

ACCESSIBLE ENTRANCE REQUIRED / PROVIDED

HOISTWAY OPENING

PROTECTION

(1020.2.1)

ELEVATOR LOBBIES ARE NOT PART OF THE EXISTING MEANS OF EGRESS SYSTEM.

HOISTWAY OPENING PROTECTION IS NOT PROVIDED.

MULTISTORY BUILDINGS

AND FACILITIES

(1104.4)

ELEVATOR ADDITION CONNECTING ALL LEVELS IS FULLY ACCESSIBLE.

ELEVATOR REQUIREMENTS

(CHAPTER 30)

EMERGENCY ELEVATOR

COMMUNICATION SYSTEMS

(3001.2)

TWO-WAY COMMUNICATION SYSTEM REQUIRED / PROVIDED

ACCESSIBILITY

(3001.4)

THE PASSENGER ELEVATOR IS ACCESSIBLE. HOWEVER, IT WILL NOT SERVE AS PART OF AN

ACCESSIBLE MEANS OF EGRESS SINCE THE OCCUPIED ROOF IS LESS THAN FOUR STORIES

ABOVE THE LEVEL OF EXIT DISCHARGE.

HOISTWAY ENCLOSURES

(3002)

SHAFT ENCLOSURE COMPLIES WITH CHAPTER 7. REFER TO APPLICABLE CODE SECTIONS

ON SHEET AG0.1

EMERGENCY SIGNS

(3002.3)

SIGNAGE REQUIRED / PROVIDED BY MANUFACTURER

EMERGENCY DOORS

(3002.5)

NOT REQUIRED / NOT PROVIDED

FIRE FIGHTERS’

EMERGENCY OPERATION.

(3003.2)

REQUIRED / PROVIDED

FIRE FIGHTERS’

EMERGENCY OPERATION

(3003.2)

PHASE I AND II REQUIRED / PROVIDED

HOISTWAY OPENING

PROTECTION

(3006.2)

NOT REQUIRED / NOT PROVIDED

HOISTWAY DOES NOT CONNECT MORE THAN THREE STORIES.

ASME A17.1

HYDRAULIC ELEVATOR

(PART 3.4.1)

BOTTOM CLEARANCE MIN. 24" BETWEEN PIT FLOOR AND LOWEST MECHANICAL OR

STRUCTURAL PART, EQUIPMENT, OR DEVICE INSTALLED BENEATH THE CAR PLATFORM

REQUIRED / PROVIDED.

PITS

(PART 2.2.2.3, 2.2.2.5)

ELEVATOR PIT FEATURES ZERO FIRE SPRINKLER AND UNDER 25'-0" TRAVEL. PIT WALLS AND

SLAB WILL RECEIVE WATERPROOFING TREATMENT TO RESIST WATER INFILTRATION AS

PERMANENT PROVISION TO PREVENT ACCUMULATION OF GROUND WATER.

SUMP PUMP REQUIRED / PROVIDED.

PIT ACCESS

(PART 2.2.4.1)

PIT ACCESS REQUIRED / PROVIDED BY MEANS OF LOWEST HOISTWAY DOOR.

PIT LADDER

(PART 2.2.4.2)

PIT LADDER REQUIRED / PROVIDED

PIT LIGHTING

(PART 2.2.5)

PIT LIGHTING REQUIRED / PROVIDED

HOISTWAY OPENING

PROTECTION

(3006.3)

1 HR REQUIRED / 1 HR PROVIDED

ROOFTOP STRUCTURES

(CHAPTER 15)

ROOF COVERING

CLASSIFICATION

(TABLE 1505.1)

CLASS B REQUIRED / CLASS A PROVIDED

2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)

CLIMATE ZONE: 5A

OPAQUE THERMAL

ENVELOPE

(TABLE C402.1.4)

ROOF INSULATION ENTIRELY ABOVE DECK: R-30 CI

WALLS ABOVE GRADE, MASS: R-11.4 CI

WALLS BELOW GRADE: R-7.5 CI

SLAB-ON-GRADE FLOORS, UNHEATED: R-10 FOR 24" BELOW

OPAQUE DOORS, SWINGING: U-0.37

FENESTRATION

(TABLE C402.4)

VERTICAL FENESTRATIONS

FIXED FENESTRATION 0.38 REQUIRED / PROVIDED

ENTRANCE DOORS 0.77 REQUIRED / PROVIDED

SHGC PF < 0.2 (N) 0.51 REQUIRED / PROVIDED

(SEW) 0.38 REQUIRED / PROVIDED

VERTICAL FENESTRATION

(C402.4.1)

IN CLIMATE ZONES 1-6, A MAXIMUM OF 40% OF THE GROSS ABOVE-GRADE WALL AREA

SHALL BE PERMITTED TO BE VERTICAL FENESTRATION PROVIDED.

EXISTING GLAZING TO REMAIN: 16.93% (<40%)

EXISTING + ADDED GLAZING (ELEVATOR LOBBY): 17.13% (<40%)

IN BUILDINGS THREE OR MORE STORIES ABOVE GRADE, NOT LESS THAN 25% OF THE NET

FLOOR AREA IS WITHIN DAYLIGHT ZONE.

GLAZING AT BASEMENT AND FIRST FLOOR EXISTING REMAIN.

GLAZING AT ROOF ELEVATOR LOBBY 100% AREA IS WITHIN DAYLIGHT ZONE

VISIBLE TRANSMITTANCE (VT) OF VERTICAL FENESTRATION IS NOT LESS THAN 1.1 TIMES

SHGC.

ISSUES AND REVISIONS

DateNo.

NOTICE

THIS ARCHITECTURAL AND

ENGINEERING DRAWING IS GIVEN

IN CONFIDENCE. NO USE OR

DISSEMINATION MAY BE MADE

WITHOUT PRIOR WRITTEN

CONSENT OF THE ARCHITECT.

ALL RIGHTS ARE HEREBY

SPECIFICALLY RESERVED.

DRAWING NO.

RLB NO.:

CHECKED BY:

DRAWN BY:

Description

C en te r

S t, S ui te

C le ve la nd

O hi o

P ho ne

-8 w w w .r lb a.

co m

V A

T O

R A

D D

M A ut od es k

D oc s:

//T

A R

T A

D ow nt ow n

T ra ns it

H ub

/A R

C H

_T A

R T

A -D ow nt ow n

T ra ns it

H ub

-0

rv t

T A

R T

A D

O W

N T

O W

N T

R A

N S

U B

13828.8

N . H

U R

O N

S T

D O

, O H

A B

B R

E V

S , S

Y M

B O

, L

E G

E N

D S

A N

D C

O D

E D

A T

AG0.1

ABBREVIATIONS

MATERIALS

SYMBOLS CODE DATA

07/17/26 OWNER REVIEW

DJK & SS

FE-1

F E

-1

FE-1

F E

-1

807 SF

2.7 OCC LOAD

807 SF

PAINT AREA

2172 SF

7.2 OCC LOAD

2172 SF

MECHANICAL /

ELECTRICAL

1222 SF

4.1 OCC LOAD

1222 SF

SHOP

1750 SF

5.8 OCC LOAD

1750 SF

STORAGE

OCCUPANCY LEGEND

STORAGE S1

STORAGE S2

1849 SF

6.2 OCC LOAD

1849 SF

WORKSHOP

301 SF

1.0 OCC LOAD

301 SF

CONTROL ROOM

20558 SF

68.5 OCC LOAD

20558 SF

STORAGE

3394 SF

11.3 OCC LOAD

3394 SF

LOADING DOCK

498 SF

1.7 OCC LOAD

498 SF

LOADING DOCK

223 SF

0.7 OCC LOAD

223 SF

IT ROOM

E X

EXIT

E X

EXISTING FIRE

PROTECTION

RISER TO REMAIN

ELEVATOR

EL-1

AREA OF WORK

EXISTING TO REMAIN

EXISTING 1 HOUR FIRE BARRIER

EXISTING 2 HOUR FIRE BARRIER

LIFE SAFETY LEGEND

EXISTING EGRESS

EXIT PATH

ILLUMINATED EXIT SIGN

(COORDINATE WITH ELEC)

FEET

EXIT

## EXIT INFORMATION

# OF OCCUPANTS

MAX # OF

OCCUPANTS

EXISTING EGRESS

COMMON PATH OF TRAVEL

FE-1

EXISTING RECESSED FIRE

EXTINGUISHER CABINETFEC-1

EXISTING SURFACE MOUNTED

FIRE EXTINGUISHER CABINETFEC-2

EXISTING FIRE EXTINGUISHER

WITH WALL BRACKET

CODE REQUIRED SIGNAGE

ISSUES AND REVISIONS

DateNo.

NOTICE

THIS ARCHITECTURAL AND

ENGINEERING DRAWING IS GIVEN

IN CONFIDENCE. NO USE OR

DISSEMINATION MAY BE MADE

WITHOUT PRIOR WRITTEN

CONSENT OF THE ARCHITECT.

ALL RIGHTS ARE HEREBY

SPECIFICALLY RESERVED.

DRAWING NO.

RLB NO.:

CHECKED BY:

DRAWN BY:

Description

C en te r

S t, S ui te

C le ve la nd

O hi o

P ho ne

-8 w w w .r lb a.

co m

V A

T O

R A

D D

M A ut od es k

D oc s:

//T

A R

T A

D ow nt ow n

T ra ns it

H ub

/A R

C H

_T A

R T

A -D ow nt ow n

T ra ns it

H ub

-0

rv t

T A

R T

A D

O W

N T

O W

N T

R A

N S

U B

13828.8

N . H

U R

O N

S T

D O

, O H

E S

A F

E T

Y P

A S

E M

E N

AG1.1

SCALE: 1/8" = 1'-0"AG1.1

LIFE SAFETY PLAN - BASEMENT1

PROVIDED FOR REFERENCE ONLY. SCOPE OF WORK DOES NOT INCLUDE ADDITIONAL OCCUPANT LOAD.

07/17/26 OWNER REVIEW

C -2

FE-1

OCCUPANCY LEGEND

ASSEMBLY A-3

BUSINESS B

1744 SF

116.2 OCC LOAD

1744 SF

MULTIPURPOSE

ROOM

1009 SF

20.2 OCC LOAD

1009 SF

SIMULATION

398 SF

8.0 OCC LOAD

398 SF

CLASSROOM

509 SF

33.9 OCC LOAD

509 SF

BREAKROOM

1694 SF

11.3 OCC LOAD

1694 SF

SHELL SPACE

(OFFICE)

749 SF

49.9 OCC LOAD

749 SF

MULTIPURPOSE

ROOM216 SF

0.7 OCC LOAD

216 SF

STORAGE

212 SF

0.7 OCC LOAD

212 SF

I.T ROOM

898 SF

6.0 OCC LOAD

898 SF

SHELL SPACE

(OFFICE)

1087 SF

7.2 OCC LOAD

1087 SF

OFFICES

1042 SF

6.9 OCC LOAD

1042 SF

SHELL SPACE

(OFFICE)

131 SF

0.9 OCC LOAD

131 SF

OFFICE

135 SF

2.1 OCC LOAD

135 SF

CHANGING

260 SF

5.2 OCC LOAD

260 SF

UNIFORM / LOCKERS

136 SF

0.9 OCC LOAD

136 SF

OFFICE

94 SF

0.3 OCC LOAD

94 SF

STORAGE

203 SF

0.7 OCC LOAD

203 SF

UTILITY

153 SF

0.5 OCC LOAD

153 SF

MEP

348 SF

2.3 OCC LOAD

348 SF

QUIET ROOM

1412 SF

9.4 OCC LOAD

1412 SF

CALL CENTER

83 SF

0.3 OCC LOAD

83 SF

CONTROL ROOM

309 SF

6.2 OCC LOAD

309 SF

CONFERENCE

220 SF

1.5 OCC LOAD

220 SF

OFFICE

90 SF

0.3 OCC LOAD

90 SF

STORAGE

337 SF

2.2 OCC LOAD

337 SF

LOBBY

384 SF

2.6 OCC LOAD

384 SF

LOBBY

420 SF

2.8 OCC LOAD

420 SF

JANITOR / STORAGE

1444 SF

9.6 OCC LOAD

1444 SF

OFFICE

46 SF

0.2 OCC LOAD

46 SF

HVAC

150 SF

1.0 OCC LOAD

150 SF

LOUNGE

E X

EXIT

LINE OF OPERABLE PARTITION

62 OCCUPANTS

WHEN DIVIDED

54 OCCUPANTS

WHEN DIVIDED

ACCESSORY USE

(AREA <10% GROSS AREA)

ACCESSORY USE

(AREA <10% GROSS AREA)

238 SF

1.6 OCC LOAD

238 SF

OFFICE

692 SF

46.1 OCC LOAD

692 SF

BREAK ROOM

1614 SF

10.8 OCC LOAD

1614 SF

OFFICE

339 SF

2.3 OCC LOAD

339 SF

OFFICE

2944 SF

29.4 OCC LOAD

2944 SF

CONCOURSE

682 SF

4.5 OCC LOAD

682 SF

OFFICES

187 SF

0.6 OCC LOAD

187 SF

STORAGE

EXISTING RAMP UP

ELEVATOR

EL-1

618 SF

2.1 OCC LOAD

618 SF

MARKETING

AREA OF WORK

EXISTING TO REMAIN

EXISTING 1 HOUR FIRE BARRIER

EXISTING 2 HOUR FIRE BARRIER

LIFE SAFETY LEGEND

EXISTING EGRESS

EXIT PATH

ILLUMINATED EXIT SIGN

(COORDINATE WITH ELEC)

FEET

EXIT

## EXIT INFORMATION

# OF OCCUPANTS

MAX # OF

OCCUPANTS

EXISTING EGRESS

COMMON PATH OF TRAVEL

FE-1

EXISTING RECESSED FIRE

EXTINGUISHER CABINETFEC-1

EXISTING SURFACE MOUNTED

FIRE EXTINGUISHER CABINETFEC-2

EXISTING FIRE EXTINGUISHER

WITH WALL BRACKET

CODE REQUIRED SIGNAGE

ISSUES AND REVISIONS

DateNo.

NOTICE

THIS ARCHITECTURAL AND

ENGINEERING DRAWING IS GIVEN

IN CONFIDENCE. NO USE OR

DISSEMINATION MAY BE MADE

WITHOUT PRIOR WRITTEN

CONSENT OF THE ARCHITECT.

ALL RIGHTS ARE HEREBY

SPECIFICALLY RESERVED.

DRAWING NO.

RLB NO.:

CHECKED BY:

DRAWN BY:

Description

C en te r

S t, S ui te

C le ve la nd

O hi o

P ho ne

-8 w w w .r lb a.

co m

V A

T O

R A

D D

M A ut od es k

D oc s:

//T

A R

T A

D ow nt ow n

T ra ns it

H ub

/A R

C H

_T A

R T

A -D ow nt ow n

T ra ns it

H ub

-0

rv t

T A

R T

A D

O W

N T

O W

N T

R A

N S

U B

13828.8

N . H

U R

O N

S T

D O

, O H

E S

A F

E T

Y P

T F

AG1.2

SCALE: 1/8" = 1'-0"AG1.2

LIFE SAFETY PLAN - FIRST FLOOR1

PROVIDED FOR REFERENCE ONLY. SCOPE OF WORK DOES NOT INCLUDE ADDITIONAL OCCUPANT LOAD.

07/17/26 OWNER REVIEW

OCCUPANCY LEGEND

STORAGE S2

31019 SF

155.1 OCC LOAD

31019 SF

PARKING

88 SF

0.6 OCC LOAD

88 SF

ELEV. LOBBY

53' - 9"

ELEVATOR

EL-1

AREA OF WORK

EXISTING TO REMAIN

EXISTING 1 HOUR FIRE BARRIER

EXISTING 2 HOUR FIRE BARRIER

LIFE SAFETY LEGEND

EXISTING EGRESS

EXIT PATH

ILLUMINATED EXIT SIGN

(COORDINATE WITH ELEC)

FEET

EXIT

## EXIT INFORMATION

# OF OCCUPANTS

MAX # OF

OCCUPANTS

EXISTING EGRESS

COMMON PATH OF TRAVEL

FE-1

EXISTING RECESSED FIRE

EXTINGUISHER CABINETFEC-1

EXISTING SURFACE MOUNTED

FIRE EXTINGUISHER CABINETFEC-2

EXISTING FIRE EXTINGUISHER

WITH WALL BRACKET

CODE REQUIRED SIGNAGE

ISSUES AND REVISIONS

DateNo.

NOTICE

THIS ARCHITECTURAL AND

ENGINEERING DRAWING IS GIVEN

IN CONFIDENCE. NO USE OR

DISSEMINATION MAY BE MADE

WITHOUT PRIOR WRITTEN

CONSENT OF THE ARCHITECT.

ALL RIGHTS ARE HEREBY

SPECIFICALLY RESERVED.

DRAWING NO.

RLB NO.:

CHECKED BY:

DRAWN BY:

Description

C en te r

S t, S ui te

C le ve la nd

O hi o

P ho ne

-8 w w w .r lb a.

co m

V A

T O

R A

D D

M A ut od es k

D oc s:

//T

A R

T A

D ow nt ow n

T ra ns it

H ub

/A R

C H

_T A

R T

A -D ow nt ow n

T ra ns it

H ub

-0

rv t

T A

R T

A D

O W

N T

O W

N T

R A

N S

U B

13828.8

N . H

U R

O N

S T

D O

, O H

E S

A F

E T

Y P

O O

AG2.1

SCALE: 1/8" = 1'-0"AG2.1

LIFE SAFETY PLAN - ROOF1

PROVIDED FOR REFERENCE ONLY. SCOPE OF WORK DOES NOT INCLUDE ADDITIONAL OCCUPANT LOAD.

07/17/26 OWNER REVIEW

5 6 7

V.I.F.

12' - 9 1/2"

V.I.F.

9' - 7 1/4"

REF STRUCT.

20' - 0"

R E

F S

T R

U C

D26

20' - 0" 20' - 0"

D11

D10

D11

D10

5 6 7

20' - 0" 20' - 0"

D8D8

D26

D26 D12

D21

D41

D12

5 6 7

D25D9

1' - 2"

V.I.F.

10' - 8"

20' - 0" 20' - 0" 20' - 0"

EXISTING EXPANSION JOINT

AND COVER TO REMAIN

V .I.

V.I.F.

25' - 6"

V.I.F.

19' - 9"

1. THIS DRAWING IS FOR GENERAL INFORMATION ONLY AND DOES NOT INDICATE ALL DEMOLITION REQUIREMENTS. REFER TO ALL DRAWINGS, SPECIFICATIONS, AND FIELD CONDITIONS TO DETERMINE THE FULL SCOPE AND SPECIFIC REMOVAL REQUIREMENTS.

2. REMOVE EXISTING ELEMENTS AS INDICATED BY DASHED LINES. SURFACES OF EXISTING AREAS WHICH HAVE BEEN ALTERED BY DEMOLITION NOT SPECIFICALLY CALLED FOR SHALL BE REPAIRED AND FINISHED TO MATCH THE ADJACENT SURFACES. PROTECT ALL REMAINING SURFACES, FLOORS, WALLS AND CEILINGS FROM AREAS OF DEMOLITION AND CONSTRUCTION.

3. INTERIOR RENOVATION SCOPE NOT RELATED TO ELEVATOR UNDER SEPARATE CONTRACT. COORDINATE WITH OWNER.

4. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL DEMOLITION ITEMS AND REQUIREMENTS.

5. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. REPORT ALL DISCREPANCIES TO THE ARCHITECT.

6. PROTECT EXISTING SURFACES TO REMAIN DURING DEMOLITION. DAMAGE TO SURFACES NOT BEING DEMOLISHED SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE.

7. IN AREAS WHERE DEMOLITION CAUSES UNEVENNESS AND/OR VOIDS IN THE FLOORS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND

FLOOR LEVELING TO LEVEL THE FLOOR WITH ADJACENT SURFACES. REFER TO SECTION 035416 FOR LEVELING AND MATERIAL REQUIREMENTS.

8. COORDINATE TEMPORARY FACILITIES AND LAY DOWN AREA WITH OWNER.

9. COORDINATE DISCONNECTION OF UTILITIES WITH OWNER PRIOR TO START OF WORK.

GENERAL NOTES - DEMOLITION

D27

STORAGE

AREA

ISSUES AND REVISIONS

DateNo.

NOTICE

THIS ARCHITECTURAL AND

ENGINEERING DRAWING IS GIVEN

IN CONFIDENCE. NO USE OR

DISSEMINATION MAY BE MADE

WITHOUT PRIOR WRITTEN

CONSENT OF THE ARCHITECT.

ALL RIGHTS ARE HEREBY

SPECIFICALLY RESERVED.

DRAWING NO.

RLB NO.:

CHECKED BY:

DRAWN BY:

Description

C en te r

S t, S ui te

C le ve la nd , O hi o

P ho ne

1-w w w

.r lb a.

co m

KEYPLAN

V A

T O

R A

D D

M A ut od es k

D oc s:

//T

A R

T A

D ow nt ow n

T ra ns it

H ub

/A R

C H

_T A

R T

A -D ow nt ow n

T ra ns it

H ub

-0

rv t

T A

R T

A D

O W

N T

O W

N T

R A

N S

U B

13828.8

N . H

U R

O N

S T

D O

, O H

E N

G E

D D

E M

N P

AD1.1

SCALE: 1/4" = 1'-0"AD1.1

ENLARGED DEMOLITION FLOOR PLAN - BASEMENT1

DEMOLITION SCHEDULE

TAG WORK DESCRIPTION

51 REMOVE SECURITY GATE FRAME, HARDWARE, ANCHORS AND ATTACHMENTS. PREPARE EXPOSED WALL SURFACES FOR NEW

WORK.

D1 CLEAN AND PREPARE EXISTING SLAB FOR NEW WORK. REFER STRUCTURAL DWGS.

D2 REMOVE CONCRETE SLAB IN PREPARATION OF NEW WORK. REFER STRUCTURAL DWGS.

D6 REMOVE PORTION OF EXTERIOR WALL ASSEMBLY IN PREPARATION OF NEW WORK.

D7 REMOVE PORTION OF EXTERIOR WALL ASSEMBLY AND FOUNDATION AND PREPARE FOR NEW WORK. REFER STRUCTURAL DWGS.

D8 REMOVE EXTERIOR WINDOW FRAME, GLAZING, ANCHORS AND ATTACHMENTS IN THEIR ENTIRETY.

D9 REMOVE PORTION OF LEDGE WALL. PREPARE ADJACENT SURFACE FOR NEW WORK.

D10 REMOVE PORTION OF PARTITION WALL. PREPARATION ADJACENT SURFACES TO RECEIVE NEW FINISHES.

D11 REMOVE DOOR, FRAME, HARDWARE, ANCHORS AND ATTACHMENTS. RE-USE EXISTING ELECTRICAL AND DATA INFRASTRUCTURE FOR NEW DOORS. SEE ELECTRICAL DRAWINGS. PREPARE THRESHOLD TO RECEIVE NEW FLOOR FINISH.

SCALE: 1/4" = 1'-0"AD1.1

ENLARGED DEMOLITION PLAN - FIRST FLOOR2

SCALE: 1/4" = 1'-0"AD1.1

ENLARGED DEMOLITION PLAN - ROOF3

SCALE: 1/4" = 1'-0"AD1.1

ENLARGED DEMOLITION FLOOR PLAN - BASEMENT4

07/17/26 OWNER REVIEW

08/31/26 BID SET

DEMOLITION SCHEDULE

TAG WORK DESCRIPTION

D12 REMOVE MASONRY WALL AS INDICATED IN PLAN. REMOVE WALL BASE, COVERINGS, PANELING AND ALL OTHER FINISH MATERIALS. CLEAN AND PREPARE EXPOSED ADJACENT SURFACES, FLOOR, AND EXISTING TO REMAIN MASONRY SUBSTRATE PER

SPECIFICATIONS TO RECEIVE NEW FINISHES.

D21 REMOVE PLUMBING FIXTURES, SUPPORT, ATTACHMENTS, AND ACCESSORIES. MODIFY PIPING FOR NEW WORKS. PATCH WALL

PRIOR TO APPLYING NEW FINISHES. REFER TO PLUMBING DRAWINGS.

D25 MODIFY EXISTING HANDRAIL IN THE SAME PLACE.

D26 SCOPE NOT IN CONTRACT

D27 REMOVE LOADING DOCK SLAB, ENCLOSURE, OVERHEAD DOORS, FRAME, HARDWARE, ANCHORS AND ATTACHMENTS IN THEIR

ENTIRETY.

D41 REMOVE COUNTERTOPS, CABINETS, SUPPORT BRACKETS, HARDWARE, ANCHORS AND ATTACHMENTS.

CEILING

(SEE RCP)

FLOOR OR ROOF

STRUCTURE ABOVE

FLOOR OR ROOF

STRUCTURE ABOVE

PD-F2 PD-F4

CEILING

(SEE RCP)

FLOOR OR ROOF

STRUCTURE ABOVE

PD-F3

EXISTING SUBSTRATE

SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE

SHIMS AS REQ'D

METAL TRACK

092216.C

5/8 INCH GYPSUM BOARD

092116.A

ACOUSTICAL JOINT SEALANT

079200.E

ACOUSTICAL JOINT SEALANT

079200.E

5/8 INCH GYPSUM BOARD

092116.A

METAL TRACK

092216.C

DEFLECTION TRACK

092216.D

5/8 INCH GYPSUM BOARD

092116.A

METAL TRACK

092216.C

ACOUSTICAL JOINT SEALANT

079200.E

DEFLECTION TRACK

092216.D

ACOUSTICAL JOINT SEALANT

079200.E

SEE SCHEDULE

PD-M1

FLOOR OR ROOF

STRUCTURE ABOVE

(AT NON-RATED

PARTITIONS, PACK JOINT

WITH BATT INSULATION

TO STRUCTURE ABOVE.)

REFER TO STRUCTURAL DRAWINGS

FOR GROUTING REQUIREMENTS

SEE SCHEDULE

PD-M2

REFER TO STRUCTURAL DRAWINGS

FOR GROUTING REQUIREMENTS

CEILING

(SEE RCP)

CEILING

(SEE RCP)

EXTEND CMU BLOCK A

MINIMUM OF ONE

COURSE ABOVE HIGHEST

ADJACENT CEILING

DRILL AND GROUT USING

HILTI HIT-HY200; 8" EMBED

U.N.O. - SEE STRUCTURAL

S E

E S

T R

U C

T U

R A

DRILL AND GROUT USING

HILTI HIT-HY200; 8" EMBED

U.N.O. - SEE STRUCTURAL

S E

E S

T R

U C

T U

R A

HEAD OF WALL JOINT

FIRESTOPPING

078400.D

JOINT REINFORCEMENT - SEE

STRUCTURAL

042000.S

JOINT REINFORCEMENT - SEE

STRUCTURAL

042000.S

STEEL LINTEL - SEE

STRUCTURAL

051200.B

8" M

CONCRETE MASONRY UNIT -

AS SCHEDULED

042000.X1

CONCRETE MASONRY UNIT -

AS SCHEDULED

042000.X1

SOUND BATT INSULATION - AS

SCHEDULED

092116.X1

SOUND BATT INSULATION - AS

SCHEDULED

092116.X1

SOUND BATT INSULATION - AS

SCHEDULED

092116.X1

METAL STUD FRAMING - AS

SCHEDULED

092216.X1

METAL STUD FRAMING - AS

SCHEDULED

092216.X1

METAL STUD FRAMING - AS

SCHEDULED

092216.X1

1. ALL PARTITIONS MAY NOT BE UTILIZED. PARTITION TAGS AND DETAIL NUMBERS MAY NOT BE SEQUENTIAL. REFER TO PARTITION SCHEDULE.

2. FLOOR PLAN DIMENSIONS FOR GYPSUM WALL BOARD PARTITIONS ARE FACE OF FINISH (U.N.O.).

3. AT NON-RATED WALLS, ALL PENETRATIONS TO BE SEALED WITH ACOUSTICAL SEALANT AND BACKER ROD (U.N.O.).

4. AT RATED WALLS, ABOVE CEILING, STENCIL IN 2" BLACK LETTERING @ 25'-0" O.C. THE FOLLOWING: "# HOUR RATED WALL -FIRESTOP ALL

PENETRATIONS".

5. ALL GYPSUM WALL BOARD TO BE TYPE "X" (U.N.O.).

6. PROVIDE ABUSE RESISTANT GYPSUM WALL BOARD AT CORRIDOR AND LOBBY WALLS ON CIRCULATION SIDE.

7. PROVIDE CEMENTITIOUS BACKER BOARD IN LIEU OF GYPSUM BOARD WHERE TILE OCCURS.

8. PROVIDE MOISTURE AND MOLD RESISTANT GYPSUM BOARD AT ALL TOILET ROOM WALLS WHERE TILE DOES NOT OCCUR.

9. PROVIDE CONTROL JOINTS IN ALL GYPSUM BOARD WALLS THAT EXCEED 30 FEET IN LENGTH. CONTROL JOINTS SHALL BE SPACED NOT MORE THAN 30

FEET APART ON CENTER. WHERE POSSIBLE, ALIGN JOINT WITH EDGE OF DOOR FRAME.

10. PROVIDE FACTORY BULLNOSE END WALL AND OUTSIDE CORNER UNITS AT CMU WALLS.

11. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REINFORCING REQUIREMENTS AT CMU WALLS.

12. WHERE GYPSUM BOARD WALLS EXCEED HEIGHT LIMITATIONS SET BY MANUFACTURE, PROVIDE DIAGONAL BRACING AT 4'-0" O.C. MAX.

13. PARTITION TAG MODIFIERS:

NOTE: TAG MODIFIERS ARE FOR REFERENCE PURPOSES ONLY. REFER TO PARTITION SCHEDULE FOR ATTENUATION REQUIREMENTS AND TOP OF WALL

DETAILS.

PARTITION

GROUP

A = INSULATED

K = KNEE WALL

P = PARTIAL HEIGHT

ISSUES AND REVISIONS

DateNo.

NOTICE

THIS ARCHITECTURAL AND

ENGINEERING DRAWING IS GIVEN

IN CONFIDENCE. NO USE OR

DISSEMINATION MAY BE MADE

WITHOUT PRIOR WRITTEN

CONSENT OF THE ARCHITECT.

ALL RIGHTS ARE HEREBY

SPECIFICALLY RESERVED.

DRAWING NO.

RLB NO.:

CHECKED BY:

DRAWN BY:

Description

C en te r

S t, S ui te

C le ve la nd

O hi o

P ho ne

-8 w w w .r lb a.

co m

V A

T O

R A

D D

M A ut od es k

D oc s:

//T

A R

T A

D ow nt ow n

T ra ns it

H ub

/A R

C H

_T A

R T

A -D ow nt ow n

T ra ns it

H ub

-0

rv t

T A

R T

A D

O W

N T

O W

N T

R A

N S

U B

13828.8

N . H

U R

O N

S T

D O

, O H

P A

R T

N S

C H

E D

A N

D D

E T

A0.1

GENERAL PARTITION NOTES

SCALE: 3" = 1'-0"A0.1

PARTITION DETAILS1

PARTITION SCHEDULE ELEVATOR

TAG

BATT

INSULATION

PARTIAL

HEIGHT

PARTITION

DETAIL

FIRE RATING DEPTH STC

RATING NOTESHOURS TEST OVERALL FRAME

GROUP F: SINGLE SIDED GWB

F1P - ● PD-F1 0 - 1 1/2" 7/8" -

F4P - ● PD-F2 0 - 4 1/4" 3 5/8" -

F6 - - PD-F3 0 - 3 1/8" 2 1/2" -

GROUP M: CONCRETE MASONRY UNITS

M7 - - PD-M1 1 U904 7 5/8" -

07/17/26 OWNER REVIEW

FE-1

F E

-1

FE-1

F E

-1

A5.1

-3'-8"

0'-0"

E X

S E

C U

G A

T E

T O

R E

M A

SINK

-2'-4"

0'-0"

BUILDING &

GROUNDS

WORKSHOP

STORAGE

AREA

NEW DOCK

AREA

CORRIDOR

140A

RISER

CLOSET

ELEVATOR

EL-1

SIM

A7.1

A5.1

TOOTH IN INFILL OF DEMO'D OPENING

WITH EXISTING, ALIGN COURSING. MATCH

WIDTH AND FINISHES WITH ADJACENT

EXISTING

R E

F S

T R

U C

REF STRUCT.

20' - 0"

NEW WALLS AND

DOORS NIC.

REINFORCED CONCRETE SLAB

ON GRADE - SEE STRUCTURAL

033000.A

GENERAL NOTES - FLOOR PLAN

1. ALL INTERIOR PARTITION DIMENSIONS ARE TO FACE OF CONCRETE BLOCK, FACE OF

GYPSUM WALL BOARD, OR FACE OF EXISTING WALL UNLESS OTHERWISE NOTED.

2. ALL MASONRY OPENING DIMENSIONS ARE NOMINAL (NOM.) UNLESS OTHERWISE

NOTED.

3. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT

OF WORK. WHEN DIMENSIONS AND/OR CONDITIONS AS INDICATED ON THE DRAWINGS

CONFLICT WITH ACTUAL, CONTACT ARCHITECT FOR CLARIFICATION BEFORE

PROCEEDING WITH WORK.

4. NO ATTEMPT HAS BEEN MADE TO SHOW SECTION CUTS OR DETAIL DESIGNATORS AT

ALL LOCATIONS WHERE SIMILAR CONDITIONS OCCUR. ANY MATERIAL INDICATIONS OR

NOTES SHOWN ON ONE SECTION (USUALLY THE FIRST SECTION OF EACH SHEET),

ELEVATION OR DETAIL ALSO APPLY TO ALL SIMILAR CONDITIONS ON OTHER

SECTIONS, ELEVATIONS, OR DETAILS.

5. SECTIONS AND DETAILS ARE TYPICAL FOR ALL LOCATIONS AT WHICH SIMILAR

CONDITIONS OCCUR UNLESS NOTED AS APPLICABLE TO A SPECIFIC LOCATION ONLY.

EXISTING TO REMAIN

ISSUES AND REVISIONS

DateNo.

NOTICE

THIS ARCHITECTURAL AND

ENGINEERING DRAWING IS GIVEN

IN CONFIDENCE. NO USE OR

DISSEMINATION MAY BE MADE

WITHOUT PRIOR WRITTEN

CONSENT OF THE ARCHITECT.

ALL RIGHTS ARE HEREBY

SPECIFICALLY RESERVED.

DRAWING NO.

RLB NO.:

CHECKED BY:

DRAWN BY:

Description

C en te r

S t, S ui te

C le ve la nd

O hi o

P ho ne

-8 w w w .r lb a.

co m

V A

T O

R A

D D

M A ut od es k

D oc s:

//T

A R

T A

D ow nt ow n

T ra ns it

H ub

/A R

C H

_T A

R T

A -D ow nt ow n

T ra ns it

H ub

-0

rv t

T A

R T

A D

O W

N T

O W

N T

R A

N S

U B

13828.8

N . H

U R

O N

S T

D O

, O H

O V

E R

O R

B A

S E

M E

N T

A1.1

SCALE: 1/8" = 1'-0"A1.1

BASEMENT FLOOR PLAN1

07/17/26 OWNER REVIEW

C -2

FE-1

2 3A 4A

A5.1

ABANDONED

GAS METER

RAMP ABOVE

EXISTING VEHICLE GATE

WITH PEDESTAL

COMMUNICATION AND CARD

READER TO REMAIN.

LOBBY

QUIET

ROOM

MECH

OFFICE

STORAGE

UTILITY

CLASSROOM

DRIVER

SIMULATION

AREA

BREAKROOM

580 SF

MARKETING

MULTIPURPOSE

ROOM A

118A

QA OFFICE

OFFICE

CONFERENCE

ROOM

OFFICE

MULTIPURPOSE

ROOM

ELEVATOR

CONTROL

ROOM

OFFICE

UNISEX

UNIFORM

STORAGE

STREET

SUPERVISOR

VESTIBULE

STORAGE

LOUNGE

HVAC

COMMUNITY

ROOM

CALL

CENTER

FUTURE

TENANT

SPACE

MENS

RESTROOM

WOMENS

RESTROOM

FUTURE

TENANT

SPACE

CORRIDOR

ELEVATOR

LOBBY

CORRIDOR

MOTHERS

ROOM

CORRIDOR

STORAGE &

JANITOR

ELEC

CORRIDOR

CONF.

109A

CHANGING

ROOM

ETR.

UNISEX

MULTIPURPOSE

ROOM B

118B

SF9

MECH

STORAGE

OFFICE

CEO

OFFICE

MECH

SOFFIT ABOVE

FUTURE

TENANT

SPACE

OFFICE

CHANGING

ROOM

(ADA)

SOFFIT ABOVE

ELEVATOR

EL-1

ADMIN

OFFICE

SIM

A7.1

A5.1

3/A6.32/A6.3

6/A6.3

5/A6.3

A8.10

A7.11

10/A7.6

GENERAL NOTES - FLOOR PLAN

1. ALL INTERIOR PARTITION DIMENSIONS ARE TO FACE OF CONCRETE BLOCK, FACE OF

GYPSUM WALL BOARD, OR FACE OF EXISTING WALL UNLESS OTHERWISE NOTED.

2. ALL MASONRY OPENING DIMENSIONS ARE NOMINAL (NOM.) UNLESS OTHERWISE

NOTED.

3. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT

OF WORK. WHEN DIMENSIONS AND/OR CONDITIONS AS INDICATED ON THE DRAWINGS

CONFLICT WITH ACTUAL, CONTACT ARCHITECT FOR CLARIFICATION BEFORE

PROCEEDING WITH WORK.

4. NO ATTEMPT HAS BEEN MADE TO SHOW SECTION CUTS OR DETAIL DESIGNATORS AT

ALL LOCATIONS WHERE SIMILAR CONDITIONS OCCUR. ANY MATERIAL INDICATIONS OR

NOTES SHOWN ON ONE SECTION (USUALLY THE FIRST SECTION OF EACH SHEET),

ELEVATION OR DETAIL ALSO APPLY TO ALL SIMILAR CONDITIONS ON OTHER

SECTIONS, ELEVATIONS, OR DETAILS.

5. SECTIONS AND DETAILS ARE TYPICAL FOR ALL LOCATIONS AT WHICH SIMILAR

CONDITIONS OCCUR UNLESS NOTED AS APPLICABLE TO A SPECIFIC LOCATION ONLY.

EXISTING TO REMAIN

SCALE: 1/8" = 1'-0"A1.2

FIRST FLOOR PLAN1

ISSUES AND REVISIONS

DateNo.

NOTICE

THIS ARCHITECTURAL AND

ENGINEERING DRAWING IS GIVEN

IN CONFIDENCE. NO USE OR

DISSEMINATION MAY BE MADE

WITHOUT PRIOR WRITTEN

CONSENT OF THE ARCHITECT.

ALL RIGHTS ARE HEREBY

SPECIFICALLY RESERVED.

DRAWING NO.

RLB NO.:

CHECKED BY:

DRAWN BY:

Description

C en te r

S t, S ui te

C le ve la nd

O hi o

P ho ne

-8 w w w .r lb a.

co m

V A

T O

R A

D D

M A ut od es k

D oc s:

//T

A R

T A

D ow nt ow n

T ra ns it

H ub

/A R

C H

_T A

R T

A -D ow nt ow n

T ra ns it

H ub

-0

rv t

T A

R T

A D

O W

N T

O W

N T

R A

N S

U B

13828.8

N . H

U R

O N

S T

D O

, O H

O V

E R

O R

S T

O R

A1.2

07/17/26 OWNER REVIEW

143B

EXISTING RAMP DN

A5.1 A7.1

EXISTING

STAIRWAY TO

REMAIN

EXISTING STAIRWAY & MECH.

PENTHOUSE TO REMAIN

EXISTING MECHANICAL

UNIT TO REMAIN

EXISTING EXPANSION

JOINT TO REMAIN

ALL EXISTING PAVEMENT MARKINGS,

POLE LIGHTS, AND OTHER

FURNISHINGS TO REMAIN.

EXISTING STANDARD PARKING: 65

EXISTING ACCESSIBLE PARKING: 4 (6%)

TOTAL EXISTING PARKING: 69

ALL EXISTING PAVEMENT MARKINGS,

POLE LIGHTS, AND OTHER

FURNISHINGS TO REMAIN.

EXISTING EXHAUST

FAN TO REMAIN

EXISTING HVAC

EQUIPMENT TO REMAIN

EXISTING HVAC

EQUIPMENT TO REMAIN

19' - 9" 26' - 4"

EXISTING ROOF DRAIN TO

REMAIN, TYP.

EXISTING ROOF DRAIN TO

REMAIN, TYP.

EXISTING ROOF DRAIN TO

REMAIN, TYP.

A5.1

A5.10

ISSUES AND REVISIONS

DateNo.

NOTICE

THIS ARCHITECTURAL AND

ENGINEERING DRAWING IS GIVEN

IN CONFIDENCE. NO USE OR

DISSEMINATION MAY BE MADE

WITHOUT PRIOR WRITTEN

CONSENT OF THE ARCHITECT.

ALL RIGHTS ARE HEREBY

SPECIFICALLY RESERVED.

DRAWING NO.

RLB NO.:

CHECKED BY:

DRAWN BY:

Description

C en te r

S t, S ui te

C le ve la nd

O hi o

P ho ne

-8 w w w .r lb a.

co m

V A

T O

R A

D D

M A ut od es k

D oc s:

//T

A R

T A

D ow nt ow n

T ra ns it

H ub

/A R

C H

_T A

R T

A -D ow nt ow n

T ra ns it

H ub

-0

rv t

T A

R T

A D

O W

N T

O W

N T

R A

N S

U B

13828.8

N . H

U R

O N

S T

D O

, O H

O V

E R

R O

O F

A2.1

SCALE: 1/8" = 1'-0"A2.1

02 PARKING LEVEL PLAN1

07/17/26 OWNER REVIEW

FIRST FLOOR

BASEMENT

-11' - 8"

ROOF

11' - 2"

A7.2

1/2" / 1'-0" A7.2

CONCRETE MASONRY UNIT

042000.A

INSULATED METAL WALL

PANELS

074213.C

A R

O P

E N

1/ 2"

STEEL LINTEL - SEE

STRUCTURAL

PENDANT LIGHT FIXTURE - SEE

ELECT.

260000.D

METAL FURRING CHANNEL

092216.B

PIT ACCESS LADDER

055133.E

OPP. SIDE (SEE PLANS)

PAINTED HPC-1

P E

R M

A N

U F

A C

T U

R E

STRUCTURAL STEEL FRAMING

051200

2" M

INSULATED METAL WALL

PANELS

074213.C

STEEL FRAMING - SEE

STRUCTURAL

PAINT PT-1

FLOOR FINISH MAY OCCUR.

REFER FINISH PLANS

FLOOR FINISH MAY OCCUR.

REFER FINISH PLANS

A7.2

A F

A7.2

FULLY ADHERED TPO

MEMBRANE

075423.A

FOUNDATION DRAIN MAY

OCCUR - SEE STRUCTURAL

SLOPE GRADE AWAY

FROM WALL ASSEMBLY.

CONCRETE MASONRY UNIT

042000.A

METAL FURRING CHANNEL

092216.B

D E

P T

4' -0

INSULATED METAL WALL

PANELS

074213.C

STRUCTURAL STEEL FRAMING

051200

REINFORCED CONCRETE

FOOTING - SEE STRUCTURAL

033000.F

10 5/8"

CONCRETE FACED INSULATION

PANEL

POLY-ISO BOARD INSULATION

072100.D

P A

N E

L H

V A

A7.2

C O

O R

D W

/M A

N F

. C

A R

O P

E N

A R

O P

E N

1-HR RATED AT HOISTWAY

SPRAY-APPLIED

FIREPROOFING

078100.A

T R

A V

E L

T A

N C

HYDRAULIC ELEVATOR

142400

STEEL FRAMING - SEE

STRUCTURAL

PAINT PT-1

PAINT HPC-1

ACOUSTICAL CEILING PANEL

095100.A

REFER CEILING PLANS

ADA CURB RAMP CURB. REFER

STRUCTURAL

B /O

T U

R E

HVAC EQUIP - SEE HVAC

230000.C

ROOF

11' - 2"

GROUT FILLED STEEL PIPE

BOLLARD

055000.L

PLASTIC BOLLARD COVER

055000.M

REFER STRUCTURAL.

1/4" RADIUS AT OUTSIDE

EDGES.

REINFORCED CONCRETE SLAB

ON DECKING - SEE

STRUCTURAL

EXISTING CONCRETE

ROOF.

INSULATED METAL WALL

PANELS

074213.C

CONCRETE MASONRY UNIT

042000.A

SIM

A7.2

3-5/8 INCH COLD-FORMED

METAL FRAMING

054000.A

METAL FURRING CHANNEL

092216.B

R-VALUE: 30

SIM

A7.2

FIRST FLOOR

BASEMENT

-11' - 8"

ROOF

11' - 2"

D E

P T

REFER STRUCTURAL

2' - 0"

FOUNDATION DRAIN MAY

OCCUR - SEE STRUCTURAL

CONCRETE FACED INSULATION

PANEL

FLUID-APPLIED WATERPROOFING

071400.A

REINFORCED CONCRETE

FOOTING - SEE STRUCTURAL

CONCRETE MASONRY UNIT

042000.A

SLOPE GRADE AWAY

FROM WALL.

POLY-ISO BOARD INSULATION

072100.D

SIM

A7.2

SIM

A7.2

FIRST FLOOR

BASEMENT

-11' - 8"

ROOF

11' - 2"

CONCRETE MASONRY UNIT

042000.A

BRICK VENEER

042000.C

E X

T O

R E

M A

EXISTING LOADING

DOCK TO REMAIN

MATCH EXISTING

COLOR AND

COURSING

SCALE: 1/2" = 1'-0"A5.1

PARTIAL BUILDING SECTION - ELEVATOR4

SCALE: 3/4" = 1'-0"A5.1

WALL SECTION3

ISSUES AND REVISIONS

DateNo.

NOTICE

THIS ARCHITECTURAL AND

ENGINEERING DRAWING IS GIVEN

IN CONFIDENCE. NO USE OR

DISSEMINATION MAY BE MADE

WITHOUT PRIOR WRITTEN

CONSENT OF THE ARCHITECT.

ALL RIGHTS ARE HEREBY

SPECIFICALLY RESERVED.

DRAWING NO.

RLB NO.:

CHECKED BY:

DRAWN BY:

Description

C en te r

S t, S ui te

C le ve la nd

O hi o

P ho ne

-8 w w w .r lb a.

co m

V A

T O

R A

D D

M A ut od es k

D oc s:

//T

A R

T A

D ow nt ow n

T ra ns it

H ub

/A R

C H

_T A

R T

A -D ow nt ow n

T ra ns it

H ub

-0

rv t

T A

R T

A D

O W

N T

O W

N T

R A

N S

U B

13828.8

N . H

U R

O N

S T

D O

, O H

W A

N D

P A

R T

B U

S E

C T

A5.1SCALE: 1/2" = 1'-0"A5.1

WALL SECTION2

SCALE: 3/4" = 1'-0"A5.1

WALL SECTION1

07/17/26 OWNER REVIEW

8" 6'

IG-1 IG-1

A6.1

2" 3' - 3" 3' - 4"

(FULL LITE)

SEE SCHEDULE

6" 6"

S E

E S

C H

E D

GENERAL NOTES - DOOR ASSEMBLIES

1. REFER TO SECTION 08 71 00 FOR DOOR HARDWARE SETS, FINISHES, AND PERFORMANCE

REQUIREMENTS.

2. REFER TO DOOR SCHEDULE FOR DOOR PANEL AND FRAME INFORMATION

3. CARD READERS, ELECTRIC STRIKES, AND OTHER ELECTRIFIED HARDWARE MAY OCCUR.

REFER TO ELECTRICAL DRAWINGS FOR CONDUIT ROUGH-IN LOCATIONS.

4. REINFORCE STOREFRONT FRAMING AT EXTERIOR DOOR JAMBS.

5. FURNISH AND INSTALL DOOR HARDWARE, INCLUDING CLOSERS AND THRESHOLDS IN

COMPLIANCE WITH ADA AND BUILDING CODE REQUIREMENTS.

6. CURTAINWALL FRAMING IS FACTORY FINISHED, U.N.O.

7. DOOR AND FRAME FIELD FINISHES SHALL BE SPRAY-APPLIED OR ROLLED TO ELIMINATE

BRUSH MARKS.

8. ALL ACCESS CONTROL DOORS TO BE FAIL-SAFE, U.N.O.

9. REFER TO SPECIFICATIONS FOR ELEVATOR ELEVATOR JAMB FINISH.

5/8 INCH GYPSUM BOARD

092116.A

PAINTED FINISH

3" 7/8" 7 5/8" 2 1/2"

INSULATED METAL WALL

PANELS

074213.C

BASE EXTRUSION

W/WEEP HOLES

CONTINUOUS SEALANT UNDER

CLOSURE FLASHING

BACKER ROD AND SEALANT

079200.B

GLAZED ENTRANCE DOOR

084313.F STEEL LINTEL - SEE

STRUCTURAL

CONCRETE MASONRY UNIT

042000.A

METAL SUB-FRAMING

GROUT SOLID

5/8 INCH GYPSUM BOARD

092116.A

BACKER ROD AND SEALANT -

BOTH SIDES

079200.D

ALUMINUM STOP

GLAZED ENTRANCE DOOR

084313.F

CURTAIN WALL FRAMING

084413.A

2 PIECE EXTRUSION CAP

CONCRETE MASONRY UNIT

042000.A

COLD-FORMED FURRING

CHANNEL

054000.E

5/ 8"

GROUT SOLID.

GYP ABOVE

FINISH FLOOR, REFER TO

FLOOR FINISH PLAN

HC ACCESSIBLE

THRESHOLD SET ON BED OF

CONTINUOUS SEALANT AND

SECURED TO FLOOR SLAB

BOTTOM DOOR SEAL AS

SCHEDULED FOR FIRE-

RATING OR EXTERIOR

WEATHERSEAL

FINISH TYPE CHANGE TYPE

ACROSS DOOR OPENING.

GLAZED ENTRANCE DOOR

084313.F

ALUMINUM STOREFRONT

FRAMING

084313.A

GYP. BD. WALL AND BASE

BEYOND. MITER WALL BASE

AT CORNERS.

INSULATED METAL PANEL

JAMB BYOND

BACKER ROD AND SEALANT -

BOTH SIDES

079200.D

BRAKE METAL TRIM

057500.C

COLOR TO MATCH

STOREFRONT FRAMING

INSULATED GLAZING

088000.E

SILL FLASHING

076200.S

CONCRETE MASONRY UNIT

042000.A

FINISH FLOOR

GROUT SOLID

INSULATED METAL WALL

PANELS

074213.C

CONCRETE MASONRY UNIT

042000.A

5/8 INCH GYPSUM BOARD

092116.A

BACKER ROD AND SEALANT -

BOTH SIDES

079200.D

METAL FURRING CHANNEL

092216.B

COLD-FORMED FURRING

CHANNEL

054000.E

2 PIECE EXTRUSION CAP

ALUMINUM STOREFRONT

FRAMING

084313.A

5/8 INCH GYPSUM BOARD

092116.A

2 PIECE EXTRUSION CAP

PAINTED FINISH

INSULATED METAL WALL

PANELS

074213.C

ALUMINUM STOREFRONT

FRAMING

084313.ABACKER ROD AND SEALANT -

BOTH SIDES

079200.D

INSULATED GLAZING

088000.E

CONCRETE MASONRY UNIT

042000.A

INSULATED GLAZING

088000.E

ALUMINUM STOREFRONT

FRAMING

084313.A

GLAZED ENTRANCE DOOR

084313.F

ALUMINUM STOP

SCALE: 3" = 1'-0"A6.1

HEAD DETAIL6

SCALE: 3" = 1'-0"A6.1

JAMB DETAIL4

SCALE: 3" = 1'-0"A6.1

SILL DETAIL2

SCALE: 3" = 1'-0"A6.1

JAMB DETAIL5

SCALE: 3" = 1'-0"A6.1

HEAD DETAIL7

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

CW-1 (EXTERIOR) ROOF

ISSUES AND REVISIONS

DateNo.

NOTICE

THIS ARCHITECTURAL AND

ENGINEERING DRAWING IS GIVEN

IN CONFIDENCE. NO USE OR

DISSEMINATION MAY BE MADE

WITHOUT PRIOR WRITTEN

CONSENT OF THE ARCHITECT.

ALL RIGHTS ARE HEREBY

SPECIFICALLY RESERVED.

DRAWING NO.

RLB NO.:

CHECKED BY:

DRAWN BY:

Description

C en te r

S t, S ui te

C le ve la nd

O hi o

P ho ne

-8 w w w .r lb a.

co m

V A

T O

R A

D D

M A ut od es k

D oc s:

//T

A R

T A

D ow nt ow n

T ra ns it

H ub

/A R

C H

_T A

R T

A -D ow nt ow n

T ra ns it

H ub

-0

rv t

T A

R T

A D

O W

N T

O W

N T

R A

N S

U B

13828.8

N . H

U R

O N

S T

D O

, O H

D O

O R

A N

D F

E N

E S

T R

A T

V A

S C

H E

D U

, A

N D

D E

T A

A6.1

DOOR, FRAME & HARDWARE SCHEDULE - ELEVATOR

TAG ROOM NAME ROOM #

SLAB INFORMATION FRAME INFORMATION DETAIL DESIGNATIONS

HDWR

SET

ELECTRONIC / MAGNETIC HINGES EGRESS STOPS

RATE

D APPURTENCES EXTERIOR

NOTES TAGTHICKNESS TYPE MATERIAL FINISH GLAZING TYPE MASONRY

OPENING

DEPTH MATERIAL FINISH HEAD JAMB SILL C

R D

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WIDTH HEIGHT

ROOF

155 ELEV. LOBBY 155 1 3/4" FL GL/ALUM BLACK ANOD. IG-1 CW 3' - 0" 7' - 4" ALUM BLACK ANOD. 6/A6.1 3/A6.1 & 4/A6.1

1/A6.1 01 Yes Yes Yes Yes Yes Yes 1.5 No Yes PUSH No Yes No Yes No No No No Yes Yes Yes 155

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

DOOR TYPE LEGEND

SCALE: 3" = 1'-0"A6.1

SILL DETAIL - EXTERIOR STOREFRONT1

SCALE: 3" = 1'-0"A6.1

MULLION DETAIL3

GLAZING SCHEDULE

TAG DESCRIPTION SPEC REFERENCE

IG-1 1" INSULATED GLASS 088000.E

07/17/26 OWNER REVIEW

G N

A5.1

A7.19A7.1 10

A7.1

ELEV.

LOBBY

A7.1

1' - 4 1/2" 10' - 3"

GROUT FILLED STEEL PIPE

BOLLARD

055000.L

GROUT FILLED STEEL PIPE

BOLLARD

055000.L

R2' - 0" R2' - 0"

1' - 6" 1' - 6"

5' - 0" 6' - 0" 5' - 0"

19' - 9"

REINFORCED CONCRETE SLAB

ON GRADE - SEE STRUCTURAL

033000.A

SLOPE AWAY FROM LOBBY

DOOR IN COORDINATION WITH

EXISTING ROOF SLOPES

CLEAR HOISTWAY

8'-4" MIN.

A5.12

A5.1

9 1/4"

REFER ELEVATIONS

ODOT-COMPLIANT ADA

CURB RAMP. REFER

STRUCTURAL DWGS.

0'-6"

MODIFY EXISTING HANDRAIL

TO TERMINATE AT NEW

WALL, BOTH SIDES.

A7.2

A5.1

GROUT FILLED STEEL PIPE

BOLLARD

055000.L

GROUT FILLED STEEL PIPE

BOLLARD

055000.L

CW1

ELEVATOR

EL-1

F4P

F1P

1' - 6" 1' - 6"

3/A9.0

9/A9.07/A9.0

F1P

FIRST FLOOR

ROOF

11' - 2"

A5.1

IMP-1

MTL-1

EXISTING PARAPET WALL TO

REMAIN. PATCH AND PAINT ANY

AREAS DAMAGED BY

CONSTRUCTION TO MATCH

ADJACENT EXITING

MATCH EXISTING

GRADE

MTL-7

3' - 0" 3' - 0" 3' - 0" ± 1' - 7 7/8"

HDPE-1

CONCRETE CURB.

REFER STRUCTURAL

DWS.

PANEL JOINTS

PC-1

EQ. EQ.

PRE-FORMED CORNER

PR-FORMED CORNER

FIRST FLOOR

ROOF

11' - 2"

A 2

A5.1

GROUT FILLED STEEL PIPE

BOLLARD

055000.L

CONCRETE CURB. REFER

STRUCTURAL DWS.

HDPE-1

MTL-7

IMP-1

MTL-1

MATCH EXISTING GRADE

± 1' - 7 7/8" 3' - 0" 3' - 0" 3' - 0"

EXISTING PARAPET WALL TO

REMAIN. PATCH AND PAINT ANY

AREAS DAMAGED BY

CONSTRUCTION TO MATCH

ADJACENT EXITING

PC-1

EQ. EQ.

PRE-FORMED CORNER

PANEL JOINTS

ROOF

11' - 2"

A5.1

CW1

PANEL JOINTS

IMP-1

HDPE-1

3' - 4"3' - 5"

AL-1

G N

P A

N E

W /O

P E

MTL-1

PRE-FORMED CORNER

ADA ACTUATOR

EQ EQ

E Q

PENDANT LIGHT FIXTURE - SEE

ELECT.

260000.D

1/ 4"

2' - 4"

CLEAR HOISTWAY

8' - 4"

ELEV.

LOBBY

O.T.S.

ELEVATOR

EL-1

CLEAR HOISTWAY

8' - 4"

FIRST FLOOR

ROOF

11' - 2"

A5.1

MODIFY EXISTING HANDRAIL

TO TERMINATE AT NEW

WALL, BOTH SIDES.

MATCH EXISTING GRADE

IMP-1

MTL-1

MTL-7

EQ EQ

PANEL JOINT

PREFABRICATED

CORNER PANEL

PC-1

BRICK INFILL. ALIGN

COURSING WITH EXISTING

ADJACENT BRICK

E Q

BR-1

V .I.

A5.1

A7.19A7.1 10

A7.1

A5.1W A

-W

ELEVATOR

LOBBY

A7.2

CLEAR HOISTWAY

8' - 4"

ELEVATOR

EL-1

CLEAR OPENING

3' - 6"

A5.1

SIM

A7.2

ELEVATOR

EL-1

M8 1

CLEAR OPENING

3' - 6"

CORRIDOR

140A

W A

CLEAR HOISTWAY

8' - 4"

A5.1

10' - 3"

EQ EQ

PANEL JOINT. ALIGN WITH VERTICAL

PANEL JOIN ON SOUTH FACADE.

REFER STRUCTURAL

LAP SEAM, INSULATED ROOF

PANELS

074116.A

GUTTER

074116.H

DOWNSPOUT

074116.J

GENERAL NOTES - EXTERIOR ELEVATIONS

1. REFER TO MATERIALS SCHEDULE FOR MATERIAL TAG DESCRIPTIONS.

2. PATCH AND PAINT ANY AREAS DAMAGED BY CONSTRUCTION TO MATCH ADJACENT EXISTING.

3. "SN-#" REFERS TO SIGNAGE.

ISSUES AND REVISIONS

DateNo.

NOTICE

THIS ARCHITECTURAL AND

ENGINEERING DRAWING IS GIVEN

IN CONFIDENCE. NO USE OR

DISSEMINATION MAY BE MADE

WITHOUT PRIOR WRITTEN

CONSENT OF THE ARCHITECT.

ALL RIGHTS ARE HEREBY

SPECIFICALLY RESERVED.

DRAWING NO.

RLB NO.:

CHECKED BY:

DRAWN BY:

Description

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A7.1

SCALE: 1/4" = 1'-0"A7.1

ENLARGED ELEVATOR PLAN - ROOF LEVEL3

SCALE: 1/4" = 1'-0"A7.1

PARTIAL EXTERIOR ELEVATION - EAST9

SCALE: 1/4" = 1'-0"A7.1

PARTIAL EXTERIOR ELEVATION - WEST10

SCALE: 1/4" = 1'-0"A7.1

PARTIAL EXTERIOR ELEVATION - NORTH7

SCALE: 1/4" = 1'-0"A7.1

ELEVATOR AREA REFLECTED CEILING PLAN4

SCALE: 1/4" = 1'-0"A7.1

PARTIAL EXTERIOR ELEVATION - SOUTH8

SCALE: 1/4" = 1'-0"A7.1

ENLARGED ELEVATOR PLAN - FIRST FLOOR2

SCALE: 1/4" = 1'-0"A7.1

ENLARGED ELEVATOR PLAN - BASEMENT LEVEL1

SCALE: 1/4" = 1'-0"A7.1

ELEVATOR AREA ROOF PLAN5

EXTERIOR FINISH SCHEDULE

TAG DESCRIPTION COLOR

SPEC

REFERENCE

AL-2 STOREFRONT FRAMING TBD…

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