225 Pitkin Street Architectual Drawing 04.22.26.pdf.crdownload

CRDOWNLOAD file 3 MB Posted Jun 30, 2026

Attached to: Day Program Renovation
Solicitation number: 37726
Issued by: Hartford County, Connecticut

About this file

Written by GovTribe AI · Aug 3, 2026

Summary

This architectural drawing document, prepared by Capital Studio Architects, LLC for Options Unlimited, Inc., details interior renovation plans for 225 Pitkin Street in East Hartford, Connecticut (CSA Project 25-48). The project involves converting 5,397 square feet of existing business space into an adult day care facility (occupancy classification change from Group B to Group I-4), which includes four daycare rooms, multiple offices, a kitchenette, reception area, and support spaces. The drawings include site plans, floor plans, building elevations, and detailed schedules for doors, hardware, and code compliance. The design incorporates ADA accessibility requirements, means of egress modifications with multiple exterior exit doors, new aluminum storefront entrances, and fire-rated interior walls. According to the related solicitation, bids are due July 31, 2026, at 1:00 p.m. EDT, with architectural and electrical drawings dated April 22, 2026, and March 10, 2026, respectively. No mandatory site visit or bidder's conference is identified.

The project requires compliance with the 2022 Connecticut State Building Code and 2021 International Building Code standards for the change of occupancy classification. Plumbing fixtures must accommodate a proposed occupant load of 155 persons (81 business occupants and 51 institutional daycare occupants plus 23 general occupants), though existing fixtures were determined adequate based on the 20 percent occupant load increase threshold. The contractor must handle demolition of existing walls and doors, installation of new doors and hardware, structural modifications, fire protection systems (manual fire alarm required; sprinkler system not required due to exterior exit door provision), and MEP upgrades. Pricing terms and contract value are vendor-specified. All inquiries should be directed to Michael Lundie at 860-243-3260 or mlundie@optionsunltd.org.

Text of this file

PROJECT SITE

APRIL 22, 2026

csa project 25-48

PERMIT and CONSTRUCTION

INTERIOR RENOVATIONS FOR OPTIONS UNLIMITED

fax: 860.289.3163tel: 860.289.3262

1379 Main Street

East Hartford, Connecticut 06108

Capital Studio Architects, LLC a r c h i t e c t s, L L C

STUDIO

CAPITAL

A R C H I T E C T :

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225 PITKIN STREET

EAST HARTFORD, CT 06108

GENERAL DRAWING and DEMOLITION NOTES

LOCATION MAP

D R A W I N G L I S T :

TITLE PAGE

ARCHITECTURAL:

A-1.0 SITE PLAN

A-1.1 FLOOR PLAN

A-2.0 BUILDING ELEVATION

A-3.0 SCHEDULES

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NORTH

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1. All work shall be done in strict accordance with

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2. All materials and equipment that will be used in the

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3. All existing or new construction disturbed or

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4. Precaution must be exercised at all times for the

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AutoCAD SHX Text machinery, equipment and other hazards guarded

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5. It shall be the responsibility of the contractor to

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6. The contractor will be held to have examined the

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7. The contractor shall take all necessary

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8. Do not proceed with change in scope of work

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9. The contractor is responsible for legal disposal of

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10. The contractor shall provide all structural shoring, AutoCAD SHX Text bracing and sheathing as required for safety and

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info Dave's CT Stamp

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1379 MAIN STREET EAST HARTFORD CT. 06108

CAPITAL

STUDIO

a r c h i t e c t s L L C office: 860.289.3262 capitalstudio.net no.

General Renovations for the

OPTIONS

UNLIMITED

225 Pitkin Street, East Hartford, Connecticut date description revisions

Ge ne ral Re no va tio ns fo r P

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SITE PLAN

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EXISTING BUSINESS TENANT

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12,023 SQ. FT.

AutoCAD SHX Text 328.38' S 03° 45' 51" W

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AutoCAD SHX Text 458.33' N 03° 45' 51" E

AutoCAD SHX Text 177.53' S 64° 52' 20" E

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TRASH

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TRANS. PAD

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CONC. PAD

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EXISTING 5' CONC. WALKWAY

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EXISTING BITUMINOUS PAVEMENT

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CHAIN LINK FENCE

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EXISTING LANDSCAPE AREA

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EXISTING LANDSCAPE AREA

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EXISTING LANDSCAPE AREA

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EXISTING LANDSCAPE AREA

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NEW 5' CONC. WALKWAY

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PROPOSED CHANGE OF OCCUPANCY

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5,397 SQ. FT.

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5" CONC. SIDEWALK

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12" PROCESSED STONE GRAVEL

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AS NOTED

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SGM

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SITE PLAN

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SCALE: 1/16" = 1'-0"

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SIDEWALK DETAIL

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SCALE: NTS

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1379 MAIN STREET EAST HARTFORD CT. 06108

CAPITAL

STUDIO

a r c h i t e c t s L L C office: 860.289.3262 capitalstudio.net no.

General Renovations for the

OPTIONS

UNLIMITED

225 Pitkin Street, East Hartford, Connecticut date description revisions

Ge ne ral Re no va tio ns fo r P

JEC

T N

E, Cit y, CT

Pr oje ct

-XX

: s he et

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_P lan _a nd _S ite _P lan date

A-1.1

FLOOR PLAN

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KITCHENETTE

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DAYCARE ROOM 1

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DAYCARE ROOM 2

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DAYCARE ROOM 3

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DAYCARE ROOM 4

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OFFICE 1

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CONF.

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STORAGE

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WOMENS

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MENS

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RECEPTION

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STORAGE

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REF.

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OFFICE 2

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OFFICE 3

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OFFICE 4

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STORAGE

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DEMO EXST. DOOR AND WALL BACK TO CEILING PATCH FLOOR

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AS NOTED

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1379 MAIN STREET EAST HARTFORD CT. 06108

CAPITAL

STUDIO

a r c h i t e c t s L L C office: 860.289.3262 capitalstudio.net no.

General Renovations for the

OPTIONS

UNLIMITED

225 Pitkin Street, East Hartford, Connecticut date description revisions

Ge ne ral Re no va tio ns fo r P

JEC

T N

E, Cit y, CT

Pr oje ct

-XX

: s he et

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A-2.0

ELEVATIONS

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NEW CANOPY

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DEMO EXST. WINDOW USE EXISTING OPENING AND LINTEL FOR NEW DOOR

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DEMO EXST. WINDOW USE EXISTING OPENING AND LINTEL FOR NEW DOOR

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NEW CANOPY

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AS NOTED

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SGM

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WEST ELEVATION

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NORTH ELEVATION

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R A T I N G

A.TAG

SIZE

DOOR FRAME

MAT'L / FINISH

DOOR SCHEDULE

HDW.

SETMAT'L / FINISHTYPE

REMARKS

DETAIL

SILL

TYPE

SET ITEM MFR.MODEL No.QTY.

FINISH HARDWARE SCHEDULE

FINISH

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1379 MAIN STREET EAST HARTFORD CT. 06108

CAPITAL

STUDIO

a r c h i t e c t s L L C office: 860.289.3262 capitalstudio.net no.

General Renovations for the

OPTIONS

UNLIMITED

225 Pitkin Street, East Hartford, Connecticut date description revisions

Ge ne ral Re no va tio ns fo r P

JEC

T N

E, Cit y, CT

Pr oje ct

-XX

: s he et

_4 8_

_P lan _a nd _S ite _P lan date

A-3.0

SCHEDULE

Square Footages and Uses

First Floor - 17,493 sf Existing B Use

Proposed I-4 Use - 5,396 sf (Total square footage of the suite)

B Use -12,050 sf

Applicable Codes 2022 Connecticut State Building Code 2022 CT Amendments

2021 International Building Code

2021 International Plumbing Code

2021 International Mechanical Code

2020 National Electric Code (NFPA 70)

2021 International Energy Conservation Code

2021 International Existing Building Code

2017 ICC A117.1-2003 Accessible and Usable Buildings and Facilities

International Building Code - 2021 Use Group - Existing: Business - B

Proposed: Institutional - I-4 Adult Day Care Business - B

TGis is a �artial CGange of Use or OccupancX froL B to I-4

Construction Classification- T601 - Type II B - non-sprinklered

International Existing Building Code - 2021 301 - Administration

301.3 - Alteration, addition or change of occupancy - …change of occupancy …shall comply with 301.3.1, 301.3.2 or 301.3.3 as selected by the applicant.

301.3.2 - Work area compliance method - changes in occupancy….comply with applicable requirements of Chapters 6 through 12 of this code.

302 - Special Provisions

(Amd)302.2 - Additional codes - …changes of occupancy…shall comply with the provisions for….changes in occupancy …in this code and the IECC, IMC, IPC, IRC and NFPA 70. Where provisions of the other codes conflict with provisions of this code, the provisions of this code shall take precedence.

306 - Accessibility

306.5 - Change of occupancy - comply with 306.7

306.7 - comply with IBC CH11, ICC A117.1 and 307.7.1 through 306.7.16, unless technically infeasible

306.7.1 - Alterations affecting an area containing a primary work function - Provide an accessible route to the primary function area.

Exc. 1 - The costs of providing the accessible route are not required to exceed 20 percent of the costs of the alterations affecting the area of primary function.

306.7.2 - Accessible Means of Egress - not required to be added to existing facilities.

306.7.9 - Stairways and escalators in existing buildings. Added stairways must meet the IBC.

306.7.11 - Toilet rooms. Where technically infeasible to renovate the existing, create a new single occupancy rest room.

306.7.12 - Bathing rooms. - Same as 306.7.11

605 - Change of occupancy

605.2 - Application - …comply with the provisions of Chapter 10.

1001 - General

1001.2.2 - Change in occupancy classification or group - …..Sections 1002 through 1011 shall apply.

1001.2.2.1 - Partial Change of Occupancy - ……Section 1011 shall apply.

1002 - Special Use and Occupancy

1002.3 - NOT a Change in Use to a Group I-1 or I-2.

1003 - Building Elements and Materials

1003.1 - General - ….comply with Section 1011.

1004 - Fire Protection

1004.1 - ….comply with Section 1011.

1005 - Means of Egress

1005.1 - General - ….comply with Section 1011.

1006 - Structural

[BS]1006.1 - Live loads -Structural elements carrying tributary live loads from an area with a change in occupancy shall satisfy the requirements of Section 1607 of the IBC. Design live loads for areas of new occupancy shall be based on Section 1607 0f the IBC.

[BS]1006.2 - Snow and wind loads - Where a change of occupancy results in a structure being assigned to a higher risk category, the structure shall satisfy the requirements of 1608 and 1609 of the IBC for the new risk category.

[BS]1006.3 - Seismic loads - where a change of occupancy results in a building being assigned a higher risk category …. The building shall satisfy the requirements of Section 1613 of the IBC for the new risk category using full seismic forces.

Exceptions: Author's note - the building is on a concrete slab.

1007 - Electrical

1007.3 - Service upgrade. Where the occupancy of an existing building or part of an existing building is changed, electrical service shall be upgraded to meet the requirements of NFPA 70 for the new occupancy.

Author's note: a licensed MEP engineer needs to review the electrical requirements.

1008 - Mechanical

1008.1 - Mechanical requirements. Where the occupancy of an existing building or part of an existing building is changed such that the new occupancy is subject to different kitchen exhaust requirements or to increased mechanical ventilation requirement in accordance with the IMC, the new occupancy shall comply with the respective IMC provisions.

Author's note: a licensed MEP engineer needs to review the ventilation requirements.

1009 - Plumbing

1009.1 - Increased demand. Where the occupancy of an existing building or part of an existing building is changed such that the new occupancy is subject to increased or different plumbing fixture requirements or to increased water supply requirements in accordance with the IPC, the new occupancy shall comply with the intent of the respective IPC provisions.

Ex.: Only where the occupant load of the story is increased by more than 20%, plumbing fixtures for the story shall be provided in the quantities specified in the International Plumbing

Code based on the increased occupant load.

Exist. Occ. Load 17,493/150= 117 Occ.

Prop. Occ. Load 12,023/150= 81 Occ.

3,423/150= 23 Occ.

1,785/ 35= 51 Occ. Total 155 Occ.

117 x 1.2 = 141 < 159, Plumbing fixture count needs to be reviewed.

1009.3 - Interceptor required. If the new occupancy will produce grease or oil-laden waste, interceptors shall be provided as required by the IPC.

1010 - Other Requirements

1010.1 - Light and ventilation - Light and ventilation requirements shall comply with the requirements of the IBC for the new occupancy.

1011 - Change in Occupancy Classification

1011.1 - General - ……shall comply with Sections 1002 through 1010 of this code.

1011.2 - Fire protection systems - …..comply with 1011.2.1 and 1011.2.2.

(Amd)1011.2.1 - Fire sprinkler system. Where a change in occupancy classification occurs or where a change in occupancy within a space where there is a different fire protection threshold requirement in Ch 9 of the IBC that requires an automatic fire sprinkler system to be provided based on the new occupancy in accordance with Ch 9 of the IBC. The installation of an automatic sprinkler system shall be required within the area of the change of occupancy and areas of the building not separated horizontally or vertically from the change of occupancy by one of the following;……..

Per 903.2.6 Group I - Ex. 2 - Where every room where care is provided has not less than one exterior exit door. This WILL be provided. Sprinklers not required.

(Amd)1011.2.2 - Fire alarm and detection. Where a change in occupancy classification occurs or where a change in occupancy within a space where there is a different fire protection threshold requirement in Ch 9 of the IBC that requires a fire alarm and detection system to be provided based on the new occupancy in accordance with Ch 9 of the IBC.

Such system shall be provided throughout the area where the change of occupancy occurs.

……..in accordance with Section 907 of the IBC.

T907.2 - I-4 - Manual Fire Alarm is required.

T907.2 - I-4 - Detection System - I-4 is not listed as requiring a automatic smoke detection system.

1011.3 - Interior finish - ….meet requirements for new construction per the IBC.

IBC T803.13 Stairs and passageways B

Corridors and enclosures for exit access stairways C Rooms and enclosed spaces C

1011.5 - Means of egress, general.

T1011.5 - Means of egress hazard categories

Changes form a 4 to a 2 - a higher hazard category

1011.5.1 - Means of Egress for change to a higher category - …..comply with Ch 10 of the

IBC.

Author's note: With the addition of the exterior doors leading directly to the exterior, no egress issues noted.

1011.5.3 - Egress capacity- …..meet occupant load as specified in the IBC

1011.6 - Height and Area

T1011.6 Existing - B Hazard 4

Proposed- I-4 Hazard 2

1011.6.1 - Height and area change to a higher hazard category - ….comply with Ch 5 of the

IBC.

T504.3 - Height - B and I-4 NS-II B 55'

T504.4 - Number of Stories - B and I-4 NS-II B 3 stories

T506.2 - Allowable Area - Most restrictive use is I-4. We propose a non-separated mixed-use building, B and I-4.

I-4 NS-II B 13,000 sf/flr.

Frontage Increase Factor T506.3.3 - 100% of the building has greater that 30' of open space. The building qualifies for 75% area increase. 13,000 x 1.75 = 22,750 sf allowable > 17,493 existing.

Building qualifies as a non-separated mixed -use building without sprinklers.

1011.7 - Exterior wall fire resistive ratings

T1011.7 I-4 and B Hazard 3 NO CHANGE

1011.8 - Enclosure of vertical shafts - NA

IBC

T1004.5 - Maximum Floor Area Allowances per Occupant

Business areas 150 sf gross

Daycare areas 35 sf net

Tenant Space 5,396 sf B - 3,423/150 23 occ

I-4 - 1,785/35 51 occ

Total 74 occ

Means of Egress

T1006.3.3 - Minimum number of exits or access to exits per story

1-500 occupants - 2 exits required, greater than 2 exits provided

1010 - Doors, gates and turnstiles

1010.1 - General - ….shall comply with Sections 1010.1.1 through 1010.3.4.

1010.1.1 - Size of Doors - The required capacity of each door opening shall be sufficient for the occupant load thereof and shall provide a minimum clear opening width of 32”.

` 1011 - Stairways - NA

T1020.3 - Minimum corridor width with an occupant load less than 50 - 36”

PLUMBING FIXTURES

(P)T2902.1 WC Lav Tub DF SS

Institutional 1/15 1/15 1 1/100 1 51 occ. 3.4 3.4 1 1 1

Business 1/25 first 50 1/40 first 80 0 1/100 1 @23 occ. .92 .575

Total Required 4.32 3.975 1 1 1 Total Existing 6 - OK 4 - OK 1 1 1

END OF CODE DATA

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DOOR & FRAME NOTES:

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1. REFER TO SPEC SECTION 08700-FINISH HARDWARE FOR HARDWARE SETS, AND HARDWARE REFER TO SPEC SECTION 08700-FINISH HARDWARE FOR HARDWARE SETS, AND HARDWARE SCHEDULE THIS SHEET. 2. ALL PRE-HUNG WOOD DOORS TO COME WITH WOOD CASINGS STYLE WM-356 PRIMED FOR ALL PRE-HUNG WOOD DOORS TO COME WITH WOOD CASINGS STYLE WM-356 PRIMED FOR PAINTING.

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1 HR.

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HARDWARE NOTES:

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1. MORTISE LOCKSETS TO HAVE REMOVABLE CORES. MORTISE LOCKSETS TO HAVE REMOVABLE CORES. 2. COORDINATE MASTER KEYING WITH OWNER.COORDINATE MASTER KEYING WITH OWNER.

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FLEXIBLE WALL STOP

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IVES

AutoCAD SHX Text 061 x F26D

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CLOSER

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BY ALUMINUM DOOR MFR. (SEE SPEC.)

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AutoCAD SHX Text BUTT HINGES w/ NRP

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THRESHOLD

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AutoCAD SHX Text 253 x 3AFG x 36

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MILL

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PEMKO

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MORTISE LOCKSET (EXIT)

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SARGENT

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US26D

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SARGENT

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US15

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CORE (INTERCHANGEABLE)

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WEATHERSTRIPPING

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CYLINDER LOCKSET - MORTISE

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SARGENT

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US26D

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422, PUSH SIDE FRAME MOUNTED

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SARGENT

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MORTISE HINGES

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BALL BEARING, SELF-ALIGNING

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THERMATRU

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PEMKO

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AutoCAD SHX Text KICKPLATE (8"H x 34"W)

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US32D

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ROCKWOOD

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

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DOOR TYPES

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

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DOOR FRAME

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MOLDED PANEL SOLID CORE DOOR

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RAISED 6-PANEL

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FIELD PRIME & PAINT

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NEW DOOR HDWE.

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MW-1

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MOLDED-WOOD PANEL

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AL-1

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ALUMINUM STOREFRONT

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NEW A.D.A. ALUM. SILL (PART OF DOOR ASSEMBLY)

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TEMPERED LOW-E INSUL. GLASS

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PREFIN. ALUMINUM

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2 " ALUM. STOREFRONT12" ALUM. STOREFRONT

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SCALE: 1" = 1'-0"

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HEAD DETAIL

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SCALE: 1" = 1'-0"

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JAMB DETAIL

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6" CMU BLOCK

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78" METAL CHANNEL

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58" GYP. WALLBOARD

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BRICK FACADE

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EXST. LINTEL

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CAULK FRAME PERIMETER

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58" GYP. WALLBOARD

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6" CMU BLOCK

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78" METAL CHANNEL

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EXST. LINTELLINTEL

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CAULK FRAME PERIMETER

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BRICK FACADE

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58" FIRE-SHIELD GYP. WALLBOARD

AutoCAD SHX Text 3 " METAL STUDS 16" O.C. WITH 58" METAL STUDS 16" O.C. WITH 3 " GLASS-FIBER INSULATION12" GLASS-FIBER INSULATION

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58" FIRE-SHIELD GYP. WALLBOARD

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WALL TYPE (UL305)

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SCALE: 1" = 1'-0"

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AutoCAD SHX Text 25-48

AutoCAD SHX Text 4/22/26

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AS NOTED

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SGM

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CODE ANALYSIS

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A0_0.pdf

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A1_0.pdf

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A1_1.pdf

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Other files

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225 Pitkin Street Electrical Drawing 03.10.26.pdf	PDF	Jun 30, 2026
Day Program Renovation Invitation to Bid 2026.pdf	PDF	Jun 30, 2026
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37726_Jul_1_26_solicitation_doc.pdf	PDF	Jun 30, 2026
Day Program Renovation Bid Addendum.pdf	PDF	Jun 30, 2026
Day Program Renovation Bid Addendum 2.pdf	PDF	Jun 30, 2026
225 Pitkin Street Architectual Drawing 04.22.26.pdf	PDF	Jun 30, 2026

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File details come from the government source that posted it. Updated Aug 3, 2026.