12-02.27.26 417 Arch Bid drawings.pdf

PDF 11 MB Posted Mar 19, 2026

Attached to: BD26002 - 417 N Market St Renovation
Solicitation number: BD26002
Issued by: New Castle County, Delaware

About this file

Written by GovTribe AI · Apr 7, 2026

Bid Drawings Summary

This architectural bid document set comprises 19 sheets of construction drawings prepared by Architectural Alliance for the renovation of 417 N Market Street in Wilmington, Delaware, a project sponsored by the Delaware Affordable Housing Group. The drawings include comprehensive architectural plans for the conversion and renovation of an existing mixed-use building into residential apartments with ground-floor retail space. The project includes the creation of approximately 3 one-bedroom dwelling units (Units 1A, 1B, and 1C), with Unit 1C designated as an ADA/ANSI Type 1C accessible unit. The scope encompasses work on the first, second, and third floors as well as crawlspace modifications, including new floor assemblies, wall construction, mechanical and electrical systems, plumbing infrastructure, roofing, window and door replacement, and interior finishes. The drawings are issued for bids and were dated February 27, 2026, with document markings indicating these are not for construction. The site is located at 417 N Market Street in Wilmington, Delaware, adjacent to existing structures on both Market Street and Shipley Street.

The construction documents specify detailed requirements for fire-rated assemblies including 1-hour rated floor/ceiling assemblies per UL L570 specifications, fire-resistant walls per UL standards, and compliance with the 2021 International Building Code, Delaware State Fire Regulations, and NFPA 101 Life Safety Code. The project involves significant structural work including new concrete slabs, foundation walls, and floor joists with TJI lumber framing. Building finishes include ceramic tile, hardwood flooring, luxury vinyl plank, gypsum board walls, drop ceilings, and fiber-cement exterior cladding. The dwelling units feature wood and laminate cabinets, cultured marble countertops, appliances including electric ranges and refrigerators, and complete bathroom and kitchen facilities. Accessibility requirements for Unit 1C include ADA-compliant fixtures, grab bars, adjustable hand-held shower heads, and lowered countertops. The general contractor bears responsibility for all temporary facilities, protection of existing and new work, coordination between trades, and verification of utility locations, with detailed notes emphasizing the critical importance of thorough drawing review before bid submission to ensure accurate pricing and prevent coordination conflicts during construction.

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10-02.27.26 417 Civil Bid drawings.pdf	PDF	Mar 19, 2026
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13-Form Of Bid BD26002.pdf	PDF	Mar 19, 2026
9-02.27.26 417 Structural Bid drawings.pdf	PDF	Mar 19, 2026
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15-Supplemental Instructions to Bidders Contractors (SIBC).doc	DOC document	Mar 19, 2026
17-Sample Contract Form (1).pdf	PDF	Mar 19, 2026
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16-Subcontractor List rev 32322 (1).docx	DOCX document	Mar 19, 2026
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DESCRIPTION

PROJECT NO:

DRAWN BY:

CHK'D BY:

MARK DATE

SHEET 1 OF 19

T1.01

SEAL

PROJECT NAME

DATE:

ARCHITECTURE • PLANNING

INTERIOR DESIGN • GRAPHIC ARTS

2200 CONCORD PIKE

SUITE 201

WILMINGTON, DE 19803

302.478.3777

REVISIONS

DRAWING NUMBER

2025-129

RJB/WAW

A R C H I T E C T U R A L A L L I A N C E

256 EAGLEVIEW BLVD

SUITE 194

EXTON, PA 19341

610.640.9000

TITLE SHEET

SEAL DATE- 2/27/26

REGISTRATION EXPIRES- 1/31/26

The professional services of the architect are undertaken for and are performed in the interest of the owner.

No contractual obligation is assumed by the architect for the benefit of any other person involved in the project.

ISSUED FOR BIDS

RENOVATION TO

417 N MARKET ST

CITY OF WILMINGTON

NOT FOR CONSTRUCTION

KWW

2.27.26

#DrgID #LayID

SITE

GENERAL NOTES MATERIAL SYMBOLS

EARTH

STEEL

ALUMINUM

GLASS

ROUGH WOOD

FINISHED WOOD

PLYWOOD

STONE FILL

LIGHTWEIGHT CONCRETE

STUCTURAL CONCRETE

CONCRETE MASONRY UNITS

BRICK

BATT INSULATION

RIGID INSULATION

ASPHALT

1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL LOCAL LAWS,

CODES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION.

IN CASE OF CONFLICT BETWEEN REQUIREMENTS, THE MOST RESTRICTIVE

SHALL APPLY.

2. GENERAL CONTRACTOR SHALL ADHERE TO THE CONSTRUCTION

DOCUMENTS AND SHALL COORDINATE THE REQUIREMENTS OF ANY AND

ALL DRAWINGS INCLUDING BUT NOT LIMITED TO: ARCHITECTURAL,

MECHANICAL, ELECTRICAL, PLUMBING, AND MILLWORK (CABINET)

SKETCHES/DETAILS. A THOROUGH REVIEW OF THE DRAWINGS BY THE

GENERAL CONTRACTOR IS CRITICAL TO ENSURE ACCURATE BID PRICING.

ANY CONFLICTS OR INCONSISTENCIES REGARDING THE MEANING OR

INTENT OF THE CONSTRUCTION DOCUMENTS SHALL IMMEDIATELY BE

BROUGHT TO THE ATTENTION OF THE OWNER AND ARCHITECT PRIOR TO

BID SUBMITTAL IN ORDER FOR CLARIFICATION. SUPPLEMENTAL

INFORMATION CAN BE PROVIDED FOR SUBCONTRACTOR TO

ACCURATELY SUPLY A BASE PRICE. UPON NOTIFICATION TO THE OWNER

AND ARCHITECT, THE ARCHITECT WILL MAKE NECESSARY CLARIFICATION,

OR REVISIONS AS REQUIRED. NO WORK SHALL BE PERFORMED PRIOR TO

NOTIFYING OWNER AND ARCHITECT.

3. THE GENERAL CONTRACTOR AND GENERAL CONTRACTOR'S

SUBCONTRACTORS AND AGENTS SHALL HOLD ALL APPLICABLE AND

REQUIRED LICENSES FOR THE JURISDICTION WHERE THE WORK WILL BE

PERFORMED.

4. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY FACILITIES: WATER,

ELECTRIC, TOILET, DUMPSTER, JOB TRAILER, ETC.

5. THE CONTRACTOR SHALL VERIFY ALL DRAWINGS FOR COORDINATION

BETWEEN DIFFERENT TRADES. LOCATE BOLTS, SLEEVES, AND TRENCHES AS

REQUIRED FOR MECHANICAL & ELECTRICAL TRADES AND PRVIDE AND/

OR INSTALL ALL ITEMS NOT SHOWN ON THESE DRAWINGS BUT REQUIRED

FOR VARIOUS TRADES.

6. MAINTAIN SAFE EXITING AND APPROPRIATE FIRE PREVENTION

PROCEDURES, FOR THE EXISTING BUILDING, AT ALL TIMES DURING THE

CONSTRUCTION PROCESS.

7. ALL WORK LISTED, SHOWN OR IMPLIED IN THE CONSTRUCTION

DOCUMENTS, INCLUDING ALL COMPONENTS AND ACCESSORIES NOT

SHOWN ON DRAWINGS, BUT THOSE REQUIRED TO COMPLETE PROJECT,

SHALL BE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR

EXCEPT WHERE OTHERWISE NOTED. THE GENERAL CONTRACTOR SHALL

COORDINATE THIS WITH ALL OTHER CONTRACTORS AND VENDORS

FURNISHING LABOR, MATERIAL, ETC. ON THE PROJECT TO ENSURE

THE WORK AS A WHOLE SHALL BE EXECUTED AND COMPLETED

WITHOUT CONFLICT OR DELAY. FOR

WOOD BLOCKING REQUIRED TO CARRY SHELF, HANGING, AND

VALANCE LOADS, RAILINGS, PER PLANS.

18. PROVIDE CLEAR SILICONE SEALANT AT ALL JOINTS AND INTERFACES

OF ALL COUNTERTOPS.

19. ALL JOINTS AND OTHER OPENINGS IN THE BUILDING ENVELOPE

SHALL BE SEALED IN ACCORDANCE WITH THE BUILDING CODE AND

ENERGY CODE.

20. ALL WOOD IN CONTACT WITH CONCRETE MASONRY SHALL BE

PRESSURE TREATED, MOISTURE RESISTANT WOOD.

21. ALL WOOD TRIM OR OTHER PREFINISHED TRIM ITEMS SHALL BE CUT

TO FIT AND RAW, EXPOSED SURFACES SHALL BE FINISHED TO

MATCH ADJACENT FINISH MATERIALS.

22. SUB CONTRACTOR TO PROVIDE ATTIC STOCK OF FINISH MATERIALS

3% OF TOTAL INSTALLATION OR MINIMUM OF 1 BOX.

23. ALL SURFACES WHICH ARE INDICATED TO BE FINISHED OR PAINTED

SHALL BE PREPARED, SANDED, TREATED, AND PRIMED IN STRICT

ACCORDANCE WITH COMMERCIAL QUALITY STANDARDS, AND IN

STRICT ACCORDANCE WITH FINISH MATERIAL MANUFACTURER'S

INSTRUCTIONS.

24. ALL FINISH SURFACES PENETRATED SUCH AS CEILING TILES AND

MILLWORK COUNTERS FOR ANY REASON MUST HAVE AN

ASSOCIATED GROMMET APPROVED FOR THAT USE.

25. PROVIDE OCCUPANCY SIGNS IN A CONSPICUOUS LOCATION IN

ACCORDANCE WITH STATE & LOCAL CODES. DESIGN TO BE

APPROVED BY ARCHITECT. PROVIDE PERMANENT SIGNAGE ON

ALL HABITABLE ROOMS, TOILETS, AND EXITS. SIGNAGE SHALL

COMPLY WITH ANSI STANDARDS AND PROVIDE BOTH TEXT AND

BRAILLE. PROVIDE PICTOGRAMS ON TOILET ROOM SIGNAGE.

26. GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACING

TO STRUCTURE FOR INTERIOR PARTITIONS, SOFFITS, CEILINGS,

PLATFORMS, ETC. WHETHER SHOWN ON THE DRAWINGS OR NOT.

27. GENERAL CONTRACTOR TO COVER AND PROTECT ALL EQUIPMENT

AND SYSTEMS INSTALLED PRIOR TO FINAL CLEAN WITH PLASTIC

SHEATHING

28. ALL REQUESTS FOR INFORMATION OR CLARIFICATION MUST BE

SUBMITTED IN WRITING (VIA EMAIL) TO THE OWNER. THE OWNER

WILL NOT RESPOND TO REQUEST FOR INFORMATION OR

CLARIFICATIONS DURING CONSTRUCTION COMING DIRECTLY

FROM SUBCONTRACTORS, VENDORS, ETC. THESE ITEMS MUST BE

ROUTED THROUGH GENERAL CONTRACTOR TO THE PROJECT

MANAGER TO ENSURE A COMPLETE REVIEW WITH ALL TRADES

ITEMS PROVIDED AND INSTALLED BY OTHERS OR GENERAL CONTRACTOR,

IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COMPLETELY

COORDINATE ON MATTERS THAT AFFECT CRITICAL DATES OF THE

CONSTRUCTION SCHEDULE.

8. GENERAL CONTRACTOR WILL ASSURE THAT ALL WORK IS DONE IN

CONFORMANCE WITH THE MANUFACTURER'S REQUIREMENTS.

9. GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF

WORK, MATERIALS, FIXTURES, ETC. FROM LOSS, DAMAGE, FIRE, THEFT, ETC.

THIS SHALL INCLUDE PROTECTING THE EXISTING CONSTRUCTION AND

REPAIRING ANY DAMAGE THAT OCCURS AS A RESULT OF THEIR

OPERATIONS AT NO COST TO THE OWNER. BARRIERS TO NOISE, DUST, AND

SECURITY BETWEEN CONSTRUCTION AREAS SHALL BE ERECTED,

MAINTAINED AND REMOVED BY THE GENERAL CONTRACTOR.

10. SUB CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, PATCHING

AND FITTING NECESSARY TO ACHIEVE THE INTENT OF THE CONSTRUCTION

DOCUMENTS.

11. GENERAL CONTRACTOR SHALL NEVER SCALE DRAWINGS. LOCATIONS

FOR ALL PARTITIONS, WALLS, CEILINGS, ETC. WILL BE DETERMINED BY

DIMENSIONS ON THE DRAWINGS. ANY AREA OF THE PLANS REQUIRING

ADDITIONAL DIMENSIONS MUST BE REPORTED TO THE ARCHITECT

IMMEDIATELY.

12. DIMENSIONS ARE TO FACE OF ROUGH MATERIAL UNLESS NOTED

OTHERWISE.

13. GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING

UTILITIES IN THE FIELD, TO AVOID DAMAGING THEM DURING EXCAVATION.

PROVIDE ADDITIONAL UTILITY SERVICE(S) AS REQUIRED TO MEET THE SCOPE

AND INTENT OF THE WORK.

14. SUB CONTRACTOR SHALL PROVIDE DRAFT/FIRE STOPS, AS REQ'D BY

GOVERNING CODES AND JURISDICTIONS. NEW AND EXISTING

PENETRATIONS IN FIRE-RATED PARTITIONS OR DRAFT STOPS SHALL BE

PROTECTED BY A SYSTEM LISTED BY A RECOGNIZED TESTING AGENCY.

15. PROVIDE FIRE EXTINGUISHERS PER APPLICABLE CODES. VERIFY FINAL

LOCATION WITH THE FIRE MARSHAL.

16. GENERAL CONTRACTOR SHALL REVIEW THE DIMENSIONS OF ALL

EQUIPMENT IN THE PROJECT REGARDLESS OF THE SOURCE AND

COORDINATE ACCESS TO THE SPACE, PROVIDE APPROPRIATE

CLEARANCES TO ENSURE EASE OF INSTALLATION, VERIFY

APPROPRIATE CLEARANCES FOR MAINTENANCE IS PROVIDED,

AND ADDRESS ISSUES THAT INVOLVE CONFLICTING UTILITIES.

17. PROVIDE AND INSTALL ALL NECESSARY IN-WALL FRAMING /

LOCATION MAP

T S T.

W. 4TH ST.

W. 5TH ST.

S1.2

2ND & 3RD FLOOR FRAMING PLANS

S3.0

ROOF FRAMING PLAN & SECTION

M0.01 COVER SHEET - MECHANICAL

FLOOR PLANS - MECHANICALM1.01

M1.02

M1.03

P0.01

P1.01

P1.02

P1.03

P1.04

E0.01

E1.00

E1.01

E1.02

E2.01

E3.01

FLOOR PLAN - MECHANICAL

ROOF PLAN - MECHANICAL

COVER SHEET - PLUMBING

FLOOR PLANS - PLUMBING

FLOOR PLAN - PLUMBING

FLOOR PLANS - PLUMBING

FLOOR PLAN - PLUMBING

COVER SHEET - ELECTRICAL

BASEMENT PLAN - ELECTRICAL

FLOOR PLANS - ELECTRICAL

FLOOR PLAN - ELECTRICAL

DETAILS - ELECTRICAL

SCHEDULES - ELECTRICAL

ORA 1

4 WALL TYPE NUMBER

LIST OF ABBREVIATIONS

BUILDING SECTION NUMBER

SHEET NUMBER

WALL SECTION NUMBER

SHEET NUMBER

ROOM NUMBER

WINDOW NUMBER

DETAIL REFERENCE

DOOR NUMBER

REVISION NUMBER

ARCHITECTURAL SYMBOLS

COLUMN GRID DELINEATION

ANGLE

DIAMETER

CENTERLINE

PLATEL

LT.

MECH.

MEZZ.

MTL.

N.T.S.

O.C.

O.H.

O.H.D.

OPNG.

PTD.

PLYWD.

P.T.

REIN.

RD.

SC.

SCWD

SECT.

SHT.

STL.

STRUCT.

S.S.

T.O.(S) T.O.W.

TYP.

U.N.O.

VEST.

V.I.F.

WD.

WRB

LIGHT

MECHANICAL

MEZZANINE

METAL

NOT TO SCALE

ON CENTER

OPPOSITE HAND

OVERHEAD DOOR

OPENING

PAINTED

PLYWOOD

PRESSURE TREATED

REINFORCING

ROOF DRAIN

SCUPPER DRAIN

SOLID CORE WOOD DOOR

SECTION

SHEET

STEEL

STRUCTURAL

STAINLESS STEEL

TOP OF (STEEL/ SLAB)

TOP OF WALL

TYPICAL

UNLESS NOTED OTHERWISE

VESTIBULE

VERIFY IN FIELD

WITH

WOOD

WEATHER RESISTIVE BARRIER

A.B.

A.F.F.

ABV.

AL./GL.

ALUM.

B.S.

BLDG.

BLK.

BM.

CFM

C.M.U.

C.O.

COL.

CONC.

CONT.

DK.

DR.

D.S.

DWG(S).

DTL.

EA.

ELEV.

EXT.

FIN.

FLR.

FRP.

GD.

GYP.

H.M.

HT.

INSUL.

INT.

LLH

LLV

ANCHOR BOLT

ABOVE FINISHED FLOOR

ABOVE

ALUMINUM AND GLASS

ALUMINUM

BOTH SIDES

BUILDING

BLOCK

BEAM

COLD FORM METAL

CONCRETE MASONRY UNIT

CASED OPENING

COLUMN

CONCRETE

CONTINUOUS

DARK

DOOR

DOWN SPOUT

DRAWING(S)

DETAIL

EACH

ELEVATION

EXTERIOR

FINISH

FLOOR

FIBERGLASS REINFORCED PLASTIC

GRADE

GYPSUM

HOLLOW METAL

HEIGHT

INSULATION

INTERIOR

LONG LEG HORIZONTAL

LONG LEG VERTICAL

HOSE BIB

+8'-2"

+0"

CEILING ELEVATION

ABOVE FINISH FLOOR.

FLOOR ELEVATION

SMOKE DETECTOR

FIRE EXTINGUISHER IN SEMI-RECESSED

CABINET. CABINET TO MATCH WALL

RATING, MAX 4" PROJECTION

DRAWING INDEX

DRAWING NUMBER DATE DRAWING NAMEREV. DATEREV. NO.

T1.01 TITLE SHEET

T1.02 KEY PLANS/CODE SUMMARY

A1.01 FLOOR PLANS

A1.04 REFLECTED CEILING PLANS

A2.01

WINDOW & WALL TYPE SCHEDULES

A3.03 TYP. ADA & ANSI DETAILS

A4.01 FRONT & REAR ELEVATIONS

A5.01 INTERIOR ELEVATIONS

A6.01 BUILDING SECTIONS

A7.01 WALL SECTIONS

A1.02 FLOOR PLANS

ENLARGED PLANS

A3.02

A7.02 WALL SECTIONS

A8.01 DETAILS

A8.02 DETAILS

2.27.26

C1.01 COVER SHEET

C1.02 SITE CONSTRUCTION PLAN

C5.01 CIVIL DETAILS

2.27.26

DRAWING NUMBER DATE DRAWING NAMEREV. DATEREV. NO.

A7.03 WALL SECTIONS2.27.26

A1.05 FINISH PLAN2.27.26

A1.03 ROOF PLAN/RCP2.27.26

DOOR / FINISH SCHEDULEA3.01 2.27.26

S0.0

S0.1

S1.0

S1.1

2.27.26

GENERAL NOTES

GENERAL NOTES & ABBREVIATIONS

FOUNDATION AND FIRST FLOOR PLANS

FOUNDATION SECTIONS AND DETAILS

FRAMING SECTIONS AND DETAILS

FRAMING SECTIONS AND DETAILS CONT.

S3.1

S3.2

BASEMENT PLAN - MECHANICALM1.00

M2.01

M2.02

M2.03

2.27.26M3.01 SCHEDULES - MECHANICAL

DETAILS - MECHANICAL

P1.00 BASEMENT PLAN - PLUMBING

P2.01 DETAILS - PLUMBING

P2.02 DETAILS - PLUMBING

P3.01

P4.01

SCHEDULES - PLUMBING

RISERS - PLUMBING

2.27.26

E1.03 ROOF PLAN - ELECTRICAL

E2.02 DETAILS - ELECTRICAL

417 N. MARKET STREET

WILMINGTON, DELAWARE

RENOVATION TO EXISTING PROPERTY

DRAWN BY:

CHK'D BY:

MARK DATE

SHEET 2 OF 19

T1.02

SEAL

PROJECT NAME

DATE:

ARCHITECTURE • PLANNING

INTERIOR DESIGN • GRAPHIC ARTS

2200 CONCORD PIKE

SUITE 201

WILMINGTON, DE 19803

302.478.3777

REVISIONS

DRAWING NUMBER

2025-129

RJB/WAW

A R C H I T E C T U R A L A L L I A N C E

256 EAGLEVIEW BLVD

SUITE 194

EXTON, PA 19341

610.640.9000

KEY PLANS / CODE SUMMARY

SEAL DATE- 2/27/26

REGISTRATION EXPIRES- 1/31/26

The professional services of the architect are undertaken for and are performed in the interest of the owner.

No contractual obligation is assumed by the architect for the benefit of any other person involved in the project.

ISSUED FOR BIDS

RENOVATION TO

417 N MARKET ST

CITY OF WILMINGTON

NOT FOR CONSTRUCTION

KWW

2.27.26

BUILDING CODE INFO.KEY PLAN / OCCUPANCY PLAN

OCCUPANCY LEGEND

DENOTES (R-2) RESIDENTIAL OCCUPANCY

EGRESS PLAN LEGEND

EGRESS PATH/ DIRECTION OF TRAVEL

EGRESS PLANS

DENOTES (M) MERCANTILE OCCUPANCY

FIRE-RESISTANCE RATING FOR

BUILDING ELEMENTS

IBC T601 (FOR 5A CONSTRUCTION) BUILDING ELEMENT

PRIMARY STRUCTURAL ELEMENT

EXTERIOR BEARING WALLS

INTERIOR BEARING WALLS

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

RATING REQUIRED/ PROVIDED

1 HOUR / 1 HOUR

FIRE-RESISTANCE RATING REQUIREMENTS

FOR EXTERIOR WALLS BASED ON FIRE-SEPARATION

DISTANCE

IBC T602 EXTERIOR WALL

BETWEEN BUILDINGS

FIRE SEPARATION DISTANCE FIRE RATING (REQ. / PROVIDED)

X > 5' 1 HOUR / 1 HOUR

FIRE EXTINGUISHERS IBC 906 REQUIRED = YES / PROVIDED = YES, IN ACCORDANCE WITH NFPA 10

IBC T1006.3.4/ NFPA 39.2.4.2 & 39.2.5.2.2

SPRINKLERS IBC/ DE STATE FIRE REGULATIONS REQUIRED = YES / PROVIDED = YES

IBC 720.3EXPOSED INSULATION: FLAME SPREAD RATING 25 OR LESS, SMOKE DEVELOPED INDEX 450 OR LESS

IBC 602.5/ NFPA 220TYPE OF CONSTRUCTION

ALLOWABLE S.F. / FLOOR

IBC T1017.2TRAVEL DISTANCE MAX. TRAVEL DISTANCE 250' (ASSUMES 2 EXITS PROVIDED)

IBC 2021: VA/ NFPA 220: TYPE V (000)

IBC T506.2 36,000 SF 1-STORY (SPRINKLERED)

PROPOSED BUILDING HEIGHT: IBC 508.4/ T508.4 NFPA T6.1.14.4.1(b)

IBC T504.3/ T504.4BUILDING HEIGHT ALLOWABLE 70'-0" MAX/ 4 STORIES (SPRINKLERED)

±33'-4"/ 3-STORY (SPRINKLERED)

SECTIONAPPLICABLE BUILDING CODE 2021 INTERNATIONAL BUILDING CODE, 2021 INTERNATIONAL EXISTING BUILDING CODE 2021 NFPA 101 LIFE SAFETY CODE, 2021 DELAWARE STATE FIRE REGULATIONS, 2019 NFPA 150

TYPE OF OCCUPANCY IBC 304.1 M/R-2

NFPA 6.1.10/ 6.1.8 MERCANTILE/ RESIDENTIAL (APARTMENT)

EXISTING/PROPOSED

BUILDING AREA

EXISTING BASEMENT = ±2,435 SF, PROPOSED CRAWLSPACE = ±1,670 SF

ANSI A117.1 - 2017IBC 1101.2ACCESSIBILITY CODE

HAZARD CLASSIFICATION NFPA 39.1.5/ 6.2 ORDINARY HAZARD

OCCUPANT LOAD IBC T1004.2

ENERGY CONSERVATION IEBC 907.1 EXISTING BLDG (LEVEL 3 ALTERATIONS) NOT REQUIRED TO COMPLY WITH IEEC

COMMON PATH OF TRAVEL IBC T1006.3.3(1) 75' MAXIMUM

IEBC 502/ 503/ 603EXIST. BLDG WORK CLASSIFICATION ADDITION/ LEVEL 3 ALTERATIONS

CORRIDOR WIDTH IBC T1020.3 NOT LESS THAN 36" FOR CORRIDOR SERVING LESS THAN 30 OCCUPANTS; 52" PROVIDED

10LB FIRE EXTINGUISHER IN SEMI-

RECESSED STAINLESS STEEL CABINET.

CABINET IN RATED WALLS SHALL HAVE

UL RATING TO MATCH WALL RATING

EXISTING PARTITION WALL

PROPOSED PARTITION WALL

STAIR ENCLOSURE FIRE RATING

IBC 707.3.3/ 713.4 1 HOUR RATED FIRE BARRIER FROM T.O. FLOOR TO UNDERSIDE OF FLOOR/ SHEATHING/ DECK ABV.

STAIR ENCLOSURE DOOR RATING IBC T716.1(2) 1 HOUR RATED W/ 100 SQ. IN. MAX VISION PANEL

CORRIDOR RATING

1/2 HOUR RATED FIRE PARTITION FROM T.O. FLR TO UNDERSIDE OF RATED ASSEMBLY ABV., 1-HR PROVIDEDIBC T1020.2/ T602/ 708.3(1)

36" MIN. WIDTH, 36" WITHIN DWELLING UNITS, 36" CORRIDORS PROVIDED, 36" MIN. IN DWELLING UNITS PROVIDED

DOOR RATINGS CORRIDOR DOORS: 1-HOUR RATED

STAIR DOORS: 1-HOUR RATING, MAX 100 SQIN VISION PANEL

IBC T716.1(2)

DWELLING UNIT SEPARATION IBC 420.2, 708.3 (2) 1 HOUR FIRE PARTITION REQUIRED, 1-HOUR PROVIDED

IBC 420.3, 711.2.4.3 1 HOUR HORIZONTAL SEPARATION (FLOORS) 1-HOUR PROVIDED

IBC 720.3EXPOSED INSULATION: FLAME SPREAD RATING 25 OR LESS, SMOKE DEVELOPED INDEX 450 OR LESS

HAZARD CLASSIFICATION NFPA 30.1.5/ 6.2.2 ORDINARY HAZARD

EGRESS WIDTH NFPA 30.2.3.4 NOT LESS THAN 36"

NUMBER OF EXITS (MERCANTILE) NFPA 30.2.4.3 (1) EXITS REQUIRED, (1) PROVIDED

TYPE OF OCCUPANCY NFPA 6.1.14.2.1/ 6.1.14.3

OCCUPANCY LOAD: NFPA TABLE 7.3.1.2

TRAVEL DISTANCE

COMMON PATH OF TRAVEL NFPA 30.2.6.2

DEAD END CORRIDOR MAX LENGTH

MEANS OF EGRESS

NFPA 30.2.4.1/ 7.4 NUMBER OF MEANS OF EGRESS TO COMPLY WITH SEC. 7.4

MULTIPLE OCCUPANCIES

NFPA 7.4.1.1 MINIMUM 2 REQUIRED EXITS FROM EVERY STORY

NFPA 9.7.1.1, DSFR 705 1.9.2 AUTOMATIC SPRINKLER SYSTEM PER NFPA 13SPRINKLER SYSTEM

TOTAL 2ND~3RD FLOOR OCCUPANTS: 1,737 (EACH FLOOR) SQ. FT./200 GROSS= 8.68 PPL= 9 PPL TOTAL

FIRE EXTINGUISHERS REQUIRED = YES/PROVIDED= YES, IN ACCORDANCE WITH NFPA 10NFPA 9.9, DSFR 705 1.9.1

APARTMENT: TRAVEL DISTANCE NOT TO EXCEED: 200 FTNFPA TABLE 30.2.6.3.2

APARTMENT: TRAVEL DISTANCE NOT TO EXCEED: 125 FT WITHIN DWELLING UNIT W/ SPRINKLER

NFPA TABLE 42.2.5 APARTMENT: DEAD END CORRIDOR LENGTH NOT TO EXCEED: 50 FT

CORRIDORS NFPA 7.1.3.1/7.2.6.2/ 12.3.6 (2) RATING NOT REQUIRED WITH SPRINKLER SYSTEM

NFPA 8.3.3.2/ T8.3.3.2.2 DOORS SHALL BE 1/3 HR RATED IN EXIT ACCESS CORRIDOR

FIRST FLOOR: RESIDENTIAL AND MERCANTILE MIXED OCCUPANCY

FIRST FLOOR MIXED OCCUPANCIES, COMPLY W/ MOST RESTRICTIVE OCCUPANCY (6.1.14.3.2)

APARTMENTNFPA 6.1.14.4 / 30.1.2TYPE OF OCCUPANCY

NFPA 101 LIFE SAFETY

DOOR RATINGS

CORRIDOR RATING/ MIN. WIDTH

DWELLING UNIT SEPARATION

RESIDENTIAL: 200 GROSS SF/ OCCUPANT, ±406 SF/200= 2 OCCUPANTS

1-HR RATED FIRE PARTITION

1-HR RATED EXTERIOR BEARING WALL

EXISTING FIRE WALL (ASSUMED 2-HR)

1-HR RATED FIRE BARRIER

OCCUPANCY SEPERATION

508.4 / T508.4 / 707 / 711 SEPERATED OCCUPANCIES 1-HOUR RATED FIRE BARRIERS / 1-HOUR RATED HORIZONTAL ASSEMBLIESOCCUPANCY SEPERATION

NFPA T6.1.14.4.1(b) / 6.1.14.4.3 / 6.1.14.4.4 SEPERATED OCCUPANCIES 1-HOUR RATED FIRE BARRIERS / 1-HOUR RATED HORIZONTAL ASSEMBLIES

TOTAL FIRST FLOOR OCCUPANTS: 1 OCC. +14 OCC.+2 OCC. = 17 OCCUPANTS TOTAL

MERCANTILE: 60 GROSS SF/ OCCUPANT, ± 839 SF/60= 14 OCCUPANTS

RESIDENTIAL: 200 GROSS SF/ OCCUPANT, ±406 SF/200= 2 OCCUPANTS

BASEMENT: STORAGE: 300 GROSS SF/ OCCUPANT, ± 1,848 SF/300= 6 OCCUPANTS TOTAL

DENOTES UNOCCUPIED ACCESSORY SPACE

CRAWLSPACE: STORAGE: 300 GROSS SF/ OCCUPANT, ± 1,848 SF/300= 7 OCCUPANTS TOTAL

DRINKING FOUNTAIN IBC T2902.1/IPC SECTION 410

IBC T2902.1 (e)

NOT REQUIRED FOR OCCUPANT LOAD LESS THAN 15

STORAGE (DISPLAY): 300 GROSS SF/ OCCUPANT, ± 150 SF/300= 0.5= 1 OCCUPANT

TOTAL 2ND~3RD FLOOR OCCUPANTS: 1,737 (EACH FLOOR) SQ. FT./200 GROSS= 8.68 PPL= 9 PPL TOTAL

TOTAL FIRST FLOOR OCCUPANTS: 1 OCC. +20 OCC.+2 OCC. = 23 OCCUPANTS TOTAL

MERCANTILE: 60 GROSS SF/ OCCUPANT, ± 839 SF/60= 14 OCCUPANTS

STORAGE (DISPLAY): 300 GROSS SF/ OCCUPANT, ± 150 SF/300= 0.5= 1 OCCUPANT

SERVICE SINK

NUMBER OF EXITS (RESIDENTIAL) NFPA 30.2.4.3 (1) EXITS REQUIRED, (1) PROVIDED

IBC T1006.3.4/ NFPA 39.2.4.2 & 39.2.5.2.2

NUMBER OF EXITS (MERCANTILE) (1) EXITS REQUIRED, (1) PROVIDED

NUMBER OF EXITS (RESIDENTIAL) (1) EXITS REQUIRED, (1) PROVIDED

EXISTING FIRST FLOOR = ±2,449 SF, PROPOSED FIRST FLOOR = ±2,004 SF

EXISTING SECOND FLOOR = ±1,937 SF, PROPOSED SECOND FLOOR = ±2,030 SF

EXISTING THIRD FLOOR = ±1,937 SF, PROPOSED THIRD FLOOR = ±2,030 SF

TOTAL EXISTING = ±8,758 SF, TOTAL PROPOSED = ±7,734 SF

RE DW

W DR FE

UPDN

(M) MERCANTILE OCCUPANCY (R-2) RESIDENTIAL OCCUPANCY

RE DW

W DR

EXIT

UPDN

23 OCCUPANTS

EXIT WIDTH 36" MIN. / 96" PROVIDED

LONGEST TRAVEL DISTANCE ±49'-3"

± 47'-0"TO EXIT

± 49'-3" TO EXIT

± 44'-1" TO

EXIT

± 43'-2"

TO EXIT

MAXIMUM ALLOWABLE

COMMON PATH OF TRAVEL: 75'

MAXIMUM COMMON PATH OF

TRAVEL PROVIDED: ± 45'-3"

DWRE

DW RE

EXIT

FE DN

O W

9 OCCUPANTS

EXIT WIDTH 36" REQ. / 42" PROVIDED

LONGEST TRAVEL DISTANCE ±72'-5"UP

MAXIMUM ALLOWABLE

COMMON PATH OF TRAVEL: 125'

MAXIMUM COMMON PATH OF

TRAVEL PROVIDED: ± 54'-7"

± 72'-5" TO

EGRESS STAIR

DWRE

DW RE

(R-2) RESIDENTIAL OCCUPANCY (R-2) RESIDENTIAL OCCUPANCY

DN UP

UNOCCUPIED ACCESSORY SPACE

EXITFE

7 OCCUPANTS

EXIT WIDTH 36" MIN. / 41" PROVIDED

LONGEST TRAVEL DISTANCE ±90'-2"

± 42'-2" TO

EGRESS STAIR

± 90'-2" TO EGRESS STAIR

± 73'-9" TO

EGRESS STAIR

± 86'-9" TO

EGRESS STAIR

± 63'-1" TO

EGRESS STAIR

SCALE: 3/32" = 1'-0"

2 1ST FLOOR OCCUPANCY PLAN

T1.02

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

3 EGRESS 1ST FLOOR PLAN

T1.02

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

4 EGRESS 2ND/3RD FLOOR PLAN

T1.02

SCALE: 3/32" = 1'-0"

5 2ND/3RD FLOOR OCCUPANCY PLAN

T1.02

SCALE: 3/32" = 1'-0"

6 CRAWLSPACE FLOOR OCCUPANCY PLAN

T1.02

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

7 EGRESS CRAWLSPACE PLAN

T1.02

DRAWN BY:

CHK'D BY:

MARK DATE

SHEET 3 OF 19

A1.01

SEAL

PROJECT NAME

DATE:

ARCHITECTURE • PLANNING

INTERIOR DESIGN • GRAPHIC ARTS

2200 CONCORD PIKE

SUITE 201

WILMINGTON, DE 19803

302.478.3777

REVISIONS

DRAWING NUMBER

2025-129

RJB/WAW

A R C H I T E C T U R A L A L L I A N C E

256 EAGLEVIEW BLVD

SUITE 194

EXTON, PA 19341

610.640.9000

FLOOR PLANS

SEAL DATE- 2/27/26

REGISTRATION EXPIRES- 1/31/26

The professional services of the architect are undertaken for and are performed in the interest of the owner.

No contractual obligation is assumed by the architect for the benefit of any other person involved in the project.

ISSUED FOR BIDS

RENOVATION TO

417 N MARKET ST

CITY OF WILMINGTON

NOT FOR CONSTRUCTION

KWW

2.27.26

RE DW

W DR

A1.05

A4.01

2 2 A4.01

A4.01

A4.01 21 A4.01

A7.03

±0"±0" ± -3"

±11"

± -2'-11"

± -3'-1 3/4"

AT SIDEWALK,

SEE CIVIL

DRWGS.

4' -2

31/

20 20

STUCCO PARGE

PARTY WALL

BOTH SIDES

DENOTES CHASE

TO ROOF ABV.

FILL CAVITY

W/ MINERAL

FIBER BATTS

A7.01

A6.01

6 72

A6.01

A2.01

A7.01

A7.02

A6.01

6" 6"

'-5

11" ± 25'-10"

51/ 2"

7' -9

51/2"

9'-31/2"

±1 5'

-6

31/ 2"

3' -1

31/ 2"

6' -9

51/

3' -6

-0

±48-4"

2'-81/2"

± 28'-3" 12'-2 1/2" 6" 11" 19'-63/8"

75/8"

±1'-21/4"21'-1031/32"

51/2"

4'-11/2" 8'-11/2"

51/2" 7'-1"

±15'-55/8" 31/2" ± 35'-8" 6'-0"

11"

13'-7/8" 75/8" ±1'-21/4"

31/2" 6'-2"

51/2"

5'-0"

31/2"

4'-0"

31/2"

5'-4"

51/2"

5'-6"

31/2"

±17'-63/4"

51/2"

31/2"

3' -1

31/ 2"

4' -1

31/ 2"

6' -1

1" 51/

2" 3'

-6

31/2"

4' -4

1/ 2"

31/ 2"

3' -4

3/ 4"

31/ 2"

3' -4

3/ 4"

51/ 2"

'-1

1/ 2"

51/ 2"

1' -2

51/ 2"

51/2" 2'-1" 31/2"

31/ 2"

3' -0

±1

6' -2

1/ 2"

5'-1"

±15'-3" 16'-0" 16'-0" 16'-0" 16'-0" 15'-4" 6'-5"±8'-10"

±96'-93/4"

±118'-2"

'-1 1/

108 001

D0404

38 9 16

11 10

17 14

DENOTES CHASE

TO ROOF ABV.

FILL CAVITY

W/ MINERAL

FIBER BATTS

LIVING RM. /

KITCHEN /BDRM.

BATH.

EFFICIENCY

1C UNIT

±526 SF

CL.

MECH.

CL.

RETAIL

±837 SF

OUTDOOR

AMENITY SPACE

MAIL

SPRINKLER

ACCESS

HALL

BATH.

L.CL.

UPDN

MECH.DISPLAY

DISPLAY

VESTIBULE

31 4 5 8

A2.01

'-1

1/ 2"

101/2"

±1 9'

-8

6'-51/2"

3' -1

± -7'-8"

75/8" ±15'-11/2"

HATCH DENOTES

DROPPED FRAMING FOR

ACCESSIBLE UNIT 1C

RATED ACCESS PANEL

INTERIOR PERIMETER DRAIN

PER SECTIONS DETAILS AT

ENTIRE PERIMETER AND

CENTER OF SLAB SHOWN

DASHED, CONNECTED TO

SUMP

SUMP PIT AND

PUMP, DISCHARGE

TO GRADE, PITCH

SLAB TOWARD THE

SUMP

FILL PER STRUCTURAL

AND CIVIL DRAWINGS

BUTTRESS EXISTING

PARTY WALLS PER

STRUCT. DRWGS.

NEW 8" CMU WALL

EXISTING

FOUNDATION

WALL TO REMAIN

A7.03

NEW 4" CONC. SLAB. 10 MIL

V.B. ON 4" #57 AASHTO STONE.

SEE STRUCTURAL DWGS.

±30'-7" 1'-6"

±7'-33/4" 31'-2" ±23'-51/2"

A7.01

A6.01

6 72

A6.01

±15'-3" 16'-0" 16'-0" 16'-0" 16'-0" ±15'-4" ± 96'-9 1/2"

± 118'-2"

± 94'-3/8"

6'-5"± 8'-10"

±61'-111/2" 1'-17/8" 5'-91/2" 8"

-1/ 2"

3' -9

1/ 2" 51/

2" 6'

-1 1"

51/ 2"

±3 '-8

7/ 8"

75/ 8"

±1 0'

-1 1"

75/ 8"

±3 '-8

7/ 8"

02 001

NEW 8" CMU WALL

EXISTING 12" CMU WALL PER

DEMO DRAWINGS DATED

02.27.26

EXISTING FOUND.

WALL TO REMAIN CRAWLSPACE

UNEXCAVATED

STAIR

A7.01

A7.02

A6.01

31 4 5 8

FLOOR PLAN KEYNOTES:

1. WINDOWS PER WINDOW SCHEDULE W/ 3/4" BULLNOSE SILL, 3 1/2" COLONIAL CASING

AND APRON. ENDS OF APRON SHALL BE MITERED. FILL ALL NAIL HOLES WITH WOOD

PUTTY, SAND AND PAINT. REFER TO EXTERIOR ELEVATIONS AND WINDOW SCHEDULE

FOR WINDOW TYPE AND LOCATIONS. ALL WINDOWS TO RECEIVE BLINDS PER WINDOW

SCHEDULE. TYPE 1C ACCESSIBLE UNIT SHALL HAVE ADA/ ANSI ACCESSIBLE AUTOLOCK

T-LATCH MECHANISM ON ALL WINDOWS IN UNIT. SEE TYPICAL WINDOW TRIM DETAIL.

2. STAINLESS STEEL SINK PER PLUMBING DRAWINGS. SINKS IN ACCESSIBLE UNIT 1C SHALL

BE 6" DEEP MAX. TOP MOST RIM OF SINK IN ACCESSIBLE UNIT 1C TO BE 2'-10" MAX A.F.F.

2.5# FIRE EXTINGUISHER IN EACH DWELLING UNIT MOUNTED INSIDE SINK BASE ON

BRACKET. EXTINGUISHERS IN ACCESSIBLE UNIT TO BE LOCATED ON WALL WHERE

NOTED ON PLAN. HANDLE OF EXTINGUISHER TO BE MAX 48" A.F.F.

3. WOOD WALL CABINETS W/ SOLID WOOD BOXES. EXPOSED SIDES OF WALL CABINETS

TO BE FINISHED. SHELVES TO BE PLYWOOD WITH PLASTIC LAMINATE, MIN. 1/2" THICK.

PROVIDE SOFFIT ABOVE ALL WALL CABINETS, 1" DEEPER THAT CABINETS W/ MATCHING

SCRIBE MOLDING. SEE WALL CABINET/ SOFFIT DETAIL.

4. ELECTRIC RANGE/ SELF-CLEANING OVEN MICROWAVE HOOD COMBINATION. RANGE

IN ACCESSIBLE UNIT 1C SHALL HAVE FRONT MOUNTED CONTROLS, STANDARD RANGE

HOOD WITH REMOTE SWITCH IN APRON AND COUNTERTOP MICROWAVE.

5. PLASTIC LAMINATE COUNTER WITH INTEGRAL BACK AND SIDE SPLASH. PLASTIC

LAMINATE SHALL WRAP EDGE OF COUNTER TO UNDERSIDE (EURO-EDGE), SEE TYPICAL

COUNTER DETAIL.

6. MIN. 15 CUBIC FOOT FROST-FREE REFRIGERATOR. ACCESSIBLE UNIT 1C TO HAVE SIDE-

BY-SIDE OR ADA/ ANSI COMPLIANT REFRIGERATOR.

7. WOOD BASE CABINETS W/ SOLID WOOD BOXES. TOE-KICKS TO BE PRESSURE TREATED

WITH SOLID SUBSTRATE TO ACCEPT 4" RUBBER COVE BASE. EXPOSED SIDES OF BASE

CABINETS TO BE FINISHED. PROVIDE SOLID FINISHED END PANELS AT EXPOSED

APPLIANCES AND OPEN WORK/ KNEE SPACES. SHELVES TO BE PLYWOOD WITH

PLASTIC LAMINATE, MIN. 1/2" THICK.

8. INSULATED WATER HEATER PER PLUMBING DRAWINGS. PROVIDE DRAIN PAN FOR

PRESSURE RELEF VALVE PIPE. DRAIN PAN TO BE CONNECTED TO CONDENSATE DRAIN,

SEE PLUMBING DRAWINGS.

9. HVAC EQUIPMENT PER MECHANICAL DRAWINGS.

10. 5' BATHTUB PER PLUMBING DRAWINGS. WHERE ADJACENT TO TENANT WALL, GYP

SHALL NOT BE INTERRUPTED BY THE FIXTURE. TUB WALLS ON TENANT WALLS SHALL HAVE

A SECOND LAYER OF GWB SO NOT TO INTERRUPT THE RATED ASSEMBLY, SEE TYPICAL

TUB DETAIL AT TENANT WALL. CONTRACTOR TO COORDINATE TUB ROUGH OPENINGS

AND TUB FRAMING WITH APPROVED SUBMITTAL. NOTIFY ARCHITECT OF ANY

CHANGES. TUB IN ACCESSIBLE UNIT 1C SHALL RECEIVE GRAB BARS AND FACTORY

REINFORCING.

11. STAINLESS STEEL SHOWER ROD, CUT TO LENGTH, ATTACH FLANGES TO WALL ABOVE

SURROUND WITH SCREWS AND ESCUTCHEON TO SOLID BLOCKING.

12. WATER CLOSET PER PLUMBING DRAWINGS.

13. 30" VANITY W/ SOLID WOOD BOX AND DOORS, CULTURED MARBLE TOP WITH INTEGRAL

SINK AND BACK/ SIDE SPLASH. ALL SINKS MUST HAVE INTEGRAL OVERFLOW DRAIN. SEE

PLUMBING DRAWINGS FOR FIXTURES.

14. MIN. 30" WIDE WORK SPACE WITH KNEE CLEARANCE, ADA/ ANSI TYPE 1C ACCESSIBLE

UNIT, FLOORING AND BASE TRIM SHALL EXTEND UNDER WORK SPACE. ALL EXPOSED

CABINET FACES SHALL BE FINISHED.

15. EPOXY-COATED OPEN WIRE SHELVING. BRACKETS SHALL BE ATTACHED TO STUDS,

SPACING AND FASTENING PER MANUFACTURER INSTRUCTIONS. PROVIDE SOLID

BLOCKING, NO DRYWALL ANCHORS. SHELVES IN ACCESSIBLE UNIT 1C TO BE 48" A.F.F.

TO TOP OF SHELF.

16. GWB CEILING, PRIME AND PAINT PER FINISH SCHEDULE. FIRST FLOOR AND SECOND

FLOOR FLOOR/CEILING ASSEMBLY TO BE 60 MINUTE RATED PER UL L570. SEE BUILDING

SECTIONS AND DETAILS FOR FRAMING, FURRING, CHANNEL SUPPORT AND STC

RATINGS.

17. FRAMELESS MIRROR WITH CONCEALED FASTENERS, TYP AT EACH VANITY. AT

ACCESSIBLE UNITS INSTALL STAINLESS STL. TILTED WALL MTD. MIRROR. REFLECTIVE

SURFACE MAX 40" A.F.F. SEE TYP. MOUNTING HEIGHTS FOR ACCESSIBLE UNIT.

18. ADA/ ANSI COMPLIANT THRESHOLD.

19. DISHWASHER. DISHWASHER IN ACCESSIBLE ANSI TYPE 1C UNIT SHALL BE COMPATIBLE

WITH LOWER COUNTER HEIGHT.

20. WOOD POST PER STRUCTURAL DRAWINGS, TYP.

21. 48" VANITY W/ SOLID WOOD BOX AND DOORS, CULTURED MARBLE TOP WITH INTEGRAL

SINK AND BACK/ SIDE SPLASH. ALL SINKS MUST HAVE INTEGRAL OVERFLOW DRAIN. SEE

PLUMBING DRAWINGS FOR FIXTURES.

22. 24"X60" KITCHEN ISLAND W/ WOOD BASE CABINETS W/ SOLID WOOD BOXES. TOE-

KICKS TO BE PRESSURE TREATED WITH SOLID SUBSTRATE TO ACCEPT 4" RUBBER COVE

BASE. EXPOSED SIDES OF BASE CABINETS TO BE FINISHED. PROVIDE SOLID FINISHED

END PANELS AT EXPOSED APPLIANCES AND OPEN WORK/ KNEE SPACES. SHELVES TO

BE PLYWOOD WITH PLASTIC LAMINATE, MIN. 1/2" THICK.

23. 42" BRICK WINGWALL PER DETAIL