CHAP REVIEW SET G-001

9
UP UP DN UP UP UP DN UP UP UP SUBSYSTEM TYPICAL DIMENSION INDICATOR SECTION KEYS DIRECTION OF SECTION ELEVATION KEY REVISION INDICATION REVISION NUMBER AREA REVISED DOOR NUMBER WINDOW TYPE DRAWING TITLE DRAWING NAME ENLARGED DETAIL INDICATOR DIRECTION OF SECTION TERMINATION OF SECTION SHEET IDENTIFIER FOR LOCATION OF DETAIL BUILDING SECTION LOCATION ON SHEET GRID SHEET IDENTIFIER FOR LOCATION OF SECTION WALL SECTION LOCATION ON SHEET GRID SHEET IDENTIFIER FOR LOCATION OF SECTION DETAIL LOCATION ON SHEET GRID COLUMN GRID REFERENCE DRAWING SCALE DRAWING LOCATION ON SHEET GRID 0 A1 PLAN 1/8" = 1'-0" A101 A1 SIM 1 ETR 201A CENTERLINE 9 1/2" FLOOR ELEVATION ROOM NAME & NUMBER A 0' - 9 1/2" ELEVATION LOCATION ON SHEET GRID SHEET IDENTIFIER FOR LOCATION OF ELEVATION DIRECTION OF ELEVATION A-201 A1 01 F2 A1 A-101 SIM A1 A-101 SIM ROOM NAME 101 201A 00 - 00 DOOR HARDWARE GREENMOUNT AVE 31st S T R E E T O UT DO O R CA F E S E A T I NG GENERAL ARCHITECTURAL A-101 TOWN HALL LOWER LEVEL AND 1ST FLOOR 09/16/2020 A-102 TOWN HALL 2ND AND 3RD FLOOR 09/16/2020 A-103 ANNEX LOWER LEVEL AND 1ST FLOOR 09/16/2020 A-104 ANNEX ROOF PLAN 09/16/2020 A-201b ELEVATIONS 09/16/2020 A-202b ELEVATIONS 09/16/2020 G-001 SHEET INDEX, LEGENDS, AND ABBREVIATIONS 09/16/2020 G-101 CODE ANALYSIS AND LIFE SAFETY 09/16/2020 DATE ISSUED DATE REVISED EX-102 EXISTING 2nd AND 3rd FLOOR PLANS 07/09/2020 1. No work shall be started before permit has been issued. 2. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors shall verify, and be responsible for, all dimensions and conditions on the job. This office must be notified of any variations from dimensions and conditions shown by these drawings. Shop drawings and submittals to be submitted to the Architect prior to fabrication and installation. 3. All partitions are dimensioned from finish face to finish face unless otherwise noted. All dimensions marked "hold" or "clear" shall be maintained as indicated. 4. Dimensions locating doors are to inside edge of jamb. Door frames to be set 6" from adjacent wall unless noted otherwise or dimensioned. 5. Large scale drawings take precedence over small scale, details take precedence over all. Contractor shall notify Architect in writing of any discrepancies. 6. Contractor shall coordinate and provide blocking in partitions for all millwork and wall attached items. 7. "Typical" or "typ.," shall mean that the condition is representative for similar conditions throughout, unless noted otherwise. Details are usually keyed and noted "typ." only once, when they first occur. 8. Do not scale drawings. 9. All finishes must have a flame spread rating of 200 or less and smoke generation of 450 or less (tenant space only). 10. All work shall conform to the requirements of all local and state codes. Local and state codes are to take precedence over the drawings and specifications. If a discrepancy is noted, inform the Architect immediately, before proceeding with the work. 11. The Contractor shall verify that drawings are the latest issue prior to commencing construction. 12. If Contract Drawings and Specifications are at variance with one another on a particular item or items, Contractor shall base his proposal on the better quality or more expensive of the conditions indicated or noted. An item or equipment specified under one trade shall be binding as if specified under all applicable trades. 13. The Contractor shall apply, install, connect, erect, clean and /or condition manufactured articles, materials, and/or equipment per manufacturer's instructions. In a case of conflict between manufacturer's instructions and the Contract Documents, the Contractor shall obtain written clarification from the Architect before proceeding. 14. The Contractor shall include in his bid and arrange for all hoisting charges, if any are required. 15. The Contractor shall thoroughly verify all dimensions prior to the bid submission. To the extent practicable, he shall also verify field conditions at the site. Any and all conflicts, omissions, and discrepancies shall be reported in writing to the Architect five business days prior to the bid submission, otherwise, the Contractor shall bear all costs to complete the work as intended on the drawings. The General Contractor warrants, by tendering his bid, that the work is buildable as shown. 16. The Contractor shall coordinate with the telephone and data line companies and the Tenant for all necessary telephone and data line installation work. Contractor is responsible for coordinating and scheduling of telephone and data line installation with his work. 17. The General Contractor shall file, obtain, and pay all fees for building department approvals and permits, controlled inspections, other agency approvals and permits, where required, and finalwrite- offs for project completion. Copies of all transactions are to be forwarded to the Landlord. 18. The General Contractor shall execute all inspections necessary to obtain a Certificate of Occupancy. 19. The Architect makes every attempt to stay current with city/county codes; however, occasionally a code will change without our knowledge or the code officials will reinterpret a code. We, therefore, assume no responsibility for costs associated with changes to the planned build-out spaces because of the aforementioned. 20. All wood blocking, framing and plywood sheathing to be fire retardant treated (F.R.T.) in accordance with the latest AWPA standards for plywood and lumber. 21. The General Contractor shall obtain and follow all construction procedures required for this project. 22. The General Contractor, prior to any slab penetrations, shall x-ray the existing structure for coordination. 23. All new overhead and underslab plumbing, ductwork, wiring, etc. shall be tight to the structure above. 24. All new plumbing installed outside of the conditioned tenant space shall be insulated, as required. Seal | Signature COPYRIGHT c 2020 ddb Workshop, LLC architect project client | owner revisions No. Date Title mep consultant structural consultant 11110 Radcliff Lane Fulton, MD 20759 301.580.1441 ddb WORKSHOP, LLC 3100 Greenmount 3100 Greenmount Avenue Baltimore, MD G-001 P.N. 00-000 SHEET INDEX, LEGENDS, AND ABBREVIATIONS Issue Date: 07/31/2020 Waverly Arts, LLC NW2 Engineers 819 Light Street Baltimore, MD 443-209-0587 2303 N. Charles St. Baltimore MD 443-839-0395 SITE PLAN SYMBOLS LEGEND PROJECT SUMMARY GENERAL PROJECT & CODE INFO DEMOLITION PLANS GENERAL NOTES 1/16" = 1'-0" 2 1st FLOOR - DEMO 1/16" = 1'-0" 3 2nd FLOOR - DEMO 1/16" = 1'-0" 4 3rd FLOOR - DEMO 1/16" = 1'-0" 5 SITE PLAN 1/16" = 1'-0" 1 Lower Level - DEMO OWNERS: Waverly Arts, LLC ADDRESS: 3100 Greenmount Ave, Baltimore MD 21218 ZONING: C-1 USE GROUP: Mixed Use - B and R-2 CONSTRUCTION TYPE: IIIA BUILDING AREA (EXISTING): 10,700 SF BUILDING AREA (PROPOSED): 10,700 SF BUILDING HEIGHT: 40' - 7" FIRE SUPRESSION: EXISTING: NO PROPOSED: YES APPLICABLE CODES: 2019 MARYLAND BUILDING PERFORMANCE STANDARDS 2018 INTERNATIONAL EXISTING BUILDING CODE 2018 INTERNATIONAL BUILDING CODE 2017 NATIONAL ELECTRIC CODE 2018 INTERNATIONAL PLUMBING CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL FIRE CODE 2018 INTERNATIONAL ENERGY CONSERVATION CODE 2012 INTERNATIONAL GREEN CONSTRUCTION CODE CODE NOTE: UTILIZING SINGLE STAIR MEANS OF EGRESS, IEBC EXCEPTION 805.3.1.1, EXCEPTION 6 SINGLE EXIT BUILDINGS. ONLY ONE EXIT IS REQUIRED FROM BUILDINGS AND SPACES OF THE FOLLOWING OCCUPANCIES: 6. IN MULTILEVEL DWELLING UNITS IN BUILDINGS OF OCCUPANCY GROUP R-1 AND R-2, AN EXIT SHALL NOT BE REQUIRED FROM EVERY LEVEL OF THE DWELLING UNIT PROVIDED THAT ONE OF THE FOLLOWING CONDITIONS IS MET: 6.1 TRAVEL DISTANCE WITHIN THE DWELLING UNIT DOES NOT EXCEED 75 FEET; REFER TO EGRESS PLANS FOR SINGLE STAIR EGRESS PLANS TYPE OF CONSTRUCTION: TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS) BUILDING ELEMENT TYPE RATING PRIMARY STRUCTURAL FRAME 0 BEARING WALLS (EXTERIOR) 1 BEARING WALLS (INTERIOR) 0 APARTMENT SEPARATION 1 NONBEARING WALLS & PARTITIONS INTERIOR 0 FLOOR CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS 1 ROOF CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS 0 CONSTRUCTION CLASSIFICATION: SECTION 602.3 TYPE IIIA OCCUPANT LOAD SECTION 1004, TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT FUNCTION OF SPACE: RESIDENTIAL 200 GROSS/OCCUPANT COMMERCIAL 100 GROSS/OCCUPANT AREA: RESIDENTIAL xx sq.ft. COMMERCIAL xx sq.ft. TOTAL OCCUPANT LOAD: xx CHAP REVIEW SET

Transcript of CHAP REVIEW SET G-001

Page 1: CHAP REVIEW SET G-001

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SUBSYSTEM

TYPICAL DIMENSION INDICATOR

SECTION KEYSDIRECTION OF SECTION

ELEVATION KEY

REVISION INDICATION

REVISION NUMBER

AREA REVISED

DOOR NUMBER

WINDOW TYPE

DRAWING TITLE

DRAWING NAME

ENLARGED DETAIL INDICATOR

DIRECTION OF SECTION

TERMINATION OF SECTION

SHEET IDENTIFIER FOR LOCATION OF DETAIL

BUILDING SECTION LOCATION ON SHEET GRID

SHEET IDENTIFIER FOR LOCATION OF SECTION

WALL SECTION LOCATION ON SHEET GRID

SHEET IDENTIFIER FOR LOCATION OF SECTION

DETAIL LOCATION ON SHEET GRIDCOLUMN GRID REFERENCE

DRAWING SCALE

DRAWING LOCATION ON SHEET GRID

0

A1PLAN1/8" = 1'-0"

A101A1

SIM

1

ETR

201A

CENTERLINE

9 1/2"

FLOOR ELEVATION

ROOM NAME & NUMBER

A

0' - 9 1/2"

ELEVATION LOCATION ON SHEET GRID

SHEET IDENTIFIER FOR LOCATION OF ELEVATION

DIRECTION OF ELEVATION

A-201

A101 F2

A1

A-101

SIM

A1

A-101

SIM

ROOM

NAME101

201A00-00

DOOR HARDWARE

GR

EE

NM

OU

NT

AV

E

31st STREET

OUTDOOR CAFE SEATING

GENERAL

ARCHITECTURAL

A-101 TOWN HALL LOWER LEVEL AND 1ST FLOOR 09/16/2020

A-102 TOWN HALL 2ND AND 3RD FLOOR 09/16/2020

A-103 ANNEX LOWER LEVEL AND 1ST FLOOR 09/16/2020

A-104 ANNEX ROOF PLAN 09/16/2020

A-201b ELEVATIONS 09/16/2020

A-202b ELEVATIONS 09/16/2020

G-001 SHEET INDEX, LEGENDS, AND ABBREVIATIONS 09/16/2020

G-101 CODE ANALYSIS AND LIFE SAFETY 09/16/2020

DATE

ISSUED

DATE

REVISED

EX-102 EXISTING 2nd AND 3rd FLOOR PLANS 07/09/2020

1. No work shall be started before permit has been issued.2. Written dimensions on these drawings shall have precedence over scaled dimensions. Contractors

shall verify, and be responsible for, all dimensions and conditions on the job. This office must be notified of any variations from dimensions and conditions shown by these drawings. Shop drawings and submittals to be submitted to the Architect prior to fabrication and installation.

3. All partitions are dimensioned from finish face to finish face unless otherwise noted. All dimensions marked "hold" or "clear" shall be maintained as indicated.

4. Dimensions locating doors are to inside edge of jamb. Door frames to be set 6" from adjacent wall unless noted otherwise or dimensioned.

5. Large scale drawings take precedence over small scale, details take precedence over all. Contractor shall notify Architect in writing of any discrepancies.

6. Contractor shall coordinate and provide blocking in partitions for all millwork and wall attached items.7. "Typical" or "typ.," shall mean that the condition is representative for similar conditions throughout,

unless noted otherwise. Details are usually keyed and noted "typ." only once, when they first occur.8. Do not scale drawings.9. All finishes must have a flame spread rating of 200 or less and smoke generation of 450 or less

(tenant space only).10. All work shall conform to the requirements of all local and state codes. Local and state codes are to

take precedence over the drawings and specifications. If a discrepancy is noted, inform the Architect immediately, before proceeding with the work.

11. The Contractor shall verify that drawings are the latest issue prior to commencing construction.12. If Contract Drawings and Specifications are at variance with one another on a particular item or items,

Contractor shall base his proposal on the better quality or more expensive of the conditions indicated or noted. An item or equipment specified under one trade shall be binding as if specified under all applicable trades.

13. The Contractor shall apply, install, connect, erect, clean and /or condition manufactured articles, materials, and/or equipment per manufacturer's instructions. In a case of conflict between manufacturer's instructions and the Contract Documents, the Contractor shall obtain written clarification from the Architect before proceeding.

14. The Contractor shall include in his bid and arrange for all hoisting charges, if any are required.15. The Contractor shall thoroughly verify all dimensions prior to the bid submission. To the extent

practicable, he shall also verify field conditions at the site. Any and all conflicts, omissions, and discrepancies shall be reported in writing to the Architect five business days prior to the bid submission, otherwise, the Contractor shall bear all costs to complete the work as intended on the drawings. The General Contractor warrants, by tendering his bid, that the work is buildable as shown.

16. The Contractor shall coordinate with the telephone and data line companies and the Tenant for all necessary telephone and data line installation work. Contractor is responsible for coordinating and scheduling of telephone and data line installation with his work.

17. The General Contractor shall file, obtain, and pay all fees for building department approvals and permits, controlled inspections, other agency approvals and permits, where required, and finalwrite-offs for project completion. Copies of all transactions are to be forwarded to the Landlord.

18. The General Contractor shall execute all inspections necessary to obtain a Certificate of Occupancy.19. The Architect makes every attempt to stay current with city/county codes; however, occasionally a

code will change without our knowledge or the code officials will reinterpret a code. We, therefore, assume no responsibility for costs associated with changes to the planned build-out spaces because of the aforementioned.

20. All wood blocking, framing and plywood sheathing to be fire retardant treated (F.R.T.) in accordance with the latest AWPA standards for plywood and lumber.

21. The General Contractor shall obtain and follow all construction procedures required for this project.22. The General Contractor, prior to any slab penetrations, shall x-ray the existing structure for

coordination.23. All new overhead and underslab plumbing, ductwork, wiring, etc. shall be tight to the structure above.24. All new plumbing installed outside of the conditioned tenant space shall be insulated, as required.

Seal | Signature

COPYRIGHT c 2020 ddb Workshop, LLC

architect

project

client | owner

revisions

No. Date Title

mep consultant

structural consultant

11110 Radcliff Lane

Fulton, MD 20759301.580.1441

ddb WORKSHOP, LLC

3100Greenmount

3100 Greenmount AvenueBaltimore, MD

G-001P.N. 00-000

SHEET INDEX,LEGENDS, AND

ABBREVIATIONS

Issue Date: 07/31/2020

Waverly Arts, LLC

NW2 Engineers

819 Light StreetBaltimore, MD443-209-0587

2303 N. Charles St.Baltimore MD443-839-0395

SITE PLAN

SYMBOLS LEGEND PROJECT SUMMARY

GENERAL PROJECT & CODE INFO

DEMOLITION PLANS

GENERAL NOTES

1/16" = 1'-0"2

1st FLOOR - DEMO1/16" = 1'-0"

32nd FLOOR - DEMO

1/16" = 1'-0"4

3rd FLOOR - DEMO

1/16" = 1'-0"5

SITE PLAN

1/16" = 1'-0"1

Lower Level - DEMO

OWNERS: Waverly Arts, LLCADDRESS: 3100 Greenmount Ave, Baltimore MD 21218

ZONING: C-1USE GROUP: Mixed Use - B and R-2CONSTRUCTION TYPE: IIIA

BUILDING AREA (EXISTING): 10,700 SFBUILDING AREA (PROPOSED): 10,700 SFBUILDING HEIGHT: 40' - 7"FIRE SUPRESSION:

EXISTING: NOPROPOSED: YES

APPLICABLE CODES:

2019 MARYLAND BUILDING PERFORMANCE STANDARDS2018 INTERNATIONAL EXISTING BUILDING CODE2018 INTERNATIONAL BUILDING CODE2017 NATIONAL ELECTRIC CODE2018 INTERNATIONAL PLUMBING CODE2018 INTERNATIONAL MECHANICAL CODE2018 INTERNATIONAL FIRE CODE2018 INTERNATIONAL ENERGY CONSERVATION CODE2012 INTERNATIONAL GREEN CONSTRUCTION CODE

CODE NOTE:UTILIZING SINGLE STAIR MEANS OF EGRESS, IEBC EXCEPTION 805.3.1.1, EXCEPTION 6

SINGLE‐EXIT BUILDINGS. ONLY ONE EXIT IS REQUIRED FROM BUILDINGS AND SPACES OF THE FOLLOWING OCCUPANCIES:

6. IN MULTILEVEL DWELLING UNITS IN BUILDINGS OF OCCUPANCY GROUP R-1 AND R-2, AN EXIT SHALL NOT BE REQUIRED FROM EVERY LEVEL OF THE DWELLING UNIT PROVIDED THAT ONE OF THE FOLLOWING CONDITIONS IS MET:

6.1 TRAVEL DISTANCE WITHIN THE DWELLING UNIT DOES NOT EXCEED 75 FEET;

REFER TO EGRESS PLANS FOR SINGLE STAIR EGRESS PLANS

TYPE OF CONSTRUCTION:

TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)

BUILDING ELEMENT TYPE RATING

PRIMARY STRUCTURAL FRAME 0BEARING WALLS (EXTERIOR) 1BEARING WALLS (INTERIOR) 0APARTMENT SEPARATION 1NONBEARING WALLS & PARTITIONS INTERIOR 0FLOOR CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS 1ROOF CONSTRUCTION & ASSOCIATED SECONDARY MEMBERS 0

CONSTRUCTION CLASSIFICATION:SECTION 602.3 TYPE IIIA

OCCUPANT LOAD SECTION 1004, TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT

FUNCTION OF SPACE: RESIDENTIAL 200 GROSS/OCCUPANT COMMERCIAL 100 GROSS/OCCUPANT

AREA: RESIDENTIAL xx sq.ft. COMMERCIAL xx sq.ft.

TOTAL OCCUPANT LOAD: xx

CHAP REVIEW SET

Page 2: CHAP REVIEW SET G-001

Seal | Signature

COPYRIGHT c 2020 ddb Workshop, LLC

architect

project

client | owner

revisions

No. Date Title

mep consultant

structural consultant

11110 Radcliff Lane

Fulton, MD 20759301.580.1441

ddb WORKSHOP, LLC

3100Greenmount

3100 Greenmount AvenueBaltimore, MD

EX-101P.N. 00-000

EXISTING 1stAND 2nd

FLOOR PLANS

Issue Date: 07/31/2020

Waverly Arts, LLC

NW2 Engineers

819 Light StreetBaltimore, MD443-209-0587

2303 N. Charles St.Baltimore MD443-839-0395

1/8" = 1'-0"1

Lower Level - Existing1/8" = 1'-0"

21st Floor - Existing

Page 3: CHAP REVIEW SET G-001

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Seal | Signature

COPYRIGHT c 2020 ddb Workshop, LLC

architect

project

client | owner

revisions

No. Date Title

mep consultant

structural consultant

11110 Radcliff Lane

Fulton, MD 20759301.580.1441

ddb WORKSHOP, LLC

3100Greenmount

3100 Greenmount AvenueBaltimore, MD

EX-102P.N. 00-000

EXISTING 2ndAND 3rd FLOOR

PLANS

Issue Date: 07/31/2020

Waverly Arts, LLC

NW2 Engineers

819 Light StreetBaltimore, MD443-209-0587

2303 N. Charles St.Baltimore MD443-839-0395

1/8" = 1'-0"2

2nd Floor - Existing1/8" = 1'-0"

33rd Floor - Existing

Page 4: CHAP REVIEW SET G-001

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1117 SF

COMMERCIALA

710 SF

COMMERCIALC

1

A-201

NEW ADA RAMP

765 SF

COMMERCIALB

RESTORED STOREFRONT

2'-10

"2

'-10

"

RESTORED STOREFRONT

RESTORE/INFILL MASONRY WALL

RESTORED STOREFRONT

RESTORED STOREFRONT

POTENTIAL COMMUNITY SERVICES

104 SF

COMMERCIALC

39 SF

BATHB

39 SF

BATHA

2

A-201

3

A-201

1

A-201b

2

A-201b

3

A-201b

MECHANICALB1

MECHANICALB2

TRASH ROOMF

WALL LEGEND

EXISTING / ORIGINAL

PROPOSED

WALL TO BE REMOVED

Seal | Signature

COPYRIGHT c 2020 ddb Workshop, LLC

architect

project

client | owner

revisions

No. Date Title

mep consultant

structural consultant

11110 Radcliff Lane

Fulton, MD 20759301.580.1441

ddb WORKSHOP, LLC

3100Greenmount

3100 Greenmount AvenueBaltimore, MD

A-101P.N. 00-000

TOWN HALLLOWER LEVEL

AND 1STFLOOR

Issue Date: 07/31/2020

Waverly Arts, LLC

NW2 Engineers

819 Light StreetBaltimore, MD443-209-0587

2303 N. Charles St.Baltimore MD443-839-0395

1/4" = 1'-0"2

1ST FLOOR TOWN HALL - PROPOSED1/4" = 1'-0"

1LOWER LEVEL TOWN HALL - PROPOSED

Page 5: CHAP REVIEW SET G-001

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W/D

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W/D

WH

W/D

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WH

STUDIO UNIT2

STUDIO UNIT1

1 BR UNIT4

STAIR TO ABOVE BEDROOM

1

A-201

1 BR UNIT3

STAIRWELL

RESTORE STAIR

NE

W

CO

RR

IDO

R

1

A-201b

2ND STORY SPACE

STUDIO UNIT5

1 BR UNIT6

STUDIO UNIT7

1

A-201

OPEN TO BELOW

STAIRWELL

RESTORE STAIR

NE

W

CO

RR

IDO

R

1'-5

"

1

A-201b

WALL LEGEND

EXISTING / ORIGINAL

PROPOSED

WALL TO BE REMOVED

Seal | Signature

COPYRIGHT c 2020 ddb Workshop, LLC

architect

project

client | owner

revisions

No. Date Title

mep consultant

structural consultant

11110 Radcliff Lane

Fulton, MD 20759301.580.1441

ddb WORKSHOP, LLC

3100Greenmount

3100 Greenmount AvenueBaltimore, MD

A-102P.N. 00-000

TOWN HALL2ND AND 3RD

FLOOR

Issue Date: 07/31/2020

Waverly Arts, LLC

NW2 Engineers

819 Light StreetBaltimore, MD443-209-0587

2303 N. Charles St.Baltimore MD443-839-0395

1/4" = 1'-0"1

2ND FLOOR TOWN HALL - PROPOSED1/4" = 1'-0"

23RD FLOOR TOWN HALL - PROPOSED

Page 6: CHAP REVIEW SET G-001

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1847 SF

COMMERCIALE

TRASH ROOMF

1942 SF

COMMERCIALD

104 SF

COMMERCIALC

WALL LEGEND

EXISTING / ORIGINAL

PROPOSED

WALL TO BE REMOVED

Seal | Signature

COPYRIGHT c 2020 ddb Workshop, LLC

architect

project

client | owner

revisions

No. Date Title

mep consultant

structural consultant

11110 Radcliff Lane

Fulton, MD 20759301.580.1441

ddb WORKSHOP, LLC

3100Greenmount

3100 Greenmount AvenueBaltimore, MD

A-103P.N. 00-000

ANNEX LOWERLEVEL AND 1ST

FLOOR

Issue Date: 07/31/2020

Waverly Arts, LLC

NW2 Engineers

819 Light StreetBaltimore, MD443-209-0587

2303 N. Charles St.Baltimore MD443-839-0395

1/4" = 1'-0"1

LOWER LEVEL ANNEX - PROPOSED

1/4" = 1'-0"2

1ST FLOOR ANNEX - PROPOSED

Page 7: CHAP REVIEW SET G-001

DW

1 BR UNIT3

Seal | Signature

COPYRIGHT c 2020 ddb Workshop, LLC

architect

project

client | owner

revisions

No. Date Title

mep consultant

structural consultant

11110 Radcliff Lane

Fulton, MD 20759301.580.1441

ddb WORKSHOP, LLC

3100Greenmount

3100 Greenmount AvenueBaltimore, MD

A-104P.N. 00-000

ANNEX ROOFPLAN

Issue Date: 07/31/2020

Waverly Arts, LLC

NW2 Engineers

819 Light StreetBaltimore, MD443-209-0587

2303 N. Charles St.Baltimore MD443-839-0395

1/4" = 1'-0"1

ROOF PLAN - ANNEX

RESTORE SKYLIGHTS

Page 8: CHAP REVIEW SET G-001

2

A-201

3

A-201

3100

ENLARGED 4/4 DOUBLE HUNG WINDOWS w/ PEDIMENT

ENLARGED 4/4 DOUBLE HUNG WINDOW w/ ARCH TOP PEDIMENT

NEW GABLE CIRCULAR WINDOW

NEW DIVIDED LITE STOREFRONT WINDOW BAYS

RESTORED CORNICE

PAINTED HARDIE PANEL BASE

PAINTED DOWNSPOUT AND SCUPPER

2

A-201b

3

A-201b

CORNICE LINE

3/4" HARDIE PANEL TRIM

STOREFRONT GLASS w/ 1" SIGHT LINES

HARDIE PANEL BOARD BASE w/ INSET PANEL DETAILING

FOUNDATION TO SUPPORT RESTORED WINDOW BAY

EXISTING BRICK FACADE

COMMERCIALA

CORNICE LINE

3/4" HARDIE PANEL TRIM

STOREFRONT GLASS w/ 1" SIGHT LINES

RESTORE MARBLE ENTRY STEPS

NEW WOOD ENTRY DOOR

EXISTING BRICK FACADE

RESTORED WINDOWS ABOVE

COMMERCIAL SIGNAGE w/ UP LIGHTING ATOP CORNICE

Seal | Signature

COPYRIGHT c 2020 ddb Workshop, LLC

architect

project

client | owner

revisions

No. Date Title

mep consultant

structural consultant

11110 Radcliff Lane

Fulton, MD 20759301.580.1441

ddb WORKSHOP, LLC

3100Greenmount

3100 Greenmount AvenueBaltimore, MD

A-201bP.N. 00-000

ELEVATIONS

Issue Date: 07/31/2020

Waverly Arts, LLC

NW2 Engineers

819 Light StreetBaltimore, MD443-209-0587

2303 N. Charles St.Baltimore MD443-839-0395

1/4" = 1'-0"1

FRONT ELEVATION - CHAP REVIEW

1/2" = 1'-0"2

WINDOW BAY STOREFRONT DETAIL1/2" = 1'-0"

3WINDOW BAY STOREFRONT ENTRY

Page 9: CHAP REVIEW SET G-001

1st Floor0' - 0"

2nd Floor11' - 4"

3rd Floor21' - 2"

Roof Level31' - 2"

Front Unit Fl Level13' - 6"

NEW ADA RAMP

RESTORE BRICK, INFILL

NEW 4/4 ENLARGED WINDOW

PEDIMENTS ATOP ENLARGED WINDOWS, TYPICAL

NEW ASPHALT SHINGLE ROOFING

RESTORED CORNICE AND FRIEZE BOARDS AT ROOF LINE

NEW PAINTED HARDIE PANEL STOREFRONT w/ DIVIDED LITE STOREFRONT GLASS

NEW STOREFRONT GLASS

NEW PAINTED PIPE RAILING

NEW METAL COPING

Seal | Signature

COPYRIGHT c 2020 ddb Workshop, LLC

architect

project

client | owner

revisions

No. Date Title

mep consultant

structural consultant

11110 Radcliff Lane

Fulton, MD 20759301.580.1441

ddb WORKSHOP, LLC

3100Greenmount

3100 Greenmount AvenueBaltimore, MD

A-202bP.N. 00-000

ELEVATIONS

Issue Date: 07/31/2020

Waverly Arts, LLC

NW2 Engineers

819 Light StreetBaltimore, MD443-209-0587

2303 N. Charles St.Baltimore MD443-839-0395

1/4" = 1'-0"1

31st STREET ELEVATION - CHAP REVIEW