Professional Work Samples by M Hossain

Meshkath

Mohamma

Architectura

d Hossain

l Portfolio (P rofessional+

Academic)

Content

Row House Company: Location: Type: Project Status Year: Responsibilities:

- Casalina Design -1401 N 31st ,Philadelphia , PA - Residential -Built -2017

01 PPH Addition Company: Location: Project Status Type: Year: Responsibilities:

- Design Development - 3d visualization -Working Drawing (Elevation & Detailing)

Mollah Motors Showroom 1401 N 31st Street Chuadanga, Bangladesh

Agrani Bank Headquarter

Dhaka, Bangladesh

3d Visualization

Philadelphia, PA

- Casalina Design -Philadelphia , PA -Under Construction - Mixed Used Renovation -2017 - Design Development - 3d visualization+ Animation

ACE Center

Animation Link:

https://www.youtube.com/watch?time_continue=1&v=zRiRMxWjsDE

Philadelphia, PA

First Floor Plan

Novia Tower Complex

Kushtia, Bangladesh

Signature Spa Springfield, PA

03 Mixed-Use Development Company Location Project Status Year Responsibilities

-SN Low & Associates -Danga Bay, Johor, Malaysia -Under Construction -2012/13

Signature Spa

Springfield, PA

- Concept Development - Schematic design -3d Modeling + Visualization

First Floor Plan

Jala Sukdai Mix-used Development Danga Bay Master Plan Dangabay, Malayasia

Elevation

Zoning Section

Master plan

Dangabay, Malayasia

Mix-Used Complex Philadelphia, PA

Logan Apartment Complex Philadelphia, PA

Professional & Academic Works

Competition Entry

Agrani Bank Headquarter

Location II Dhaka, Bangladesh Typology II Office Project Status II Unbuilt Supervisor II Mujtaba Ahsan Role: II Designer

a gr

ild

3D Agrani Bank is one of the major public Bank in Bangladesh. Due to rapid growth and imposed the need for a new headquarters. This competition design brief required a building that would be a landmark in the urban texture of Dhaka. This Bank was designed for predominantly as a office building with Multipurpose area, Branch office, Prayer Hall, Car Park, Healthcare, Guest Houses, Daycare facilities, etc.

3D Diagram

SPACE REQUIREMENT-Ancillary functions (as per persons) Auditorium

15 sft per person (including everything)-for 500 persons

7500 sft

697 sqm

Canteen

13 sft per person (including kitchen)-for 150 persons

1950 sft

181 sqm

Conference

13 sft per persons (including everything) –for 100 persons

1300 sft

121 sqm

Meeting room

15 sft per persons (including everything) –for 30 persons

450 sft

42 sqm

Healthcare

5 beds with toilet and other supportive functions

250+200 sft

42 sqm

Day care

25 sft per child – for 20 children

500 sft

46 sqm

Prayer space

For 100 persons (including ambulatory space)

1200 sft (gross)

111 sqm

Guest house

For 15 persons

1700 sft (gross)

158 sqm

Library

For 2500 books- all included

1000 sft (gross)

93 sqm

Site

i D g

es W Program and Circulation

Arrangement &Orientation

Lifted and Reorganize

Connection & Circulation

u So

Program 14

6 7 5

13 6

Zoning

Core Guest Room Daycare Prayer Space Health Care Cafe Regional Branch Office Space Meeting Conference Multipurpose

7 6

4 9

3 12

6 12

5 2

Second Floor Plan

12 6

7 5

4 15

Basement Plan

6 1 2 3 4 5 6

Drop-0ff Ramp Lobby Elevator Core Toilet Stair

7 HVAC Room 8 Meeting space 9 Conference 10 Multipurpose area 11 Office Space 12 Green garden

13 Regional Branch 14 Vault Room 15 Car Park 16 Footpath 17 Storage 18 Central Hvac Space

First Floor Plan

Seventh Floor Plan

Section AAâ&#x20AC;&#x2122;

West Elevation

Horizontal Pargola

Vertical Louver

Horizontal Louver

Open Courtyard

Green Garden

3D Diagram

Professional Works

Molla Motors Office and Showroom

Location II Chuadanga, Bangladesh Typology II Retail & office Project Status II Under Construction Supervisor II Irfan Khan Role: II Architectural Designer First Floor Plan

Storage

Second Floor Plan Side walk

Main Street

Site Plan

Sheet Number:

5' - 0"

A104

5' - 0"

3' - 0"

Top Of the Roof 27' - 0"

3' - 0"

4' - 4"

Roof 25' - 0" L2 Upper Ceiling 23' - 0"

0' - 6"2' - 0"

3' - 0" 2' - 4"

22' - 0"

Level 2 13' - 0" L1 Upper Ceiling 11' - 0" L1 Lower Ceiling 10' - 6"

Seal:

9' - 8"

15' - 4"

2' - 6"

ree Deg

5' - 0"

0.00 12

10' - 0"

5' - 0"

2' - 0"

11' - 1"

Email: trinbar@msn.com Phone: 267.271.7766

5' - 0"

Project Number: 02 05 2001 2023

5' - 0"

Address: 1125 MASON AVENUE DREXEL HILL, PA 19026

5' - 0"

Henry Building Services, LLC

2' - 0"

Level 1 1' - 0" Grade 0' - 0"

Elevation

Seal:

RF Plan @ First floor Revisions No.

Date

Discription

Second Floor Plan

First Floor Plan 1

4 A108

Ceramic Stone Cap 1/2" Plaster Wall

Roof 25' - 0"

2' - 0"

10"x12" Structural Concrete Beam Filled with Rebar

Top Of the Roof 27' - 0"

2' - 0"

6" Concrete Slab filled with Rebar

L2 Upper Ceiling 23' - 0"

10" Brick Wall

Ceramic Stone Cap

1 1/2 " Thick Gypsum Board Coumpound Ceiling

1/2" Plaster Wall 10' - 0"

6" Concrete Slab filled with Rebar

See Details for Interior wall Finish Anderson 50" X 48" aluminium frame double glazed double casement window with partially Oparable

5 A108

Level 2 13' - 0"

27' - 0"

6" Concrete Slab filled with Rebar

0' - 6"2' - 0"

10"x12" Structural Concrete Beam Filled with Rebar

10" Brick Wall

10"x12" Structural Concrete Beam Filled with Rebar

10" Brick Wall

1 1/2 " Thick Gypsum Board Coumpound Ceiling

L1 Upper Ceiling 11' - 0" L1 Lower Ceiling 10' - 6"

Upper Level 1 1/2 " Thick Gypsum Board Drop Ceiling See Details in interior Layout

See Details for Interior wall Finish Anderson 50" X 48" aluminium frame double glazed double casement window with partially Oparable 6" Concrete Slab filled with Rebar

9' - 6"

Lower Level 1 1/2 " Thick Gypsum Board Drop Ceiling See Details in interior Layout

10"x12" Structural Concrete Beam Filled with Rebar

6 A108

1/2" Plaster Wall (Cement sand ratio 1:2) 10" Brick Wall

Email: trinbar@msn.com Phone: 267.271.7766

Project Number: 02 05 2001 2023

Henry Building Services, LLC

Seal:

Stair Detail 01 1" = 1'-0"

Section 2 - Roof Detail 1 1" = 1'-0"

Email: trinbar@msn.com Phone: 267.271.7766

1' - 6"

Seal:

Seal: 1" x 2 1/2" Handrail Hole Revisions

Concrete Stair Slab Filled

Seal:

Stair Detail 02 1" = 1'-0"

3/4" Marvel Floor Finished see material details for type and style

1/2" Cement sand Plaster (Ratio 1:2)

4" Concrete Floor Slab filled With Rebar

10" Brick Wall

Structural Beam Filled with Rebar

1/2" D.P.C. Cut

0' - 0 3/4"

Date

Level 1 1' - 0"

Revisions No.

Wall Finished see material details for type and style

3/4" Marvel Floor Finished see material details for type and style

Discription

Drawn By:

0' - 5"

Design By: Check By:

H. Travor

Drawn By:

Author

Issue Date : 11/9/2019 6:46:10 PM Sheet Name: Unnamed

1' - 8"

1" Rammed Sand

10 MM Vapor Barier

10"x 1'-0" Concrete Beam filled with rebar

Mud Slab See Details for Interior wall Finishing type and style

1/4" Tempared

0' - 1"

10 MM Vapor Barier

H. Travor

Drawn By:

Author

Issue Date : 11/9/2019 6:46:10 PM Sheet Name: Unnamed

1/2" Cement sand Plaster (Ratio 1:2) 3 1/2" Concrete Slab

6" Concrete Slab filled with rebar

Marvel Floor Finish See finishing details for type ans style

Check By:

Top Of the Roof 27' - 0"

1/2" Cement sand Plaster (Ratio 1:2)

See Details for Interior wall Finish 6" Marvel Tile Base Design By:

1/2" Cement sand Plaster (Ratio 1:2)

10 MM Vapor Barier Roof 25' - 0"

10"x 1'-0" Concrete Beam filled with rebar

Level 2 13' - 0"

2 1/2" Styrofoam

1 1/2 " Thick Gypsum Board Coumpound Ceiling Hanging Ceiling Bracket L1 Upper Ceiling 11' - 0"

Hanging Ceiling Bracket

10" Brick wall

L2 Upper Ceiling 23' - 0"

See Details for Interior wall Finish

L1 Lower Ceiling 10' - 6"

1 1/2 " Thick Gypsum Board Drop Ceiling

1 1/2" Dia Metal Hand rail (TYP)

A109

1' - 0"

1'-0" Ceramic Stone Cap

1 1/2 " Thick Gypsum Board Drop Ceiling

1/2" Cement sand Plaster (Ratio 1:2)

Seal:

Section 2 - Floor Detail 2 1" = 1'-0"

Section 2 - Foundation Detail 3 1" = 1'-0"

1" Square Hand rail (TYP)

Discription

1 1/2 " Thick Gypsum Grade Board Coumpound Ceiling 0' - 0"

Concrete slab filled with rebar

Issue Date : 11/9/2019 6:52:07 PM 0' - 5" Sheet Name: Section and Details-1

20" 2 cousrse Foundation wall

1" Mavel Tiles Flooring See interior details for type and style

Date

Level 1 1' - 0"

10" Brick wall

H. Travor

Sheet Number:

Revisions No.

6" Mavel Tiles Base See interior details for type and style

4" Concrete Slab

10" Brick Wall

Level 1 1' - 0"

3/4" Marvel Floor Finished see material details for type and style

Stair Detail 01

Design 1" = 1'-0" By: Check By:

Grade 0' - 0"

A 0' - 0 3/4" 0' - 10 1/4"

1" x 2 1/2" Handrail Hole Concrete Stair Slab Filled with Structural Rebar

0' - 0 3/4" 0' - 10 1/4"

Section 2 - Roof Detail 1 1" = 1'-0"

Seal:

1" x 2 1/2" Handrail Hole

Concrete Stair Slab Filled with Structural Rebar Wall Finished see material

0' - 0 3/4" 0' - 10 1/4"

Email: trinbar@msn.com Phone: 267.271.7766

3/4" Marvel Floor Finished see material details for type and style

No. Date Rebar Discription with Structural

0' - 0 3/4" 0' - 10 1/4"

Project Number: 02 05 2001 2023

Concrete Stair Slab Filled with Structural Rebar

Grade 0' - 0" 4

Seal:

Section 2 - Floor Detail 2 1" = 1'-0"

Structural Beam Filled with Rebar

Stair Detail 02 1" = 1'-0"

1 1/2 " Thick Gypsum Board Drop Ceiling

1/2" Cement sand Plaster (Ratio 1:2)

Address: 1125 MASON AVENUE DREXEL HILL, PA 19026

4" Concrete Floor Slab filled With Rebar

Wall Finished see material details for type and style

L1 Lower Ceiling 10' - 6"

Henry Building Services, LLC

0' - 6"2' - 0" 9' - 6" 1' - 0" 5' - 0"

Address: 1125 MASON AVENUE DREXEL HILL, PA 19026

0' - 4"

3/4" Marvel Floor Finished see material details for type and style

L2 Upper Ceiling 23' - 0"

See Details for Interior wall Finish

1 1/2 " Thick Gypsum Board Drop Ceiling

0' - 4"

3/4" Marvel Floor Finished see material details for type and style

Hanging Ceiling Bracket

10" Brick wall

L1 Upper Ceiling 11' - 0"

1/2" Cement Only Plaser 10 MM Vapor Barier

3/4" Marvel Floor Finished see material details for type and style

Roof 25' - 0" 2 1/2" Styrofoam

Hanging Ceiling Bracket

See Details for Interior wall Finishing type and style

Wall Finished see material details for type and style

0' - 10 1/4"

10 MM Vapor Barier

1 1/2 " Thick Gypsum Board Coumpound Ceiling

10"x 1'-0" Concrete Beam filled with rebar

4" Concrete Floor Slab filled With Rebar

3 1/2" Concrete Slab

Enter address here

concrete Slab Section 2 - Hand Rail Detail 2 1" = 1'-0"

Metal Braket Fittings (Type)

Top Of the Roof 27' - 0"

1/2" Cement sand Plaster (Ratio 1:2)

10"x 1'-0" Concrete Beam filled with rebar

Concrete slab filled with rebar

1" x 2 1/2" Handrail Hole

Footing -5' - 0"

1" Square Hand rail (TYP)

Concrete Stair Slab Filled with Structural Rebar Section 2 - Hand Rail Detail 2 Wall Finished see material 1" = 1'-0" details for type and style

0' - 0 3/4" 0' - 10 1/4"

4" Concrete Floor Slab filled With Rebar

10 MM Vapor Barier

6" Concrete Slab filled with rebar

Level 2 13' - 0"

0' - 5 3/4"

1" Square Hand rail (TYP) 0' - 1"

1" x 2 1/2" Handrail Hole Epoxy Ceremic Floor Finished

3/4" Marvel Floor Finished see material details for type and style

Metal Braket Fittings (Type)

0' - 0"

1 1/2 " Thick Gypsum Board Drop Ceiling

0' - 1"

Section 2 - Roof Detail 1 1" = 1'-0" 1" x 2 1/2" Handrail Hole

Seal:

concrete Slab

Concrete Stair Slab Filled with Structural Rebar

0' - 1"

2' - 1"

2' - 3"

1/4" Tempared Glass (TYP)

Hanging Ceiling Bracket L2 Upper Ceiling Level 1 1' - 0" 23' - 0" Grade

1" x 2 1/2" Handrail Hole

1" x 2 1/2" Handrail Hole 0' - 1"

1" Square Hand rail (TYP)

2 1/2" Styrofoam

A109

1' - 0"

1/2" Cement sand Plaster (Ratio 1:2)

Marvel Floor Finish See finishing details for type ans style

1/2" Cement sand Plaster (Ratio 1:2)

0' - 1"

Hand rail (TYP)

Roof 25' - 0"

0' - 5 3/4"

1" Square Hand rail (TYP)

0' - 6"

Section 2 1 1/2"=Dia Metal 1/4" 1'-0"

L1 Lower Ceiling

7 A108

(Ratio 1:2)

Epoxy Ceremic Floor Finished

Concrete Ramp

2' - 3"

11'Slab - 0" Mud Slab 3 1/2" Concrete

Alumion Frame Clear 0' - 5" Wall glass Curtain

1 1/2" Dia Metal 1/2" Cement sand Plaster Hand rail (TYP)

1/4" Tempared Glass (TYP)

Section 2 - Foundation Detail 3 1" = 1'-0"

10 MM Vapor Barier 1/2" Cement sand Plaster L1 Upper Ceiling (Ratio 1:2)

1' - 8"

10" Brick wall

0' - 1"

0' - 4"

0' - 5 3/4"

4' -0"x4'-10" 1'-0" Footing filled with Rebar

0' - 5"

Section 2 - Floor Detail 2 1" = 1'-0"

2 13' - 0"

10 MM Vapor10' Barier - 6"

See Details for Interior wall Finish

L1 Lower Ceiling 10' - 6"

1 1/2 " Thick Gypsum Board Drop Ceiling

Glass Panel

6" Concrete Slab filled with rebar

1 1/2 " Thick Gypsum Board Coumpound Ceiling

Hanging Ceiling Bracket L1 Upper Ceiling 11' - 0"

0' - 5"

1' - 8"

Top Of the Roof 27' - 0" Level

1/2" Cement sand Plaster (Ratio 1:2)

Section 2 - Foundation Detail 3 1 1" = 1'-0"

See Details for Interior wall Finishing type and style 0' - 5"

10' - 0"

5' - 0" 2' - 7" 2' - 5"

4' - 3"

10"x 1'-0" Concrete Beam filled with rebar

Mud Slab

See Finishing Details for Floor materials 4" Concret Slab Filled with Rebar 3 " Crushed Stone 1" Rammed Sand

9' - 6"

10 MM Vapor Barier

1" Rammed Sand 10 MM Vapor Barier

10"x 1'-0" Concrete Beam filled with rebar

Level 2 13' - 0"

Concrete slab filled with rebar

Level 1 1' - 0"

Rammed Earth

1/2" Cement sand Plaster (Ratio 1:2)

1" Rammed Sand

1 A109

20" 2 cousrse Foundation wall

20" 2 cousrse

Foundation wall Marvel Floor Finish See finishing details for type ans style

4" Concrete Slab

1/2" Cement sand Plaster (Ratio 1:2)

10" Brick Wall

Interior wall Finish 10" Brick Wall 6" Marvel Tile Base

10" Brick wall

Lower Level 1 1/2 " Thick Gypsum Board Drop Ceiling See Details in interior Layout

Grade 0' - 0"

1 1/2 " Thick Gypsum Board Coumpound Ceiling

1" Mavel Tiles Flooring See interior details for type and style

A109

1' - 0"

Section 1 1/4" = 1'-0"

Sheet Number:

1'-0" Ceramic Stone Cap

6" Marvel Tile Base

10" Brick wall

4" Concrete Slab

Hand Rail

0' - 1"

1/2" Cement Only Plaser 10" BrickBarier Wall 10 MM Vapor

Grade 0' - 0"Details for See

See Details for Interior wall Finish

1 1/2 " Thick Gypsum Board Coumpound Ceiling

1" Mavel Tiles Flooring See interior details for type and style

1'-0" Ceramic Stone Cap

7' - 0"

6 A109 1/2" D.P.C. Cut

6" Mavel Tiles Base See interior details for type and style

0' - 6"2' - 0"

Level 2 10" Brick Wall13' - 0"

Level 1 1' - 0"

Sheet Number:

2"-0" x6'-0" Sheet Metal Exterior Panel

1/2" Cement Only Plaser 10 MM Vapor Barier

6' - 6" 3' - 0"

3"x10" concrete Sill 1/2" Cement sand Level Beam Plaster (Ratio 1:2)

1/2" D.P.C. Cut

interior details for type and style

10" Brick Wall

4' - 0"

Anderson 50" X 48" aluminium frame double glazed double casement window with partially Oparable

Level 1 1' - 0"

2 A109

5' - 0"

1 1/2 " Thick Gypsum Board Ceiling

3"x10" concrete Lintel Level Beam

Roof 25' - 0" L2 Upper Ceiling 23' - 0" 6" Mavel Tiles Base See

1/2" Cement sand Plaster (Ratio 1:2)

2' - 1"

3' - 6"

10" Brick Wall

Project Name

10"x12" Structural Concrete Beam Filled with Rebar

Mud Slab

Project Title:

2' - 0"

Concrte Drop wall filled with Rebar

2' - 0"

3' - 6"

6" Concrete Slab filled with Rebar

Top Of the Roof 27' - 0"

See Finishing Details for Floor materials 4" Concret Slab Filled with Rebar 3 " Crushed Stone 1" Rammed Sand

0' - 6"

2"-0" x4'-0" Sheet Metal Exterior Panel

10 mm Vaper Barior

Project Number: 02 05 2001 2023

3 A109 Ceramic Stone Cap 1/2" Cement sand Plaster (Ratio 1:2)

1/2" Plaster Wall (Cement sand ratio 1:2) 1/2" DPC Cut 1/2" Cement Plaster ratio 1:0

4' -0"x4'-10" 1'-0" Footing filled with Rebar

Project Number: 02 05 2001 2023

Address: 1125 MASON AVENUE DREXEL HILL, PA 19026

ss here

Henry Building Services, LLC

Section 1 1/4" = 1'-0"

Email: trinbar@msn.com Phone: 267.271.7766

A105

4' -0"x4'-10" 1'-0" Footing filled with Rebar

Lower Level 1 1/2 " Thick Gypsum Board Drop Ceiling See Details in interior Layout

Footing -5' - 0"

Address: 1125 MASON AVENUE DREXEL HILL, PA 19026

Sheet Number:

Mud Slab

Grade 0' - 0"

Henry Building Services, LLC

See Finishing Details for Floor materials 4" Concret Slab Filled with Rebar 3 " Crushed Stone 1" Rammed Sand

Upper Level 1 1/2 " Thick Gypsum Board Drop Ceiling See Details in interior Layout

Level 1 1' - 0"

5' - 0"

10 mm Vaper Barior

1' - 0"

1' - 6"

1/2" DPC Cut 1/2" Cement Plaster ratio 1:0

Professional Works

tailing)

- Design Development - 3d visualization -Working Drawing (Elevation & Detailing)

Row House 1401 N 31st Street

Location II Philadelphia, PA Typology II Row House Project Status II Constructed Supervisor II Casalina Design Role: II Junior Designer

MaxHeight Height38'-0" 38'-0" Max

8" 0'0'- -8"

PilotHouse House Pilot 38'--0" 0" 38'

Pilotroof roofhouse houseconstr. constr. Pilot -Metaldrip drip edge edge -Metal -5/4x8 x8fascia fasciaw/ w/ex exnailer nailer -5/4 -Cont.vented ventedvinyl vinylsoffit soffit -Cont.

5/8EXT. EXT.Ply Ply 5/8

RubberFlashing Flashing Rubber

0" 8'8'- -0"

Newcap capflashing flashing@ @wall wall New 2"x6"Stud Studwall wall@ @16" 16"C.C. C.C. 2"x6"

Pilot House 38' - 0"

-Metal drip edge -5/4 x8 fascia w/ ex nailer New Deckvented vinyl soffit New Deck -Cont.

2"x6"Stud Studwall wall@ @16" 16"C.C. C.C. 2"x6" ExistingParty PartyWall Wall Existing R-19Insulation. Insulation. R-19

0' - 8"

FrontSetback Setback Front

Parapet Parapet Pilot roof house constr.

Layersofof5/8" 5/8"GWB GWB 22Layers

ReplacementRotted Rotted2x10 2x10joists@ joists@16" 16"C.C C.C Replacement

RoofPlan Plan Roof 29'--6" 6" 29'

Pressuretreated treated2"x6" 2"x6"stud stud Pressure R-19Insulation. Insulation. R-19

NewRebuild Rebuild New insulated insulated BrickStud StudWall Wall Brick

5/8 EXT. Ply

Rubber Flashing

3/4"C/D C/Dply plydeck deck 3/4"

New cap flashing @ wall

1/2"Proxy ProxyAnchor Anchor@16" @16"C.C. C.C. 1/2" 2/2"X10" 10" 2/2"X 2/2"x6" 2/2"x6"

3d Visualization

5/8"GWB GWB 5/8"

2"x6" Stud wall @ 16" C.C.

Layersofof5/8" 5/8"GWB GWB 22Layers

2"x6" Stud wall @ 16" C.C.

NewFloor Floor2" 2"x10" x10"@16 @16c.c. c.c. New Existing Party Wall R-19 Insulation.

2"x6"Stud Studwall wall@ @16" 16"C.C. C.C. 2"x6" ExistingParty PartyWall Wall Existing

ThirdFloor FloorPlan Plan Third 20'--6" 6" 20'

3d Visualization

3/4" C/D ply deck

2 Layers of 5/8" GWB

New Flo

NewFloor Floor2" 2" New x10"@16 @16c.c. c.c. x10"

5/8"GWB GWB 5/8" Layersofof5/8" 5/8"GWB GWB 22Layers

2"x6" Stud wall @ 16" C.C.

2 Layers of 5/8" GWB

Existing Party Wall

Replacement Rotted 2x10 joists@ 16" C.C

Third Floor Plan 20' - 6"

Pressure treated 2"x6" stud

R-19 Insulation.

2x6Bearing Bearingwall wall 2x6 @16'o.c./typ @16'o.c./typ ExistingParty PartyWall Wall Existing

ReplacementRotted Rotted2x10 2x10joists@ joists@16" 16"C.C C.C Replacement

SecondFloor FloorPlan Plan Second 11'--6" 6" 11' 3/4"C/D C/Dply plydeck deck 3/4"

1/2"Proxy ProxyAnchor Anchor@16" @16"C.C. C.C. 1/2" 5/8"GWB GWB 5/8"

ReplacementRotted Rotted2x10 2x10joists@ joists@16" 16" Replacement C.C C.C

FirstFloor FloorPlan Plan First 6" 2'2'--6"

Pressuretreated treated2"x6" 2"x6"stud stud Pressure R-19Insulation. Insulation. R-19

3/4"C/D C/Dply plydeck deck 3/4" 1/2"Proxy ProxyAnchor Anchor@16" @16"C.C. C.C. 1/2" 2/2"X10" 10" 2/2"X 2/2"x6" 2/2"x6"

5/8"GWB GWB 5/8" Layersofof5/8" 5/8"GWB GWB 22Layers

R-19Insulation. Insulation. R-19

Existingfoundation foundationwall wall Existing

Grade Grade 0" 0'0'--0"

Layersofof5/8" 5/8"GWB GWB 22Layers

4"Concrete Concreteslab slab 4"

Existingfoundation foundationwall wall Existing

2 Layers of 5/8" GWB

Section22 Section 22 1/4"==1'-0" 1'-0" 1/4"

2x6 Bearing wall @16'o.c./typ Layersofof5/8" 5/8"GWB GWB 22Layers

First Floor Plan

New Floor 2" x10" @16 c.c

5/8" GWB

2/2"X 10" 2/2"x6"

Layersofof5/8" 5/8"GWB GWB 22Layers

2x6Bearing Bearingwall wall 2x6 @16'o.c./typ @16'o.c./typ

3/4" C/D ply deck

1/2" Proxy Anchor @16" C.C.

Layersofof5/8" 5/8"GWB GWB 22Layers

Pressure treated2"x6" 2"x6"stud stud Pressure treated R-19Insulation. Insulation. R-19

2/2"X10" 10" 2/2"X 2/2"x6" 2/2"x6"

Ne ins Bri

5/8" GWB

2/2"X 10" 2/2"x6"

3/4"C/D C/Dply plydeck deck 3/4"

1/2"Proxy ProxyAnchor Anchor@16" @16"C.C. C.C. 1/2" 2/2"X10" 10" 2/2"X 2/2"x6" 2/2"x6"

Roof Plan 29' - 6"

1/2" Proxy Anchor @16" C.C.

ReplacementRotted Rotted2x10 2x10joists@ joists@16" 16"C.C C.C Replacement

R-19Insulation. Insulation. R-19

Replacement Rotted 2x10 joists@ 16" C.C

Pressure treated 2"x6" stud R-19 Insulation.

Layersofof5/8" 5/8"GWB GWB 22Layers

Pressuretreated treated2"x6" 2"x6"stud stud Pressure

2 Layers of 5/8" GWB

BasementPlan Plan Basement -6'--6" 6" -6'

8" 0'0'- -8"

0' - 8"

Existing Pilot roof house constr.Party Wall Pilotroof roofhouse houseconstr. constr. Pilot -Metal drip edge -5/4 x8 fasciaPressure w/ ex nailer treated 2"x6" stud R-19 Insulation. -Metal-Cont. drip edge edge -Metal drip vented vinyl soffit -5/4x8 x8fascia fasciaw/ w/ex exnailer nailer -5/4 -Cont.vented ventedvinyl vinylsoffit soffit -Cont. 1/2" Proxy Anchor @16" C.C. 5/8 EXT. Ply 2/2"X 10" 2/2"x6" Rubber Flashing 2x6 Bearing wall @16'o.c./typ New cap flashing @ wall 2"x6" Stud wall 2x6 Bearing wall@ 16" C.C. @16'o.c./typ 2"x6" Stud wall @ 16" C.C. Pressure treated 2"x6" stud Detail-Pilothouse houserake rake R-19 Insulation. Detail-Pilot 4 Existing Party 4 Wall 1"==1'-0" 1'-0" 1" R-19 Insulation. 1/2" Proxy Anchor @16" C.C.

2/2"X 10" Pressure treated 2"x6" stud 2/2"x6" R-19 Insulation. R-19 Insulation. 1/2" Proxy Anchor @16" C.C. 2/2"X 10" Existing foundation wall 2/2"x6"

Pilot House 38' - 0"

2 Layers of 5/8" GWB

Replacement Rotted 2x10 joists@ 16" C.C

Second Floor Plan 11' - 6" 3/4" C/D ply deck

2"xx6" 6" 2" plate plate EE FF

3#5"AN A 3#5" @12" 12"C @

5/8" GWB Pilot roofhouse house constr. Pilot roof constr. 2 Layers of 5/8" GWB

-5/8"Type Type"x" "x"gwb gwb(level (level44finish) finish) -5/8" -Fiberglassbatt battinsulation insulationlaid laidon ontop topofofgwb gwbtoto -Fiberglass extendtotosheathing sheathing extend -Roofrafter@ rafter@ 16"o.c. o.c.(see (seeframing framingplan) plan) -Roof 2 Layers 16" of 5/8" GWB -5/8"OSB OSBsheathing sheathing -5/8" -Ice&&Replacement watershield shieldover overentire entire roof -Ice water roof Rotted 2x10 joists@ 16" -Bituminous torchdown downroofing. roofing. -Bituminous torch C.C

First Floor Plan 2' - 6"

2 Layers of 5/8" GWB 3/4" C/D ply deck

Replacement Rotted 2x10 joists@ 16" C.C

Roof Plan 29' - 6" 2 Layers of 5/8" GWB 5/8" GWB

Ne ins Br

3/4" C/D ply deck 5/8" GWB 2 Layers of 5/8" GWB

Grade 0' - 0"

New Fl Pilotroof roofhouse houseconstr. constr. Pilot

Wallsection sectionDetail Detail01 01 Wall 33 3/4"==1'-0" 1'-0" 3/4"

Elevation

-Metaldrip drip edge edge -Metal -5/4x8 x8fascia fasciaw/ w/ex exnailer nailer -5/4 -Cont.vented ventedvinyl vinylsoffit soffit -Cont. 2"x6" Stud wall @ 16" C.C. Existing foundation Party Wall wall "Simpson"HH2.5 2.5hurricane hurricane "Simpson" Existing tietyp. typ.@ea. @ea.rafter. rafter. tie Pressure installper permanuf. manuf.spec's. spec's. treated 2"x6" stud install R-19 Insulation.

2 Layers of 5/8" GWB

3/4"C/D C/Dply pl 3/4"

4" Concrete slab Pilotroof house constr. Pilot house 2roof Layers ofconstr. 5/8" GWB Basement

Plan -6' - 6"

Replacement Rotted 2x10 joists@ 16" C.C -5/8"Type Type"X" "X"GWB GWB (level4 4finish) finish) -5/8" (level -Fiberglassbatt battinsulation insulation laid ontop top gwbtoto -Fiberglass on ofofgwb Thirdlaid Floor Plan extendtotosheathing sheathing extend 20'plan) - 6" -Roofrafter@ rafter@16" 16"o.c. o.c.(see (seeframing framing plan) -Roof

Professional Works

ACE Center (PPH Addition)

Location II Philadelphia, PA Typology II Mixed-use Addition (Library, Art Studio, Dormitory)

HEAD @ UPPER WINDOWS

1 4'-5 2" V.I.F.

2'-6" V.I.F.

T.O. PARAPET

W WORK NOTES

Project Status II Under Construction Supervisor II Casalina Design/ Lolli Architects Role: II Junior Designer

1 2'-6 2" V.I.F.

SILL @ UPPER WINDOWS

FLR @ T.O. RAMP

LEGEND

REPAIR AND PAINT BULKHEAD TO MATCH EXISTING WHERE DEMO WORK OCCURED AT PREVIOUS N OF MECHANICAL GRILLE.

CG:

CORNER GUARD. REFER TO DETAIL 4/A601

HR-1: NOT USED

RAIL SYSTEM. SEE FINISH SCHEDULE.

HR-2: HANDRAIL 2 W/ WALL PROTECTION PANEL BELOW. REFER TO DETAIL 6/A600

POLE, TYP. OF 4. SEE ELECTRICAL DWGS.

RK PROVIDED AND INSTALLED BY PHARMACY VENDOR.

CR:

CHAIR RAIL W/ WALL PROTECTION PANEL BELOW. REFER TO DETAIL. 8/A600

BB:

PAINTED BACKERBOARD. SEE DETAIL 3/A601, SIM.

RK, SINK AND FAUCET PROVIDED AND INSTALLED BY PHARMACY VENDOR.

RE PROVIDED AND INSTALLED BY PHARMACY VENDOR.

TED CARD READER. SEE ELEC DWGS. COORDINATE FINAL LOCATION WITH OWNER.

TTE. FURNISHED BY OTHERS; INSTALLED BY CONTRACTOR. 18" DEEP SHELF AND CLOTHING ROD.

SIM.

42"H GUARDRAIL. MATCH EXISTING.

TV MONITOR(S) AND ELECTRONIC SCOREKEEPER SYSTEM TO BE FURNISHED BY INSTALLED BY CONTRACTOR. COORDINATE FINAL LOCATIONS WITH OWNER.

GHLY CLEAN BRICK.

T.O. PARAPET

PATCH & REPAIR CRACK IN BRICK. SEE DETAIL 8/A500. TEMPORARILY REMOVE EX. LIGHT FIXTURE & CONDUIT AS REQ'D FOR NEW WORK. T.O. PARAPET

3'-2" V.I.F.

ADER. SEE ELEC. DWGS. COORDINATE FINAL LOCATION WITH OWNER.

MACINTOSH

GHLY CLEAN ALUMINUM FRAMED WINDOW SYSTEM.

ENGINEERING 1255 DRUMMERS LANE SUITE 201 WAYNE, PA 19087 PHONE: 484-475-2180 FAX: 484-475-2181 JOB NUMBER: 593.028 JOB CONTACT: S. KRUMENACKER

OUNTED FIRE EXTINGUISHER.

2'-6" V.I.F.

TED MIRROR. CONFIRM FINAL LOCATION WITH OWNER.

HEAD @ LOWER WINDOW

4'-0" 3 3'-5 8"

90.00°

3'-

6 3 4"

10.00°

ART STUDIO 8"

5'-0"

3 " 3'-7 8 90

NOTES

LEGEND

3 5 8"

5 6 8"

2'-4"

1 9'-6 4" V.I.F.

5 7 8"

CORNER GUARD. REFER TO DETAIL 4/A601

2'-1"

CG:

D PAINT BULKHEAD TO MATCH EXISTING WHERE DEMO WORK OCCURED AT PREVIOUS HANICAL GRILLE.

8'-0"

1 3'-11 2"

.00°

HR-1: NOT USED

TEM. SEE FINISH SCHEDULE.

PHILADELPHIA PROTESTANT HOME PHARMACY/ ART STUDIO ADDITION AND RENOVATION

Animation Link:

6401 MARTINS MILL RD. PHILADELPHIA, PA 19111

HR-2: HANDRAIL 2 W/ WALL PROTECTION PANEL BELOW. REFER TO DETAIL 6/A600 5 7'-6 8"

15'-0 8" RAIL W/ WALL PROTECTION PANEL 11'-7 2" CHAIR BELOW. REFER TO DETAIL. 8/A600

BB:

PAINTED BACKERBOARD. SEE DETAIL 3/A601, SIM.

AND FAUCET PROVIDED AND INSTALLED BY PHARMACY VENDOR.

DED AND INSTALLED BY PHARMACY VENDOR.

CR:

15-026

1 12'-11 2"

JL/LU/DR/KS = EXISTING CONSTRUCTION

8'-8"

DED AND INSTALLED BY PHARMACY VENDOR.

READER. SEE ELEC DWGS. COORDINATE FINAL LOCATION WITH OWNER.

8'-0"

. OF 4. SEE ELECTRICAL DWGS.

1006 WINDING RIVER LANE PHOENIXVILLE, PA 19460 PHONE: 610-983-0734

NORTH

2'-0"

8'-6"

12'-8"

10'-8"

6401 MAR PHILAD 1

145'-6 21" 3RD FLR WEBB & ADDITION

145'-6 21" 3RD FLR WEBB & ADDITION 8"

AREA OF WORK

154-0 21" CEILING AT ADDITION 152-10 21" 3RD FLR CEILING WEBB

7'-4"

RAMP DOWN

1 12'-1 4"

e=1&v=zRiRMxWjsDE

152'-10 21" 4TH FLR ALPHA MANOR

154-2 21" EXISTING ROOF AT WEBB

154-0 21" CEILING AT ADDITION 152-10 21" 3RD FLR CEILING WEBB

8'-8"

ALIGN

154-2 21" EXISTING ROOF AT WEBB 154-0 21" CEILING AT ADDITION 152-10 21" 3RD FLR CEILING WEBB

156'-2 21" ROOF AT ADDITION

154-2 21" EXISTING ROOF AT WEBB

PHA ART ADDI RENO

2'-1"

= EXISTING CONSTRUCTION

156'-2 21" ROOF AT ADDITION

8'-6"

2'-1"

1'-0"

SLOPE

A101

= EXISTING CONSTRUCTION

158'-2 21" PARAPET AT ADDITION

PARAPET AT ADDITION

7'-4"

NORTH

Ref

BATH #1

ENGINEERING 1255 DRUMMERS LANE SUITE 201 WAYNE, PA 19087 PHONE: 484-475-2180 FAX: 484-475-2181 JOB NUMBER: 593.028 JOB CONTACT: S. KRUMENACKER

FIRST FLOOR - NEW WORK PLANS; ENLARGED PLAN

1 2"

7'-4"

RESIDENT UNIT #3

2'-0"

1 " 10'-4 8

8'-8"

0°

8'-8"

10.0

RESIDENT UNIT #1

8'-0"

2'-1"

NORTH

8'-8"

8'-0"

MACINTOSH

AREA OF WORK

ROOF BELOW 1 1'-10 2"

144'-3 21" 2ND FLR CEILING WEBB & ADDITION

145'-6 21" 3RD FLR WEBB & ADDITION

8'-8"

BID SET RESIDENCE

RESIDENCE

NORTH

= EXISTING CONSTRUCTION

SECOND AND THIRD FLOOR - NEW WORK PLANS

A102

9'-1"

12'-8"

12'-0"

12'-8"

10'-6"

124'-2 21" 1ST FLR WEBB & ADDITION PARGED CMU FOUNDATION WALL, TYP.

AREA OF WORK

DINING

ALUMINUM FLUSH PANEL SYSTEM @ FASCIA AND SOFFIT

124'-2 21" 1ST FLR WEBB & ADDITION

RAMP DOWN

4.4.16

AREA OF WORK

133'-3 21" 1ST FLR CEILING WEBB

ALUMINUM FLUSH PANEL SYSTEM @ FASCIA AND SOFFIT

126'-2 21" 1ST FLR ALPHA MANOR CORRIDOR

134'-8 21" 1ST FLR CEILING ADDITION

133'-3 21" 1ST FLR CEILING WEBB

9'-1"

12'-8"

SLOPE

RESIDENCE

12'-0"

9'-4"

1'-4"

RESIDENCE

10'-6"

1ST FLR CEILING WEBB

134'-8 21" 1ST FLR CEILING ADDITION

10'-6"

133'-3

1 2"

JL/LU/DR/KS

.00

8'-0" 8"

2ND FLR WEBB & ADDITION

134'-8 21" 1ST FLR CEILING ADDITION

15-026 90

7'-5"

8'-8"

7'-5"

8'-0"

8'-8" 8'-8"

136'-10

1 2"

135'-6 21" 2ND FLR ALPHA MANOR

LIBRARY

136'-10 21" 2ND FLR WEBB & ADDITION

6401 MARTINS MILL RD. PHILADELPHIA, PA 19111

ROOF BELOW

EXTENSIVE GREEN ROOF SYSTEM W/ 4" MEDIUM

ROOF CANOPY. SEE STRUCT DWGS

8'-0"

PHARMACY/ ART STUDIO ADDITION AND RENOVATION

PROTESTANT HOME = EXISTING CONSTRUCTION

8'-0"

144'-3 21" 2ND FLR CEILING WEBB & ADDITION

144'-2 21" 3RD FLR ALPHA MANOR PHILADELPHIA

8'-8"

4.4.16

BATH #2

BID SET AREA OF WORK

158'-2

ALUMINUM STOREFRONT FRAMING SYSTEM W/ INSULATED GLASS, TYP.

12'-8"

PHARMACY

RESIDENT UNIT #2

E ELEC. DWGS. COORDINATE FINAL LOCATION WITH OWNER.

AN ALUMINUM FRAMED WINDOW SYSTEM.

FIBER CEMENT PANEL SYSTEM, TYP.

10'-8"

OR. CONFIRM FINAL LOCATION WITH OWNER.

GUARDRAIL & RAILING, TYP. @ 2ND, 3RD & 4TH FLOORS OF ALPHA MANOR. MATCH EXISTING

ALUMINUM COPING

https://www.youtube.com/watch?time_continue=1&v=zRiRMxWjsDE

FIBER CEMENT PANEL SYSTEM, TYP.

2'-0"

AN BRICK.

CONCRETE PLANK BALCONY EXTENSION. TYP. @ 2ND, 3RD & 4TH FLOORS OF ALPHA MANOR. SEE STRUCT DWGS

12'-8"

161'-6 21" 5TH FLR ALPHA MANOR

5'-0"

10'-8"

WAITING 6'-0"

8'-8"

ROD.

RDRAIL. MATCH EXISTING.

TOR(S) AND ELECTRONIC SCOREKEEPER SYSTEM TO BE FURNISHED BY D BY CONTRACTOR. COORDINATE FINAL LOCATIONS WITH OWNER.

RE EXTINGUISHER.

PHILA PROTES

24" H. RAILING @ T.O. EXIST'G. PARAPET. MATCH EXISTING ALUMINUM COPING

NISHED BY OTHERS; INSTALLED BY CONTRACTOR.

R, TYP. THIS AREA SHELF AND CLOTHING

FLR @ T.O. RAMP

FLR @ EXT DOOR FLR @ BTM OF RAMP

8'-6"

5'-3"

6'-0"

1 8" 18'-10

5 6 8"

SILL @ UPPER WINDOWS SILL @ LOWER WINDOW

3'-5" V.I.F.

1006 WINDING RIVER LANE PHOENIXVILLE, PA 19460 PHONE: 610-983-0734

1 2'-6 2" V.I.F.

DASHED LINE INDICATES FACE OF CEMENT FIBER BOARD PANEL SYSTEM

4'-7 1/2" V.I.F.

7'-2" V.I.F.

1'-0"

1 2" 16'-11 1 11 8"

1 W P F J J

1 4'-5 2" V.I.F.

T.O. EXT DOOR FRAME 1'-0" 1 " 17'-0 2

1 8" 35'-11

HEAD @ UPPER WINDOWS

= EXISTING CONSTRUCTION

ALUMINUM STOREFRONT FRAMING SYSTEM W/ INSULATED GLASS, TYP.

PARGED CMU FOUNDATION WALL, TYP.

TUBE STEEL COLUMN W/ COLUMN ENCLOSURE

EXTERIOR ELEVATIO

Professional Works

+0.15

±0

Fire Hose

Fire Extinguisher

Fire Hose

Fire Door

TYPE-A

+0.30m

TYPE-B

+0.30m

±0 DN

RAMP (SLOPE 1:8)

W I D E

±0 DN

6.00 m

±0

R O A D

+0.30m

RAMP (SLOPE 1:8)

II Chuadanga, Bangladesh II Housing II Under Construction II Irfan Khan II Architectural Designer

W I D E

Location Typology Project Status Supervisor Role:

R O A D

Novia Tower

Fire Extinguisher

1 2 . 19 m

RAMP (SLOPE 1:8)

RO AD 136

A V E N U E 32

±0

12 7B

R O A D

10 2A

SCALE -1:100

R O A D 137

23 6 8

D 5 21

GROUND FLOOR PLAN

TOILET

VER.

FOYER

TYPE-B

Perspective

FAMILY

TOILET

DRESS

LIVING

G.BED

TOILET

VER.

BED

VER.

LIVING

G.BED

M.BED

TOILET

VER.

FOYER

TYPE-A

M.BED

DINING

FAMILY

TOILET

LAUNDRY

UTILITY

KITCHEN

LIFT

BED

MAID

VER.

STAIR

BED

VER.

MAID

STAIR

SCALE -1:1600

LIFT

SITE PLAN

LAUNDRY

KITCHEN

MAID

UTILITY

VER.

VER. TOILET

PROPOSED SITE

TOILET

7 21

RO AD 140

3 16

W I D E

1 2 . 19 m

29 4

26 7

20 18

3 2

G U L S H A 22 N 24

RO AD 138

TOILET

±0

B 14

5.871m

1.29m 4.62m

5.16m

4.15m

7.54m

LIVING 5.05 mx 6.45 m

TOILET

1.75m

1.57m

1.55m

TOILET 1.65m x2.43m

6.07m

1.91m

1.55m

TOILET 1.65mx2.43m

1.14m 2.29m

2.18m

1.91m

LAUNDRY 1.65mx2.16m

BED 3.81mx4.70m

Fire Door

C FAMILY 5.35 m x 3.81 m

4.83m

TYPE-B

17.665m

DINING 5.33mx5.23m FOYER 3.12 m x 3.80 m

TOILET 2.54mx1.52m

DRESS 2.05 mx2.03m LIVING 5.05 mx 6.45 m

G.BED 3.96 m x4.45m

2.24mx 2.55m

1.00m UP

3.94m

0.86m

1.00m

VER. 1.50 m x 3.94m

3.12 m x 3.80 m

3.06m

3.17m

3.05m 1.22m

0.86m

LIFT 1.82 m x 3.84 m

Fire Door STAIR 4.83mx3.84m

2.29m

UTILITY 1.30 mx1.91m

UP Hose

VER. 2.16m x 1.58m

TOILET 2.24mx 2.55m

M.BED 5.33 m x 4.71 m

4.00m

5.085m

M.BED 5.33 m x 4.71 m

Fire

1.22m

1.55m

TOILET 1.65mx2.43m

TOILET 1.65m x2.43m

1.57m

1.75m

1.14m

FOYER

Fire Extinguisher

2.16m

5.65m

±0

0.91m

1.50m

3.49m

4.60m

5.26m

5.671m

8.281m

1.87m

2.50m

4.78m

21.00m

2.50m

1.87m

5.26m

1.00m

VER. 4.60m x 1.75m

1.75m

VER. 1.87m x 1.75m

4.60m

3.06m

3.49m

1.50m

0.91m

21.00m

7.896m

2.881m

VER. 1.87m x 1.75m

0.75m 1.00m

1.75m

VER. 4.60m x 1.75m

5.671m 6.571m

4.15m

1.22m

KITCHEN 4.88m x3.05m

3.68m

5.821m

7.54m

Fire Hose UP Fire Door

1.97m

FIRE STAIR 2.29mx3.33 m

5.821m

5.65m

MAID 2.54 m x 2.04 m

5.671m 2.92m

VER. 2.31 m x1.27m

7.896m

GREEN SPACE

ENTRY

1.00m

MAID 1.52 mx1.01m

5.821m

2.246m

22.94m

1.25m

8.281m

Fire Extinguisher

TYPE-A

FAMILY 5.35 m x 3.81 m

1.00m

7.571m 4.95m

FIRE EXIT

GARBAGE COLLECTION

2.00m

FIRE HYDRANT

GUARD POST

2.246m

4.78m

GREEN SPACE

5.871m

±0

22.93m

8.06m

RAMP (SLOPE 1:8)

BASEMENT LINE

2.881m

2.54m

9.16m

MAID 1.52 mx1.01m

DINING 5.33mx5.23m

6.571m

5.25m

4.78m VER. 2.31 m x1.27m

DRESS 2.05 mx2.03m

4.00m 4.95m

5.325m

7.571m

7.896m

GREEN SPACE

4.28m

RAMP (SLOPE 1:8)

2.92m

21.00m

9.16m

KITCHEN 4.88m x3.05m

1.00m UP

8.081m

2.08m

5.085m

4.15m

TOILET 2.54mx1.52m

GREEN SPACE

CARE TAKER 2.88m x 2.20m

5.16m

Fire Door

4.83m

RAMP (SLOPE 1:8)

4.70m

KITCHEN 1.74 m x 2.10m

W.C. 1.01mx1.10 m

CARE TAKER 2.88m x 2.20m

SHOWER 1.01mx1.10 m

9.025m GREEN SPACE

W.C. 1.01mx1.10 m

SHOWER 1.01mx1.10 m

KITCHEN 1.74 m x 2.10m

4.70m

4.00m

1 2 . 19 m

±0

4.25m

2.92m

5.27m

4.15m

FIRE STAIR 2.29mx5.33 m

BED 3.81mx4.70m

VER. 1.50m x 3.94m

5.27m

1.22m

±0

17.665m

+0.30m

1.97m

BED 3.81mx4.70m

3.94m

TYPE-B

LOBBY/ RECEPTION 4.10 m x 4.32 m

2.08m

2.18m

LOBBY/ RECEPTION 4.10 m x 4.32 m +0.30m

23.75m

TYPE-A

±0

4.25m

4.32m

23.75m

4.83m

27.286m

±0

ENTRY

W I D E

FIRE EXIT

3.68m

1.91m

5.57m

2.00m

VER. 2.16m x 1.57m

6.07m

5.21m

+0.30m

Fire Door

3.05m

3.17m

3.05m 1.14m 1.91m

2.92m

21.00m 2.16m

0.25m

1.55m

4.34m

Fire Door

GENERATOR

2.67m x7.14 m

1.00m

2.54m

5.671m

G 1.00m

2.881m

5.671m

FIRE STAIR 2.29mx5.33 m

Fire Extinguisher

Fire Door

STAIR 4.83mx3.84m

Fire Door

7.68m

Fire Hose

8.06m

1.91m

3.30m

LIFT

Fire Extinguisher

+0.30m

1.25m

GUARD POST

GENERATOR 2.67m x7.14 m

6.05m x3.05 m

0.86m

5.871m

ELECTRICAL ROOM

3.06m

STAIR 4.83mx3.84m

GARBAGE COLLECTION

Fire Hose

LIFT 1.82 m x 3.84 m

1.00m

1.91m

5.21m

1.91m

1.00m

0.86m

1.82 m x 3.84 m

1.14m

1.75m

Fire Extinguisher

6.05m x3.05 m

±0

22.93m

Fire Extinguisher ELECTRICAL ROOM

2.18m

R O A D

+0.15

4.78m

FIRE STAIR 2.29mx5.33 m

1.55m

+0.15

5.671m

BASEMENT LINE

GREEN SPACE

22.93m

4.62m

2.881m

GREEN SPACE

3.05m

3.17m

±0

G F

±0

BASEMENT LINE

3.05m

1.29m

VER. 1.52m x 2.41m

8.06m

3.05m

2.54m

3.30m

2.92m

4.34m

9.025m

2.08m

1.75m

4.15m

1.22m

5.16m

1.22m

4.15m

VER. 1.52m x 2.41m

UTILITY 1.30 mx1.91m

2.08m

STAIR 4.83mx3.84m

2.92m

LIFT 1.82 m x 3.84 m

2.54m

0.75m 1.00m

8.06m

LAUNDRY 1.65mx2.16m

56.402m

5.871m

56.402m

B 1 2 . 19 m

W I D E

8.281m

R O A D

5.65m

7.54m

4.15m

5.16m

4.15m

7.54m

5.65m

8.281m

2ND TO 13TH FLOOR PLAN

SCALE -1:100

GROUND FLOOR PLAN SCALE -1:100

ALUM. COPING SLOPED 1/4" PER FT. 5/8" Cement Plaster II. LAND COVERAGE PROVIDED = 943.30 Sqm. ( 61.29% OF LAND AREA)

MEMBRANE ROOFING TO BE RUN UP & OVER PARAPET WALL-ATTACH AS PER MANUF. SPEC'S.

MEMBRANE ROOFING TO BE RUN UP & OVER PARAPET WALL-ATTACH AS PER MANUF. SPEC'S. SBS MODIFIED BITUMEN MEMBRANE ROOF SYSTEM

158'-2 2

1" PARAPET

158'-2 2

1" ROOF

156'-2 2

1" PARAPET

ALUM. COPING SLOPED 1/4" PER FT. 5/8" Cement Plaster

4" MIN. RIGID INSULATION

4" MIN. RIGID INSULATION CONCRETE PLANK ROOF DECK (SLOPED 1/4" PER FT.)(SEE STRUCTURAL DWGS)

SBS MODIFIED BITUMEN MEMBRANE ROOF SYSTEM

156'-2 2

1" ROOF

CONCRETE PLANK ROOF DECK (SLOPED 1/4" PER FT.)(SEE STRUCTURAL DWGS)

ACOUSTIC TILE CEILING (SEE RCP DWG'S)

CONC. BM. & COLUMN (SEE STRUCT. DWG'S)

WATER LEVEL

0.91m

OVER HEAD WATER TANK ( 12,000 LITER ) 5.21m(L) x 2.55m(W) x 0.91m ( H)

LIGHTING ARRESTER

Brick wall 5"

LIGHTING ARRESTER

2.13m

3.35m

1.22m

0.05m

Brick wall 5"

LIGHTING ARRESTER

14TH FLOOR

8" MOISTURE RESISTANT GWB

2.95m

8" MOISTURE RESISTANT GWB ALUM. STOREFRONT FRAMING SYSTEM w/ INSULATED GLASS

CEMENTITIOUS TOPPING

CEMENTITIOUS TOPPING CONCRETE PLANK FLOORING. (SEE STRUCT. DWGS)

2.95m

13TH FLOOR

TYPICAL MD. LV. FLR

12TH FLOOR

2.95m

TYPICAL MD. LV. CEILING

ALUM. STOREFRONT FRAMING MANUF. TO PROVIDE HEAD TRIM & SILL TO MATCH

CONCRETE PLANK FLOORING. (SEE STRUCT. DWGS)

GWB SOFFIT TO CONC.BM. ALUM. STOREFRONT FRAMING MANUF. TO PROVIDE HEAD TRIM & SILL TO MATCH

2.95m

10TH FLOOR

2.95m

ALUM. STOREFRONT FRAMING SYSTEM w/ INSULATED GLASS

TYPICAL MD. LV. CEILING

GWB SOFFIT TO CONC.BM.

2.95m

11TH FLOOR

TYPICAL MD. LV. FLR

2.95m

9TH FLOOR

45.00m

CONCRETE PLANK FLOORING. SEE STRUCTURAL DWGS FLOOR FINISH(SEE FINISH SCHEDULE)

2ND FLR

CONCRETE PLANK FLOORING. SEE STRUCTURAL DWGS FLOOR FINISH(SEE FINISH SCHEDULE)

45.00m

2.95m

45.00m

41.60m

7TH FLOOR

2.95m

CEMENTITIOUS TOPPING

CEMENTITIOUS TOPPING 2.95m

2.95m

8TH FLOOR

6TH FLOOR

1ST FLR CEILING

2.95m

1ST FLR CEILING

2.95m

5TH FLOOR

2.95m

ALUM. STOREFRONT FRAMING MANUF. TO PROVIDE HEAD TRIM & SILL TO MATCH

2.95m 2.95m

CEMENT PARGING OVER CMU WALLS TYPICAL

GUARD POST

3.25m P.L( +0.30m)

G. L( ±0 )

G. L( ±0)

±0

BASEMENT 2

SOUTH -ELEVATION

SCALE -1:100

SECTION (B-B)

NORTH-ELEVATION

SCALE -1:100

+0.15m

±0

G. L( ±0)

CEMENT PARGING OVER CMU WALLS TYPICAL

4"CONC. SLAB (SEE STRUCT. DWG'S.) 1ST FLR

1.75m

GARBAGE COLLECTION

REFER TO FINISH SCHEDULE FOR BASE AND FLOOR FINISH, TYP

4"CONC. SLAB (SEE STRUCT. DWG'S.)

6.05m G. L( ±0 )

1.75m

P.L( +0.30m)

REFER TO FINISH SCHEDULE FOR BASE AND FLOOR FINISH, TYP

1ST FLR 1.75m

G. L( ±0 )

2.44m

3.25m

5.94m 2.97m

5.94m

BASEMENT 1

1.75m

2.97m

P. L(+0.30m)

6.05m

P. L(+0.30m)

G. L ( ±0)

2.44m

GROUND FLOOR

1.68m

2.95m

1.40m 0.64m

2.95m 3.25m

2.42m

2.44m 1.75m

ALUM. STOREFRONT FRAMING SYSTEM w/ INSULATED GLASS

1ST FLOOR

.83m .76m

2.80m

2ND FLOOR

SCALE -1:100

INSULATED GLASS ALUM. STOREFRONT FRAMING MANUF. TO PROVIDE HEAD TRIM & SILL TO MATCH

3 RD FLOOR

2.95m

0.90m

2.95m

4TH FLOOR

SHEET WATERPROOFING W/ FOUNDATION DRAINAGE SYTEM, TYP. AT RETAINING WALLS GEOTEXTILE FABRIC DRAINAGE FILL FOUNDATION DRAIN

6 MIL. VAPOR BARRIER 4" CRUSHED STONE BASE 2" RIGID INSULATION 8" CMU FOUNDATION WALL CONCRETE FOOTING SEE STRUCTURAL DWGS

NOTE: ALL STRUCTURAL STEEL BEAMS & COLUMNS TO RECEIVE 1HR SPRAY-ON FIREPROOFING 6 MIL. VAPOR BARRIER 4" CRUSHED STONE BASE 2" RIGID INSULATION 8" CMU FOUNDATION WALL CONCRETE FOOTING SEE STRUCTURAL DWGS

SHEET WATERPROOFING W/ FOUNDATION DRAINAGE SYTEM, TYP. AT RETAINING WALLS GEOTEXTILE FABRIC DRAINAGE FILL FOUNDATION DRAIN

Professional Works Professional Works 2

A103

OR APPROVED EQUAL 4" FROM RearSET Setback TO BE CENTERED IN OPENINGS (U.N.O.).

Maximum Height

EFORE COMMENCING CONSTRUCTION & ZES.

B. ROOF DECK SHALL BE FIBERGLASS BY " DURADEK" OR APPROVED EUQUAL. INSTALL PER MANUF'S. SPEC'S. -

ft Street 14205 S 20th Philadelphia, PA-19046 38'-0"

16'-6" 38'-0"

ED FIBERGLASS BY "THERMA" OR . SEE PLANS FOR SIZE. FINAL R DOORS TO INCLUDING STORM DOOR

GENERAL NOTES:

LLOW FOR THRESHOLD.

1. ALL WORK TO BE COMPLIANCE WITH ALL APPLICABLE, STATE, &LOCAL CODES 2. ALL CONTRACTOR(S) PERFORMING WORK SHALL HAVE APPLICABLE LICENCE.

Wall size ladder req

H. Travor

A. WINDOWS SHALL BE DOUBLE PANE, LOW-E BY NORTHEST BUILDING PRODUCTS" OR APPROVED QUUAL Q/ U-VALUE OF 0.35. SEE PLANS & Drawn By: MMH ELEVATION FOR SIZE . FINAL SELECTION BY OWNER. ALL CASEMENT WINDOWS TO HAVE SASH GUARD LIMITER SAFETY.

Second Floor Plan

(Access below)

2nd

wd/fl

9 sf

W/house drain

4th

wd/fl

44"

-Meet Current IBC & Phila code

Bath

Cert.

Deck

Wood

4" wd

2ct*

4" wd

2ct*

Velling

A. HARDWIRED SMOKE DETECTORS AND /OR CARBON3dr MONOXIDE DETECTORS 4" wd 2ct* -Drain in gravell,conn wd/fl 44" IN COMPLIANCE W/ IRC 2009. 4" wd 2ct* 2ct*

cert.

2ct* 2ct* 2ct*

Railing

R-21 R-15 Area

Finish Schedule

Floor

Base

Walls

Velling

Vomments

4" wd

2ct*

Lately Enamel

Sill ht. interior window

37 sf

(Access below)

2nd

wd/fl

4" wd

2ct*

Lately Enamel

Wall size ladder req

44"

-Drain in gravell,conn

3dr

wd/fl

4" wd

2ct*

Lately Enamel

4th

wd/fl

4" wd

2ct*

Lately Enamel

Bath

Cert.

cert.

2ct*

Deck

Wood

-KITCHEN ROOF & PILOT HOUSE R-38

W/house drain

10. ROOFING: -Meet Current IBC & Phila code

Email: tranbar@msn.com

Henry Building Services, LLC 8' - 0"

Address:

Pliot house roof 9'-10" wooden 19'-6"

Roof Deck@ New 3rd Floor Rear

Email: tranbar@msn.com Phone: 267.271.7766

Pliot house roof 9'-10"

5' - 6" 1' - 3"

9'-8"

wooden 19'-6"

Roof Deck@ New 3rd Floor Rear

Set back

5' - 0"

Set back

Design By:

Des

Check By:

H. T

Drawn By:

Auth

5' - 0"

16'-4"

Address: 1125 MASON AVENUE DREXEL HILL, PA 19026

5' - 6"

Henry Building Services, LLC

Disc

Roof Plan 1/4" = 1'-0"

Door Schedule Family

Seal: Width

Height

Mark

Window Schedule Family

Railing

Lately Semi gl. 42" Rail

A. MAIN ROOF SHALL BE EPDM BY " FIRESTONE" OR APPROVED EQUAL. INSTALL PER MANUF'S SPEC'S. B. ROOF DECK SHALL BE FIBERGLASS BY " DURADEK" OR APPROVED EUQUAL. INSTALL PER MANUF'S. SPEC'S.

Width

1 Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6" 6 Window-Sliding-Double 5' - 0" 2 Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6" 10 Window-Double-Hung 2' - 0" 3 Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6" 11 Window-Double-Hung 2' - 6" 5 Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6" 12 Window-Double-Hung 2' - 6" Third Floor Plan 6 Internal_Door_-_openable_in_3D_13628 2' 6" 6' 6" 13 Window-Double-Hung 3' - 0" 4 Roof Plan 1/4" = 1'-0" 7 Internal_Door_-_openable_in_3D_13628 2' - 6"5 6' - 6" 16 Window-Double-Hung 3' - 0" 1/4" = 1'-0" 8 Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6" 17 Window-Double-Hung 3' - 0" 9 Sliding_Barn_Style_Double_Door_14548 4' - 0" 6' - 8" 18 Window-Double-Hung 3' - 0" Roof 13 Deck Internal_Door_-_openable_in_3D_13628 2' - Revisions 10" 6' - 8" 19 Window-Double-Hung 3' - 0" 14 Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6" 20 Window-Double-Hung 3' - 0" No. Date Discription 15 Sliding_Barn_Style_Double_Door_14548 6' 0" 7' 0" 21 Window-Double-Hung Mark Family Width Height Mark Family Width Height3' - 0" Vomments 16 Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6" 22 Window-Double-Hung 3' - 0" Lately1Enamel 17 Door-Exterior-Single-Entry-Half Flat Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6" 3' - 0" 6 6' - 8" Window-Sliding-Double 5' - 0" 5' - 0" Glass-Wood_Clad Lately2Enamel Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6" 10 Window-Double-Hung 2' - 0" 3' - 6" 20Pilot House Internal_Door_-_openable_in_3D_13628 2' - 10" 6' - 8" Lately3Enamel Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6" 11 Window-Double-Hung 2' - 6" 3' - 10" 22 Internal_Door_-_openable_in_3D_13628 2' - 10" 6' - 8" Lately5Enamel Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6" 12 Window-Double-Hung 2' - 6" 3' - 10" 23 Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6" Lately6Semi gl. Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6" 13 Window-Double-Hung 3' - 0" 4' - 6" 25 Sliding_Barn_Style_Double_Door_14548 4' - 0" 6' - 8" 42" Rail7 Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6" 16 Window-Double-Hung 3' - 0" 4' - 6" 8 Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6" 17 Window-Double-Hung 3' - 0" 4' - 6" 9 Sliding_Barn_Style_Double_Door_14548 4' - 0" 6' - 8" 18 Window-Double-Hung 3' - 0" 4' - 6" 13 Internal_Door_-_openable_in_3D_13628 2' - 10" 6' - 8" 19 Window-Double-Hung 3' - 0" 4' - 6" Roof Deck 14 Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6" 20 Window-Double-Hung 3' - 0" 4' - 6" 15 Sliding_Barn_Style_Double_Door_14548 6' - 0" 7' - 0" 21 Window-Double-Hung 3' - 0" 4' - 6" 16 Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6" 22 Window-Double-Hung 3' 0" 4' - 6" Design By: MMH 17 Door-Exterior-Single-Entry-Half Flat 3' - 0" 6' - 8" Glass-Wood_Clad 20 Internal_Door_-_openable_in_3D_13628 2' - 10" 6' - 8" Check By: H. Travor 22 Internal_Door_-_openable_in_3D_13628 2' - 10" 6' - 8" 23 Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6" 25 Sliding_Barn_Style_Double_Door_14548 4' - 0" 6' - 8" Drawn By: 8' - 0" Setback

Walls

Conc

44"

Door Schedule

Finish Schedule

Base

1st

Site TO BE COORDINATED BETWEEN G.C.& HARDWARE A. ALL HARDWARE 1 1/8" = 1'-0" VENDER. FINAL SELECTIONS TO MADE BY OWNER. G.C. TO PROVIDE SAMPLES. ALL EXTERIOR DOORS& SHALL HAVE THRESHOLDS, DOOR SWEEPS& WEATHER STRIPPING PACKAGES INCLUDING W/ THE HARDWARE PACKAGE FLASH ALL OPENING PER WINDOWS MANUF'S SPECIFICATIONS.

8' - 0"

Mark

-Surface grate

16' - 0"

8' - 0"

9'-8"

One Way Parking on Both Side

9. INSULATION:

9 sf

1' - 3"

16'-4"

Third Floor Plan 4 S 20th Street 1/4" = 1'-0"

1/4" = TYPES 1'-0" A. SEE PLANS & SECTIONS WALL PARTITION FOR FIRE SEPARATIONS.

37 sf

Date

Revisions

Seal:

10' - 0"

7. FIRE RATINGS:

No.

24"

C. WINDOW TRIM PACKAGE& HARDWARE TO ME SELECTED BY OWNER.

Roof Deck

Existing Concrete Foot Path

RequiredCONSTRUCTION dimensions to meet code on emergency-EXTERIOR WALL (2X6) B. G.C. TO VERIFY ALL R.O.'S & M.O.'S BEFORE COMMENCING & ORDERING WINDOWS. FLASH ALL OPENING PER WINDOW ExistMANUF'S from basement window emerg. exit Rear Yard -EXTERIOR WALL (2X4) SPECIFICATIONS. Window width window -4"p.6. 20" Height clear opening

M. Bed

Seal:

Window Schedule

Rear Yard

MMH

Height 5' - 0" 3' - 6" 3' - 10" 3' - 10" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 4' - 6"

1420 S 20th st, Philadelphia, PA-19146

MMH

New 2"x 6" Stud Wall@ 16" C/C

3RD STORY ADDITION w/3RD R. DECK at

Check By:

Sill ht. interior window

New 2"x 6" Stud Wall@ 16" 21 C/C

12' - 0"

Bed Room 01 7' - 0"

5' - 6" 12' - 0"

8' - 3" 10' - 10"

5' - 6" 7' - 0"

3' - 4"

New 2"x 6" 21 Stud Wall@ 16" C/C

Roof Deck

Existing Party Wall New 2"x 6" Stud Wall @ 16" C.C.

Project Title:

Design By:

8' - 0"

2' - 10" 7' - 3"

2' - 10"

0' - 6"

6' - 2"

10' - 7 15/32" 10' - 7 15/32" 0' - 6"

4' - 6" 8' - 3"

B. FIRE STOP ALL PENETRATIONS THROUGH RATED ASSEMBLES. D. TO SUBSTITUTE 1/2" CEMENTITIOUS BACKER BOARD FOR GWB AT ALL TILE LOCATIONS. INSTALL MOISTURE RESISTANT GWB AT ALL WET LOCATIONS. E. ALL WALLS TO BE TAPED, SPACKED,SANDED SMOOTH& PRIMED W/ LEVEL 4 Required dimensions to meet code on emergency FINISH. 8. SMOKE DETECTORS & CARBON MONOXIDE DETECTORS: Exist from basement window emerg. exit Area Floor Window width window -4"p.6. 20" F. ALL STUCCO FINISH BY "STO" OR APPROVED EQUAL INSTALL MANUF. Roof Deck 1st Conc SPEC'S ,COLOR& TEXTURE TO BE SELECTED BY OWNER. -Surface grate Height clear opening 24"

4. DOORS:

7' - 3" 6' - 2"

4' - 6"

6' - 2" 10' - 6"

10' - 0"

Discription

A103

wooden 19' - 6"

Front Setback

A. MAIN ROOF SHALL BE EPDM BY " FIRESTONE" APPROVED EQUAL. INSTALL 16'-0"x 60'-0" 16'-0"xOR 43'-6" PER MANUF'S SPEC'S.

Date

M. Bed

1 A103

- 6" Roof Deck@ New 3rd Floor 43' Rear

Lot Size ED BETWEEN G.C.& HARDWARE BY OWNER. G.C. TO PROVIDE SAMPLES. No of Floor HRESHOLDS, DOOR SWEEPS& UDING W/ THE HARDWARE PACKAGE ANUF'S SPECIFICATIONS.

No.

Pilot House

3. WINDOWS:

3' - 10"

D. PROVIDE PAN AND GRAY BOW CONNECTION AT WASHING MACHINE. PROVIDE RECESSED DRYER VENT AT DRYER AND VENT TO EXTERIOR.

B. SEE PLANS FOR LOCATIONS & CONSTRUCTION OF ALL RATED WALLS. First Floor Plan 2 C. G.C. TO INSTALL 3 1/2" SOUND DEADENING INSULATION IN ALL BATHROOM 1/4" = 1'-0" WALLS.

R-15

Proposed

Bed Room 01

New First Plan A. Floor ALL PANTRY & LINEN CLOSETS SHALL, DIVIDED Second Floor Plan 2 Closet RECEIVE (5)3 EQUALLY 1/4" = 1'-0" SHELVES. 1/4" = 1'-0"

A. EXTERIOR WALLS ARE 2X6 WOOD STUDS @16 O.C., DIMENSIONED FROM INSIDE FACE OF STUD Basement Plan TO OUTSIDE FACE OF SHEATHING (U.N.O.) REFER TO 1 SECTIONS & DETAILS TO ALIGN Revisions 1/4" = 1'-0" RoofFOR Deck FINISHES. OUTSIDE FACE OF SHEATHING W/ FACE OF FOUNDATION U.N.O.

3 A103

New 2"x 6" Stud Wall@ 16" C/C

B. ALL BATHROOMS TO RECEIVE 75 CFM EXHAUST FAN VENTED TO EXTERIOR. 21

umber: 02 05 2001 2023

R-21

-KITCHEN ROOF & PILOT HOUSE R-38 RE TO ME SELECTED BY OWNER. - RSA-5 ( Residential Single Family Attached-5)

Allowed/ Required 10. ROOFING:

21 CLOSETS & COAT CLOSETS TO RECEIVED ROD & SHELF AT C. ALL BEDROOM Rear 6'-0"Yard A.F.F.

RY ADDITION w/3RD R. DECK at

-EXTERIOR WALL (2X6)

ZONNING INFORMATION -EXTERIOR WALL (2X4)

A. ALL FIXTURE, FINISHES, & EQUIPMENT (INTERIOR & EXTERIOR) TO BE SELECTED BY OWNER & SUPPLIED & INSTALLED BY G.C. U.N.O. G.C. TO COORDINATE FINAL LOCATIONS, SELECTIONS, & CONNECTIONS W/ OWNER & 2' - 0" 1' - 4" APPROPRIATE Existing Concrete TRADES.

1 A103 14

A103

Existing Party Wall New 2"x 6" Stud Wall @ 16" C.C.

Seal:

3' - 0"

6. SPECIALITIES

A103

3rd floor Roof Deck

A103

New 2"x 6" Stud 16" C/C

Rear Yard

0th st, hia, PA-19146

BEFORE COMMENCING CONSTRUCTION ENING PER WINDOW MANUF'S

9. INSULATION:

3' - 10"

Existing Party Wall New 2"x 6" Stud Wall Existing @ 16" C.C. Party Wall 15

Party Wall Existing Party Wall New 2"x 6" Studs Wall @ 16" C.C. Existing Party Wall

New Closet

Dinning Area

Seal:

8' - 0" Setback

SHEET NAME 8. SMOKE DETECTORS & CARBON MONOXIDE DETECTORS: Site Plan & Details Plans & Details Elevation,A.Section and Details HARDWIRED SMOKE DETECTORS AND /OR CARBON MONOXIDE DETECTORS COMPLIANCE W/ IRC 2009. Section &INDetails Wall section & Details

3' - 0"

21 Wall@

Vent

itle:

LOW-E BY NORTHEST BUILDING U-VALUE OF 0.35. SEE PLANS & N BY OWNER. ALL CASEMENT TER SAFETY.

1. FIXTURE , FINISHES, & EQUIPMENT

wooden 19' - 6"

A102 A103 A104

1/4" = 1'-0"

5' - 0" Setback

SHEET NUMBER

Basement Plan S 20th Street 1

New 2"x 6" Stud Wall@ 16" C/C

A103

3' - 0"

Vent

New 2"x 6" Studs Wall@ 16" C/C

- 6" Roof Deck@ New 3rd Floor 43' Rear

B. FIRE STOP ALL PENETRATIONS THROUGH RATED ASSEMBLES.

DRAWING INDEX

SP-1 MANUF. PROVED EQUAL INSTALL CTED BY OWNER. A101

Kitchen

2' -Wall@ 0" 1' - 4"16"

PROJECT NOTES: One Way Parking on Both Side

A103

Dinning Area

Seal: New 2"x 6" Stud C/C

4" Conc. slab on 4" Gravel

16' - 6"

BACKER BOARD FOR GWB AT ALL TILE TANT GWB AT ALL WET LOCATIONS. ,SANDED SMOOTH& PRIMED W/ LEVEL 4

2. WALL CONSTRUCTION:

A. SEE PLANS & SECTIONS WALL PARTITION TYPES FOR FIRE SEPARATIONS.

Closet & Storage

New 2"x 6" Studs Wall@ Existing Party 16" C/C Foundation wall

New Foundartion

10' - 10"

Philadelphia, PA-19146

New 2"x 6" Stud Wall@ 16" C/C

A103

Foot Path

7. FIRE RATINGS:

STRUCTION OF ALL RATED 1420 SWALLS. 20th st, ENING INSULATION IN ALL BATHROOM

4" Conc. slab on 4" Gravel

Kitchen

10' - 10"

Roof Deck

A103

5' - 0" Setback

BUILDING OWNER :

Existing Party Wall New 2"x 6" Stud Wall Existing @ 16" C.C. Party Wall

Parapet

Closet 25

Existing Party Wall

Bed Room 02

A103

Party Wall Existing Party Wall New 2"x 6" Studs Wall @ 16" C.C. Existing Party Wall

' - 6"

D. PROVIDE PAN AND GRAY BOW CONNECTION AT WASHING MACHINE. PROVIDE RECESSED DRYER VENT AT DRYER AND VENT TO EXTERIOR.

A103

A103 10

10' - 10"

ALL MECHANICAL, ELECTRICAL, AND PLUMBING BE SUBMITTED ON SUBSEQUENT C. ALL BEDROOM CLOSETS TO & COAT CLOSETS TO RECEIVED ROD & SHELF AT PERMITS, ENGEERING TO6'-0" BEA.F.F. COORDINATED BETWEEN THE OWNER AND CONTRACTOR.

3' - 0"

10' - 10"

A. ALL PANTRY & LINEN CLOSETS SHALL, RECEIVE (5) EQUALLY DIVIDED SHELVES.

DEFERRED SUBMISSION: B. ALL BATHROOMS TO RECEIVE 75 CFM EXHAUST FAN VENTED TO EXTERIOR.

TUDS @16 O.C., DIMENSIONED FROM CE OF SHEATHING (U.N.O.) REFER TO UTSIDE FACE OF SHEATHING TO ALIGN

A103

Existing Basement Finished

VB ( WITH BUILDING HT.6. INCREASE FROM SPRINKLER) SPECIALITIES

New Foundartion

Philadelphia, PA-19046

New 2"x 6" Stud Wall@ 16" C/C

CONSTRUCTION TYPE :

21 3

1420 S 20th Street

New 2"x 6" Stud Wall@ 16" C/C

USE AND OCCUPANCY CLASSIFICATION: R-2

Existing Party Foundation wall

Address: 1125 MASON AVENUE DREXEL HILL, PA 19026

A103

Existing Basement Finished

2' - 8"

Existing Party Foundation wall

- PA UCC - 2009 INTERNATIONAL BUILDINGS CODE (TBC) - -2009 INTERNATIONAL ENERGY CONSERVATION CODE

Henry Building Services, LLC

A103

Existing Party Foundation wall

Existing Party Wall

Closet & Party Wall Storage

A103

Existing Party Wall

6' - 2"

Living Area

18" Cont' FTR @New load bearing stud wall for FL#3

4' - 6"

18" Cont' FTR @New load bearing stud wall for FL#3

BUILDING CODE DATA:

NT (INTERIOR & EXTERIOR) TO BE NSTALLED BY G.C. U.N.O. G.C. TO CTIONS, & CONNECTIONS W/ OWNER &

Y OWNER.

1 A103

elphia, PA-19046

A103

New 2"x 6" Studs Wall @ 16" C.C.

New Rebuild of Front wall

3rd floor Roof Deck

A103

Closet 25

10' - 10"

17 UP

26' - 0"

II Architectural Designer

2' - 8"

New Foundation

0 S 20th Street -

A103

II Henry Travor

Role:

Emergency Exit

New Rebuild of Front wall

Existing Party Wall

Email: tranbar@msn.com Phone: 267.271.7766

Project Status II Constructed Supervisor

10' - 6"

Roof Deck 2

Bed Room 02

Party Wall DN

Removable Gate

18" Cont' FTR @New load bearing stud wall for FL#3

II Row House

18" Cont' FTR @New load bearing stud wall for FL#3

6' - 2"

New Foundation

3' - 9"

Philadelphia,PA Typology

Emergency Gate

Living Area

A103

Parapet

New Rebuild of Front wall

New 2"x 6" Studs Wall 2 @ 16" C.C. A103

2' - 4"

2 A103

5' - 6"

A103

II 1420 S 20th St.

Location

2 A103

26' - 0"

Emergency Exit

New Rebuild of Front wall

5' - 6"

Removable Gate

3' - 4"

Row House Expansion

A103

Emergency Gate

2' - 4" 3' - 9"

2 A103

Issue Date : 4/19/2 Sheet Name:

Plans & Details

Sheet Number:

A101

0' - 8"

Pilot House 38' - 0"

Pilot roof house constr.

Stucco W Wire

5' - 0"

New Roof 2" x10" @16 c.c.

Rear settback

-Metal drip edge -5/4 x8 fascia w/ ex nailer -Cont. vented vinyl soffit

Parapet

New Deck

Roof Plan 29' - 6"

5/8 EXT. Ply

Rubber Flashing

8' - 0"

New cap flashing @ wall

New Roof 2" x10" @16 c.c.

Roof Plan 29' - 6"

Existing Party Wall

New 2"x6" stud wall @16 c.c.

Front Setback

Parapet

Stucco W Wire

2"x6" Stud wall @ 16" C.C. 2"x6" Stud wall @ 16" C.C.

New Deck

Replacement Rotted 2x10 joists@ 16" C.C

Roof Plan 29' - 6"

Pressure treated 2"x6" stud R-19 Insulation.

Third Floor Plan 20' - 6"

New Rebuild insulated Brick Stud Wall

Third Floor Plan 20' - 6"

New Floor 2" x10" @16 c.c.

Seal:

3' - 0"

2 Layers of 5/8" GWB

3/4" C/D ply deck

Third Floor Plan 20' - 6"

1/2" Proxy Anchor @16" C.C. 5/8" GWB

New Floor 2" x10" @16 c.c.

3' - 0"

2 Layers of 5/8" GWB

Second Floor Plan 11' - 6"

Replacement Rotted 2x10 joists@ 16" C.C

Third Floor Plan 20' - 6"

3/4" C/D ply deck

1/2" Proxy Anchor @16" C.C.

First Floor Plan 2' - 6"

New Floor 2" x10" @16 c.c.

5/8" GWB 2 Layers of 5/8" GWB

Grade 0' - 0"

2x6 Bearing wall @16'o.c./typ

Basement Plan -6' - 6"

2 Layers of 5/8" GWB

New 2"x6" stud wall @16 c.c.

Basement -6' - 6"

4" Gravel

5/8" GWB

Stucco W Wire

Section 2 1/4" = 1'-0"

Pilot House 38' - 0"

2 Layers of 5/8" GWB

R-19 Insulatuion

0' - 8"

2 Layers of 5/8" GWB

South Elevation 1/4" = 1'-0"

42" A.F.D WD Railing

2" x 6" Pressure treated plate Existing Stone Foundation wall

1/2" Proxy Anchor @16" C.C. 5/8" GWB

Pilot roof house constr.

2 Layers of 5/8" GWB

Basement Plan -6' - 6"

3#5" AND #5 @ 12" C/C Transversally

-5/8" Type "x" gwb (level 4 finish) -Fiberglass batt insulation laid on top of gwb to extend to sheathing -Roof rafter@ 16" o.c. (see framing plan) -5/8" OSB sheathing -Ice & water shield over entire roof -Bituminous torch down roofing.

R-19 Insulation.

Grade 0' - 0"

Existing foundation wall

4" Concrete slab

Stucco W/ wire

1/2" Ply. Tyver rail for sneer

Stucco W Wire 2"x6" Stud Wall

Detail-Pilot house rake 1" = 1'-0"

Detail- Basement Slab 3/4" = 1'-0"

2 Layers of 5/8" GWB

2 Layers of 5/8" GWB 1 H.R.

R-19 Insulation

Wall Section Detail 03 @ Stucco 7 Double 1" = 1'-0" Hung

Second Floor Plan 11' - 6"

Provide & install flabshing per manuf. speces,

Multiple stud or column see plan

Dropped beam (see framing plans) See Floor Construction

Detail-Pilot house EAVE 1" = 1'-0"

5/8" GWB

Double Hung Window

Sheet Name:

Section & Details

Rimboard or blocking

First Floor Plan 2' - 6"

Solid block all posts from above to bearing below

Detail-Door and Roof Deck 3/4" = 1'-0" South Elevation 1 1/4" = 1'-0"

Wall or beam see plans

Detail-Window Frame 3/4" = 1'-0"

Third Floor Plan 20' - 6"

Second Floor Plan 11' - 6"

Issue Date : 4/19/2018

3' - 0"

-5/8" Type "X" GWB (level 4 finish) -Fiberglass batt insulation laid on top of gwb to extend to sheathing -Roof rafter@ 16" o.c. (see framing plan) -5/8" OSB sheathing -Ice & water shield over entire roof -Bituminous torch down roofing.

6' - 6" Exterior Door

Pilot roof house constr.

2x4 (minimum) "squash" blocks

4' - 6"

3/4" C/D ply deck

Stucco W/ Wire

Roof Plan 29' - 6"

3' - 0"

Terminate fiberglass surface per manuf. specs

"Simpson" H 2.5 hurricane tie typ. @ea. rafter. install per manuf. spec's.

Author

Third Floor Plan 20' - 6"

Wall Section Detail 02 8 1" = 1'-0"

Basement Plan -6' - 6"

-Metal drip edge -5/4 x8 fascia w/ ex nailer -Cont. vented vinyl soffit

Drawn By: Roof Plan 29' - 6"

2"x6" Stud Wall

Window

4" Concrete slab

Pilot roof house constr.

H. Travor

Project Title:

-Metal drip edge -5/4 x8 fascia w/ ex nailer -Cont. vented vinyl soffit

Check By:

Pilot House 38' - 0"

4' - 6"

3/4" C/D ply deck

Pilot roof house constr.

Designer

3' - 0"

First Floor Plan 2' - 6"

2x6 Bearing wall @16'o.c./Typ

Design By:

4' - 6"

Replacement Rotted 2x10 joists@ 16" C.C

Pressure treated 2"x6" stud R-19 Insulation.

Wall section Detail 01 3/4" = 1'-0"

First Floor Plan 2' - 6"

Section 1 1/4" = 1'-0"

2 Layers of 5/8" GWB

Discription

4' - 6"

2x6 Bearing wall @16'o.c./typ

Existing foundation wall

Date

3' - 0"

3/4" C/D ply deck

2/2"X 10" 2/2"x6"

Revisions No.

Sheet Number:

A103 2

Front Elevation

1/8" = 1'-0"

5' - 0"

Second Floor Plan 11' - 6"

1/2" Proxy Anchor @16" C.C.

2x6 Bearing wall @16'o.c./typ

Dou Win

Replacement Rotted 2x10 joists@ 16" C.C

Pressure treated 2"x6" stud R-19 Insulation.

2/2"X 10" 2/2"x6"

Grade 0' - 0"

Project Number: 02 05 2001 2023

Existing Party Wall

First Floor Plan 2' - 6"

New Floor 2" x10" @16 c.c.

4' - 6"

R-19 Insulation.

3' - 0"

Pressure treated 2"x6" stud

2/2"X 10" 2/2"x6"

Seal:

1420 S 20th st, Philadelphia, PA-19146

Existing Party Wall

Second Floor Plan 11' - 6"

New Floor 2" x10" @16 c.c.

3RD STORY ADDITION w/3RD R. DECK at

2"x6" Stud wall @ 16" C.C.

Second Floor Plan 11' - 6"

4' - 6"

Double Hung Window

2 Layers of 5/8" GWB

6' - 6" Exterior Door

2/2"X 10" 2/2"x6"

Roof Plan 29' - 6"

2' - 0"

Existing Party Wall R-19 Insulation.

42" A.F.D WD Railing

Pilot House 38' - 0"

4' - 6"

Pilot House 38' - 0"

Max Height 38'-0"

Email: tranbar@msn.com Phone: 267.271.7766

New 2"x6" stud wall @16 c.c.

Address: 1125 MASON AVENUE DREXEL HILL, PA 19026

Pilot House 38' - 0"

Henry Building Services, LLC

Max Height 38'-0"

First Floor Plan 2' - 6"

Professional Works Professional Works

Signature SPA

Location

II 43 Baltimore Pike, Springfield,PA

Typology

II Retail interior wall to be demolish

Project Status II Under Construction Role:

II Designer

interior wall to be demolish



D-1 18'-6"

II Henry Travor

exterior wall to be remain

9'-4"

Supervisor

77'-01 2"

18'-6"

81'-9"

door & frame to be removed

Demolishion Plan @ First Floor 1 s-1 SCALE: 1/4"=1'-0"

interior wall to be demolish

interior wall to remain

interior wall to be demolish

interior wall to remain

12'-2"



exterior wall to be remain

Demolishion Plan @ First Floor 1 s-1 SCALE: 1/4"=1'-0" interior wall to remain interior wall to remain exterior wall to be remain

interior wall to remain

2 Demolishing Plan@ Basement s-1 SCALE: 1/4"=1'-0" 2 Demolishing Plan@ Basement s-1 SCALE: 1/4"=1'-0"

CONCEPTUAL SKETCH

door & frame to be removed

interior wall to be demolish

exterior wall to be remain

PLAN

interior wall to be demolish

3D AXON

door & frame to be removed

interior wall to be demolish interior wall to remain

DEMOLISHING

VIEW FROM THE ENTRANCE

43 Baltimore Pike Springfield, PA-19164

12'-2"

Store Renovation at

interior wall to remain

interior wall to be demolish



door & frame to be removed

REVISIONS:

exterior wall to be remain

20161411-222

81'-9"

DESCRIPTION

door & frame to be removed

DATE

exterior wall to be remain

02/08/2020

interior wall to be demolish

M.M.H.

Henry Building Services, LLC

9'-4"

interior wall to be exterior wall to bedemolish remain

EMAIL: TRINBAR@MSN.COM

exterior wall to be remain

DRAWN BY: DATE:

Tele: 215-219-7203

77'-01 2"

1125 MASON AVENUE DREXEL HILL, PA 19026

interior wall to be demolish

PROJECT NUMBER:

door & frame to be removed

3672

17'-9"

2'-0"

Closet

3'-4"

2'-11"

2868

13'-4"

6'-8"

dinning area

3272

8'-0"

3'-6"

Two Story Building

12 sft

2'-2"

3068

2468

17'-9"

9" 3'-4"

40'-0" Building Length

p3 P3

52'-0"

120 sft

2'-10"

5'-4"

bed room

17'-9"

5'-4"

9'-6"

7'-8" 3'-0"

3'-0"

7'-2"

2868

Wharton Street ONE Way

1 SP

3068

Living Area

New Stair

2'-10"

3'-0"

2868

6'-3"

8'-0"

see Stair Details

1 s-2

see Stair Details

246

4'-0"

1 s-2

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

Bed room 130 sft

4672

DISTRICT- CMX-1

3668

ZONING CODE : P1

4672 1'-0"

required/ allowed

1'-0"

4672

1'-0"

lot width

lot area

proposed

existing 14'-0"

same

4'-4"

2 A-2

First Floor Plan

second Floor plan

3 A-1

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

Roof Plan

4 A-1

1'-0"

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

500 sq. ft

75% max

lot width

25% max

front yard

n/a

lot width

n/a

rear yard

12'-0" min

12'-0"

same

rear yard area

same

25% 453 sq. ft

same

25%

220sq. ft. min

220 sq. ft.

same

55'-0" (max)

35'-0"

same

9'-0"

building height

6'-0"

same

occupied area

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

ROOF

730 sq. ft

Door & Windows

2'-6"

Required Dimensions To Meet Code on Emergency -4"p.6.

Height clear opening

24"

Sill ht. interior window Wall size ladder req

Fixed. double gl.,wd fr. building .double

Finish Schedule

Area

floor

-Surface grate

1st

Conc

4" wd

2ct*

Lately enamel lately

37 sf

(Access below)

2nd

Wd/fl

4" wd

2ct*

Enamel lately enamel

44"

-Drain in gravell,conn

3dr

Wd/fl

4" wd

2ct*

Lately enamel lately

4th

Wd/fl

4" wd

2ct*

Semi gl. 42" rail

Bath

Cert.

cert.

2ct*

Deck

wood

9 sf

W/house drain

44"

-Meet current 1 bc & Phila code

Base

Walls

Comments

Celling

Railing

Door

Gl,therms burocken.wd. clad, D-H, same 5l. 6l.door/ double glazed wd/clad

Windows

Exterior door " s.c.wd3drg 4 W/4 minge

10'-0"

second floor

Exist from Basement window Emerg. exit Window width window 20"

1/2" gwb

8'-0"

1/2" gwb 15 Ml (min) water barrier 1" air space

First floor

masonary venner attached to the structural penel w/ galvanized masonry wall ties @16" o.c. both horizontal & vertical

Grade

exterior

3 A-3

min. 4-0" wide plywood structural panels apa rated 2"x6" WOOD frame @ 16" o.c. r-13 insulation

interior

Type 'P1'

grade

1 2",

Wall Schedule SCALE: 1"=1'-0"

1" rigid continius insulation (r5) brick wall

15 Ml (min) water barrier 1" air space 1/2" GWB green board At bathroom green board At bathroom 2x4 woo d furring w/3" ridig insulation (r 10) between furring

exterior

interior

Type 'P2'

min. 12", 4-0" wide plywood structural panels apa rated

conc. wall 2x4 wood furring w/3"

vapor barrier 5 over " type 'x' exterior 8 grade GWB

exterior

interior

Type 'P3'

1/2" GWB

1/2" GWB green board At bathroom

2"x6" WOOD frame @ 16" o.c. r-19 insulation

2"x6" WOOD frame @ 16" o.c. r-13 insulation

exterior

interior

Type 'P4'

3-1/2 WOOD Studs @16" o.c. w treated wood sill plate

interior

Type 'P5'

Professional Works

Logan Apartment

Location Typology Project Status Supervisor Role:

II Philadelphia, PA II Housing II Conceptual Proposal (Unbuilt) II William D. Eckley II Architectâ&#x20AC;&#x2122;s Assistance

TYPICAL FLOOR PLAN

ROOF LEVEL +171.10'

VIEW FROM THE INTERSECTION OF N20TH & LOGAN ST.

THIRD FLOOR +161.10'

ROOF LEVEL +171.10'

SECOND FLOOR +151.10'

FIRST FLOOR +141.10'

THIRD FLOOR +161.10'

SECOND FLOOR +151.10'

FIRST FLOOR +141.10'

LOWER LEVEL +131.10'

ROOF LEVEL +171.10'

THIRD FLOOR +161.10'

SECOND FLOOR +151.10'

FIRST FLOOR +141.10'

LOWER LEVEL +131.10'

VIEW FRONT THE PARK

Professional Works

River-Front Development

Location

II Malayasia

Typology

II Master plan

Project Status II Conceptual Proposal (unbuilt) Supervisor

II Teah Teh

Role:

II Conceptual Planner

H O TEL S E RVICED A PARTMENTS

O FFI CE

M I XED D EVELOPMENT M A R INA M I XED D EVELOPMENT

CONTINUITY : LINK : EFFICIENT : GREEN : RHYTHMIC : SEPARATION : VISUAL : ICONIC : INNOVATIVE

M A R INA CLUB

M I XED D EVELOPMENT

R E TAIL/ BUSINESS SUITS

R E TAIL/ SERVICED APARTMENT

03 Mixed-Use Development

Professional Works

Company Location Project Status Year Responsibilities

Mixed-used Complex

Location

II Malayasia

Typology

II Mixed-Used

-SN Low & Associates -Danga Bay, Johor, Malaysia -Under Construction -2012/13

- Concept Development - Schematic design -3d Modeling + Visualization

Project Status II Under Construction Supervisor

II Teah Teh

Role:

II Conceptual Designer

2nd Floor Plan

Podium Floor Plan

Car-park Floor Plan

Apartment Level Plan

First Floor Plan

Zoning Section

Master plan

Car-park Floor Plan

Apartment Level Plan

2nd Floor Plan

Podium Floor Plan

Car-park Floor Plan

Apartment Level Plan

Professional Works

Mixed-Used Complex

Location

II 600 Girard Ave, Philadelphia, PA

Typology

II Mixed-Used (Library, Apartments)

RACE ABOVE LINE OF TER

MAIN ENTRY

Project Status II Conceptual Proposal (Unbuilt)

( Space Planning, 3d Visualization)

MAILBOXES

10'-0" UTILITY ROOM 160 SF

67'-0"

APARTMENT LOBBY

STAIR #2

STAIR #1

EMERGENCY EXIT

SPACE #7

SPACE #6

REAR ENTRY/ EXIT

SPACE #5

SPACE #4

SPACE #3

5'-

SPACE #2

HC SPACE #1

10'-0"

LINE OF SECOND FLOOR ABOVE

FIRST FLOOR RACE ABOVE LINE OF TER

MAIN ENTRY

1 BEDROOM 520 SF

2 BEDROOM DUPLEX 630 SF THIS FLOOR

BALCONY

LIBRARY FIRST FLOOR USABLE = 4040 SF SECOND FLOOR USABLE = 6020 SF 10,060 SF TOTAL

W/D

W/D HVAC

HVAC

W/D

BALCONY

BED ROOM #1

DINING

BATH ROOM

KITCHEN

CLOSET

HVAC

W/D

DINING LIVING ROOM

LIVING ROOM

STORAGE

HVAC

DINING

HALLWAY

BALCONY

BED ROOM #1

CLOSET

BEDROOM #2 LINEN

BEDROOM #1 RECEPTION/ CHECK-OUT DESK

BALCONY

BED ROOM #1

BATH ROOM

2 BEDROOM 740 SF

1 BEDROOM 520 SF

LIVING ROOM

BED ROOM #1

EMERG. EXIT ONLY KITCHEN

KITCHEN

COATS

CLOSET

MAILBOXES

10'-0" UTILITY ROOM 160 SF

COATS

APARTMENT LOBBY

COATS

67'-0"

BATH ROOM

STAIR #1

BATH ROOM

LINEN/STOR

HVAC

W/D

BATH ROOM

SPACE #4

SPACE #3

5'-

SPACE #2

BEDROOM #2

HC SPACE #1

LINE OF SECOND FLOOR ABOVE

FIRST FLOOR

2 BEDROOM DUPLEX 580 SF THIS FLOOR

W/D

COATS

HVAC KITCHEN

KITCHEN

DINING

KITCHEN

DINING

LIVING ROOM

DINING

LIVING ROOM

BED AREA

STUDIO 410 SF

BED AREA

LIVING ROOM

BEDROOM #1

LIVING ROOM

BATH ROOM CLOSET

SPACE #5

10'-0"

SPACE #6

BEDROOM #1

BATH ROOM COATS

EMERG. EXIT ONLY

HALLWAY

SPACE #7

HALLWAY STAIR #1

COATS

REAR ENTRY/ EXIT

BATH ROOM

STAIR #2 UP

EMERGENCY EXIT

BED ROOM #2

TRASH ROOM

STAIR #2

COATS

CLOSET

II Junior Designer

STUDIO 410 SF

98'-6"

THIRD FLOOR

BED AREA

CLOSET

Role:

RECEPTION/ CHECK-OUT DESK

10,060 SF TOTAL

CLOSET

II Jose Casalina

5'-0"

Supervisor

LIBRARY FIRST FLOOR USABLE = 4040 SF SECOND FLOOR USABLE = 6020 SF

KITCHEN

BATH ROOM DINING

STUDIO 410 SF

1 BEDROOM 580 SF

1 BEDROOM 520 SF

2 BEDROOM DUPLEX 630 SF THIS FLOOR

OUTDOOR TERRACE

BALCONY

DINING ROOM

BALCONY

BED ROOM #1

KITCHEN

1 BEDROOM 520 SF

CLOSET

HVAC

W/D

W/D HVAC

CLOSET

DINING

COATS

DINING

HVAC

LIVING ROOM

LIVING ROOM ENTRY

COATS

LAUNDRY & TRASH ROOM

STAIR #1

5'-0"

HALLWAY

STAIR #2 BATH ROOM

ENTRY

COATS

BATH ROOM COATS

KITCHEN

LIVING ROOM

BATH ROOM

COATS

LIBRARY FIRST FLOOR USABLE = 4040 SF SECOND FLOOR USABLE = 6020 SF 10,060 SF TOTAL

BATH ROOM

STAIR #2

COATS

BATH ROOM

67'-0" DN

KITCHEN

COATS

KITCHEN

DINING

KITCHEN

DINING

+14'-0"

2 BEDROOM DUPLEX 580 SF THIS FLOOR

SECOND FLOOR PLAN

BED AREA

STUDIO 410 SF

BED AREA

LIVING ROOM

CLOSET

KITCHEN

CLOSET

DINING ROOM

LIVING ROOM

STUDIO 410 SF

98'-6"

SECOND FLOOR

FOURTH FLOOR

BED AREA

CLOSET

LIVING ROOM

STUDIO 410 SF

W/D