Architectural Portfolio of Meshkath Hossain by Meshkath M. Hossain

Meshkath M. Hossain Professional

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Professional Works

Competition Entry

Agrani Bank Headquarter

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

Circulation Program

u So

es W Program and Circulation

Arrangement &Orientation

Lifted and Reorganize

Connection & Circulation

i Bu

n di

ai D

Horizontal Pargola

Vertical Louver

Horizontal Louver

Open Courtyard

Green Garden

3D Diagram

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 AA’

West Elevation

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

Ceramic Stone Cap

1/2" Plaster Wall

4 A108

Second Floor Plan Top Of the Roof 27' - 0"

2' - 0" 2' - 0" 0' - 6"2' - 0"

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

1' - 6"

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

10" Brick Wall

10 mm Vaper Barior

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

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

9' - 6"

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

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

Level 2 13' - 0"

27' - 0"

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

6" Concrete Slab filled with Rebar

5 A108

6 A108

Mud Slab

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

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

5' - 0"

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

1' - 0"

1' - 6"

10 mm Vaper Barior

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

Footing -5' - 0" 3 A109

2"-0" x4'-0" Sheet Metal Exterior Panel Concrte Drop wall filled with Rebar

10"x12" Structural Concrete Beam Filled with Rebar

Level 1 1' - 0" See Finishing Details for Floor materials 4" Concret Slab Filled with Rebar 3 " Crushed Stone 1" Rammed Sand Rammed Earth 4' -0"x4'-10" 1'-0" Footing filled with Rebar

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

Rammed Earth

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

5' - 0"

2' - 0" 2' - 0"

0' - 6"2' - 0"

2' - 7" 2' - 5"

Level 2 13' - 0"

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

Alumion Frame Clear glass Curtain Wall

Concrete Ramp

7 A108

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

5' - 0"

Alumion Frame Clear glass Curtain Wall

Level 2 13' - 0"

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

9' - 6"

7' - 0"

4' - 3"

0' - 6"2' - 0"

Glass Panel

9' - 6"

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

10' - 0"

5' - 0"

Level 1 1' - 0"

SECTION BB’

Glass Panel

5' - 0"

1 A109

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

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

5' - 0"

3' - 6" 3' - 0" 0' - 6"2' - 0"

3' - 6" 4' - 0"

6' - 6"

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

Roof 25' - 0"

Hand Rail

Footing -5' - 0" 7 A108 1' - 0"

1 A109

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

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

Top Of the Roof 27' - 0"

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

5' - 0"

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

9' - 6"

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

2 A109

2' - 7"

6 A109

Level 2 13' - 0"

6 A109

2' - 5"

Level 2 13' - 0"

Concrte Drop wall filled with Rebar

L2 Upper Ceiling 23' - 0"

4' - 3"

3"x10" concrete Sill Level Beam

3' - 0"

3"x10" concrete Lintel Level Beam Anderson 50" X 48" aluminium frame double glazed double casement window with partially Oparable

0' - 6"2' - 0"

10" Brick Wall 1 1/2 " Thick Gypsum Board Ceiling

3"x10" concrete Sill Level Beam

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

7' - 0"

3' - 6"

10"x12" Structural Concrete Beam Filled with Rebar

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

2 A109

6' - 6"

3"x10" concrete Lintel Level Beam

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

6" Concrete Slab filled with Rebar

1 1/2 " Thick Gypsum Board Ceiling

Roof 25' - 0"

L2 Upper Ceiling 23' - 0"

4' - 0"

10" Brick Wall

3 A109

Ceramic Stone Cap

Top Of the Roof 27' - 0" 2' - 0"

6" Concrete Slab filled with Rebar

2' - 0"

10' - 0"

Ceramic Stone Cap

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

1' - 0"

3' - 6"

SECTION AA’

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

9' - 6"

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

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

6 A108

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

Footing -5' - 0"

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

9' - 6"

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

10"x12" Structural Concrete Beam Filled with Rebar

0' - 6"2' - 0"

10' - 0"

10" Brick Wall

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

Level 2 13' - 0"

27' - 0"

L2 Upper Ceiling 23' - 0"

10"x12" Structural Concrete Beam Filled with Rebar

1' - 0"

6" Concrete Slab filled with Rebar

5 A108

Roof 25' - 0"

5' - 0"

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

10"x12" Structural Concrete Beam Filled with Rebar

10' - 0"

4 A108

1/2" Plaster Wall

1 1/2 " Thick Gypsum Board Coumpound Ceiling

L2 Upper Ceiling 23' - 0"

10" Brick Wall

1 1/2 " Thick Gypsum Board Coumpound Ceiling

Ceramic Stone Cap

10" Brick Wall

Roof 25' - 0"

2' - 0"

First Floor Plan

Top Of the Roof 27' - 0"

2' - 0"

6" Concrete Slab filled with Rebar

10"x12" Structural Concrete Beam Filled with Rebar

Footing -5' - 0"

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 Professional Works

Excelon Headquater Renovation

Location

II Kennett Square, PA

Typology

II Commacial office

Project Status

In construction

Supervisor

Patricia Stanford

Interior Designer II Collobration with Gensler Role:

Architectural Designer

Currently, Alexander Perry, Inc. is providing full service design development and construction for two buldings of Kennett Square in Philadelphia, PA. Now we are also working hand in hand with the Exelon team providing Move Management Services while COVID-19 regulations are in place to provide the safety and health of their employees during this time.

EXELON BUILDING 200 BY ADJACENCIES

BUILDING 200 LEVEL 03 PROPOSED RE-STACK PLAN

EXELON BUILDING 200 ALL PHASES LEGEND:

Building Core

M&D RESEARCH CENTER

Area Not in Contract GEN Central Design 09470 E.Flick (1 PO, 1 Wkstn)

STAIR #3

GEN Ofc Nuclear Engineer VP 08060 M.Gillin (1 PO) Rick Everett, 08060 (1 PO) GEN Outage Mgmt 08043 (1 Wkstn)

WOMEN'S RESTROOM

MEN'S RESTROOM

VEST.

GEN Outage Support 08042 (1 PO, 3 Wkstn)

ELEC. ROOM

GEN Chemistry 08076 (1 PO, 3 Wkstn) SERVICE ELEV.

ELEV.

GEN Outage Services ISFSI 08040 (1 Wkstns)

ELEV. STORAGE

STAIR #2

ELEC. ROOM

Executives Conference GEN Maintenance 08014 (6 Workstations)

NUCLEAR FUEL

BUILDING 200 LEVEL 02 PROPOSED RE-STACK PLAN

GEN West RSS 08035 ( 2 Wkstns) Common/Shared Building Core Space

• GEN BWR Fuel Services [08056] • GEN Spent Fuel + Decommissioning [08058] • GEN PWR Fuel Services [08063] • GEN Safety Analysis [08064] • GEN Nuclear Fuel-Ind Methods [05094]

GEN ofContract Sr. VP Office Support 08022 (1 PO, 4 Wkstns) AreaOffice Not in

GEN Work Control 08019 (1(2 Wkstn) GENCorporate Ofc Nuclear Engineering 08060 PO, 11 Wkstns) GEN Assesment 05031 (108080 PO, 5(3 Wkstns) GENFleet Components Programs Wkstns) STAIR #3

BSC Legal Regulatory 00678 (1 PO) GEN Cent Engineering 08068 & 09470 (12 Wkstns) Wholesale Legal 86692 (1 PO) GEN Asset Mgmt 08008 (6 Workstations)

WOMEN'S RESTROOM

VEST.

GEN Finance Nuclear 00305 (1 PO, 1 Wkstn) GEN Elec Engineering 05059 (6 Workstations)

BUILDING 200 LEVEL 02 PROPOSED RE-STACK PLAN ELEV.

CONSTELLATION

PHASE LEGEND

GEN Ops Mgmt 08016 (1 PO, 2 Wkstns) GEN Digital Plant Innovation 05035 (2 Workstation)

ELEC. ROOM

SERVICE ELEV.

ELEV. STORAGE

STAIR #2

ELEC. ROOM

ISSUE DATE: 05/20/2020

PHASE 1 DEPARTMENTS

MEN'S RESTROOM

VEST.

Constellation Department [83419, 81670, 81678, 81700, 81780, 81820, 83376, 83446, 83545, 84272, 83604, 83766, 83806, 86702]

GEN Communication GenCorp 09404 (1 PO, 1 Wkstn)

LEGEND:

Constellation (3 PO, 38 Wkstns, 2 Open) GEN Mech Engineering 08061 (4 Workstations) 1. ANTI-STATIC HR Department

CLEANING IS REQUIRED AT THE END OF

GEN Non-Component Prog. 08027 (4 Workstations) LEGEND: EVERY PHASE MOVE DUE TO Executive Department (10 PO, 2 Wkstns)

COVID-19 ALL PERSONNEL

Scale: 1/32” = 1’-0”

STAIR #1

CENTRAL DESIGN ORGANIZATION • Central Design Organization [09470] ALEXANDER PERRY, INC. + • Oversight [08068]

SERVER RM.

Exelon Buildings 200 & 300 | Kennett Square | ReStack Department Plans | 4.30.2020

WOMEN'S RESTROOM

STAIR #3

VEST.

EXTENSION AND LAST NAME FOR WITH MOVE Common/Shared GEN ComponentsSpace Programs 08080 (3 Wkstns) COORDINATION PLAN FOR 4 IT/ELECTRICIAN/SECURITY/ GEN Fuel Services08068 08056&( 09470 1 PO, 15 GEN BWR Cent Engineering (12Workstations) Wkstns) 3. SAFETY WILL BE SUBMITTED AFTER PHASING APPROVAL Nuclear IT (2 PO, 31 Workstations, 1 Storage Rm) GEN Asset Mgmt 08008 (6 Workstations) GEN Fuel Services 0806308060 ( 1 PO,(215PO, Workstations) GEN PWR Ofc Nuclear Engineering 11 EASY Wkstns)IDENTIFICATION

PHASE 3 DEPARTMENTS Nuclear 08070 (1PO, 8 Workstations) GEN ElecPM Engineering 05059 (6 Workstations)

MEN'S RESTROOM

VEST.

GEN Spent Fuel & Decomissioning 08058 (7 Workstations) Building Core ITEMS WILL GEN Generation Support Rad Prot 08077 (2 Workstations) GEN I/C 2. BE TAGGED WITH Area NotEngineering in Contract 08062 (1 PO, 2 Workstations)

GEN Nuclear Records Mgmt 08044 Digital Plant Innovation 05035(4 (2Workstations) Workstation)

ELEC. ROOM

SERVER RM SERVICE ELEV.

GEN Risk 08009 (1 PO, 4(4Workstations) MechMgmt Engineering 08061 Workstations)

BUILDING 200 LEVEL 01 PROPOSED RE-STACK PLAN ELEV.

ELEV. STORAGE

ENGINEERING

STOR.

• GEN Risk Management [08009] • GEN Non-Component Programs [08027] • GEN Nuclear Records Management [08044] • GEN Ofc Nuclear Engineering VP [08060] • GEN Mechanical Engineering [08061] • GEN I/C Engineering [08062] • GEN Reliability Engineering [08066]

Spent FuelEngineering & Decomissioning (7 Workstations) GEN Reliability 08066 08058 (6 Wkstns) LEGEND: Building Core GEN I/C Engineering 08062 (1 PO, 2 Workstations) Server Room

STOR.

• GEN Electrical Engineering [05059] • GEN Central Perf Monitoring [05092] • GEN Asset Management [08008]

GEN Analysis 08064 Wkstns) & 05094 (9 Wkstns) GEN Safety Non-Component Prog.(11 08027 (4 Workstations)

STAIR #2

ELEC. ROOM

BOARD ROOM DIVIDABLE ROOM

SERVER RM.

Area Not in Contract GEN PWR Fuel Services 08063 ( 1 PO, 15 Workstations)

LARGE CONFERECE RM

Retail Space Common/Shared Space

Scale: 1/32” = 1’-0”

MAIL ROOM

Common/Shared GEN BWR Fuel Space Services 08056 ( 1 PO, 15 Workstations)

COPY ROOM STAIR #3

Hotel Space Nuclear IT (2 PO, 31 Workstations, 1 Storage Rm)

STAIR #1 IT

Drug Screening Nuclear PM 08070 (1PO, 8 Workstations)

KITCHEN KITCHEN

Mothers Room

BUILDING 200 LEVEL 01 PROPOSED RE-STACK PLAN Exelon Buildings 200 & 300 | Kennett Square | ReStack Department Plans | 4.30.2020

WOMEN'S RESTROOM

MEN'S RESTROOM

ALEXANDER PERRY, INC. +

SWITCHGEAR

STORAGE OFFICE

PANTRY

SERVER RM

VEST. SHOWER RM

SHOWER RMVEST.

LEGEND: GEN Risk Mgmt 08009 (1 PO, 4 Workstations) GEN Corp Work Control 08019 (1 Workstation)

STOR.

CAFETERIA

SERVICE ELEV.

Building Core Analysis 08064 (11 Wkstns) & 05094 (9 Wkstns) GEN Safety GEN NOS Internal Audit 05034 (4 Workstations) & GEN NOS 08049 (1 PO) Area Not in Contract GEN Reliability Engineering 08066 (6 Wkstns) CISS (2 PO)

BUILDING 200 LEVEL 01 PROPOSED RE-STACK PLAN ELEV.

ELEV.

STOR.

STAIR #2

ELEC. ROOM

BOARD ROOM DIVIDABLE ROOM

LARGE CONFERECE RM

COPY ROOM MAIL ROOM

• GEN Centralized Design Engineering [09470] • GEN CDO Proj Cntl Gov + Oversight [08068]

STAIR #3

BOARD ROOM DIVIDABLE ROOM

LARGE CONFERECE RM

Scale: 1/32” = 1’-0” WOMEN'S RESTROOM

STAIR #1

MEN'S RESTROOM

KITCHEN

STORAGE OFFICE COPY ROOM

JC VEST. SHOWER RM

SHOWER RMVEST.

SERVICE ELEV.

KITCHEN

PANTRY

Coporate Nuclear Security [08021] STAIR #3

STOR.

CAFETERIA

Exelon Buildings 200 & 300 | Kennett Square | ReStack Department Plans | 4.30.2020

ALEXANDER PERRY, INC. +

ELEV.

WOMEN'S RESTROOM

MEN'S RESTROOM

SWITCHGEAR

STORAGE OFFICE

VEST. SHOWER RM

SHOWER RMVEST. CAFETERIA

ELEV. EQUIP. ROOM

ELEC. ROOM

ELEV.

STOR.

GEN NOS Internal Audit 05034 (4 Workstations) & GEN NOS Radwaste & (1 Enviro GEN 08049 PO) Mgmt 08015 (1 PO, 7 Wkstns)

PHASE 3 DEPARTMENTS

CISS (2 PO) Accounting/Finance (3 PO, 23 Workstations)

STAIR #2

ELEV. EQUIP. ROOM

GEN Emer PrepareCorp 08007 (1 PO,08081 7 Workstations) Ofc Nuclear Training (1 PO, 4 Workstations)

Alexander Perry, Inc + Gensler WATER SERVICE

GEN Radwaste Office of NGG Licensing Renewal 08002 (2 PO, 18 Wkstns) GEN & Enviro Mgmt&08015 (1 PO, 7 Wkstns) Nuclear Security Accounting/Finance (3 PO, 23 Workstations)

Scale: 1/32” = 1’-0”

L/R Decommisioning 08058 (4 Workstations) GEN Ofc Nuclear Corp Training 08081 (1 PO, 4 Workstations)

STAIR #1

GEN Office of NGG Licensing & Renewal 08002 (2 PO, 18 Wkstns) Nuclear Security

Exelon Buildings 200 & 300 | Kennett Square | ReStack Department Plans | 4.30.2020

WATER SERVICE

CISS (2 PO)Mgr. (1 PO) Document GEN Corp Control Emer Work Prepare 0800708019 (1 PO,(17Workstation) Workstations)

SERVICE ELEV.

ELEV.

Common/Shared Space Building Core GEN Radwaste & Enviro Mgmt 08015 (1 PO, 7 Wkstns) Hotel Space Area Not in Contract Accounting/Finance (3 PO, 23 Workstations) Drug Screening Retail Space GEN Ofc Room Nuclear Corp Training 08081 (1 PO, 4 Workstations) Mothers Common/Shared Space GEN OfficeMgr. of NGG Licensing & Renewal 08002 (2 PO, 18 Wkstns) Document (1 PO) Hotel Space Nuclear Security GEN Corp Work Control 08019 (1 Workstation) Drug Screening

PANTRY

STAIR #2

PHASE 2 DEPARTMENTS

L/R Decommisioning 08058 (4 Workstations) GEN NOS Internal Audit 05034 (4 Workstations) & Mothers GEN NOSRoom 08049 (1 PO)

KITCHEN

ELEV.

ELEC. ROOM

SECURITY

KITCHEN

SWITCHGEAR

MAIL ROOM

Retail Space LEGEND: Server Room GEN Emer Prepare 08007 (1 PO, 7 Workstations)

STOR. ELEV. EQUIP. ROOM

• GEN Component Programs [08080]

GEN Nuclear Records Mgmt 08044 (4 Workstations) Document Mgr. (1 PO)

ALEXANDER PERRY, INC. +

Scale:

L/R Decommisioning 08058 (4 Workstations)

Alexander Perry, Inc + Gensler

Professional Works Professional Works

Signature SPA

shelve washing & dryer

II Retail

Role:

II Designer

7'-0"

77'-01 2"

fire extinguisher Type ABC

9'-6"

7'-6"

47'-2"

existing wall

3'-4"

toilet

2'-6"

office

waxing 4

4'-31 2"

II Henry Travor

Washing Basin

4'-41 2"

Nail Station Desplay

Project Status II Under Construction Supervisor

a-2 16"x16" hand towel dryer washing basin

4 21" interior new partition wall

F.e.

4 21" interior new partition wall

F.e.

Reception Desk

Nail Bar station (Set of 8)

Waiting area

18'-6"

Typology

1 36" GRAB BAR

HAND WASHING

II 43 Baltimore Pike, Springfield,PA

A-2

42" GRAB BAR

Paper towel dispenser

6'-6"

Location

9'-4"

See toilet Detail Soap Dispenser bASIN MIRROR

pedicure station (Set of 8)

micro. oven

sink

STERILIZATION AREA

Rff

Mini Kitchen

NAIL DRYER 1

DN existing wall

rff

A-2

4 21" interior new partition wall

See kitchen Detail

12'-0"

28'-9"

4'-0"

fire extinguisher Type ABC

sCREEN

1 a-2

First Floor Plan (PROPOSED) 1 A-1 SCALE: 1/4"=1'-0" LEGEND: chandelier COVE LIGHTING SPOT LIGHT

2 RCP Plan @ First Floor A-1 SCALE: 1/4"=1'-0" 9'-51 2"

4'-0"

Toilet Paper Dispenser paper towel dispenser

77'-01 2"

13'-2"

existing wall

20'-6"

existing wall

existing wall existing wall

Powder room

Lash room

interior wall to remain

waxing 02 4 21" interior new partition wall

32'-01 2"

4 21" interior new partition wall

9 10

22'-7"

4'-0"

existing wall

81'-9"

3 Basement Plan A-1 SCALE: 1/4"=1'-0"

3D AXON

existing wall

4 21" interior new partition wall

3'-41 2"

interior wall to remain

18'-9"

existing wall

7'-31 2"

VIEW FROM THE ENTRANCE

2 a-2

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

Gypsum board Hanging pole cove lighting

Front Elevation

1-3/4"

2'-6"

7'-0"

1-3/4"

1'-3" 3'-0"

7'-0"

1-3/4"

all exposed surface to be plam

2'-2"

2'-6"

door hinge "grasse #3903 (3000 series snap on hinge) Self-closing P. LAm Door All Side

HM HM HM

1.6 7

A. 8 9

LAm counter

2'-0"

1'-8"

2'-0"

Drawer: " Mepla 5ds 2061 stee; drawer sides & slides w/3/4" melamine bottom & back polished Brass Pulls(typ)

2'-10" TO COUNTRER

4" 6"

4" p.lam backsplash

2 3

door hinge "grasse #3903 (3000 series snap on hinge) Self-closing 10-1/2" P.lam Adj. Shelf

SIZE W

3" MIN-6" mAX

20161411-222

1 8'-112"

04/19/2020

TYPE MAT.

3'-0"

7'-0"

1-3/4"

ALUM

3'-0"

7'-0"

1-3/4"

3'-0"

7'-0"

1-3/4"

PROJECT NOTES: 3 3'-0" 7'-0" A 1-3/4" 3'-0"

7'-0"

1-3/4"

HM HM 36" MIN

1 2'-6" A HM FIXTURE ,7'-0" FINISHES, & EQUIPMENT 1-3/4"

3'-0"

7'-0"

1-3/4"

Sprin 3" MIN-6" mAX

7'-0"

24" MIN

18" MIN

3'-0"

NO.

12" MIN

ALL FIXTURE, FINISHES, & EQUIPMENT (INTERIOR & EXTER 3'-0" 7'-0" HM BE SELECTED BY1-3/4" OWNER A & SUPPLIED & INSTALLED BY 3'-0" G.C. 7'-0" A FINAL HMLOCATIONS, SELECTIO 1-3/4" U.N.O. TO COORDINATE CONNECTIONS OWNER &AAPPROPRIATE TRADES. 3'-0" 7'-0" W/ 1-3/4" HM 39"min -41" Max

33"min -36" Max

13"min -15"Max

1-3/4"

M.M.H.

1-3/4"

7'-0"

17"min -19"Max seat

1-3/4"

7'-0"

3'-0"

34"-48" Max TO bottom of Towel dispenser

7'-0"

3'-0"

42" Max TO bottom of mirror

3'-0"

accessory Schedule 6 deferred submission: height/length Item 1'-6" 2

WALL CONSTRUCTION: Note; provide ada approved pipe

A. EXTERIOR WALLSinsulation ARE 2X6 WOODpipes STUDS @16 O.C., Material/finishes at all exposed

insulation at all exposed pipes

4 HANDICAP TOILET ROOM DETAILS a-2 Level 1 SCALE: 1/2"=1'-0" 0' - 0"

A1 A2 D1

Grab Bar - BASEMENT, FIRST floor plan 7 - Details - Demolishing Plan

SEAL:

DIMENSIONED FROM INSIDE FACE OF STUD TO OUTSIDE stain. Stl. Paper Towel Dispenser 34" min to 48" Max. towel slot 1 all mechanical, electrical, and plumbing to be submitted on SHEATHING (U.N.O.) REFER TO SECTIONS & DETAILS FOR subsequent permits, engeering to be coordinated between 7 FINISHES. OUTSIDE FACE OF SHEATHING TO ALIGN W/ FA stain. Stl. kitchen front2 elevation side elevation Toilet Paper Dispenser 14" min 19" max A.f.f. to outlet accessory Schedule 6 tokitchen the owner and contractor. HANDICAP TOILET ROOM DET FOUNDATION 4 U.N.O. a-2to bottom Material/finishes Item Desig. SCALE: 1/2"=1'-0" SCALE: of 1/2"=1'-0" height/length stain. Stl. B. SEE PLANS FOR LOCATIONS & CONSTRUCTION OF ALL R Mirror 40" max reflective surface 3 a-2 SCALE: 1/2"=1'-0" WALLS. stain. Stl. 34" min to 48" Max. towel slot Paper Towel Dispenser 1 stain. Stl. property 48" owner: Soap Dispenser max to controls ( rech range varies) C. G.C. TO INSTALL 3 21" SOUND DEADENING INSULATION IN A 4 stain. Stl. 14" min to 19"BATHROOM max A.f.f. to outlet Toilet Paper Dispenser WALLS. 2 43 Baltimore Pike stain. Stl. 7'-6" 33" min to 36" max. A.f.f. Grab Bar ( Rear) 5 D. TO SUBSTITUTE 21" CEMENTITIOUS BACKER BOARD FOR Springfield, PA-19164 stain. Stl. Mirror 40" max to bottom of reflective surface 3 ALL TILE LOCATIONS. INSTALL MOISTURE RESISTANT GWB stain. Stl. 33" min to 36" max. A.f.f. Grab Bar ( side) 6 ALL WET LOCATIONS. stain. Stl. Soap Dispenser 48" max to controls ( rech range varies) 4 E. ALL WALLS TO BE TAPED, SPACKED,SANDED SMOOTH stain. Stl. 39" min to 41" max. A.f.f to bottom Grab Bar ( vertical) 7 DRAWING INDEX: PRIMED LEVEL 4 FINISH. stain. Stl. 33" min to 36" max. W/ A.f.f. Grab Bar ( Rear) 5 Note; F. ALL STUCCO FINISH BY "STO" OR APPROVED EQUAL IN - site plan, drawing index, CODES, and general stain. Stl. 33" min to 36" max.SPEC'S A.f.f. ,COLOR& TEXTURE MANUF. TO BE SELECTED BY Grab Bar ( side) provide ada approvedsp pipe 6 notes. OWNER. 27" min.

5 a-2

Desig.

1'-8"

2 3

3/4"x4"

ALUM

P. lam adjustable shelves pins

7'-6"

4 HANDICAP TOILET ROOM DETA a-2 SCALE: 1/2"=1'-0" Door sCHEDULE

TYPE MAT.

1-3/4"

2018 international buildings code ( IBC) 8 3'-0" 7'-0" 1-3/4" 2015 international residential code (IRC) A 9 3'-0" conservation 7'-0" A 1-3/4" 2015 international energy 10 3'-0" 7'-0" A 1-3/4" code (IECC) 2009 Ansi-a117.1 Existing building usage "b" Proposed building usage "b" No change

2'-10" TO COUNTRER

rff

1 42" Max bottom of 8'-11TO 2" mirror

12'-0"

Note; provide ada approved pipe insulation at all exposed pipes

Level 1 0' - 0"

1'-6"

34"-48" Max TO bottom of Towel dispenser

1 8'-112" Max

8'-0" 17"min -19"Max seat

7'-6"

6 2

7'-0"

( vertical)

REVISIONS:

Note; provide ada approved pipe insulation at all exposed pipes

18" MIN

1'-8"

33"min -36"

3'-0"

1'-3"

Roof 12' - 0" 4

7 6

3" MIN-6" mAX

18" MIN

3'-0"

12" MIN

6'-9"

building codes:

42" MIN

13"min -15"Max

8'-0"

10-1/2" P.lam Adj. Shelf

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

34" max.

2'-0" 4"

4 a-2

door hinge "grasse #3903 (3000 series snap on hinge) Self-closing

HANDICAP TOILET ROOM DETAILS

2'-10" TO COUNTRER

Drawer: " Mepla 5ds 2061 stee; drawer sides & slides w/3/4" melamine bottom & back polished Brass Pulls(typ)

42" Max TO bottom of mirror

24" MIN

34"-48" Max TO bottom of Towel dispenser

2'-2"

LAm counter

2'-0"

36" MIN

10'-0"

7'-6"

door hinge "grasse #3903 (3000 series snap on hinge) Self-closing P. LAm Door All Side

3" MIN-6" mAX

6'-9"

P. lam adjustable shelves pins

12" MIN

3'-0"

54" MIN

Roof 12' - 0"

10'-0"

39"min -41" 12'-0" Max TO BOTTOM

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

code analysis:

1'-3"

all exposed surface to be plam

1 8'-112"

1'-3"

a-2

33"min -36" Max

Elevation 2 Front FRONT ELEVATION

Section 01 1 a-2 SCALE: 1/4"=1'-0"

34" max.

6 2

1'-6"

43 Balt

Level 1 Door sCHEDULE 0' - 0" SIZE

NO.

13"min -15"Max

1'-8"

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

17"min -19"Max seat

1 a-2

Section 01

42" Max TO bottom of SOAP DISPENSER

1'-3"

Nail Bar

EMAIL: TRINBAR@MSN.COM

8'-0"

Level 1 0' - 0" Pedicure Station

42" Max TO bottom of SOAP DISPENSER

10'-0"

Henry Building 3'-0" Services, LLC

Nail Bar

SEAL:

Level 1 0' - 0"

42" Max TO bottom of mirror

Shelving

12'-0"

10'-0"

4 HANDICAP TOILET ROOM DETAILS a-2 SCALE: 1/2"=1'-0"

1'-8"

6'-9"

12'-0" 10'-8"

DRAWN BY: DATE:

3'-0"

10'-0"

1'-0"

Shelving

1'-0"

Pedicure Station

PROJECT NUMBER:

Roof 12' - 0"

10'-0"

Tele: 215-219-7203

stain. Stl.

39" min to 41" max. A.f.f to bottom

WINDOWS:

WINDOWS SHALL BE DOUBLE PANE, LOW-E BY NORTHES BUILDING PRODUCTS" OR APPROVED QUUAL Q/ U-VAL 0.35. SEE PLANS & ELEVATION FOR SIZE . FINAL SELECT OWNER. ALL CASEMENT WINDOWS TO HAVE SASH GUAR

Roof 12' - 0"

1'-0"

13"min -15"Max

A-2

chandelier spot light

33"min -36" Max

17"min -19"Max seat

DWG. NO.:

DESCRIPTION

cove lighting

18" MIN

18" MIN 39"min -41" Max TO BOTTOM

33"min -36" Max

13"min -15"Max

17"min -19"Max seat

0' - 0"

1125 MASON AVENUE DREXEL HILL, PA 19026

Section 01 1 a-2 SCALE: 1/4"=1'-0"

Roof Gypsum board 12' - 0" Hanging pole

12'-0" 10'-8"

Level 1 Nail Bar

Nail Bar

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

chandelier spot light

Note; provide ada approved pipe Level 1 insulation at0' all- exposed pipes 0"

Shelving

DATE

6'-9"

Shelving

4 HANDICAP TOILET ROOM DETAILS 1 Section 01 a-2 SCALE: 1/2"=1'-0" a-2 SECTION

Gypsum board Hanging pole cove lighting

1'-3"

1'-0"

34" max.

12'-0" 10'-8"

1 8'-112"

Pedicure Station

6 kitchen side elevation a-2 SCALE: 1/2"=1'-0"

1'-0"

Roof 12' - 0"

Pedicure Station

7'-6"

5 kitchen front elevation a-2 SCALE: 1/2"=1'-0"

Level 1 0' - 0"

chandelier spot light

Note; provide ada approved pipe insulation at all exposed pipes

10-1/2" P.lam Adj. Shelf

Gypsum board Hanging pole cove lighting

1'-0"

door hinge "grasse #3903 (3000 series snap on hinge) Self-closing

61'-0"

42" Max TO bottom of SOAP DISPENSER

34" max.

Drawer: " Mepla 5ds 2061 stee; drawer sides & slides w/3/4" melamine bottom & back polished Brass Pulls(typ)

7 5

10'-0"

1'-6"

10'-0"

2'-0"

2'-10" TO COUNTRER

4" p.lam backsplash

12'-0"

2'-10" TO COUNTRER

rff

12'-0" 10'-8"

2'-0"

1'-8" 6"

1'-8"

34"-48" Max TO bottom of Towel dispenser

2'-2"

2'-6"

3'-0"

6 2

1'-0"

42" MIN

Roof 12' - 0"

12" MIN

24" MIN

LAm counter

36" MIN

3/4"x4"

12" MIN 3" MIN-6" mAX

door hinge "grasse #3903 (3000 series snap on hinge) Self-closing P. LAm Door All Side

54" MIN

chandelier spot light

P. lam adjustable shelves pins

4"x4"

p.lam plash

all exposed surface to be plam

42" Max TO bottom of mirror

1'-3"

Roof 12' - 0"

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

Professional Works

Row House 1401 N 31st Street MaxHeight Height38'-0" 38'-0" Max

2'-2" 8" 0'0'- -8"

wall finish (typ) 2"x6" Stud wall @ 16" C.C.

4" brick wall

1" insulation

42'-6"

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

11'-6"

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

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

R-19Insulation. Insulation. R-19 37'-0"

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

2'-8"

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

5/8"GWB GWB 5/8"

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

3'-6"

11'-3"

11'-0"

2'-8"

C.h. 10'-11"

3'-6" 2'-10"

1 2"x12"Anchor

SECOND FLOOR Second FloorPlan Plan Second Floor

5/8" GWB 2x6 Bearing wall @16'o.c./typ 4" cmu wall

3'-1" 19'-8"

First Floor Plan

3 s-1

new stair opening

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

28'-9"

1 2" -5

3 4" T&G PLYWOOD SUBFLOOR 2"x6" Stud wall 16" C.C. 2x6 Bearing wall@(TYP) GLUEDAND NAILED @16'o.c./typ

Grade Grade

FIRST FLOOR 0'0'--0"0"

ceramic tile grout Latex Portland cement morter SOUND CONTROL MAT SUBFLOOR

HARDWOOD flooring Foam pad (optional) 3/4" firm-fill gypsum concrte SOUND CONTROL MAT SUBFLOOR

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

-2 "

Existing Foundation

Replacement Rotted 2x10 joists@ 16" C.C

Second Floor Plan 11' - 6"

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

10'-10"

6'-0"

6 s-1

bedroom 01

Hardwood floor detail SCALE: 1"=1'-0"

3'-6"

tile Floor details Wall section Detail 01 3 Wall section Detail 01 3

SCALE: 1"=1'-0"

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

9'-0"

Pilotroof roofhouse houseconstr. constr. Pilot

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

-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.

4 Front WALL SECTION DETAILS s-1 SCALE: 1/4"=1'-0"

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.

3'-6"

7 s-1

2'-

81 2"

12'-9"

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

1/2" gwb

1" rigid continius insulation (r5) min. 21", 4-0" wide plywood structural panels apa rated brick 2"x6" WOOD frame @ 16"

wall

15 Ml (min) water barrier 1" air space 1/2" GWB green board At bathroom conc. wall 2x4 wood furring w/3"

min. 21", 4-0" wide plywood structural panels apa rated 2"x6" WOOD frame @ 16"

1/2" Proxy Anchor @16" C.C. vapor barrier 5 " type 'x' over 8 exterior grade GWB

1/2" GWB

2/2"x6"

3-1/2 WOOD Studs @16"

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

Detail-Pilothouse houseEAVE EAVE Detail-Pilot 55 1"==1'-0" 1'-0" 1" Wall section Detail 01

1/2"2/2"X GWB 10" green board At bathroom

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

3/4" C/D ply deck

2/2"X 10" Existing foundation wall 2/2"x6"

C.h. 9'-6"

20161411-222

Pilot House 38' - 0"

2 Layers of 5/8" GWB

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

4"Concrete Concreteslab slab 4"

Existingfoundation foundationwall wall Existing

0' - 8"

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.

sealant

14'-2"

1 2"x12"Anchor

Existingfoundation foundationwall wall Existing

Elevation

Layers 5/8"GWB GWB 22Layers ofof5/8" 4" brick wall

R-19Insulation. Insulation. R-19

living room

5/8"GWB GWB 5/8"

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

5'-6"

9 see stair s-2 detail

1/2" Proxy Anchor @16" C.C. 4" cmu wall 5/8 EXT. Ply 2/2"X 10" 5/8" GWB 2/2"x6" wall finish (typ) Rubber Flashing 2x6 Bearing wall @16'o.c./typ New cap flashing @ wall

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

Front elevation

1" insulation

C.h. 10'-3"

5'-0"

Closet

FirstFloor FloorPlan Plan First 6" 2'2'--6" 3/4"C/D C/Dply plydeck deck 3/4"

28'-9"

9 see stair s-2 detail

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

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

new steel stair

new steel stair new stair opening

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

8" 0'0'- -8"

5/8" GWB Existing Party Wall Pilotwall roof house constr. finish (typ) 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.

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

grade

C.h. 9'-6"

Existing Floor Joist

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

2x6Bearing Bearingwall wall 2x6 @16'o.c./typ @16'o.c./typ 3'-6"

4'-6"

Powder room

Metal Railing

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

5/8"GWB GWB 5/8"

2 Layers of 5/8" GWB

11'--6" 6" 11'

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

first floor

New Floor 2" x10" @16 c.c

5/8" GWB

T&G PLYWOOD SUBFLOOR 2/2"X 10" GLUEDAND 2/2"x6" NAILED (TYP)

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

Third Floor Plan 20' - 6"

3/4" C/D ply deck

3 4"

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

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

Replacement Rotted 2x10 joists@ 16" C.C

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

Layersofof5/8" 5/8"GWB GWB 22Layers 1" insulation

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

2 Layers of 5/8" GWB

wall finish R-19 (typ) Insulation.

4" brick wall

ExistingParty PartyWall Wall Existing

4'-8"

C.h. 8'-9"

New Flo

5/8" GWB

5/8" GWB Pressure treated 2"x6" stud

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

PROJECT NUMBER:

4" cmu wall

Existing Party Wall 4" cmu wall

3'-8"

4'-7"

bathroom

2'-8"

69'-5"

2 Layers of 5/8" GWB

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

3d Visualization

3/4" C/D ply deck

wall finish (typ)

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

second floor

Shower

Roof Plan 29' - 6"

5/8" GWB

2/2"X 10" Existing Floor Joist 2/2"x6" 5/8" GWB

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

Ne ins Bri

Replacement Rotted 2x10 joists@ 16" C.C

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

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

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

2 Layers of 5/8" GWB

GLUEDAND NAILED (TYP)

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

ExistingParty PartyWall Wall Existing

NewFloor Floor2" 2"x10" x10"@16 @16c.c. c.c. New Existing Party Wall 3 R-19 Insulation. SUBFLOOR " T&G PLYWOOD

Grade 0' - 0"

New Fl 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 3/4" C/D ply deck -5/8"OSB OSBsheathing sheathing -5/8" -Ice&&water watershield shieldover overentire entireroof roof -Ice New Floor 2" -Bituminoustorch torchdown downroofing. roofing. -Bituminous x10" @16 c.c 5/8" GWB Detail-D Detail-Do

A-19146

10'-6"

1 2"x12"Anchor

01/05/2021

2"x6" Stud wall @ 16" C.C. 5/8" GWB

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

tHIRD FLOOR

10'-6"

C.h. 10'-11"

22'-10"

4" cmu wall

5/8"GWB GWB 5/8"

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

10'-6"

42'-6"

bed room 02

New cap flashing @ wall

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

4'-7"

2'-8"

dinning

Rubber Flashing

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

M.M.H.

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

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

NewRebuild Rebuildwall finish (typ) New insulated insulated 5/8 EXT. Ply BrickStud StudWall Wall Brick

EMAIL: TRINBAR@MSN.COM

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

third floor

3d Visualization

5/8" GWB

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

Pilot House 38' - 0"

DRAWN BY: DATE:

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

6'-0"

toilet

1" insulation

ExistingParty PartyWall Wall Existing R-19Insulation. Insulation. R-19

0' - 8"

Parapet Parapet Pilot roof house constr. Existing Floor Joist -Metal drip edge GWBw/ ex nailer -5/45/8" x8 fascia New Deck New Deck -Cont. ventedwall vinyl soffit 4" cmu

1 2"x12"Anchor

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

1'-8"

Closet

Tele: 215-219-7203

roof

2'-1"

rff 21'-10"

0" 8'8'- -0" FrontSetback Setback Front

4" brick wall

1125 MASON AVENUE DREXEL HILL, PA 19026

RubberFlashing Flashing Rubber

sliding door

3 4" PLYWOOD DECKING T&G APA RATED

ROOF

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

Newcap capflashing flashing@ @wall wall New

Hardwood Flooring

RUBBER ROOFING

SEAL:

bed room 03

13'-6"

3'-0" 3'-0"

9'-0"

11'-4"

PREMOLDED CANT STRIP

Henry Building Services, LLC

3'-0"

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

ALUM. ROOF CAPPING METAL FLASHING COUNTER FLASHING

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

Pilotroof roofhouse houseconstr. constr. Pilot

SEAL:

3'-8"

2'-2"

DESCRIPTION

2'-5"

kitchen

S-1

12'-6"

1'-6"

1'-9"

ON AND DETAILS

2'-10"

REVISIONS:

12'-6"

3'-8"

DWG. NO.:

3 Zp

DATE

3 Zp

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

1'-8"

tailing)

2 Layers of 5/8" GWB

3/4"==1'1 3/4"

4'-0"

28'-9"

use group: Rm-1(Residential Multi-Family-1)

deferred submission: all mechanical, electrical, and plumbing to be submitted on subsequent permits, engeering to be coordinated between the owner and contractor.

District-RSA-5

GENERAL NOTES:

Occupied Area Open area Rear yard depth building height

2. 3.

8. 9.

10.

11.

12. 13.

all work to be compliance with all applicable, state, &local codes all contractor(s) performing work shall have applicable licence. controctor(s) is responsible for obtaining building permits unless noted otherwise (u.n.o.) contractor(s) is responsible for obtaining mechanical,electrical,plumbing& sprinkler permits u.n.o. contractor(s) is to have applicable insurance as required by the building owner and municipality. contractor(s) is to responsible for notifying the building inspector a minimum of 24 hours prior to commencing work. contractor (s) is responsible for contacting the building inspector for any/all required inspections for the duration of the project. contractor(s) is to verify existing site condition prior to commencing work, notify architect immediately regarding ant discrepancies between field conditions and architectural documents. do not scale drawings. contractor(s) is responsible for providing required site fencing around parameter of job site as per osha and municipality requirements and guidelines. contractor(s) is responsible to acquire any/all street & sidewalk closure permits as well as any required dumpster permits. provide portable job toilet and telephone on site for the duration of the project(as required by owner). contractor(s) to provide daily clean-up to site dumpster. the Engineer is not responsible for the contractor(s) means and methods of construction.

Lot Area

16'-0" 1600 sq. ft 75% 25%

16'-0" 1600 sq. ft

42'-6" 3'-6"

8'-0"x12'-6" 1600 sq. ft New Addition top of the existing 2story

100 sq. ft. 62% 991.25 sq. ft. 608.75 sq. ft. 38%

100 sq. ft.

9'-0"

28'-9"

Same

38'-0"

37'-0"

30%

existing roof

building zone

SITE LOCATION: 1243 S 15th Street PHILADELPHIA, PA-19146

16'-0" walking zone

28'-9"

Lot Width

New deck on top of the existing 2-story

proposed 3rd floor addition

12'-0"

sp - site plan, drawing index, CODES, and general notes. S-1 - floor plans, ELEVATION, section AND DETAILS S-2 - Deck Plan and details

Existing

finishing zone

s 15TH street one way

12/26/12

finishing zone

LOCATION MAP

SCALE: n.T.S.

walking zone building zone

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

12'-0"

req./allowed

DRAWING INDEX:

deck

Zoning Code DATA

8'-0"

1243 S 15th Street PHILADELPHIA, PA-19146

Alley Way

property owner:

4'-0"

II Architectural Designer

6'-0"

II Henry Travor

2'-0"

Role:

12'-6"

26'-0"

Supervisor

Rear Yard

2'-0"

Project Status II Under Construction

pa ucc 2018 international buildings code ( IBC) 2015 international residential code (IRC) 2010 international energy conservation code (IECC) 2010 Philadelphia building code 2009 Ansi-a117.1

6'-0"

II Row House

4'-0"

Typology

code analysis:

100'-0"

II Philadelphia

Philadelphia, PA-19146

71'-3"

Location

Alley Way

Street

Row House Renovation 1243 S15th Street

6'-0"

1243 s 15th street

Professional Works Professional Works

14'-1"

15'-7"

4 s-1

3'-6"

9'-0"

14'-1"

15'-7"

4 s-1

6'-0"

SCALE: 1"=1'-0"

exterior

tile Floor details 7 s-1

exterior

interior

type 'P1' 1" rigid continius

type 'P2' type 15 Ml (min) 'P1' water barrier

insulation (r5) min. 21", 4-0" wide plywood structural panels apa rated brick

1" air space

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

interior

1'-6"

type 'P1'

exterior

exterior exterior

5 s-1 type 'P2'

2x4 wood furring w/3" ridig insulation (r 10) between furring

sealant

ceramic tile grout Latex Portland cement morter 4" brick wall SOUND CONTROL MAT 1 SUBFLOOR 2"x12"Anchor

4" cmu wall 5/8" GWB wall finish (typ)

Existing Floor Joist 3 SUBFLOOR 4" T&G PLYWOOD Existing Foundation WALL GLUEDAND NAILED (TYP)

exterior

2x4 wood 2"x6" WOOD frame @ 16" furring w/3" ridig insulation (r 10) o.c. r-13 insulation between furring

min. 21", 4-0" wide plywood structural panels apa rated

interior

exterior

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

exterior

interior interior

interior

type 'P4'type 'P3' 1/2" GWB

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

exterior

interior

type 'P4'

interior exterior

type 'P5'

PROJECT NUMBER: DRAWN BY: DATE: 8'-0" Alley Way 20161411-222 4'-0" 01/05/2021

EMAIL: TRINBAR@MSN.COM

M.M.H.

42'-6" 28'-9" 12'-0"

6'-0"

2'-0"

01/05/2021

M.M.H.

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

type 'P5'

SEAL:

26'-0"

SEAL:

2'-0"

6'-0"

5/8" GWB wall finish (typ)

3 4" T&G PLYWOOD SUBFLOOR GLUEDAND NAILED (TYP)

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

interior

1/2" GWB green board At bathroom 3-1/2 WOOD Studs @16" o.c. w treated wood sill plate

interior

type 'P5'

Note: contractor to field verify all on site dimension

REVISIONS:

12'-0"

4'-0"

DESCRIPTION

4" cmu wall

1/2" GWB

interior

type 'P4'

1/2" GWB green board At bathroom

sill plate Note: to field verify interiorcontractor interior all on site dimension

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

SCALE: 1"=1'-0" type 'P3'

vapor barrier 5 1/2" GWB over 8" type 'x' green board exterior gradeAt bathroom GWB 3-1/2 WOOD Studs @16" 2"x6" WOOD frame @ 16" o.c. w treated wood 2"x6" WOOD frame @ 16" o.c. r-13 insulation sill plate o.c. r-19 insulation 1 min. ", 4-0" wide 1/2" 2GWB plywood structural panels apa rated

4 Front WALL SECTION DETAILS s-1 SCALE: 1/4"=1'-0" interior

interior

5/8" GWB

Existing Floor Joist

1/2" gwb

15 Ml (min) water barrier vapor barrier 1" air space min. 21", 4-0" wide 5 " type 'x' over 8 1/2" GWB plywood structural exterior grade green board At bathroom conc. wall panels apa rated GWB

1/2" gwb

wall Schedule

interior

wall finish (typ)

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

SCALE: n.T.S.

type type 'P3' 'P2'

1/2" GWB green board At bathroom conc. wall

wall

EMAIL: TRINBAR@MSN.COM

Tele: 215-219-7203

SEAL: SEAL:

FIRST FLOOR

1/2" gwb

1" rigid continius 15 Ml (min) water barrier insulation (r5) 1" air space min. 21", 4-0" wide 1/2" GWB plywood structural conc. wall green board Atpanels bathroom apa rated brick wall 2x4 wood furring w/3"WOOD frame @ 16" 2"x6" ridig insulation o.c. (r 10) r-13 insulation between furring interior

5/8" GWB 5/8" GWB

Front WALL SECTION DETAILS DETAILS 4 Front WALL SECTION 4 s-1 s-1 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0"

tile Floor details

SCALE: 1"=1'-0"

Existing Floor Joist 4" cmu wall

4" cmu wall

FIRST FLOOR

Existing Foundation WALL SCALE: 1"=1'-0"

1/2" gwb

interior

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

1 2"x12"Anchor

wall finish (typ) 1" insulation 3 4" T&G PLYWOOD SUBFLOOR GLUEDAND NAILED (TYP)

tile Floor details

SCALE: s-1 1"=1'-0" SCALE: 1"=1'-0"

1/2" gwb

15 Ml (min) water barrier 1" air space

3'-6"

Hardwood floor detail

7 s-1

3 4" T&G PLYWOOD SUBFLOOR GLUEDAND NAILED (TYP)

LOCATION MAP

81 2"

masonary venner attached to the structural penel w/ galvanized 3'-6" masonry wall ties @16" o.c. both horizontal & vertical

4 s-1

REVISIONS:

5/8" GWB

1 2"x12"Anchor

SEAL:

5'-0"

3'-6"

5'-6" 28'-9"

4" cmu wall Existing Floor Joist 5/8" GWB 5/8" GWB wall finish (typ) 4" cmu wall 4" brick wall

4" brick wall

2'-

2'9'-0"

wall finish (typ)

Existing Floor Joist

DATE

37'-0" 11'-3" 3'-6"

building zone

ceramic tile grout Latex Portland cement morter SOUND CONTROL MAT SUBFLOOR

1" rigid continius 15 Ml (min) water barrier insulation (r5) 1" air space min. 21", 4-0" wide plywood structural masonary venner attached to the panels apa rated brick structural penel w/ galvanized wall wall ties @16" o.c. both 2"x6" WOOD frame masonry @ 16" horizontal & vertical o.c. r-13 insulation

5/8" GWB

wall finish (typ)

zone

ceramic tileflooring HARDWOOD grout Foam pad (optional) Latex Portland cement morter 3/4" firm-fill gypsum concrte SOUND CONTROL CONTROL MAT MAT SOUND SUBFLOOR SUBFLOOR

1/2" gwb

15 Ml (min) water barrier

1" air space detail Hardwood floor

4" cmu wall

5/8" GWB

sealant

wall finish (typ)

SEAL:

4" cmu wall T&G PLYWOOD SUBFLOOR 5/8" GWB GLUEDAND NAILED (TYP) wall finishwalking (typ) 3 4"

SECOND FLOOR

sealant

SCALE: 1"=1'-0"

5/8" GWB

wall finish (typ)

Street

zone

1" insulation

3 Front elevation s-1 SCALE: 1/4"=1'-0"

6 s-1

5/8" GWB

4" cmu wall

3 4" T&G PLYWOOD SUBFLOOR GLUEDAND NAILED (TYP)

5/8" GWB finishing

1" insulation

Hardwood floor detail

Tele: 215-219-7203 PROJECT NUMBER: DRAWN BY: DATE: 1125 MASON AVENUE DREXEL HILL,20161411-222 PA 19026

37'-0"

37'-0" 11'-6" 11'-0"

4'-8"

wall finish (typ) Existing Floor Joist

grade

HARDWOOD flooring Foam pad (optional) 3/4" firm-fill gypsum concrte SOUND CONTROL MAT SUBFLOOR

Existing Floor Joist

1 2"x12"Anchor

SECOND FLOOR

1 2"x12"Anchor

HARDWOOD flooring Foam pad (optional) 3/4" firm-fill gypsum concrte SOUND CONTROL MAT SUBFLOOR

PLYWOOD DECKING T&G APA RATED

5/8" GWB

wall finish (typ) 1" insulation 3 4" T&G PLYWOOD SUBFLOOR GLUEDAND NAILED (TYP)

SECOND FLOOR

grade

3'-6"

1125 MASON AVENUE DREXEL HILL, PA 19026

11'-6"

10'-6" 3'-8" 2'-8"

11'-0"

4'-8"

3'-1"

2'-8"

11'-0"

19'-8"

3'-6"

1'-6"

9'-0"

5/8" GWB

1 2"x12"Anchor

6 s-1

Henry Building Services, LLC Henry Building Services, LLC

42'-6" 10'-6"

10'-6"

42'-6"

4" brick wall

first floor

p1 elevation 3 Front first floor s-1 SCALE: 1/4"=1'-0"

3 4"

4" cmu wall

12/26/12

DESCRIPTION

10'-6"

6'-0"

10'-6"

1'-8"

1'-8" 6'-0" 10'-6"

C.h. 10'-11"

10'-6"

3'-8" 2'-8"

one way

5/8" GWB

grade

16'-0"

RUBBER ROOFING

s 15TH street

4" cmu wall Existing Floor Joist 5/8" GWB 5/8" GWB wall finish (typ) 4" cmu wall 4" brick wall

4" cmu wall

wall Schedule first floor plan first floor plan 1 1 2 SECOND floor plan2 SECOND floor5plan 4 s-1 s-1 s-1 s-1 SCALE: 1"=1'-0" SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" s-1 s-1 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" 1'-7"

tHIRD FLOOR

second floor

first floor

5'-0"

9'-0"

1" insulation

4" cmu wall 3 SUBFLOOR 4" T&G PLYWOOD 5/8" GWB finishing GLUEDAND NAILED (TYP) wall finishzone (typ)

PREMOLDED CANT STRIP

1243 S 15th Street PHILADELPHIA, PA-19146

walking 5/8" GWB zone

1 2"x12"Anchor

4" brick wall

exterior

3'-0"

5'-6"

1'-7"

wall finish (typ) Existing Floor Joist

4" brick wall

6 s-1

building zone

5/8" GWB

existing roof

PLAN, ELEVATION AND DETAILS 15th Street ELPHIA, PA-19146

1'-0"

3'-0"

9'-0"

2'2" 2'81 2"

1'-6"

4 s-1

6'-0"

12'-9"

bedroom 01

3'-6"

tHIRD FLOOR

1" insulation

C.h. 9'-6"

bedroom 01

1'-0" 9'-0"

1'-7"

C.h. 9'-6"

p1 3'-0"

1" insulation 3 4" T&G PLYWOOD SUBFLOOR GLUEDAND NAILED (TYP)

1" insulation

1" insulation Existing Foundation WALL

-2 2'

1'-0"

bedroom 01 p1

12'-9"

1 2" -5

living room p2

Existing Floor Joist 4" cmu wall 5/8" GWB 5/8" GWB 4" cmu wall wall finish (typ) 4" brick wall 5/8" GWB 1 2"x12"Anchor wall finish (typ)

FIRST FLOOR

C.h. 9'-6"

28'-9" 14'-2"

third floor

14'-2"

9 see stair p2 s-2 detail

4" brick wall

4" cmu wall

3 Front elevation s-1 SCALE: 1/4"=1'-0"

C.h. 10'-3"

14'-2"

living room

5'-6"

new stair opening

living room

9 see stair s-2 detail

28'-9"

1 2" " -5 -2 2' 3'

28'-9"

37'-0"

1 2"x12"Anchor

SITE LOCATION: 1243 S 15th Street PA-19146 third PHILADELPHIA, floor

1 2" " -5 -2 2' 3'

new steel stair new stair opening

37'-0"

ROOF

tHIRD FLOOR

second floor

3'-1"

see stair

28'-9"

C.h. 10'-3" detail s-2

10'-10"

9 see stair s-2 detail

28'-9" 6'-0"

Metal Railing

38'-0"

30%

Same

28'-9"

second floor

5'-0"

19'-8"

9'-0"

third floor

10'-10" 2'2" 2'81 2"

new steel stair new stair opening

4'-6"

new steel stair new stair opening

3'-6"

3'-6" 2'-10"

4'-8"

4'-6"

2'-8"

Metal Railing

19'-8"

Metal Railing

1" insulation

4'-6"

69'-5"

C.h. 8'-9"

100 sq. ft.

608.75 sq. ft. 38%

25%

ALUM. ROOF CAPPING New Addition top METAL FLASHING COUNTER FLASHING of the4" existing 2brick wall story 1 2"x12"Anchor Existing Floor Joist PREMOLDED CANT STRIP 1" insulation 5/8" GWB RUBBER ROOFING 4" cmu wall 3 4" PLYWOOD DECKING T&G 5/8" GWB APA RATED wall finish (typ)

1 2"x12"Anchor

4" brick wall

100 sq. ft. 62% 991.25 sq. ft. roof

1 2"x12"Anchor

3'-1"

1'-8"

2'-1"

2'-1" 1'-8"

11'-4"

6'-0"

22'-10"

6'-0"

6'-0" 10'-6"

4'-7"

2'-8"

1600 sq. ft

75%

ROOF

3'-6"

S-1

PLYWOOD DECKING T&G APA RATED

ROOF

roof

1'-8"

2'-1"

2'-10"

3'-8"

4'-7"

3'-6"

42'-6"

2'-8"

22'-10"

C.h. 10'-11"

2'-8" 2'-8"

C.h. 8'-9"

3'-6"

69'-5"

2'-8" 69'-5"

4'-7"

2'-8"

dinning

42'-6"

4'-7"

Hardwood Flooring

C.h. 10'-11"

2'-8"

dinning

42'-6"

1'-8"

21'-10"

rff

Hardwood Flooring

Closet

to be compliance with all applicable, state, &local codes 2. all contractor(s) performing work shall sliding have applicable licence. door toilet toilet p5 p5 p5 3. controctor(s) is responsible for obtaining building permits unless noted otherwise p5 Closet (u.n.o.) 4. contractor(s) is responsible for obtaining p5 p5 dinning mechanical,electrical,plumbing& sprinkler permits u.n.o. toilet 5. contractor(s) is to have applicable p5 bed room bed room insurance as required by the building 02 02 owner and municipality. 6. contractor(s) is to responsible for p5 notifying the building inspector p5 p5a minimum of p5 prior to commencing work.p5 24 hours contractor (s) is responsible for contacting the building inspector for Shower Shower bed room any/all required inspections for the 02 duration of the project. p5 7. contractor(s) is to verify p5 existing site p5 condition prior to commencing work, notify bathroom bathroom p5 architect immediately regarding ant p3 discrepancies between field conditions p5 p5 and C.h. 8'-9" Shower architectural documents. C.h. 10'-11" C.h. 10'-11" 3'-6" 8. do not scale drawings. 2'-10" 9. contractor(s) isp3responsible for providing required site fencing around p5 parameter of job site as per osha and bathroom p5 Powder municipalityPowder requirements and guidelines. room room p3 10. contractor(s) is responsible to acquire p5 C.h. 9'-6" C.h. 9'-6" any/all street & sidewalk closure permits C.h. 10'-11" as well as any required dumpster permits. p5 p3 new steel new steel Closet Closet 11. provide portable jobp1toilet and stair stair p5 p5 telephone on site for the duration of the stair new stair project(asnew required by owner). Powder opening opening room 12. contractor(s) to provide daily clean-up to site dumpster. p5 p5 C.h. 9'-6" p5 p5 C.h. 10'-3" 13. the Engineer is not responsible for the 9 see stair 9 see stair p5 contractor(s) means and methods of s-2 detail s-2 detail new steel Closet p1 construction. stair p5 10'-6"

3'-0"

9'-0"

Closet bed room 1. all work 03

sliding door

GENERAL NOTES: 13'-6"

3'-0"

Hardwood Flooring

21'-10"

sliding door 21'-10"

3'-0"

rff

kitchen

Occupied Area roof Open area Rear yard depth building height

1600 sq. ft

Lot Area

11'-3"

8'-0"x12'-6"

16'-0"

3'-6"

2'-2"

16'-0"

Lot Width

3 4"

ALUM. ROOF CAPPING METAL FLASHING COUNTER FLASHING

PREMOLDED CANT STRIP

REVISIONS:

sp - site plan, drawing index, CODES, and general notes. 2'-2" p3 3'-8" p3 p3 S-1 - floor plans, ELEVATION, section AND DETAILS bed -room bed room S-2 Deck Plan and details 3'-0"

New deck on top ALUM. of the existing ROOF CAPPING 2-story COUNTER FLASHING METAL FLASHING DWG. NO.:

proposed 3rd floor addition

RUBBER ROOFING

11'-3"

3'-0"

10'-10"

3'-0"

Existing

req./allowed

12'-6"

2'-5"

3'-0"

District-RSA-5

11'-4"

1'-6"

1'-9"

deck

2'-2"

DATE

3'-0"

kitchen

3'-8"

2'-2"

p3 DRAWING INDEX:

3 Zp

13'-6"

2'-10"

3'-0"

kitchen

2'-5"

S-1

Zoning Code DATA

12'-6"

12433'-8" S 15th 2'-2" Street PHILADELPHIA, PA-19146

1'-6" 2'-2"

DWG. NO.:

, ELEVATION AND DETAILS

12'-6"

2'-5"

1'-9"

9'-0"

2'-10"

12'-6" 3'-8"

3'-8"

1'-6"

4'-7"

3 Zp

1'-9"

11'-4"

2'-10"

property owner:

12'-6"

3'-6"

3'-8"

3 Zp

9'-0"

12'-6"

3 Zp

71'-3"

3 Zp

13'-6"

3 Zp

100'-0"

all mechanical, electrical, and plumbing to be submitted on subsequent permits, engeering to be coordinated between the owner and contractor.

3 s-2

vinyl cap by 'rdi: avalon" or Aproved equal

12'-6" 36" h. Hand rail typ. by RD: Avalon" or EQ

DBL PT 2x10 rim board 4x4 post w/ aluminum sleeve by " RDI: Avalon or Approved Equal 5'-0"

5'-0"

2x10 rim joist 4x4 posts for guardrail support, post down to masonry parapet or roof Below

all guard to comply w/ height, load, & spacing requirements of irc 2009

5'-0"

2x10 blocking, typical ( at mid-span of joists)

42'-6"

5'-0"

42'-6"

5'-0"

36" h. Hand rail typ. by RD: Avalon" or EQ

EXHAUST

42'-6"

5'-0"

42'-6"

5'-0"

2x10joist @ 16" c.c

threaded rod through 4x4 post & 2x10 joist & blocking 2/s.s. nut & washed e.a to existing elevation varies

℄ of parapet wall

Section through the opening SCALE: 1"=1'-0"

2x6 knee wall const., align with b.o. 2x10 joist for level finish surface

1 2'

gwb

new 2x6" stud wall 2x6"

to existing elevation varies

3 / 121"x12" lvl

3 4"

T&G PLYWOOD SUBFLOOR GLUEDAND NAILED (TYP)

FLOOR

3/2" x6 stud

2"X 6" PLATE 2"X 10"rim board

3/2" x6 stud

1/2" epoxy anchors@ 18'c/c

6'-0" sliding door

6'-3"

5'-5"

3'-10"

5'-5"

Party wall

3'-6"

7 s-2 DN

11'-0"

8 s-2

6 s-2

7 s-1

walking closet

SCALE: 1"=1'-0"

SCALE: 3/4"=1'-0" MAX. 30° ANGLE FROM VERTICAL

3 4"

10'-9" 10'-9"

C.h. 8'-5"

10'-9"

C.h. 8'-5"

Studwall detail @ party wall

new door lintel

11'-0"

walking closet

8'-0"

6'-3"

3rd floor addition

8'-0"

step up

TYPICAL STAIR NOISING PROFILE

FLOOR FINISH (PER OWNER) SHEATHING (PER DETAILS)

28'-9"

FLOOR SHEATHING PER DETAILS

TO LANDING

SEE NOTES

4'-1"

1 2" -5

SEE NOTES

LOCATE FLOOR HEADER TO INTERSECT BOTTOM OF CARRIAGES

V.I.F.

(3) 2X12 CARRIAGE OR BOX STAIR

10'-10"

6'-0"

bed room 16'-6"

10'-10"

6'-0"

-2

bed room

2X CONT. CLEAT

28'-9"

4'-1"

16'-6"

2"x10"

2"X 10" PLATE

7 s-2

6 s-2

2x12 rim board w/ blocking @ each post

5 DETAIL@ low roof s-2 SCALE: 1"=1'-0"

8 s-2

6'-3"

2x10 joist @ 16" c.c.

5'-0"

5 s-2

6'-0"sliding door w/ 3/2"x 12" Lvl lintel

1x6 trex decking or Approved equal

2x12 rim board w/ blocking @ each post

3 DETAIL@ parapet s-2 SCALE: 1"=1'-0"

EXHAUST

1x6 trex decking or equal

2x6 sill or silealer anchored w/ 5/8" ∅" hilti" hit-a rod @ 4'-0" c.c. drilled and expoxied into cap and brick masonry using hilti" hit-hy 150 adhesive system with hit s screen tube installed per manuf. spec's ( embed through masonry cap and 3 3 8" into brick) or approved equal.

2"x10" joist @ 16" c/c

openning

s.s. threaded rod thrugh 4x4 post & 2x10 joist 7 blocking w/s.s.nut7 washer E.A

2x10 rimboard

Deck sys. by "trex" or EQ

4 DETAIL@ connection s-2 SCALE: 1"=1'-0"

1'-8"

"simpson" or equal joist hanger

2/3"x4"x83" angle

2x10 joiost @ 16" c.c.

vinylrailing ststem by 'RDI: avalon" or approved equal, railing system to comply w/ section 311 od the 2009 IRC code

12'-6"

Note: contractor to field verify all on site dimension

1x6 trex decking or approved equal

SIMPSON OR EQUIV JOIST HANGER FLOOR FINISH (PER OWNER)

5 8"

gwb (type x)

SHEATHING (PER DETAILS) NOTES:

LOCATE FLOOR HEADER TO INTERSECT BOTTOM OF CARRIAGES

3 V.I.F.

THIRD FLOOR Plan 1 s-2 SCALE: 1/4"=1'-0"

2 DECK plan s-2 SCALE: 1/4"=1'-0"

2'2" 2'81 2"

TO LANDING

9 Stair Detail s-2 SCALE: 1"=1'-0"

2. 3.

SIMPSON OR EQUIV JOIST HANGER (3) 2X12 CARRIAGE OR BOX STAIR 5 8"

gwb (type x)

= 7 43" (IBC 2009) =8 41 " (PA UCC) MIN. STAIR tread = 11" (IBC 2009) =10" (PA UCC) SIDE CARRIAGES MAY BE HUG FROM HEADER OR ATTACHED TO WALL FRAMING. CONTRACTOR MAY OPT TO INSTALL BOX STAIR WITH APPROVAL OF OWNER. G.C. TO VERIFY ALL HEIGHTS IN FIELD BEFORE ORDERING BOX STAIRS OR CONSTRUCTING STAIR. ALL STAIR TO COMPLY W/ APPLICABLE CODES. MAX. STAIR raiser

3.30m

Fire Hose

Fire Door

4.34m

1.00m

GENERATOR

2.67m x7.14 m

1.00m UP

1.29m

5.21m

STAIR 4.83mx3.84m

LIFT 1.82 m x 3.84 m

1.14m

6.05m x3.05 m

0.86m

Fire Door

7.68m

2.881m

5.671m

ELECTRICAL ROOM

3.06m

Fire Door

GENERATOR 2.67m x7.14 m

±0

FIRE STAIR 2.29mx5.33 m

1.91m

Fire Hose

5.871m

BASEMENT LINE

Fire Extinguisher

0.86m

LIFT

Fire Extinguisher

1.91m

6.05m x3.05 m

8.06m

22.93m

Fire Extinguisher

1.82 m x 3.84 m

1.14m

1.00m

2.54m

3.05m

1.55m

1.00m

5.21m

2.92m

4.62m

+0.15

Fire Extinguisher

+0.30m

1.25m

2.08m

4.78m

FIRE STAIR 2.29mx5.33 m

1.91m

GUARD POST

4.15m

GREEN SPACE +0.15

GARBAGE COLLECTION

5.16m

22.93m

4.62m

1.75m

4.15m

ELECTRICAL ROOM

2.18m

R O A D

GREEN SPACE

5.671m

+0.30m

Fire Door

5.57m

2.00m

LOBBY/ RECEPTION 4.10 m x 4.32 m

TYPE-B

LOBBY/ RECEPTION 4.10 m x 4.32 m

+0.30m

±0 DN

5.27m

CARE TAKER 2.88m x 2.20m

8.081m

7.571m

RAMP (SLOPE 1:8)

4.95m

5.325m

4.28m

5.25m

RAMP (SLOPE 1:8) ±0

GARBAGE COLLECTION

4.95m

22.94m

2.246m

FIRE HYDRANT

FIRE EXIT

GREEN SPACE

2.00m

4.78m

2.246m

22.93m

2.246m

2.881m

7.571m

BASEMENT LINE

GUARD POST

GREEN SPACE

7.896m

GREEN SPACE

RAMP (SLOPE 1:8)

KITCHEN 1.74 m x 2.10m

W.C. 1.01mx1.10 m

CARE TAKER 2.88m x 2.20m

4.70m

±0

4.25m

SHOWER 1.01mx1.10 m

GREEN SPACE

W.C. 1.01mx1.10 m

SHOWER 1.01mx1.10 m

KITCHEN 1.74 m x 2.10m

4.70m

9.025m

5.27m

B 4.00m

23.75m

TYPE-A

±0

4.25m

4.32m

±0

23.75m

4.83m

27.286m

W I D E

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

2.08m

FIRE EXIT

1 2 . 19 m

Novia Tower

Location Typology Project Status Supervisor Role:

2.92m

STAIR 4.83mx3.84m

1.29m 3.17m

±0

2.881m

2.54m

±0

BASEMENT LINE

G F

8.06m

3.05m

5.871m

ENTRY

56.402m

Professional Works

GREEN SPACE

2.881m

1.25m

ENTRY 8.281m

A V E N U E 32

4.15m

7.54m

5.65m

8.281m

±0

30 1

1 2 . 19 m

W I D E

R O A D

GROUND FLOOR PLAN

10 12 2A

5.871m

8.06m

2.54m

2.92m

II. LAND COVERAGE PROVIDED = 943.30 Sqm. ( 61.29% OF LAND AREA)

2.08m

4.15m

5.16m

4.15m

2.08m

2.92m

2.54m

8.06m

5.871m

6.07m

BED 3.81mx4.70m

3.17m 2.18m

4.83m

FAMILY 5.35 m x 3.81 m

3.94m

TYPE-B

17.665m

DINING 5.33mx5.23m FOYER

9.025m

G.BED 3.96 m x4.45m

TOILET 2.24mx 2.55m

M.BED 5.33 m x 4.71 m

4.00m

LIVING 5.05 mx 6.45 m

2.50m

4.78m

2ND TO 13TH FLOOR PLAN

2.50m

1.87m

5.26m

7.54m

4.15m

1.00m 3.49m

1.50m

0.91m

21.00m

5.16m

1.75m

4.60m

3.06m

5.671m

5.821m

5.65m

0.75m 1.00m

1.75m

1.87m

5.821m

8.281m

SCALE -1:100

5.26m 21.00m

VER. 4.60m x 1.75m

4.15m

7.54m

5.65m

8.281m

7.896m

4.60m

VER. 1.87m x 1.75m

6.571m

3.49m

VER. 1.87m x 1.75m

5.821m

1.50m

5.671m 6.571m

7.896m

0.91m

VER. 4.60m x 1.75m

0.75m 1.00m

1.75m

1.00m

Perspective

E D

Fire Door

3.12 m x 3.80 m

1.91m

1.55m

1.75m

1.57m

TOILET 1.65m x2.43m

1.55m

TOILET 1.65mx2.43m

1.14m 2.29m 1.91m

LAUNDRY 1.65mx2.16m

LIFT 1.82 m x 3.84 m

1.00m UP BED 3.81mx4.70m

DRESS 2.05 mx2.03m

G.BED 3.96 m x4.45m

2.24mx 2.55m

VER. 2.16m x 1.58m

5.085m

4.00m

LIVING 5.05 mx 6.45 m

TOILET

1.00m

2.16m

TOILET 2.54mx1.52m

DRESS 2.05 mx2.03m

M.BED 5.33 m x 4.71 m

UTILITY 1.30 mx1.91m

1.22m 1.22m

0.86m

TOILET 2.54mx1.52m

Fire

Fire Door

4.34m 3.06m

Fire Extinguisher

3.68m

VER. 1.50 m x 3.94m

TYPE-A

FAMILY 5.35 m x 3.81 m

VER. 1.52m x 2.41m

VER. 1.50m x 3.94m

17.665m

3.94m

4.83m

FOYER 3.12 m x 3.80 m

0.86m

1.97m

FIRE STAIR 2.29mx3.33 m KITCHEN 4.88m x3.05m

UP Hose

1.22m

DINING 5.33mx5.23m

5.671m 2.92m

VER. 2.31 m x1.27m

MAID 2.54 m x 2.04 m

1.22m

STAIR 4.83mx3.84m

Fire Door

MAID 1.52 mx1.01m

MAID 2.54 m x 2.04 m

Fire Hose UP LIFT 1.82 m x 3.84 m

LAUNDRY 1.65mx2.16m

1.00m

MAID 1.52 mx1.01m

STAIR 4.83mx3.84m

UTILITY 1.30 mx1.91m

Fire Extinguisher

9.16m

3.30m

1.14m

VER. 2.31 m x1.27m

KITCHEN 4.88m x3.05m

2.29m

BED 3.81mx4.70m

21.00m 4.78m

FIRE STAIR 2.29mx5.33 m

1.91m

BED 3.81mx4.70m

9.16m

VER. 1.52m x 2.41m

2.92m

1.55m

TOILET 1.65mx2.43m

TOILET 1.65m x2.43m

1.57m

1.97m

1.00m UP

6.07m

1.91m

VER. 2.16m x 1.57m

3.68m

2.18m

3.05m

3.17m

6 4

21.00m 2.16m

0.25m

1.75m

5.671m

1.55m

PROPOSED SITE

RO AD 140

3.05m

R O A D 137

6 8

SCALE -1:100

RO AD 138

5.16m

G U L S H A 22 N 24 16

SCALE -1:1600

4.15m

56.402m

SITE PLAN

7.54m

RO AD 136

20 18

5.65m

MEMBRANE ROOFING TO BE RUN UP & OVER PARAPET WALL-ATTACH AS PER MANUF. SPEC'S. ALUM. COPING SLOPED 1/4" PER FT. 5/8" Cement Plaster

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

158'-2 2

SBS MODIFIED BITUMEN MEMBRANE ROOF SYSTEM

1" PARAPET

5/8" Cement Plaster

1" PARAPET

158'-2 2

1" PARAPET 156'-2 2

158'-2 2

1" ROOF

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

156'-2 2

1" ROOF

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

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

1" ROOF

156'-2 2

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

MEMBRANE ROOFING TO BE RUN UP & OVER PARAPET MEMBRANE ROOFING TO BE WALL-ATTACH AS PER RUN UP & OVER PARAPET MANUF. SPEC'S. WALL-ATTACH AS PER MANUF. SPEC'S. SBS MODIFIED BITUMEN MEMBRANE ROOF SYSTEM SBS MODIFIED BITUMEN MEMBRANE SYSTEM 4" MIN. RIGIDROOF INSULATION

1" PARAPET

4" MIN. RIGID INSULATION

SBS MODIFIED BITUMEN MEMBRANE ROOF SYSTEM 4" MIN. RIGID INSULATION

158'-2 2

ALUM. COPING SLOPED 1/4" PER FT.

1" ROOF

156'-2 2

ACOUSTIC TILE CEILING (SEE RCP ACOUSTIC TILEDWG'S) CEILING (SEE RCP DWG'S) CONC. BM. & COLUMN (SEE STRUCT. CONC. BM. &DWG'S) COLUMN (SEE STRUCT. DWG'S)

ACOUSTIC TILE CEILING (SEE RCP DWG'S) CONC. BM. & COLUMN (SEE STRUCT. DWG'S)

Brick wall 5"

Brick wall 5" Brick wall 5"

8" MOISTURE RESISTANT GWB

8" MOISTURE 5 RESISTANT GWB 8" MOISTURE RESISTANT GWB CEMENTITIOUS

CEMENTITIOUS TOPPING

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

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

CONCRETE PLANK FLOORING. (SEE STRUCT. DWGS)

TYPICAL MD. LV. FLR

TYPICAL MD. LV. FLR TYPICAL MD. LV. FLR

TYPICAL MD. LV. FLR

TYPICAL MD. LV. CEILING

GWB SOFFIT TO CONC.BM.

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

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

2ND FLR 2ND FLR

1ST FLR CEILING

INSULATED GLASS

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

REFER TO FINISH SCHEDULE FOR BASE AND FLOOR FINISH, TYP

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

REFER TO FINISH SCHEDULE FOR REFER TOBASE FINISH CEMENT PARGING OVER AND SCHEDULE FLOOR FINISH, FORTYP BASE CMU WALLS TYPICAL AND FLOOR FINISH, TYP 4"CONC. SLAB (SEE STRUCT. DWG'S.) 4"CONC. SLAB (SEE STRUCT. DWG'S.)

REFER TO FINISH SCHEDULE FOR BASE AND FLOOR FINISH, TYP

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

SHEET WATERPROOFING W/ FOUNDATION DRAINAGE SYTEM, TYP. AT RETAINING WALLS

ALUM. STOREFRONT FRAMING SYSTEM w/ ALUM. STOREFRONT INSULATED FRAMING GLASS SYSTEM w/ INSULATED GLASS ALUM. STOREFRONT FRAMING MANUF. TO ALUM. STOREFRONT PROVIDE HEAD TRIMTO FRAMING MANUF. & SILL TO MATCH PROVIDE HEAD TRIM & SILL TO MATCH

ALUM. STOREFRONT FRAMING SYSTEM w/ INSULATED GLASS

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

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

1ST FLR CEILING

CEMENT PARGING OVER CMU WALLS TYPICAL

GWB SOFFIT TO CONC.BM. GWB SOFFIT TO CONC.BM.

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

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

CEMENTITIOUS TOPPING

ALUM. STOREFRONT FRAMING SYSTEM w/ ALUM. STOREFRONT INSULATED FRAMING GLASS SYSTEM w/ INSULATED GLASS

TYPICAL MD. LV. CEILING

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

TOPPING CEMENTITIOUS TOPPING ALUM. STOREFRONT CONCRETE PLANK FLOORING. FRAMING SYSTEM w/ (SEE PLANK STRUCT. DWGS) CONCRETE FLOORING. INSULATED GLASS (SEE STRUCT. DWGS)

1ST FLR

CEMENT PARGING OVER CMU WALLSPARGING TYPICAL OVER CEMENT CMU WALLS TYPICAL

1ST FLR

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

NOTE: ALL STRUCTURAL STEEL BEAMS & NOTE: COLUMNS TO RECEIVE 1HR BEAMS SPRAY-ON ALL STRUCTURAL STEEL & FIREPROOFING COLUMNS TO RECEIVE 1HR SPRAY-ON FIREPROOFING GEOTEXTILE FABRIC DRAINAGE FILL FOUNDATION DRAIN

SHEET WATERPROOFING W/ FOUNDATION DRAINAGE SYTEM, TYP. ATVAPOR RETAINING WALLS 6 MIL. BARRIER 6 MIL. VAPOR BARRIER 4" CRUSHED STONE BASE 4" CRUSHED BASE 2" RIGIDSTONE INSULATION 2" FOUNDATION RIGID INSULATION 8" CMU WALL 8" CMUCONCRETE FOUNDATION WALL FOOTING

SEE STRUCTURAL DWGS CONCRETE FOOTING SEE STRUCTURAL DWGS

GEOTEXTILE FABRIC GEOTEXTILE FABRIC DRAINAGE FILL DRAINAGE FILL FOUNDATION DRAIN FOUNDATION DRAIN

SHEET WATERPROOFING W/ FOUNDATION DRAINAGE SYTEM, SHEET WATERPROOFING W/ TYP. AT RETAINING WALLS SYTEM, FOUNDATION DRAINAGE TYP. AT RETAINING WALLS

Professional Works Professional Works

II Row House

Project Status II Constructioned Supervisor Role:

II Henry Travor II Architectural Designer

Philadelphia, PA-19046

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

USE AND OCCUPANCY CLASSIFICATION: -

R-2

CONSTRUCTION TYPE :

Seal:

VB ( WITH BUILDING HT. INCREASE FROM SPRINKLER)

PROJECT NOTES:

DEFERRED SUBMISSION: ALL MECHANICAL, ELECTRICAL, AND PLUMBING TO BE SUBMITTED ON SUBSEQUENT PERMITS, ENGEERING TO BE COORDINATED BETWEEN THE OWNER AND CONTRACTOR.

BUILDING OWNER :

DRAWING INDEX TO EXTERIOR.

S 20th Street

26' - 0"

DIVIDED

One Way Parking on Both Side

D & SHELF AT

Seal:

SHEET NAME Site Plan & Details Plans & Details Elevation, Section and Details Section & Details Wall section & Details

ACHINE. PROVIDE

10' - 0"

10' - 10"

Revisions No.

Date

Discription

wooden 19' - 6"

Roof Deck

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

Pilot House

5' - 0" Setback

DE DETECTORS

Roof Deck

8' - 0" Setback

Allowed/ Required Lot Size

ED EQUAL. INSTALL

16'-0"x 43'-6"

No of Floor

Front Setback

Rear Setback

5 ft

16'-6"

Maximum Height

38'-0"

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

MMH

3. CONTROCTOR(S) IS RESPONSIBLE FOR OBTAINING BUILDING PERMITS UNLESS NOTED OTHERWISE (U.N.O.)

Check By:

H. Travor

4. CONTRACTOR(S) IS RESPONSIBLE FOR OBTAINING MECHANICAL, ELECTRICAL, PLUMBING& SPRINKLER PERMITS U.N.O.

Drawn By:

MMH

5. CONTRACTOR(S) IS TO HAVE APPLICABLE INSURANCE AS REQUIRED BY THE BUILDING OWNER AND MUNICIPALITY. 6. CONTRACTOR(S) IS TO RESPONSIBLE FOR NOTIFYING THE BUILDING INSPECTOR A MINIMUM OF 24 HOURS PRIOR TO COMMENCING WORK. CONTRACTOR (S) IS RESPONSIBLE FOR CONTACTING THE BUILDING INSPECTOR FOR ANY/ALL REQUIRED INSPECTIONS FOR THE DURATION OF THE PROJECT.

Project Number: 02 05 2001 2023

7. CONTRACTOR(S) IS TO VERIFY EXISTING SITE CONDITION PRIOR TO COMMENCING WORK, NOTIFY ARCHITECT IMMEDIATELY REGARDING ANT DISCREPANCIES BETWEEN FIELD CONDITIONS AND ARCHITECTURAL DOCUMENTS. 8. DO NOT SCALE DRAWINGS.

1420 S 20th st, Philadelphia, PA-19146

Project Title:

Site 1/8" = 1'-0"

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

16' - 6"

16' - 0"

Proposed

GENERAL NOTES:

PROVED EUQUAL. Rear Yard

16'-0"x 60'-0"

Issue Date : 4/19/2018 Sheet Name:

A. ALL PANTRY & LINEN CLOSETS SHALL, RECEIVE (5) EQUALLY DIVIDED SHELVES. B. ALL BATHROOMS TO RECEIVE 75 CFM EXHAUST FAN VENTED TO EXTERIOR.

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. C. G.C. TO INSTALL 3 1/2" SOUND DEADENING INSULATION IN ALL BATHROOM WALLS.

7. FIRE RATINGS:

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 FINISH.

B. FIRE STOP ALL PENETRATIONS THROUGH RATED ASSEMBLES.

9. CONTRACTOR(S) IS RESPONSIBLE FOR PROVIDING REQUIRED SITE FENCING AROUND PARAMETER OF JOB SITE AS PER OSHA AND MUNICIPALITY REQUIREMENTS AND GUIDELINES. 10.CONTRACTOR(S) IS RESPONSIBLE TO ACQUIRE ANY/ALL STREET & SIDEWALK CLOSURE PERMITS AS WELL AS ANY REQUIRED DUMPSTER PERMITS. 11.PROVIDE PORTABLE JOB TOILET AND TELEPHONE ON SITE FOR THE DURATION OF THE PROJECT(AS REQUIRED BY OWNER). 12.CONTRACTOR(S) TO PROVIDE DAILY CLEAN-UP TO SITE DUMPSTER. 13.THE ARCHITECT IS NOT RESPONSIBLE FOR THE CONTRACTOR(S) MEANS AND METHODS OF CONSTRUCTION.

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

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

8. SMOKE DETECTORS & CARBON MONOXIDE DETECTORS:

A. HARDWIRED SMOKE DETECTORS AND /OR CARBON MONOXIDE DETECTORS IN COMPLIANCE W/ IRC 2009.

9. INSULATION: -EXTERIOR WALL (2X6)

R-21

-EXTERIOR WALL (2X4)

R-15

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

-KITCHEN ROOF & PILOT HOUSE R-38

A. ALL HARDWARE TO BE COORDINATED BETWEEN G.C.& HARDWARE 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. B. ALL INTERIOR DOOR BY "MASONITE" OR APPROVED EQUAL SET 4" FROM CORNER (U.N.O.) ALL CLOSET DOORS TO BE CENTERED IN OPENINGS (U.N.O.).

One Way Par

Existing Concrete Foot Path

B. G.C. TO VERIFY ALL R.O.'S & M.O.'S BEFORE COMMENCING CONSTRUCTION & ORDERING WINDOWS. FLASH ALL OPENING PER WINDOW MANUF'S SPECIFICATIONS.

4. DOORS:

S 20th

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

A. EXTERIOR WALLS ARE 2X6 WOOD STUDS @16 O.C., DIMENSIONED FROM INSIDE FACE OF STUD TO OUTSIDE FACE OF SHEATHING (U.N.O.) REFER TO SECTIONS & DETAILS FOR FINISHES. OUTSIDE FACE OF SHEATHING TO ALIGN W/ FACE OF FOUNDATION U.N.O.

3. WINDOWS:

- RSA-5 ( Residential Single Family Attached-5)

EPARATIONS.

6. SPECIALITIES

F. ALL STUCCO FINISH BY "STO" OR APPROVED EQUAL INSTALL MANUF. SPEC'S ,COLOR& TEXTURE TO BE SELECTED BY OWNER.

ZONNING INFORMATION

Existing Concrete Foot Path

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 & APPROPRIATE TRADES. 2. WALL CONSTRUCTION:

1420 S 20th st, Philadelphia, PA-19146

SHEET NUMBER SP-1 A101 A102 A103 A104

1. FIXTURE , FINISHES, & EQUIPMENT

10' - 10"

Typology

Email: tranbar@msn.com Phone: 267.271.7766

II Philadelphia

Address: 1125 MASON AVENUE DREXEL HILL, PA 19026

Location

1420 S 20th Street

BUILDING CODE DATA:

Henry Building Services, LLC

Row House Renovation 1420 S 20th Street

10. ROOFING:

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. 1420 S 20th Street Philadelphia, PA-19046

C. G.C. TO VERIFY ALL R.O.'S &M.O.'S BEFORE COMMENCING CONSTRUCTION & ORDERING DOORS. SEE PLANS FOR SIZES. D. EXTERIOR DOOR SHALL BE INSULATED FIBERGLASS BY "THERMA" OR APPROVED EQUAL W/ U-VALUE OF 0.60 . SEE PLANS FOR SIZE. FINAL SELECTIONS BY OWNER. ALL EXTERIOR DOORS TO INCLUDING STORM DOOR TO BE SELECTED BY OWNER.

E. UNDERCUT BATHROOM DOOR TO ALLOW FOR THRESHOLD. F. ALL DOOR TRIM TO BE SELECTED BY OWNER.

A. ALL INTERIOR STAIRS TO BE PINE BOX. PROVIDE (1) LAYED OF 1/2" TYPE GWB ON U.S. OF ALL COMMON STAIRS. B. 6'-8" HEADROOM TO BE PROVIDED AL ALL TIMES INCOMPLIANCE W/ IRC 2008. C. HANDRAILS MIN. HEIGHT ABOVE RISER 34", MAX. HEIGHT 38" IN COMPLIANCE W/ IRC 2009. D. GUARDS@ STAIR MIN. 36" IN HEIGHT IN COMPLIANCE W/ IRC 2009. GUARDS ARE REQUIRED TO MEET LATERAL LOAD REQUIREMENTS STATED IN STRUCTURAL NOTES.

Location Map 1" = 100'-0"

Henry Building Services, LL

2 A103

A103

3 A103

wooden 19'-6"

Roof Deck@ New 3rd Floor Rear

21 21

5' - 0"

5' - 6"

M. Bed

12' - 0"

M. Bed

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

Set back

7' - 0"

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

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

wooden 19'-6"

3' - 4"

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

Revisi No.

Design

CheckC

DrawnD

Rear Yard

A103

Roof Deck@ New 3rd Floor Rear

1 A103

Bed Room 01

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

A103

3' - 10"

3' - 0"

5' - 6"

New Closet

2' - 0" 1' - 4"

Pliot house roof 9'-10"

9'-8"

3 A103

5' - 0"

3' - 4"

8' - 0"

9'-8" UP

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

Set back

7' - 0" 16

8' - 0"

2' - 10" 6' - 2"

A103

New Closet

Vent

Bed Room 01

10' - 10"

Dinning Area

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

First Floor Plan 1/4" = 1'-0"

Second Floor Plan 1/4" = 1'-0"

Third Floor Plan 1/4" = 1'-0"

Required dimensions to meet code on emergency

Exist from basement window emerg. exit Window width window 20"

-4"p.6.

Height clear opening

24"

-Surface grate

Sill ht. interior window

37 sf

(Access below)

Wall size ladder req

44"

-Drain in gravell,conn

Exist from basement window emerg. exit Window width window 20"

-4"p.6.

Height clear opening

24"

-Surface grate

Sill ht. interior window

37 sf

(Access below)

44"

-Drain in gravell,conn

Wall size ladder req

9 sf

W/house drain

Floor

Base

Walls

1st

Conc

4" wd

2ct*

2nd

wd/fl

4" wd

2ct*

3dr

wd/fl

4" wd

2ct*

wd/fl

4" wd

2ct*

Bath

Cert.

cert.

2ct*

Wood

Lately Enamel Railing

2ct*

Deck

2ct*

Lately Enamel

Finish Schedule

Area

Floor

Base

Walls

1st

Conc

4" wd

2ct*

wd/fl

4" wd

2ct*

wd/fl

4" wd

2ct*

wd/fl

4" wd

2ct*

9 sf

W/house drain

44"

-Meet Current IBC 2nd & Phila code

3dr 4th

Finish Schedule

Area

4th

Velling

2ct* 2ct* 2ct*

Vomments

Lately Enamel -

Lately Enamel

Velling

Door Schedule

Door Schedule Mark

Mark

Third Floor Plan 1/4" = 1'-0"

Family

Width

Family Width Height 1 Internal_Door_-_openable_in_3D_13628 2' - 6" 2 Internal_Door_-_openable_in_3D_13628 2' - 6" 3 Internal_Door_-_openable_in_3D_13628 1 Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6"2' - 6" 5 Internal_Door_-_openable_in_3D_13628 2 Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6"2' - 6" 6 Internal_Door_-_openable_in_3D_13628 2' - 6" 3 Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6" 7 Internal_Door_-_openable_in_3D_13628 2' - 6" 5 Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6"2' - 6" 8 Internal_Door_-_openable_in_3D_13628 6 Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6"4' - 0" 9 Sliding_Barn_Style_Double_Door_14548 7 Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6"2' - 10" 13 Internal_Door_-_openable_in_3D_13628 8 Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6"2' - 6" 14 Internal_Door_-_openable_in_3D_13628 15 Sliding_Barn_Style_Double_Door_14548 9 Sliding_Barn_Style_Double_Door_14548 4' - 0" 6' - 8"6' - 0" 16 Internal_Door_-_openable_in_3D_13628 13 Vomments Internal_Door_-_openable_in_3D_13628 2' - 10" 6' - 8"2' - 6" 17 Door-Exterior-Single-Entry-Half Flat 14 Lately EnamelInternal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6"3' - 0" Glass-Wood_Clad Lately Enamel 15 Sliding_Barn_Style_Double_Door_14548 6' - 0" 7' - 0"2' - 10" 20 Internal_Door_-_openable_in_3D_13628 Lately Enamel 16 Internal_Door_-_openable_in_3D_13628 2' - 6" 6' - 6"2' - 10" 22 Internal_Door_-_openable_in_3D_13628 Lately Enamel 17 Door-Exterior-Single-Entry-Half Flat 3' - 0" 6' - 8"2' - 6" 23 Internal_Door_-_openable_in_3D_13628 Lately Semi gl. Glass-Wood_Clad 25 Sliding_Barn_Style_Double_Door_14548 4' - 0" 42" Rail

20 22

Internal_Door_-_openable_in_3D_13628 Internal_Door_-_openable_in_3D_13628

2' - 10" 2' - 10"

6' - 8" 6' - 8"

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

Height 6' - 6"Mark 6' - 6" 6'6- 6" 6'10 - 6" 6' - 6" 11 6' - 6" 12 6' - 6" 6'13 - 8" 6'16 - 8" 6'17 - 6" 7'18 - 0" 6'19 - 6" 6'20 - 8" 6'21 - 8" 6'22 - 8" 6' - 6" 6' - 8"

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

Window Schedule

Family Window Schedule Mark

Family 6 Window-Sliding-DoubleWidth 10 Window-Double-Hung 11 Window-Double-Hung Window-Sliding-Double 5' - 0" 12 Window-Double-Hung Window-Double-Hung 2' - 0" 13 Window-Double-Hung Window-Double-Hung 2' - 6" 16 Window-Double-Hung Window-Double-Hung 2' - 6" 17 Window-Double-Hung Window-Double-Hung 3' - 0" 18 Window-Double-Hung Window-Double-Hung 3' - 0" 19 Window-Double-Hung Window-Double-Hung 3' - 0" 20 Window-Double-Hung 21 Window-Double-Hung Window-Double-Hung 3' - 0" 22 Window-Double-Hung Window-Double-Hung 3' - 0" Window-Double-Hung Window-Double-Hung Window-Double-Hung

3' - 0" 3' - 0" 3' - 0"

Width

Height

5' - 0"Height5' - 0" 2' - 0" 3' - 6" 2' 5' - 6"- 0" 3' - 10" 2' 3' - 6"- 6" 3' - 10" 3' - 0" 4' - 6" 3' - 10" 3' - 0" 4' - 6" 3' - 10" 4' - 6" 3' - 0" 3' 4' - 0"- 6" 4' - 6" 3' 4' - 0"- 6" 4' - 6" 3' 4' - 0"- 6" 4' - 6" 3' 4' - 0"- 6" 4' - 6" 3' 4' - 0"- 6" 4' - 6"

4' - 6" 4' - 6" 4' - 6"

Project Title:

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

10' - 10"

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

3rd floor Roof Deck

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

3' - 10"

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

4" Conc. slab on

4" 6" Gravel New 2"x Studs Wall@ 16" C/C

Vent

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

5' - 6"

3' - 0"

Kitchen

Existing Basement

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

2' - 0" 1' - 4"

8' - 3"

Kitchen

New Foundartion

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

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

New Foundartion

4" Conc. slab on 4" Gravel

A103

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

Roof Deck

5' - 6"

Existing Party Foundation wall

Existing Basement Finished New 2"x 6" Stud Wall@ 16" C/C

Closet & Storage

8' - 3"

Existing Party Foundation wall

A103

Seal:

A103

3rd floor Roof Deck

1' - 3"

Existing Party Foundation wall

A103

Parapet

16'-4"

4' - 6"

Existing Party Foundation wall

A103

Roof Deck

5' - 6"

A103

3' - 0"

A103

1' - 3"

4' - 6"

Closet & Storage

A103

Closet

6' - 2"

3 A103

2' - 8"

10' - 7 15/32"

A103

Existing Party Wall DN

4' - 6"

6' - 2"

4' - 6"

A103

3' - 0"

Studs Wall @ 16" C.C. Existing25 Party Wall

Party Wall

A103

Party Wall Existing Party Wall

Bed Room 02New 2"x 6"

5' - 6"

6' - 2"

A103

7' - 3"

10' - 7 15/32"

10' - 6" 6' - 2"

Existing Party Wall

Closet 25

New 2"x 6" Studs Wall @ 16" C.C. 10' - 10"

0' - 6"

10' - 6"

Existing Party Wall

New Rebuild of Front wall

10' - 10"

Living Area

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

Bed Room 02

Party Wall

2' - 8"

New Rebuild of Front wall

0' - 6"

3' - 9"

A103

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

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

Living Area

Existing Party Wall

New Foundation

Removable Gate

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

21 A103

Parapet

New Rebuild of Front wall

16'-4"

Emergency Gate 20

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

A103

2' - 4"

Emergency Exit

New Rebuild of Front wall

Gate

2' - 10"

A103 Removable

7' - 3"

3' - 9"

2 A103

Emergency Gate

2' - 4"

2 A103

Issue D

Sheet N

Plans

Sheet N

Floor finish (Per Owner)

6. In order to anchor braced wall panels to foundation wall install 'simpson" model "sstb16" anchor bolts (see 4/s-1.2) so that the anchors are cast in place during See detailwalls. sheet a-x for pouring conc. for foundation

sheathing (Per Details)

MAX. Stair Raiser

Basement Slab Construction MIN. Stair Tread

foundation floor construction.

= 7 34" (IBC 2009) =8 1 4 " (PA UCC) = 10" (IBC 2009) =9" (PA UCC)

TO LANDING

Henry Building Services, LLC

7. Install "simpson" model "hdu4-sds2.5" hold-downs to 1st floor studs at same locations of "simpson" model 5 ' dia. extension rod & "cnw' coupler (see 4/s-1.20 2. Side carriages may be hug from header or attached to wall "sstb" anchors. connect hold-down to "sstb" anchors w/See 8 framing plans for lintel framing. 1.Max OnHeight all (3)38'-0" floor, install3.167 "Contractor o.s.b. sheathing & coil straps to the exterior side of entire front & rear walls (see may opt to install box Stair.House New 2"x6" stud wall Pilot House Pilot Typ. Footing Constr.@ Window Well With approval of owner. g.c.model to verify cs14. all heights in straps field before @16 c.c. framing plans for locations). install "simpson" coil (see3/s-1.2) in order to connect studs 38' - 0" 38' - 0" Cont. conc. footing ( as dimensioned) ordering box stairs or constructing stair. all stair to comply w/ of one floor level to the studs of the floor above or below. the coil strap is to extend 12" min. below to plate V.I.F. applicable codes. W/ 93) # s cont. re-bar & #4 re-bar at & 12" min. above floor sheathing. 1 21" min Removab;e protective mental grate 2'-0" Typ. to Handrail/ set on angles attached 5' - 0" foundation Gardrail Const. EQ

Foundation wall key

Front Setback

Parapet 2"x6" Stud wall @ 16" C.C. 2"x6" Stud wall @ 16" C.C. Existing Party Wall R-19 Insulation.

Min. net clear opening....................5.7 s.f.

Min. net clear opening height............24"

Min. net clear opening width .............20" See detail sheet a-103 for foundation wall construction.

New Deck

"Simpson" framing plate model "lTP4" @ 24" o.c. to attach rim board to top >

2 Layers of 5/8" GWB

Replacement Rotted 2x10 joists@ 16" C.C

New Rebuild insulated Brick Stud Wall

See detail sheet a-103 for window flashing. inter trim package by owner.

Roof Plan 29' - 6" Attach all plywood sheathing to top plate w/ 8d 3/4" C/D ply deck common nails @ 3" o.c. at panel edges

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

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

Ballisters to be spaced so not to Typ. Found. Wall constr. @ Window Well

Third Floor Plan 20' - 6"

allow passage of a 4" dia sphere (typ) 5. 8" Poured conc. wall #5 bar vert. @ 2'-6" o.c. & 4 bar @3'-0" o.c. horz. New Floorwater 2" x10" @16 c.c. bituminous roofing applied per mfr. spec.

Top plate

5/8" GWB

Detail-Handrail/ Gardrail 1" = 1'-0"

Clean free dawning stone at least 12" in width around all sides of well filled to depth of foundation footing

2 Layers of 5/8" GWB

W.W.F. In upper

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

Second Floor Plan 11' - 6"

(3) 2"x4" or 62 post

1'-6"

1 3

of slab depth

Replacement Rotted 2x10 joists@ 16" C.C

Third Floor Plan 20' - 6"

Pressure treated 2"x6" stud

R-19 Insulation.

3/4" C/D ply deck

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

Attach to studs w/ 8d common nails @ 6" o.c. at intermediate

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

Second Floor Plan 11' - 6"

1 21" min

5/8" GWB

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

Attach all plywood sheathing to top Section 2 plate w/ 8d common nails @ 2 3" o.c. 1/4"at=panel 1'-0" edges

0' - 8"

Replacement Rotted 2x10 joists@ 16" C.C

First Floor Plan 2' - 6"

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

3/4" C/D ply deck

Detail-Wall Bracing Panel

(3) 2"x4" or 62 post

2 Layers of 5/8" GWB

Grade 0' - 0"

4" Concrete slab

Basement Plan -6' - 6"

Top plate

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

Provide minimum end dist~ances

Foundation Wall AnchorStucco BoltsW/ wire -

Scale: N.T.S.

1/2' Dia galv. steel hooked anchor bolt w/12" min. embedment 3'-0" O.C. MAX. (W Bolts per Plate 2"x6" Stud Wall Min.) 12" MAX. Distance from corners or end plate

Pqual number of specified nails in each end

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

C/D ply plate deck model "ltp4" @ "Simpson"3/4" framing 24" o.c. to attach rim board to bottom plate

1'-0"

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

Dropped beam (see framing plans) 6

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

1 3

Side carriages may be hug from header or attached framing. Contractor may opt to install box Stair. With approval of owner. g.c. to verify all heights in fie ordering box stairs or constructing stair. all stair to co Design applicable codes.

MIN. Stair Tread

Check

Drawn

of slab depth

Basement Slab Construction. Check By: H. Travor -

4" Conc. slab. w 1.4x w1.4 wwf

Sheet N

1 2" Perimeter expansion joint 10 mil. poly vapor barrier Drawn By: Author 4" crushed stone Provide 1" deep saw cut Control joint for ea. ft. of slab

Wall s Detail

Detail-Typical Basement Slab

Foundation Wall (See Details)

Multiple stud or column see plan

Detail-Wall Bracing Panel 1" = 1'-0"

Wall or beam see plans

Detail-Foundation Wall Anchor Bolts Detail-Window Frame

Scale: N.T.S. 10

3/4" = 1'-0"

Scale: N.T.S.

Use every other nail hole in a row to provide the code required minimum center to center spacing for nails

Cut length End length

End length

7 " 8

Pqual Foundation Wall Anchor Bolts Section & Details -

1/2' Dia galv. steel hooked anchor bolt w/12" min. embedment 3'-0" O.C. MAX. (W Bolts per Plate Sheet Min.) 12" MAX. Distance from corners or end plate

number of specified nails in each end

Number:

A103

"Simpson strong-tile" cs14 coiled strap

Detail-coil Strap Scale: N.T.S.

Sheet N

Clear span

Provide minimum end dist~ances

Sheet Name:

Solid block all posts from above to bearing below

Detail-Foundation Hold Down

Issue Date : 4/19/2018

2x4 (minimum) "squash" blocks

Detail-Typical 1" = 1'-0"

Issue D

concrete foundation wall

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

See Floor Construction

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

Project Title:

Terminate fiberglass surface per manuf. specs

5/8" GWB

MAX. Stair Raiser

Ballisters to be spaced so not to No. Date Discription allow passage of a 4" dia sphere (typ)

1" = 1'-0"

Rimboard or blocking

-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.

= 7 34" (IBC 2009) =8 1 " (PA UCC) = 10" (IBC 2009) =9" (PA UCC)

"simpson" hdu4-sds2.5 studs hold down Revisions

"simpson" sstb16 anchorbolt min. 1,000 W.W.F. In upper lb. capacity

1/2" Ply. Tyver rail for sneer "Simpson strong-tile" cs14 coiled strap

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

#5 bar @ 24" o.c.

Required along all open-sided floor area and stairways All top rail shall have a perimeter Dimension of 4" min to exceed 6 41" w/ largest existing -wall not studs cross-section not exceed 2 14" "simpson" model Handrail gripping surface shall be cnw coupler Continuous, without interruption bt newel posts, or other structural elements or obstructions

R-19 Insulation

Provide & install flabshing per manuf. speces,

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

Notes: conc. haunch slab w/ (2) #5 bars cont.

2"x6" Stud Wall

Sill plate

Detail-Handrail/ Gardrail 1" = Clear span

2X 6" P.T. SILL Plate On Sill sealer

Pilot roof house constr.

see a4/5

Basement -6' - 6"

End length

7 " 8

R-19 Insulation

Basement Plan -6' - 6" Attach all plywood sheathing to top plate w/ 8d common nails @ 3" o.c. at panel edges

No.

Typ. Handrail/ Seal: Gardrail Const.

4" Concrete slab

Existing foundation wall

Revisi

basement slab construction.

Detail-coil Strap Intermediate stud 8 Scale: N.T.S. 2 Layers of 5/8" GWB 1 H.R. 2 Layers of 5/8" GWB 1 H.R.

Detail-Foundation Wall Anchor Bolts

Detail- Basement Slab Attach all plywood sheathing6to studs 8d 3/4" =w/ 1'-0" common nails @ 3" o.c. at panel edges

2 Layers of 5/8" GWB

8d nails see ( 2/

8" sawcut (1" deep) within 24 hours of pour ( do not interupt mesh) Design By: Designer

5 Detail-Pilot house rake 4 1" = 1'-0"

1" = 1'-0"

@ 12" C/C Transversally Attach plywood sheathing to studs w/ 8d common nails @ 6" o.c. at intermediate

-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.

See no

5 8" dia. studs extension rod

End length

4" Gravel

3#5" AND #5

Existing foundation wall

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

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

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

R-19 Insulation.

Cut length

Use every other nail hole in a row to provide the code required minimum center to center spacing for nails

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

Pilot roof house constr.

Grade 0' - 0"

2 Layers of 5/8" GWB

Pilot roof house constr.

5/8" GWB

First Floor Plan 2' - 6"

R-19 Insulatuion

1" = 1'-0"

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

Basement Plan -6' - 6"

Foundation Wall (See Details)

"Simpson" framing plate model "ltp4" @ 24" o.c. to attach rim board to bottom plate

2 Layers of 5/8" GWB

3 12" Max Projection

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

Detail-Typical Basement Slab 1" = 1'-0"

2X 6" P.T. SILL Plate On Sill sealer

2 Layers of 5/8" GWB

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

Attach all plywood sheathing to top plate w/ 8d common nails @ 3" o.c. at panel edges

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

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

"Simpson" framing plate model "lTP4" @ 24" o.c. to attach rim board to top > Sill plate

Replacement Rotted 2x10 joists@ 16" C.C

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

First Floor Plan 2' - 6"

GWB

Grade 0' - 0"

2 Layers of 5/8" GWB

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

Detail-Foured Concrete Exterior Wall 1" = 1'-0" Intermediate stud

Attach all plywood sheathing to studs w/ 8d common nails @ 3" o.c. at panel edges

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

1 New Floor 2" plywood x10" @16sheathing c.c.

- 1 " sawcut Cont. conc. footing ( as 24 dimensioned) (1" deep) within hours of 8 W/ Floor 93)pour # 2" s (cont. re-bar & #4mesh) re-bar at New x10" @16 c.c. do not interupt 2'-0"

4' Concrete slab w/ perimeter expansion - drain 4" Conc. slab. w 1.4x w1.4 wwf joints slope towards tied to storm water 1 management system. 2" Perimeter expansion joint 10 mil. poly vapor barrier 4" crushed stone 4" Perimeter drain tile to sump pump. Provide 1" deep saw cut see plans for location. Control joint for ea. ft. of slab

2 Layers of 5/8" GWB

Detail-Stair

Typ. Footing Constr.@ Window Well

37" At Gard Rail 34" at Hand rail

Existing Party Wall

(3) 2X12 Carriage Or Box Stair

All hardware in contract w/ pressure treated (p.t.) lumber to be galvanized if hardware is not galvanized , place a preservative-treated berried between p.t. lumber & hardware.

Basement Slab Construction.

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

below window

Detail-Typical Basement Haunch Slabof "simpson" model to 1st floor studs at same locations 7. Install "simpson" model "hdu4-sds2.5" hold-downs "sstb" anchors. connect hold-down to "sstb" 4anchors w/58' dia. extension rod & "cnw' coupler (see 4/s-1.20 1" = 1'-0"

Foundation wall key

Seal:EQ

Typical Stair Simpson Noising or equiv joist hanger profile

Floor sheathing Per Details

Third Floor Plan Seal: 20' - 6" 6. In order to anchor braced wall panels to foundation wall install 'simpson" model "sstb16" anchor bolts (see 4/s-1.2) so that the anchors are cast in place during pouring conc. for foundation walls.

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

Sill height....... not more than 44" a.f.f.

New cap flashing @ wall

2X Cont. Cleat

Address: 1125 MASON AVENUE DREXEL HILL, PA 19026

8' - 0"

37" At Gard Rail 34" at Hand rail

1" = 1'-0"

see elevation for window size

Rubber Flashing

v.i.f. 44" max.

5/8 EXT. Ply

3 12" Max Projection

MAX. 30° Locate floor header to intersect Angle from bottom of carriages Vertical 3

Project Number: 02 05 2001 2023

Egress windows shall have:

4" Perimeter drain tile to sump pump. see plans for location.

Detail-Foured Concrete Exterior Wall

New Roof 2" x10"sloped @16 c.c. sill w/ drip edge Required along all open-sided Parapet floor area and stairways 2. Install sheathing coil straps on the interior side of the studs @interior All top rail shall have a perimeter Stone cap adhered w/masonry New Deck Dimension of 4" min braced walls. (see framing plans for locations). adhesive 1 not to exceed 6 4 " w/ largest New Roof 2" x10"cross-section @16 c.c. Roof Plan Roof Plandoors,as well as above & not exceed 2 14" 3. Sheathing must be installed & fastened in all areas above Handrail gripping surface shall be 29' - 6" 29' - 6" openings. Continuous, without interruption bt newel posts, or Existing Party Wall Existing Party Wall other structural elements or obstructions Perm. affixed ladder w/ 12" min. width width 4. Nail sheathing edges to studs@ 3" o.c. w/ nails intermediate studs, nail at 6" o.c. w/ New 2"x6" stud(max.) wall vertically rungs o.c. (max.) 18" o.c. @16 c.c. s-1.2). see interior/exterior sheathing specification on sheet s-1.1.

Rear settback

4' Concrete slab w/ perimeter expansion joints slope towards drain tied to storm water New Deck management system.

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

10"

Pilot roof house constr.

1420 S 20th st, Philadelphia, PA-19146

1'-6"

Pilot House 38' - 0"

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

0' - 8"

Max Height 38'-0"

Project Title:

4" Clean free dawning stone at least 12" in width around all sides of well filled to depth of foundation footing

Notes:

Email: tranbar@msn.com EQ Phone: 267.271.7766

applied per mfr. spec. 3

v.i.f. 44" max.

See detail sheet a-103 for window flashing. inter trim package by owner.

"s an lb.

con

Clean free dawning stone at least 12" in width around all sides of well filled to depth of foundation footing

Min. net 'simpson" clear openingmodel height............24" "sstb16"

10" (IBC 2009)

Intermediate stud

W.W.F. In upper

or end plate

Scale: N.T.S.

Head flashing tie-in instruction

A102

install

self adhesive or equal

Removab;e protective "simpson" modelmental grate set on angles attached cnw couplerto foundation sloped sill w/ drip edge

*Install flashing in order by numbers.

Exterior sheathing **Install flashing and weather resistive barrier to End form water shedding laps. length Provide minimum 87" end dist~ances

Building wrap

Pqual number 1 of specified nails in each 1 end

"Simpson strong-tile" cs14 coiled strap

Detail-coil Strap

self-adhesive flash the Entire sill prior to window install

Scale: N.T.S.

Detail-Foured Concrete Exterior Wall

self 1 adhesive flashing by grace-vycor 1" = 1'-0" or equal

9 cap adhered w/masonry Stone Scale: N.T.S. adhesive

dia. studs extension rod

Design By:

Wall Anchor Bolts Check By: Drawn By:

Designer

Provide minimum 87" end dist~ances

Pqual number of specified nails in each 1/2' Dia galv. steel hooked anchor bolt Perm. affixed ladder w/end 12" min. width width w/12" min. embedment rungs o.c. (max.) 18" o.c. (max.) vertically 3'-0" O.C. MAX. (W Bolts per Plate Min.) 12" MAX. Distance from corners or end plate

Inst brac

3. Shea open

4. Nail s-1.2

Detail-coil S

Typ. Found. Wall constr. @ Window8Well Scale: N.T.S. 5. All h 8" Poured conc. wall galva #5 bar vert. @ 2'-6" o.c. & 4 bar

H. Travor

"simpson" sstb16 anchorbolt min. 1,000 lb. capacity

Foundation Wall Anchor Bolts

10"

Detail-Foundation Hold Down

"simpson" hdu4-sds2.5 studs hold down

See detail sheet a-103 for Detail-Foundation foundation wall construction. flashing by building grace-vycor Fold up 7 wrap Clear Scale: N.T.S. span secure &temporarily See detail sheet a-103 for window as flashing. shown inter trim package by owner.

1. On a D frami Sh of on W & 12" D

Revisions Drawn By: Author No. wall Date existing studs Discription

Author

@3'-0" o.c. horz. bituminous water roofing applied per mfr. spec.

Clean free dawning stone at least 12" in width around all sides of well filled to depth of foundation footing

concrete wall Issue Datefoundation : 4/19/2018

6. In or 'simp pour

Is 7. Insta "sstb S Typ. Footing Constr.@ Window Well

Foundation wall key

Sheet Name:

Elevation, Section and Details

sillopening prior width to window Entire Min. net clear .............20"

C Iss

See framing plans for lintel

Base

H. Travor

concrete foundation wall

Scale: N.T.S.

Sill height....... not more than 44" Cuta.f.f. Use every other nail hole in a row to length provide the code required - minimum Min. net clear opening....................5.7 s.f. center to center spacing for nails End Min. net clear opening height............24" length self-adhesive flash the

4" Conc. slab. w 1.4x w1.4 wwf see a4/5 1 2" Perimeter expansion joint 10 mil. poly vapor barrier 4" crushed stone Provide 1" deep saw cut Control joint for ea. ft. of slab

Use every other nail hole in a row to provide the code required minimum center to center spacing for nails

1'-6"

Sheet Number:

A102

ect Number: 02 05 2001 2023

Typical window Flashing detail 5 Detail-Foundation Wall Anchor Scale: N.T.SBolts

Check By:

1 2

Basement Slab Construction. basement slab construction.

See detail sheet a-x for foundation floor construction.

Project Number: 02 05 2001 2023

1" = 1'-0"

sawcut (1" deep) within 24 hours of "simpson" model

#5 bar @ 24" o.c.

1420 S 20th st, Philadelphia, PA-19146

Detail-Typical Basement Slab

of slab depth

Detail-Stair

pour do not interupt mesh) 1" = (1'-0" cnw coupler

Seal:

S 20th st, delphia, PA-19146

1 3

GWB

conc. haunch slab w/ (2) #5 bars cont.

STORY ADDITION w/3RD R. DECK at

Sill plate

Address: See Notes 1125 MASON AVENUE DREXEL HILL, PA 19026 Email: tranbar@msn.com Phone: 267.271.7766

1" = 1'-0" "simpson" sstb16 Detail-Typical Basement Slab anchorbolt min. 1,000 5 lb. capacity 1" = 1'-0" Design By: Designer

Clear span

of slab depth

Window

1 3

S De

Simpson or equiv joist hanger

Detail-Typical Basement Haunch Slab

4 W.W.F. In upper

TO LANDING

(3) 2X12 Carriage Or Box Stair

5 8" dia. studs extension rod

End length

TYP. Roof Constuction Detail

24" o.c. to attach rim board to bottom plate Building Detail-Foundation Wall Anchorwrap Bolts

Sto finish (smooth or textured) 1 7 N.T.S. weep screed or flashing Scale: 1

Address: 1125 MASON AVENUE DREXEL HILL, PA 19026

Cut length

#5 bar @ 24" o.c. Ballisters to be spaced so not to allow passage of a 4" dia sphere (typ) Locate floor header to intersect bottom of carriages V.I.F.

Seal:

cross-section not exceed 2 14" Handrail gripping Floor surface shall be Owner) finish (Per Continuous, without interruption bt newel posts, or sheathing Details) other structural elements or (Per obstructions

conc. haunch slab w/ (2) #5 bars cont.

Discription

Use every other nail hole in a row to provide the code required minimum center to center spacing for nails

V.I.F.

Handrail/ 1" =Typ. 1'-0"

"simpson" hdu4-sds2.5 studs hold down No. Date Discription

allow passage of a 4" dia sphere (typ)

Date

Scale: N.T.S

Project Title:

Scale: N.T.S

existing wall studs

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

a= Diameter of throat b= Width of flange Lap building overofcompleted sticky c= wrap Width head flashing and headofflash d= metal Height head

2" x 10" @16" c/c

5' - 0"

Typical window Flashing detail

See manuf. installation instruction/ specification for sealing flange edges

(3) 2X12 Carriage or Box Gardrail Const. stair Required along all open-sided Simpson OR Equiv floor area and stairways basement slab construction. Joist hanger All top rail shall have a perimeter 5 Dimension of 4" min see a4/5 8" GWB not to exceed 6 41" w/ largest

Haunch Slab

1" = 1'-0"

Project Title:

Detail-Typical Basement Slab

Roof Vent No.

1" = 1'-0"

2" x 10" @16"Sill c/c plate

Scale: N.T.S

Henry Building Services, LLC

Lap building wrap over completed sticky flashing and metal head flash Stud framing (see self-adhesive flash the Sheathing joint Sto details are illustrations of construction detail) Entire sill prior to window they are install Mechanically fasten as necessary in corners Sheathing guidelines,intended for use by the design Sto guard mesh sto 2X 6" P.T. SILL Plate through flashing (see detail) On Sill sealer construction professional, to assist,gold theyfill self adhesiveHead flashing by grace-vycor flashing tie-in instruction Sto emaraldcoat should be modified where Attach all plywood sheathing to top plate w/ necessary to equal Foundation Wallor (See Sto emeraldcoat accommodate individual Head flashing tie-in instruction 8d common nails @ 3" o.c. at panel edgesproject conditions. Expanded metal lath Details) 1.Cut,fold up & temporarily secure refer to appropriate sto specification for Building wrap lapsheader to allow for flashing weather resistive barrier above 1.Cut,fold up & temporarily secure Sto powerwall*scratch Install flashing in order as shown over design requirements. refer to local building installation. Detail-Wall Bracing Panel weather resistive barrier above header to allow for flashing coat by numbers. 3 Tape code. 6 2.Install head flashing under weather 1" = 1'-0" installation. "Simpson" framing plate model "ltp4" @ Sto powerwall**Install brawn coat flashing and weather Issue Date : 4/19/2018 resistiveresistive barrier. barrier to 2.Install head flashing under weather 24" o.c. to attach rim board to bottom plate Sto premer form water shedding laps. resistive barrier. 3. Metal head flashing with drip. provide 2 Sidewalk/ pavers Sheet Name: end dams unless installed at lap siding. Wall Foundation Anchor Bolts 3. Metal head flashing with drip. provide Sidewalk/ pavers Barrier membrane Elevation, Section Sto finish (smooth or textured) end dams unless installed at lap siding. 1/2' Dia galv. steel hooked anchor bolt 4. Folf weather resistive barrier -back Window and Details Barrier membrane Foundation weep screed or flashing over head flashing and seal with tape.w/12" min. embedment Stucco wall assembly detail 3'-0" O.C. MAX. (W Bolts per Plate 4. Folf weather resistive barrier back 4 Foundation Min.) 12" MAX. Distance from corners over head flashing and seal with tape. Scale: N.T.S Sheet Number:

Sto details are illustrations of construction they are guidelines,intended for use by the design construction professional, to assist, they should be modified where necessary to

All top have wwf a perimeter 4"- Conc. slab.rail w shall 1.4x w1.4 Dimension of 4" min 1 2" Perimeter expansion1 joint to vapor exceed 6 4 " w/ largest 10- mil.not poly barrier cross-section not exceed 2 14" 4" crushed stone Handrail Provide 1" deepgripping saw cutsurface shall be Control Continuous, joint for ea. without interruption bt newel posts, or other structural elements or obstructions ft. of slab

3 Locate Floor Header To Intersect Bottom of Carriages Detail-Stair

Detail-Handrail/ Gardrail

ect Title:

Top plate

Required along all open-sided

Revisions Ballisters to be spaced so not to

2" x 10" @16" c/c

Attach all plywood sheathing to studs w/ 8d common nails @ 3" o.c. at panel edges

8" sawcut (1" deep) within 24 hours of Stud framing (seeFoundation Wall (See Sill plate Details) pour ( do not interupt mesh) Attach all plywood sheathing to studs w/ 8d detail) e= Height of collar Design By: Designer common nails @ 3" o.c. at panel edges Mechanically asoverall necessary in corners Sheathing 2" x 10" @16" c/c f= fasten Total height 1 Basement Slab Construction. Fold up building wrap through flashing (see detail) 4"By: Conc. slab. w 1.4x w1.4 wwf &temporarily End secure 1 Check H. Travor Fold up building wrap length 1 Sto emaraldcoat 2" Perimeter expansion joint 2X 6" P.T. SILL Plate Provide minimum 87" &temporarily secure 10 mil. poly vapor barrier On Sill sealer end dist~ances Expanded metal lath 4" crushed stone Drawn By: Building Provide 1"Author deep saw cut Attach all plywood sheathing to top plate w/ wrap laps Pqual number of Foundation Wall (See Foundation Wall Anchor Sto powerwall scratch ControlBolts joint for ea. over common nails @ 3" o.c. at panel edges specified nails in each Roof Vent ft. of slab Exterior sheathing Details) Framing8d Plan "Simpson strong-tile" cs14 1/2' Dia galv. steel hooked anchor3 bolt coat end Tape 6 min. embedment 3 coiled strap w/12"Scale: N.T.S 1/8" = 1'-0" Exterior sheathing Sto powerwall brawn coat 3'-0" O.C. MAX. (W Bolts perBracing Plate 3 Detail-Wall Panel Intermediate stud Min.) 12" MAX. Distance from corners 6 Sto premer Detail-coil Strap or end plate 1" = 1'-0" 2 Building wrap Egress windows shall have: "Simpson" framing plate model "ltp4" @

Window

Seal:Gardrail Const.

(3) 2X12 Carriage Or Stair of "simpson"Box model

To Landing

Revisions

2X 6" P.T. SILL Plate On Sill sealer

Building wrap laps over Tape

Sto finish (smooth or textured) weep screed or flashing

Height of collar Total overall height

Seal:

Intermediate stud

Framing Plan 1/8" = 1'-0"

e= f=

Detail

Side carriages may be hug fromDetail-Typical header or attached to wall Basement framing. 4 box Stair. Contractor may opt to install 1" = 1'-0" With approval of owner. g.c. to verify all heights in field before ordering box stairs or constructing stair. all stair to comply w/ applicable codes.

Basement Slab Construction. floor area and stairways

Attach plywood sheathing to studs w/ 8d common nails @ 6" o.c. at intermediate Top plate Legend Detail-Handrail/ Gardrail 2 2" x 10" @16" c/c 1" = 1'-0"

First Floor Plan 2' - 6"

Expanded metal lath

Sto premer

Stucco wall assembly detail

Scale: N.T.S

Sto guard mesh sto Detail-Wall Bracing Panel 6 Mechanically fasten as necessary in corners 1" = 1'-0" gold fill through flashing Sto emeraldcoat

common nails @ 6" o.c. at intermediate Front Elevation Sto powerwall brawn coat 2 1/8" = 1'-0"

Sto details are illustrations of construction they are guidelines,intended for use by the design construction professional, to assist, they should be modified where necessary to accommodate individual project conditions. refer to appropriate sto specification for design requirements. refer to local building code.

Roof Vent

Width of flange Width of head Height of head

of slab depth

= 7 34" (IBC 2009) =8 1 4 " (PA UCC) = 10" (IBC 2009) =9" (PA UCC)

see elevation for window size

4' - 6"

Lap building wrap over completed sticky flashing and metal head flash

Sto powerwall scratch Attach plywood sheathing to studs w/ 8d coat

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

2" x 10" @16" c/c

2' - 0"

4' - 6"

Sheathing "Simpson" framing plate model "ltp4" @ (see detail)plate 24" o.c. to attach rim board to bottom First Floor Plan Sto emaraldcoat

Sheathing joint

Seal:

v.i.f. 44" max.

detail)

2' - 6"

(3) 2"x4" or 62 post

b= c= d=

1 3

(1" deep) withinConstuction 24 hours of Roof 8" sawcutTYP. Handrail/ pourTyp. ( do not interupt mesh)

min

1420 S 20th st, Philadelphia, PA-19146

Sto emeraldcoat

2" x 10" @16" c/c

Second Floor Plan 11' - 6"

Attach all plywood sheathing to top plate w/ Double Hung 8d common nailsWindow @ 3" o.c. at panel edges (3) 2"x4" or 62 post Stud framing (see

3 12" Max Projection

2" x 10" @16" c/c

3' - 0"

4' - 6" 3' - 0"

gold fill

Height of collar Total overall height

common nails @ 3" o.c. at panel edges

3' - 0"

6' - 6" Exterior Door

Sto guard mesh sto

e= f=

W.W.F. In upper 1

to top plate w/Aura 8d ventilation diagram a= Diameter of throat common nails @ 3" o.c. at panel edges

2" x 10" @16" c/c 4" Perimeter drain tile to sump pump. see plans for location.

First Floor Plan Third2'Floor - 6" Plan 20' - 6"

Second Floor Plan 11' - 6"

Sheathing joint

Width of flange Width of head Height of head

to attach rim board to top > Framing Plan 3 1/8" = 1'-0" Front Elevation 2 Attach all plywood sheathing to studs 1/8" = 1'-0"w/ 8d common @ 3" sheathing o.c. at panel edges Attach allnails plywood to top plate w/ 8d

1 2"

MAX. Stair Raiser MIN. Stair Tread

Legend

2" xRoof 10" @16" c/c TYP. Constuction Detail Stucco W/ Wire Attach all plywood sheathing 4' Concrete slab w/ perimeter expansion

2' - 0"

Attach plywood sheathing to studs w/ 8d common nails @ 6" o.c. at intermediate

Top plate hold-downs 7. Install "simpson" model "hdu4-sds2.5" Detail-Handrail/ Gardrailto 1st floor studs at same locations of "simpson" model 2 hold-down to "sstb" anchors w/58' dia. extension rod & "cnw' coupler (see 4/s-1.20 "sstb" anchors. connect 1" = 1'-0"

W/ 93) # s cont. re-bar & #4 re-bar at 2'-0"

b= c= d=

1 21" min

Notes:

'simpson" model "sstb16" anchor bolts (see 4/s-1.2) so that the anchors are cast in place during pouring conc. for foundation walls.

7. Install "simpson" model "hdu4-sds2.5" hold-downs to 1st floor studs at same locations 5 "sstb" anchors. connectSeehold-down to "sstb" anchors w/58' dia. extension rod & "cnw' coupler (see 4/s-1.20 8" GWB notes

specification for sealing flange edges

see plans for location.

specification for sealing flange 1" =6.1'-0" In order to anchor braced wall panels to foundation wall install Seal: edges

Project Number: 02 05 2001 2023

1" = 1'-0"

2' - 0"

South Elevation 1 1/4" = 1'-0" Front Elevation 2 1/8" = 1'-0"

4' - 6"

Double Hung Window

2" x 10" @16" c/c Detail-Foured Concrete Exterior Wall

See manuf. installation instruction/ Detail-Foured Concrete Exterior Wall

Floor Finished(Per V.I.F. Owner)

Simpson or equiv joist 'simpson" model "sstb16" anchor bolts (see 4/s-1.2) so that the anchors are cast in place during Sheathing (Per Details) hanger pouring conc. EQ for foundation walls.

5. All hardware in contract w/ pressure treated (p.t.) lumber to be galvanized is not notto Ballistersiftohardware be spaced so See manuf. installation instruction/3 12" Max passage of a 4" dia (typ)drain tile to sump galvanized , place a preservative-treated berried between p.t. lumber & allow hardware. 4"sphere Perimeter pump. Projection

"Simpson" Typ. Footing Constr.@ Window Well framing plate model "lTP4" @ 24" o.c. 2" x (10" c/cattach rim board to top > to Cont. conc. footing as @16" dimensioned)

Second Floor Plan joints slope towards drain tied to storm water 11'Roof - 6" Plan management system. a= Diameter of29' throat - 6"

First Floor Plan Third2'Floor - 6" Plan 20' - 6" First Floor Plan 2' - 6" "Simpson" framing plate model "lTP4" @ 24" o.c.

Double Hung Window

Foundation wall key

applicable codes. profile

4' Concrete slab w/ perimeter expansion joints slope towards drain tied to storm water management system.

2" x 10" @16" c/c

3' - 0"

Legend 2" x 10" @16" c/c

2" x 10" @16" c/c

3' - 0"

3' - 0" 5' - 0"

3 4" Clean free dawning stone at least 12" in width around all sides of well filled to depth of foundation footing

1'-6"

(3) 2"x4" or 62 post

4' - 6"

6' - 6" Exterior Door

Double Hung Window

2" x 10" @16" c/c

Second Floor Plan 11'Roof - 6" Plan 29' - 6" Second Floor Plan 11' - 6"

Stucco W Wire

2" x 10" @16" c/c

4' - 6" 4' - 6"

2" x 10" @16" c/c

3' - 0" 3' - 0"

42" A.F.D WD Railing

Third Floor Plan 20' - 6" Pilot House 38' - 0"

2" x 10" @16" c/c

v.i.f. 44" max.

flashing. 2" x 10" @16" c/c inter trim package by owner.

Third Floor Plan 20' - 6" Pilot House Attach all plywood sheathing to top plate w/ 8d Third Floor Plan 38' - 0" 20' - 6" common nails @ 3" o.c. at panel edges

Double Hung Window

8" Poured conc. wall 2" x 10" @16" c/c #5 bar vert. @ 2'-6" o.c. & 4 bar @3'-0" o.c. horz. bituminous water roofing applied per mfr. spec. 1 c/c 2" x 10" @16"

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

3' - 0"

"Simpson" framing plate model "lTP4" @ 24" o.c. to attach rimSee board top a-103 > for window detailtosheet

Clean free dawning stone at least 12" in

37" At Gard Rail 34" at Hand rail

Typ. Found. Wall constr. @ Window Well

2" x 10" @16" c/c

Stucco W Wire

37" At Gard Rail 34" at Hand rail

10"

29' - 6"

2" x 10" @16" c/c

4' - 6"

See detail sheet a-103 for foundation wall construction.

Aura ventilation diagram

4. Nail sheathing edges to studs@ 3" o.c. w/ nails intermediate studs, s-1.2). see interior/exterior sheathing specification on sheet s-1.1.

2" x 10" @16" c/c

Min. net clear opening width .............20"

Perm. affixed ladder w/ 12" min. width width

2" x 10" @16" c/c

Stucco W/ Wire

rungs o.c. (max.) 18" o.c. (max.) vertically AuraRoof ventilation Plan diagram

2" x 10" @16" c/c

Roof Plan 29' - 6"

4" Perimeter drain tile to sump pump. see plans for location.

5' - 0"

Stucco W Wire

see elevation for window size

Detail-Foured Concrete Exterior Wall 1- Min. net clear opening....................5.7 s.f. 1" = 1'-0" Roof Plan Stucco W/ Wire Min. net clear opening height............24" 29' - 6"

All top rail shall have a perimeter Details Dimension of 4" min 1 Typ. Footing Constr.@ Window Well well astoabove window not exceed& 6 below 4 " w/ largest cross-section not exceed 2 14" Cont. conc. footing ( as dimensioned) Handrail gripping surface shall be W/ 93) # s cont. re-bar & #4 re-bar at Continuous, without interruption bt2'-0" newel posts, or 1'-6" nail at 6" structural o.c. w/ 8d nailsorsee ( 2/ other elements obstructions

Address: 1125 MASON AVENUE DREXEL HILL, PA 19026

2" x 10" @16" c/c

Sill height....... not more than 44" a.f.f.

3 2" Max 3. Sheathing must be installed & fastened in all areas above doors,as Projection openings.

2" x 10" @16" c/c

Henry Building Services, LLC

4' Concrete slab w/ perimeter expansion joints slopecap towards drain tied to storm water Stone adhered w/masonry management adhesive system.

Egress windows shall have:

1 21" min

Typ. Handrail/ width around all sides of well filled to depth of foundation footing Gardrail Const. 2X Cont. Cleat 2. Install sheathing coil straps on the interior side of the studs @interior Required along all open-sided Foundation wall key floor area and stairways Floor sheathing Per braced walls. (see framing plans for locations).

42" A.F.D WD Railing

flashing. inter trim package by owner.

v.i.f. 44" max.

Pilot House 38' - 0"

W/ 93)attached # s cont.to re-bar & #4 re-bar at set on angles 2'-0" foundation sloped sill w/ drip edge

House 38' - 0"

37" At Gard Rail 34" at Hand rail

1'-6" Pilot

Email: tranbar@msn.com Phone: 267.271.7766

MIN. Stair Tread Typ. Found. Wall constr. @ Window Well =9" (PA UCC) MAX. 30° Install "simpson" model model 7. See 5. All hardware in contract w/ pressure treated (p.t.) lumber to be galvanized if hardware is not detail sheet a-103 for "hdu4-sds2.5" hold-downs to 1st floor studs at same locations of "simpson" 8" Poured conc. wall 7 Angle from 5 1.foundation On all (3) floor, install " o.s.b. sheathing & coil straps to the exterior side of entire front & rear walls (see 2. Side carriages may be hug from header or attached to wall wall construction. "sstb" anchors. connect16hold-down to "sstb" anchors w/ 8' dia. extension rod & "cnw' coupler (see 4/s-1.20 galvanized , place a preservative-treated berried between p.t. lumber & hardware. #5 bar vert. @ 2'-6" o.c. & 4 bar Vertical framing. 3 4" Locate floor header to intersect framing plans for locations). install "simpson" model cs14. coil straps 3" (see3/s-1.2) in order to connect @3'-0"studs o.c. horz. 3. Contractor may opt to install box Stair. bottom of carriages bituminous Typ. Footing Constr.@ Window Well of one floor level to the studs of the floor above or below. the coil strap is to extend 12" min. below to platewater roofing With approval of owner. g.c. to verify all heights in field before applied per mfr. spec. EQ Cont. conc. footing ( as dimensioned) ordering box stairs or constructing stair. all stair to comply w/ Typical Stair Noising See detail sheet a-103 floor for window & 12" min. above sheathing. Removab;e protective mental grate 6. In order to anchor braced wall panels to foundation wall install

Pilot House 38' - 0"

Floor finish (Per Owner)

Perm. affixed ladder w/ 12" min. width width Notes: 6. In order to anchor braced wall panels to foundation wall install (Per (Details) 4. Nail sheathing edges to studs@ 3" o.c. w/ nails intermediate studs, nail at 6" o.c. w/ 8dsheathing nails see 2/ rungs o.c. (max.) 18" o.c. (max.) vertically 3 anchor bolts (see 4/s-1.2) so that the anchors are cast in place during s-1.2). interior/exterior sheathing specification on sheet s-1.1. = 7 see 4" (IBC 2009) =8 1. MAX. Stair Raiser Basement Slab Construction 1 TO LANDING pouring conc. for foundation walls. " (PA UCC) = 4 Min. net clear opening width .............20"

See framing plans for lintel Foundation wall key

Stucco W Wire

openings.

10"

Min. net clear opening....................5.7 s.f.

Email: tranbar@msn.com Phone: 267.271.7766

Sill height....... not more than 44" a.f.f.

Henry Building Services, LLC

see elevation for window size

See detail sheet a-x for foundation floor construction.

v.i.f. 44" max.

See detail sheet a-103 for window flashing. inter trim package by owner.

@3'-0" o.c. horz. bituminous water roofing applied per mfr. spec.

Cont. conc. footing ( as dimensioned) W/ 93) # s cont. re-bar & #4 re-bar at 2'-0"

Hold Down 4' ConcreteDetail-Foundation slab w/ perimeter expansion joints9slope towards drain tied to storm water Scale: N.T.S. management system. 4" Perimeter drain tile to sump pump. see plans for location.

Architectural Portfolio Academic Works

Academic Works

NEXUS DESIGN CENTER

10 Role:

Nexus Design Center Philadelphia, PA

II Architect

Description: The nexus design center was design as a collaborative design studio project in the center city at 11 and chestnut with architecture, sustainable and interior design students. This building was design Introduction for Thomas university students, Thethe objective of Jefferson nexus design center is to inspireproa fessors, and delegates for collaboration studios, collaborative environment, where ideas may flow, research meeting presentations and where the outside and will interact with thegalleries inside, where nothing will be wasted, andis everything is valued. event space. This building design with WELL building standards. GUIDING PRINCIPE LS Experience- To create a welcoming vibrant spaces while having a co-relation with the interior and exterior spaces that will evoke inspiration and nurture collaboration. Culture- Creating a space where people can share ideas, belief, knowledge and culture. Systems- To create a building which focuses on reWELL building source efficiencystandards while achieving interrelation between Sevenand Concepts for Healthier building form function. Performance- WELL Platinum + Resource Efficiency (Water, Energy, Materials)

3d Diagram

View from the 1st floor Exhibition Space View from the 1st floor Exhibition Space

View from the 1st floor Stair

EUI of this Nexus design center

Exploded Axon

Study & Form

Academic Works

11 Location

Agro-Livestock Research Center II Marfa, TX

Description: Black Hills Ranch, a 12,000-acre ranch, will be the newest acquisition of Sul Ross University commitment to education. The ranch lies 28 miles south of Marfa, Texas in Presidio County. The acquisition comes at a time for Sul Ross University commitment to building a more sustainable future. The University’s Department of Agricultural and Natural Resources Sciences Department (ANRS) efforts in sustainability has led the Department to seek a working ranch with the mission of addressing the Agro-livestock industry’s shortsighted work practices. Efforts in ranching and farming will address water consumption and how to best maximize a limited resource.

Existing Water Cycle Diagram Site Location

Proposed Water Cycle Diagram

Bio-climatic Approach

Existing Site Problem

Required footprint

The site has many small cluster of hills that result in formation of creek during rainy weather & high evaporation rate which result to dry steams.

The building location was selected on top of creek to solve the problem of the site.

The building volume pushed down to earth to prevent from extreme hot climate. The

Structural Move

Water Capture

Site Response

The Building column response to heavy roof spanning over large surface and transfer load uniformly to the ground.

The roof collects water and transfer excess water to cistern below for reuse.

The roof collects water and transfer excess water to cistern below for reuse. The green roof bridge the building and connect to the existing hill with similar contextual Vegetation.

From the basic site analysis and precedents, schematic design was developed to align with site requirements and programs. Various component of buildings were introduced to address the problem on site such as louvres, light wells, earth shelter and marshlands. Also the building was fully sustained with on site energy harvest using all natural resources like geothermal, solar and water collection and reuse.

Mechinical Unit

3 4

Concepts

23 24 25

10 6

14 16

29 30 33 34

ASSEMBLY 24 DETAIL 01 1/2” 25 = 1’-0”

SCALE

1. Parapet Clipping Sheet metal clip 14Metal6Clipping 15 12 2. Sheet 13 10 3. Bitumen16Waterproofing 4. 2-poly 5. Clamping Bar 6. Rigid Foam Insulation 7. Loose Gravel 8. Planting 9. Substrate 10. Filter Fleece 11. Drainage layer 12. Extruded Polystyrene 13. XPS Board 14. Water proofing 15. Concrete wall slab 16. Waffle Slab 17. Timber board 18. Metal L-Clamp 19. Perforated Metal Panel 20. Hollow steel square Section 21. Concrete wall ( 4 inch) 22. Rigid insulation ( 2 Inch) 23. Steel studs ( 3 Inch) 24. Gypsum Board 25. Interior finish

Underfloor HVAC System 26. Concrete column 27. Metal hock/ Bolts 28. Clipping support 29. Steel studs support 30. Sealant Return Duct 31. Dip Cut 32. Drip Clip 33. Aluminum Curtain Mullion Section 34. Double Layer Curtain Glazing system 35. Joint Cut with weather Proofing ( with sealant) 36. Grill 37. Flex Duct 38. Supply Duct 39. Duck hanger Bracket 40. Floor Finish 41. Steel Deck 42. Pedestal 43. Concrete Floor 44. Viper Barrier 45. Rigid Insulation 46. Concrete foundation Wall 47. Top Soil 48. Planting 49. Crushed Stone

Entry Level

25' - 0" Sefaira Initial Daylight Analysis

30 33

Firstly, the building was analyzed with full glazing system. The result was extreme with huge amount of glare and heat gain.

33 34

Underfloor HVAC Layout

Roof Detail 0”

3”

1’-0”

6”

1”

54 51

53 52

Groung Level 15' - 0" 43

SEMBLY DETAIL 02

ALE 1/2” = 1’-0”

45 44

ASSEMBLY DETAILExisting 03 @ LOUVER Site Problem 41

SCALE 3/4” = 1’-0”

Ronaldo de Luna

The building location was selected on top of creek to solve the problem of the site.

Sefaira Final Daylight Analysis

42 50. Metal Louver Perforated 51.Hollow Square section 52.Levelling Mortar 53. C- Section bracket 54.Steel Screw fixings with sleeves on side to allow movement 55. L- Section bracket 56. Structural concrete wall

The use of louver facade in front of curtain wall reduced the amount of glare significantly. The louver shades most of the southern heat and prevent heat gain inside the building by reflecting it off the louver surface. The lighting problem at the core of the buildStructural Move Water Capture usewater of light wells that The Building column response to ing was resolved The by roofthe collects and transfer heavy roof spanning over large surexcess water to cistern below for reto the underground floor and face and transfer load uniformly to goes deep down use. the ground. illuminate floor surfaces. UG Level

Ashesh Sapkota

e: Meshkath Mohammad Hossain

Required footprint

The site has many small cluster of hills that result in formation of creek during rainy weather & high evaporation rate which result to dry steams.

Design 8 | Fall 2018 | Jefferson CABE

0' - 0"

Floor Detail 0”

3”

1”

1’-0”

6”

View from the courtyard

First Floor Plan

Underground Floor Plan

Bio-climatic Approach The building volume pushed down to earth to prevent from extreme hot climate. The

Site Response The roof collects water and transfer excess water to cistern below for reuse. The green roof bridge the building and connect to the existing hill with similar contextual Vegetation.

Green Roof

Louver Facade

Waffle Slab Supply Duct

Public & Private space Green Roof 1 7

23 24 25

10 6

14 16

29 30 Underfloor HVAC System 33 23 26 ASSEMBLY 24 DETAIL 34 25 SCALE 1/2” = 1’-0” Return Duct 29

on Section azing system 33 ( with roofing

0”

3”

6”

54 51

53 52

12 17

18 19

Entry Level

SeeFirstly, Detail 01 the

12 17 18

EntryDETAIL Level ASSEMBLY 03 @ LOUVER

25' 40 - 0" SCALE 3/4” =25' 1’-0” - 0" Sefaira 39Initial 41Daylight Analysis

Underfloor HVAC Layout

42 50. Metal Louver Perforated 51.Hollow Square section 52.Levelling Mortar

building was analyzed with full glaz-

Axon

Public & Private space

Axon

Earth Shelter

Axon

19 27

Longitudinal section

Firstly, the building was analyzed with full glazing system. The result was extreme with huge amount of glare and heat gain.

1 3

1’-0”

Waffle Slab

Sefaira Initial Daylight Analysis

Roof Detail 1”

all

Earth Shelter

Entry Level 25' - 0"

34 40

Louver Facade

Underfloor HVAC System 1. Parapet Clipping Sheet metal clip 26. Concrete column 14Metal6Clipping 27. Metal hock/ Bolts 2. Sheet 15 12 13 10 28. Clipping support 3. Bitumen16Waterproofing 29. Steel studs support 4. 2-poly 30. Sealant 5. Clamping Bar Return Duct 31. Dip Cut 6. Rigid Foam Insulation 32. Drip Clip 7. Loose Gravel 33. Aluminum Curtain Mullion Section 8. Planting 34. Double Layer Curtain Glazing system 9. Substrate 35. Joint Cut with weather Proofing ( with 10. Filter Fleece sealant) 11. Drainage layer 36. Grill 12. Extruded SupplyPolystyrene Duct 37. Flex Duct 13. XPS Board 38. Supply 14. Water proofing Mechinical Unit Duct 39. Duck hanger Bracket 15. Concrete wall slab 40. Floor Finish 16. Waffle Slab 41. Steel Deck 17. Timber board 42. Pedestal 18. Metal L-Clamp 43. Concrete Floor 19. Perforated Metal Panel 44. Viper Barrier 20. Hollow steel square Section 45. Rigid Insulation 21. Concrete wall ( 4 inch) 22. Rigid insulation ( 2 Inch) 46. Concrete foundation Wall 47. Top Soil 23. Steel studs ( 3 Inch) 24. Gypsum Board 48. Planting 49. Crushed Stone 25. Interior finish

Underfloor HVAC Layout

Mechinical Unit

1 7

3 4

10 6

14 16

Axon

Mechinical Unit

Supply Duct

1. Parapet Clipping Sheet metal clip 14Metal6Clipping 15 12 2. Sheet 13 10 3. Bitumen16Waterproofing Level 4.Groung 2-poly 5. Clamping Bar15' - 0" 6. Rigid Foam Insulation 7. Loose Gravel 8. Planting 9. Substrate 10. Filter Fleece 11. Drainage layer 12. Extruded Polystyrene

Sefaira Final Daylight Analysis

Underfloor HVAC Layout

WALL SECTION DETAILS 1 3 2 1 3

12 17

18 12 17

See Louver Detail 03

Entry Level 25' - 0"

See Louver Detail 03 3

See Detail 01

Entry Level 25' - 0"

2012 17

18 27

19 21

2220

See Detail 01 21

7 8 7

Groung Level 15' - 0"

1 7

49 35

12 11 10

11 13

10 13

SCALE 3/16” = 1’-0”

PICAL SECTION picalWALL Section Detail

ALE 3/16” = 1’-0”

5 14 7 13

44 46

Roof Detail Roof Detail 0”

3”

1’-0”

6”

1”

0”

3”

1’-0”

53 52

6”

1”

44 46

Fir in

54 51

53 52

See Detail 02 33

UG Level 0' - 0"

See Detail 02

1. Green Roof 7. Underfloor HVAC System 2. Waffle Slab 8. Raised floor 3.Perforated Metal Panel 9.Light Shelves insulat- 10.Retaining Wall Anchor 1. Green Roof4. Non-load bearing 7. Underfloor HVAC System 11.Concrete Retaining Wall 2. Waffle Slabed Concrete wall8. Raised floor 5.Curtain Wall glazing 12. White paint 3.Perforated Metal Panel 9.Light Shelves 6. Curtain wall windows 13.Plant 4. Non-load bearing insulat10.Retaining Wall Anchor ed Concrete wall 11.Concrete Retaining Wall 5.Curtain Wall glazing 12. White paint 6. Curtain wall windows 13.Plant

UG Level 0' - 0"

TYPICAL WALL SECTION Typical Section Detail

10 6

Unde 1. Parapet Clipping Sheet metal clip 26. Concrete column 7 14Metal6Clipping 159 27. Metal hock/ Bolts 15 11 12 82 49 12 11 12 2. Sheet 13 86 10 10 10 10 28. Clipping support 3. Bitumen16Waterproofing 16 17 6 Underfloor HVAC 29. Steel studs support 4. 2-poly 5 26. Concrete column 1. Parapet Clipping Sheet metal clip 18 30. Sealant 5. Clamping Bar 7 14 27. Metal hock/ Bolts Metal6Clipping 15 9 11 12 2. Sheet 13 8 31. Dip Cut 6. Rigid Foam Insulation28. Clipping support 10 10 3. Bitumen16Waterproofing 7. Loose Gravel 32.support Drip Clip 4. 2-poly 29. Steel studs 19 8. Planting 5. Clamping Bar 30. Sealant 33. Aluminum Curtain Mullion Section Retu Substrate 6. Rigid Foam9.Insulation 31. Dip Cut 34. Double Layer Curtain Glazing syste 35. Joint Cut with weather Proofing (w 10. Filter Fleece 7. Loose Gravel 32. Drip Clip 20 8. Planting 11. Drainage layer 33. Aluminumsealant) Curtain Mullion Section 36. Grill 9. Substrate 12. Extruded Polystyrene 34. Double Layer Curtain Glazing system Duct Proofing ( with 13. XPS Board 10. Filter Fleece 35. Joint Cut 37. withFlex weather 38. Supply Duct 14. Water proofing 11. Drainage layer sealant) 27 39. Duck hanger Bracket 15. Concrete wall slab 36. Grill 12. Extruded Polystyrene 23 26 13. XPS Board16. Waffle Slab 37. Flex Duct40. Floor Finish 24 41. Steel Deck 17. Timber board 14. Water proofing 38. Supply Duct 25 42. Pedestal 18. Metal L-Clamp 15. Concrete wall slab 39. Duck hanger Bracket 21 23 43. Concrete Floor 19. Perforated Metal Panel 29 16. Waffle Slab 40. Floor Finish 26 20. Hollow steel square41. Section 22 24 17. Timber board Steel Deck44. Viper Barrier 30 25 21. Concrete wall ( 4 inch) 18. Metal L-Clamp 42. Pedestal 45. Rigid Insulation Concrete foundation Wall RigidPanel insulation ( 2 Inch) 33 19. Perforated22. Metal 43. Concrete46. Floor 29 23 47. Top Soil 23. square Steel studs ( 3 Inch) 44. Viper Barrier 20. Hollow steel Section 26 30 48. Planting 24. Gypsum Board ASSEMBLY 45. Rigid Insulation 24 DETAIL 0121. Concrete wall ( 4 inch) 34 49. CrushedWall Stone 25. Interior finish 25 22. Rigid insulation ( 2 Inch) 46. Concrete foundation 33 SCALE 1/2” = 1’-0” 23 23. Steel studs ( 3 Inch) 47. Top Soil 26 28 29 24. Gypsum Board 48. Planting ASSEMBLY 24 DETAIL 01 34 25. Interior finish 49. Crushed Stone 30 SCALE 1/2” 25 = 1’-0” 32 6

28 31

3547 49 44 46

44 46

ASSEMBLY DETAIL 03 @ LOUVER SCALE 3/4” = 1’-0” 41 42

ASSEMBLY DETAIL @ LOUVER 50. Metal Louver 03 Perforated

51.Hollow 40 SCALE 3/4” = 1’-0”Square section 41 52.Levelling Mortar 42 53. CSection bracket 50. Metal Louver Perforated 54.Steel Screw fixings with sleeves on side to allow movement 51.Hollow Square section 55. L- Section bracket 52.Levelling Mortar Structural concrete wall 53. C- Section56. bracket

54.Steel Screw fixings with sleeves on side to allow movement 55. L- Section bracket 56. Structural concrete wall

ASSEMBLY DETAIL 02 SCALE 1/2” = 1’-0”

ASSEMBLY DETAIL 02

45 44 Ashesh Sapkota SCALE 1/2” = 1’-0” Students Name: Meshkath Mohammad Hossain

Ronaldo de Luna Ashesh Sapkota Students Name: Meshkath Mohammad Hossain Ronaldo de Luna

45 44

T in go 2

Design 8 | Fall 2018 | Jefferson CABE Design 8 | Fall 2018 | Jefferson CABE

The re lo pre

Academic Works

United Housing (Unity Complex)

Location

II Dhaka, Bangladesh

Description: The site was the biggest factor that inspired our concept. The lack of care towards the environment led us to question,“What makes us care so little about our surrounding?” We realized it was the absence of “Sense of Belonging” and identity in living spaces. So the housing complex was designed with one goal only, to give identifiable individual homes rather than just putting up apartments.

Site Elevation

Thank You Meshkath@ymail.com Phone 267 271 7766 Email: meshkath@ymail.com