2030 Outreach Action Uptown Proposal by Eugene Wong

2030 Outreach: ACTION UPTOWN PROPOSAL

2030 OUTREACH UDBS/IOP for ACTION Housing Sage Altenhofen Christina Chen

Donald Chow

Yeonghee Jung

Eugene Wong

ACTION

UPTOWN

PROPOSAL UDBS/IOP 2012

INDEX Index :

IN1.00

Governing Use Stipulations

Projective Narrative :

PN1.00 PN1.01

Introduction/Decision Making Introduction/Decision Making

Project Scope :

PS1.00 PS1.01 PS1.02 PS1.03 PS2.00 PS2.01 PS2.02 PS2.03 PS3.00 PS3.01 PS3.02 PS3.03 PS4.00 PS4.01 PS5.00 PS5.01 PS6.00 PS6.01 PS7.00 PS7.01 PS7.02 PS7.03 PS8.00 PS8.01 PS9.00 PS9.01 PS10.00 PS10.01

Broad Demographic Characteristics/Data Broad Demographic Characteristics/Data Broad Demographic Characteristics/Data Broad Demographic Characteristics/Data Environmental Data Environmental Data Environmental Data Environmental Data Location Location Location Location Land Use and Zoning Requirements Land Use and Zoning Requirements Site Utilization Site Utilization Land Use/Site Utilization Deviation Land Use/Site Utilization Deviation Condition Condition Condition Condition Materials and Construction Materials and Construction Systems Systems Typology Case Study and Precedent Typology Case Study and Precedent

Code Analysis :

CA1.00 CA1.01 CA1.02 CA1.03 CA1.04 CA1.05

Building/Adaptive Transformation Building/Adaptive Transformation Building/Adaptive Transformation Building/Adaptive Transformation Permit Process Grey Water System

Site Context :

SC1.00 SC1.01 SC1.02 SC1.03

General Site Modification Strategies General Site Modification Strategies Scalar Representations of Specific Elements Scalar Representations of Specific Elements

Selective Demolition :

SD1.00 SD1.01

Diagrams/Specifications Associative Diagrams Diagrams/Specifications Associative Diagrams

Adapt. Transform :

AT1.00 AT1.01 AT1.02

Exterior Pictorial / Perspective : Northeast Corner Exterior Pictorial / Perspective : Northeast Corner Exterior Pictorial / Perspective : Northwest Corner

ACTION UPTOWN: 2030 OUTREACH

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Adapt. Transform :

AT1.03 AT1.04 AT1.05 AT1.06 AT1.07 AT1.08 AT1.09 AT1.10 AT1.11 AT1.12 AT1.13 AT1.14 AT1.15 AT2.00 AT2.01 AT2.02 AT2.03 AT3.01 AT3.02 AT3.03 AT3.04 AT3.05

Plans : Basement Plans : 1st Floor Plans : 2nd Floor Plans : 3rd Floor Plans : Roof Deck Exterior Pictorial / Perspective : Southeast Corner Exterior Pictorial / Perspective : Southeast Corner Exterior Pictorial / Perspective : Night Time Exterior Pictorial / Perspective : Night Time Interior Pictorial / Perspective : 1st floor Interior Pictorial / Perspective : 1st floor Interior Pictorial / Perspective : 2nd floor Interior Pictorial / Perspective : 2nd floor Section Perspective Section Perspective Section Perspective Section Perspective Assembly Details, Format and Type Intervention Specific Assembly Details, Format and Type Intervention Specific Assembly Details, Format and Type Intervention Specific Assembly Details, Format and Type Intervention Specific Assembly Details, Format and Type Intervention Specific

Assembly Sequence :

AS1.00 AS1.01 AS1.02 AS1.03 AS1.04 AS1.05

Pictorial Depiction of Staged Implementation/Critical Pairings Pictorial Depiction of Staged Implementation/Critical Pairings Pictorial Depiction of Staged Implementation/Critical Pairings Pictorial Depiction of Staged Implementation/Critical Pairings Pictorial Depiction of Staged Implementation/Critical Pairings Pictorial Depiction of Staged Implementation/Critical Pairings

Specifications :

SP1.00 SP1.01 SP1.02 SP1.03 SP1.04 SP1.05

CSI Designated Material Annotation Legend CSI Designated Material Annotation Legend CSI Designated Material Annotation Legend CSI Designated Material Annotation Legend CSI Designated Material Annotation Legend CSI Designated Material Annotation Legend

Implementation Documentation :

IMP1.00 IMP1.01 IMP1.02 IMP1.03 IMP2.00 IMP2.01 IMP2.02 IMP2.03 IMP3.00 IMP3.01 IMP4.00 IMP4.01

Logistics Logistics Logistics Logistics Critical Path Analysis Critical Path Analysis Critical Path Analysis Critical Path Analysis Hard Cost Analysis Hard Cost Analysis Soft Cost Analysis Soft Cost Analysis

INDEX: GOVERNING USE STIPULATIONS

IN1.00

2030 Outreach proposes to create a residence that will promote the growth of a thriving community within the Uptown neighborhood. The propertyâ&#x20AC;&#x2122;s location along Forbes Avenue is ideal for easy accessibility within the immediate area. Since Forbes claims a high rate of traffic for the commuters of Pittsburgh, visibility is key for establishing a strong sense of awareness in Uptown as members of the city travel through the area. This will ultimately contribute towards the goal of redeveloping this new self-sustainable community. The residence of 2030 will support a single growing family, consisting of young professionals and their child. The parents, coming from the immediate Pittsburgh area, may be interested in moving to Uptown for its close proximity to Downtown, where they work. In addition to their separate lives of work and family, the residents will be interested in interacting with other members of their community. The project proposalâ&#x20AC;&#x2122;s new design for the building allows for the family to engage its community. Through the implementation of a large, open flex space on the main level of the building, the family will be able to host bi-monthly events for the neighborhood. The possibilities of events can range from a variety of things, such as community gatherings, pot lucks, or workshops. There is no single specification for the space, allowing for private use by the family when it is not being shared with the community. Affordability is a striving goal for the scope of this project. Taking into consideration that the growing family supports itself through the median income rate of Pittsburgh, the new design for the residence must be based on cost-efficiency. This entails retaining much of the existing features of the house, minimizing mechanical systems, and supporting easy maintenance for the building. The combination of these factors allows for a readily available and desirable residence in Uptown. This residence will ultimately serve as a foundation for the growth of an interactive community within this neighborhood.

PN1.00

PROJECT NARRATIVE: INTRODUCTION/DECISION MAKING

ACTION UPTOWN: 2030 OUTREACH

PROJECT NARRATIVE: INTRODUCTION/DECISION MAKING

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PN1.01

statistics (Source: U.S. Census Bureau, 2010 Census)

This population estimate includes portions of several neighborhoods including the bluff

60%

*4,020

40%

*2,580

Total population *6,600

Male Female *Estimate

65 & over

AGE (years)

50 - 64

Most of Uptownâ&#x20AC;&#x2122;s population is between the ages of 20 to 24, though this data might be skewed due to the inclusion of the Allegheny County Jail and Duquesne University in the area

35 - 49 # of People

25 - 34 20 - 24 0

500 1000 1500 2000 2500

1.2% 73.2% 2.1% 2

PS1.00

PROJECT SCOPE: BROAD DEMOGRAPHIC CHARACTERISTICS/DATA

Correctional Institutions

College Dorms

Group Homes

ACTION UPTOWN: 2030 OUTREACH

17%

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Manufacturing & Construction Sector

16%

Financial & Administration Service

12% 49%

Wholesale & Retail Services Education & Health & Social Services Arts, Entertainment Recreation

3 $37,161* $12,200*

City of Pittsburgh Uptown

35* 4

30%

2.2*

70% 5

Education, health and social services play a vital role in Uptown by providing employment opportunities in the area Based on this information, this places a target on young professionals in these fields, along with the arts, entertainment and recreation services, financial and administrative industries

The average number of inhabitants per household is only 2.2, which maybe a result to the large population of youths PROJECT SCOPE: BROAD DEMOGRAPHIC CHARACTERISTICS/DATA

PS1.01

$51K

$110K

(in $ thousands Estimates)

$110K

$117K $120K $79K

$76K

2030 Forbes

$54K

Recently Sold Nearby properties

$42K

$63K

$55K

$69K $66K

$58K $49K

$66K

$66K $54K

$82K

$54K

$773

$800 $700

$50K

$70K $88K

$600 $500 $400 $300

$43K

$251

$200 $100 $0

Median home value in the Bluff area is approximately 66.6% less than the Pittsburgh average while the median rental rates is around 67.5% less

Bluff(uptown)

Pittsburgh

Total

388* (in housing units)

The Neighborhood is estimated to contain a total of 388 housing units, with only 282 of these units occupied There are more houses under rent than there are owned, with 185 rented units exceeding the 97 owned properties

PS1.02

PROJECT SCOPE: BROAD DEMOGRAPHIC CHARACTERISTICS/DATA

106*

51*

ACTION UPTOWN: 2030 OUTREACH

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Of the 106 vacant housing units, 51 units are for rent while 2 units are for sale in the current property market

Family with 1 to 2 children (ages 6-12)

City of Pittsburgh Median Household income 2007 - 2011 US Census

Educated Young Professionals

With low home ownerships and an abundance of vacant lots in the area, 2030 outreach aims to increase home ownership by providing an affordable home for a young household from the city of pittsburgh.the convenience of Downtownâ&#x20AC;&#x2122;s proximity for young working professionals as well as the appeal of potential rising home value through recent developments makes Uptown an attractive location for a new home

PROJECT SCOPE: BROAD DEMOGRAPHIC CHARACTERISTICS/DATA

PS1.03

Pittsburgh Climate Analysis Environmental Considerations

Pittsburgh Heating and Cooling

Average Temperature

Temperature (°F)

HDD

CDD

January

1206

February

1016

March

794

April

462

May

214

June

123

July

227

August

184

September

100

October

400

November

681

December

1039

Annual

5968

645

50 40

Average Temperature

The physical environment of Uptown can be analyzed from the climatic data of Pittsburgh. The average monthly temperatures for the city have distinct ranges from its winter to summer seasons. July and August see the highest temperatures, averaging around 70-72°F, but can rise up to an average of 82.6°F. Contrastingly, coldest months are January and February, when temperatures dip down to an average of 26-28°F. Average temperatures can get as cold as 18.5°F. Due to its cooler nature, we can begin to consider ways in which heating is an important priority to the residence we are designing.

PS2.00

PROJECT SCOPE: ENVIRONMENTAL DATA

HDDHDD = CDDCDD =

= HEATINGDEGREE DEGREEDAY DAY HEATING = COOLINGDEGREE DEGREEDAY DAY COOLING

Evidence of Pittsburgh being a predominantly heating climate can also be seen through its yearly amounts of heating degree days. Heating degree days are calculated by taking the difference between a base of 65°F and the daily average temperature. If the average temperature in a day is 30°F, for example, the heating degree day amount for that day is 35. Pittsburgh has an annual average of 5968 heating degree days, the majority occurring during the months of December, January, and February. It is during these months when heating is especially essential to the residence.

ACTION UPTOWN: 2030 OUTREACH

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Cooling degree days are calculated by looking at the amount average temperatures rise above that 65째F base. An average of 654 annual cooling degree days occurs in Pittsburgh. These are seen primarily in June, July, and August, so cooling systems during these months are necessary for comfort. Pittsburgh also remains highly shaded with minimal clear days and a majority of overcast days. This works against heating systems during cold months. Warmer months, when temperatures and relative humidity are higher, value elements that promote cooling. These include wind and shade as primary assets.

January

February

March

April

May

June

July

August

September

October

November

December

59 Clear Days

103

203

Slightly Cloudy Days

Overcast Days

PROJECT SCOPE: ENVIRONMENTAL DATA

PS2.01

Average Relative Humidity 80 70 60 50 40 30 20 10 0

Average Relative Humidity

Winter Wind Summer Wind

PS2.02

PROJECT SCOPE: ENVIRONMENTAL DATA

Because Pittsburgh has a predominantly cooler climate, additional climatic elements begin to play important roles in establishing proper levels of comfort. Overall, wind speeds are reasonable in Pittsburgh, ranging from an average of 6.8-10.6 miles per hour. However, the strongest winds occur during the coldest months, which can prove to be problematic in maintaining warmth. Thus, wind becomes a liability during the winter season. The unit is protected by the two neighboring units to the east and west, which helps block incoming wind along those two facades. Strongest winds come from the west and southwest. Therefore, it will be important to protect the open southern section of the lot. Relative humidity in Pittsburgh runs slightly higher than the ASHRAE standard of comfort of 40-60%. February and September see the highest relative humidity levels at 71%. Despite this slightly higher percentage, humidity levels are still considered relatively comfortable. For maximum comfort, good ventilation would be necessary throughout the building.

ACTION UPTOWN: 2030 OUTREACH

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Drainage Pattern

Precipitation Precipitation

Snowfall

11.7 9.2

2.5

2.4

8.7

3.4

8.2

3.1

3.8

3.5

3.6

3.7

0.1

0.05 0.05 0.05 0.05 0.4

1.7

3.2

2.4

2.9

Pittsburgh has an annual average of 36.9 inches of precipitation, with its wettest months being May, June, and July. This is a manageable amount of precipitation. The block in which our unit is located slants at an approximately 4.15째 slope down from west to east. Surrounding ground for the unit is relatively level, so the unit should not experience problems with drainage or flooding. Summer months in which drainage may be a problem could be resolved with the help of the green space we will introduce to the back lot. This, combined with the utilization of greywater will allow for proper drainage and economical irrigation of plants. The city also experiences a fair amount of snowfall, with an average of 43.5 inches in a year. Pittsburgh can get up to 11.7 inches of snow, occurring in January. December, February, and March experience higher levels of snowfall as well.

PROJECT SCOPE: ENVIRONMENTAL DATA

PS2.03

71abcd 61abcd

LNC

2030 Forbes Avenue / 2031 Tustin Street Public 65 PA 15219 Pittsburgh, Inbound Outbound Transportation Zoning Site Context

eighborhood Buisnesses

Social Services Buildings

72.4% of Bluff Employed Residents work in educational, health, and social services Upper Hill Polish Hill

Central Business District

Crawford Roberts

Middle Hill

Terrace Village

West Oakland

Bluff South Oakland South Shore South Side Flats

Major Roads University Hospital

PS3.00

PROJECT SCOPE: LOCATION

61abcd, 67, 69, 71abcd

ACTION UPTOWN: 2030 OUTREACH

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71abcd 61abcd

61abcd, 67, 69, 71abcd

71abcd

Inbound

Public Outbound Transportation 61abcd

65 65

Inbound

Public Outbound Transportation

Social Services Buildings

PROJECT SCOPE: LOCATION

PS3.01

Forbes Avenue

7’-6”

10’-3”

4’-6”

31’-10”

4’

6’-8”

19’-3”

23’-1”

7’

26’

18’ 26’

4’

23’

Forbes Avenue 2’-8” 4”

56’-4”

PS3.02

PROJECT SCOPE: LOCATION

ACTION UPTOWN: 2030 OUTREACH

es rb Fo

PROJECT SCOPE: LOCATION

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en Av

PS3.03

City of Pittsburgh, Pennsylvania Code of Ordinances Site Development Standards Residential 1 unit Attached - High density

SINGLE UNIT ATTACHED RESIDENTIAL 903.02. The building may be attached to one or more dwelling units by a party wall or separate abutting wall that is located on its own separate lot and and in this case the building is attached to the neighboring building unit on the east side by a separate abutting wall.

PERMITTED ACCESSORY USES 912.02. In the excess lot space behind the existing structure gardens are permitted by right. Under this garden, a grey water system will be installed.

HEIGHT RESTRICTION 903.03.A.2. In a R1A districts maximum height is 40ft (maximum 3 stories). Since the existing structure is 33ft the roof deck structure may be up to 7ft. Parcel ID 0011-K-00159-0000-00

Surrounding Land Uses

North : 0011-K-00095-0000-00 RM-M South : 0011-K-00161-000A-00 East : 0011-K-00160-0000-00 West : 0011-K-00158-0000-00

H North: Residential (R1A-H) South: Play Ground(NDI) East: Residential (R1A-H) West: Residential (R1A-H)

LNC

R1A-H

NDI NDI

Zoning map of the Bluff neighborhood. Lot is indicated as black box.GI

PS4.00

PROJECT SCOPE: LAND USE AND ZONING REQUIREMENTS

R2-VH

ACTION UPTOWN: 2030 OUTREACH

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Rear Setback

Side Setback Height

Front Setback

Lot Size

Maximum buildable lot envelope and measurement definitions

Minimum Lot Size

1800 sq.ft.

Minimum Lot Size per Unit - 750

750 sq.ft.

Minimum Front Setback

15 ft

Minimum Rear Setback

15 ft

Minimum Exterior Sideyard Setback

15 ft

Minimum Interior Sideyard Setback

5 ft

Maximum Height

40 ft (not to exceed 3 stories) Pittsburgh, Pennsylvania - Code of Ordinances Chapter 903

PROJECT SCOPE: LAND USE AND ZONING REQUIREMENTS

PS4.01

Site Development Parameters Existing Conditions and Applicable Uses

LAND USE The backyard is facing south, where there is a playground across the street. However eventhough it is the only playground in the neighborhood, there are seldom any children playing in the playground nor does the playground exert an inviting atmosphere. According to Google Map street view, 2003, the backyard used to be open to the street allowing more natural lighting and ventilation. However, not only is the two neighboring lots both have 35ft tall buildings, blocking sunlight, now there is a fence built up high blocking any kind of interaction between the backyard and street as well as playground.

In order to make the residence into the gathering space of the Bluff neighborhood, it is important to make the outdoor space as well as surrounding context a safe and inviting environment. Therefore, a backyard vest pocket park will be created in this space.

A. Playground across Tustin St. B. 2003 Google Maps Street View C. 2012 Current View

C PS5.00

PROJECT SCOPE: SITE UTILIZATION

ACTION UPTOWN: 2030 OUTREACH

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VEST POCKET GARDEN Vest pocket parks, also know as mini park, is a small park accessible to the general public. They are frequently created on a single vacant lot to serve the immeadiat popultaiton. Although this park, garden space, is not meant for the general public 24/7, when the residence function as the gathering space of the Bluff neighborhood, it will become a communal space extending from the first floor living room.

Forbes A venue

PROJECT SCOPE: SITE UTILIZATION

PS5.01

Existing and New Variations Garden and Grey Water System Implementation

Forbes Av enue 1

NONCONFORMITIES 921.01. It is the general policy of the City to allow uses, structures and lots that came into existence legally in conformance with then-applicable requirements to continue to exist and be put to productive use, but to bring as many aspects of such situations into compliance with existing regulations as is reasonably possible. Yard set backs, including front, rear and side set backs, provide air ventilation and also permit access to the perimeter of buildings for emergency personnel, and provide a fire break between structures. For these reasons, structures are generally not permitted within yard set backs. However, since the existing building was built in 1910, prior to the establishment of the new zoning code for the City of Pittsburgh there are some deviations as shown on the right.

(1) Side Set Back Deviation (5’-0”) (2) Front Set Back Deviation (22’-0”)

PS6.00

PROJECT SCOPE: LAND USE/SITE UTILIZATION DEVIATION

ACTION UPTOWN: 2030 OUTREACH

Forbes Av enue

Forbes A venue

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Forbes A venue

ACCESSORY USES AND STRUCTURES

912.04. Accessory uses, including gardens, are not required to comply with the rear setback standard that applies to primary uses. The garden may be setback 2 ft from the rear lot line when the rear lot line is adjacent to a way, which is Tustin street in this case. Rear set back allows for multiple purposes such as recreation, emergency evacuation and also parking. In this case the existing building only takes up half the lot vertical length wise, where a garden space for vegetation and a gray water system to support will be implemented.

Forbes A venue PROJECT SCOPE: LAND USE/SITE UTILIZATION DEVIATION

PS6.01

Building Condition Site Context

NEIGHBORHOOD Uptown is located between Fifth Avenue and the Boulevard of the Allies, within the confines of Downtown’s business district and the residential and college district of Oakland. Its western border starts at Robert Morris University, running east to the Birmingham Bridge. Other nearby points of interest include UPMC Mercy Hospital, Chatham Center, Duquesne University, and the A.J. Palumbo Center. This area, though highly accessible to the public, is not as popular as it potentially could be. Surrounding neighborhoods support busier commercial activities, allowing the Bluff to become a more quiet residential area.

The neighborhood is a major node for public transportation. Commuting to and from the area is therefore easy and convenient. The neighborhood also has a small zoning area for commercial use. Mini marts and other small stores are present and readily available to the residents of Uptown. These elements help to make the neighborhood a self-sufficient community. EXTERIOR FAÇADE The tallest point of the building rises to a height of 33’. Its front façade measures 22’ wide by 26’ tall. The building consists of three floors and a dormer. This proposal looks to maintain the rich historical details of the building’s current façade, such as the roof trimming and window detailing. Doing so will keep its identity linked with the rest of the neighborhood by supporting its original aesthetics. The building’s structure seems well intact, as there is no visible sagging or apparent structure failure. From an external survey of the building, it looks as though a vestibule has been removed from the front door. This has left bricks discolored and broken in the front. Exterior walls are poorly insulated, which needs to be upgraded for maximum heat retention. It is also important to replace the façade windows, since they fit poorly and are outdated single-paned glass. BACK LOT The unit contains a 60’ by 26’ open lot space behind the current building. The adjacent lot to the west is open as well, allowing for southern and western sun exposure for our unit. The land lays over a fairly flat slope running from north to south. .

PS7.00

PROJECT SCOPE: CONDITION

ACTION UPTOWN: 2030 OUTREACH

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Preservation Restoration Materials

Shingle Roof

Exposed Brick Back Exterior

Wood Deck

Wood Framed Windows

Stone Window Detail

Painted Brick Front Exterior

Brick Construction

Concrete Front Steps

s be

n ve

1. 2. 3. 4.

Back Lot Deck Attached Housing Type Historic Detailing

5. 6. 7. 8.

Existing Structural Problems Material Degradation Removal of Structure Material Degradation

PROJECT SCOPE: CONDITION

PS7.01

In addition to maintaining the front façade, the building’s structure will be kept intact as well. The floor plates will be kept, including the footprint of the stairs. The project looks to keep as many walls as possible while pertaining to the new design of the interior. However, since most of the new layout utilizes open space, most of the walls will have to be removed. The building’s finishes need to be redone. Due to water damage, new drywall and plastering needs to be installed to replace the existing damages.

Replace

Insulation 2

Sever Water Damage 1

Superficial Repairs

Plaster 3

New Drywall 4

Water Damage Painting 5 6

Glazing 7

Basement Finishes 8

Existing To Keep

Exterior Brick Walls 9

Floor Plates 10

PS7.02

PROJECT SCOPE: CONDITION

Finished Walls 11

Fire Place Structure 12

Window Detailing 13

ACTION UPTOWN: 2030 OUTREACH

For bes

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Ave

Basement

First Floor Forbes Avenue

Forbes Avenue

Third Floor

Second Floor

Forbes Avenue

12 4

2 8

6 2

2 4

11 2

PROJECT SCOPE: CONDITION

PS7.03

4 5

6 7

PS8.00

PROJECT SCOPE: MATERIALS AND CONSTRUCTION

ACTION UPTOWN: 2030 OUTREACH

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Building material consists primarily of masonry, including brick veneer, concrete masonry units (CMU), and stone. The building is also comprised of complementary materials of wood framing, wood details, stone details, and asphalt shingles. Walls are constructed of wood framing with brick veneer. The building’s foundation consists of CMU and stone. The building’s front façade is brick veneer painted a bright red. Located at the back of the house is a section that seems to be built well after the construction of the main structure. The back’s wood veneer is also most likely an addition made over time. The structure is typical of a row house in the Uptown neighborhood. Though there appears to be a history of modifications and additions made to the building, most of it has remained intact and in original condition. Important features of the building include its bright red façade visible along Forbes Avenue, as well as the ornamental stone pediments above the windows. These help contribute to the character found within the surrounding houses unique to this neighborhood.

073113

Asphalt Shingles

044213

Masonry-Supported Stone Cladding

061105051000

Beam and girder framing, single, 2" x 4"

06110505

Beam and girder framing, single, 2" x 12"

085200

Wood Windows

042113

Brick Masonry

044213

Masonry-Supported Stone Cladding

033053

Miscellaneous Cast-in-Place Concrete

PROJECT SCOPE: MATERIALS AND CONSTRUCTION

PS8.01

Window Replacement

Passive Solar Heating & Natural Ventilation

The site as it exists has both passive and active heating and cooling systems that should be taken into consideration as new ideas are formulated for redesigning the unit. Active systematic elements of the current building include a central heating unit, as well as an air conditioning unit. Through these systems, both the heating and cooling of interior air is managed and accounted for. Though these are common and practical methods for controlling air flow, the systems must be up-to-date so that maximum efficiency can be obtained from minimal energy consumption. The building also features a chimney chute, though the wood-burning fireplace is not currently functional. Original designers of the building did not look at passive heating and cooling systems beyond basic material choice and standard placement of windows and doors. The exterior facades of the existing structure are composed of brick. Though this is a reasonable material for heat retention, the building still needs to be protected with insulation. Since most of the deteriorated walls will be replaced, adding batts of insulation along the walls would not be difficult. The areas that are most important to insulate include the facades that are open and unattached to neighboring buildings, which are also the ones that have windows. Existing Layout

Forbes Ave

Summer Sun

Winter Sun

Forbes Ave Cool

Cold

Cool

Cold

Proposed Design

Forbes Ave

Forbes Ave Summer Sun

Winter Sun

The building has several windows on each level along its three facades allowing for proper ventilation. However, they are old, singlepaned glass windows that must be changed into more efficient dual-paned glass with weatherstripping in order to prevent heat loss. Most of the windows and doors along the various walls and floors align with another. This is efficient for proper ventilation and air flow, and may be kept where they are currently placed. To help keep costs lower, most of the existing window footprints will be kept. The exception to this is the modification of the southern faรงade. More windows will be added to this faรงade, designed to certain heights and widths to allow for appropriate sunlight to enter. The winter season is taken into particular consideration when temperatures drop significantly. The size of these southern windows will allow winter sunlight to reach through to the front of the residence, allowing the core of the building to be heated. An addition of a skylight allows for the top floor, which is less open, access to natural light as well.

PS9.00

PROJECT SCOPE: SYSTEMS

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ACTION UPTOWN: 2030 OUTREACH

About 79.4% of existing window areas will be retained, with 20.6% of the area being remodeled. Within the existing footprint of each retained area, only the glass will be changed from current single-pane to double-paned.

2’ 4

20.6% 79.4%

within existing ” 2’8 footprint

”

” 2’4

3”

5”

7’2” 7’ 2’4

3”

” 2’4

8”

1”

7”

Forbes Avenue

7’

3’2”

3’4”

” 3.2 ” 2’8

4”

8”

3”

”

” 2 ’8

4”

6”

” 3’8

8”

3’6

”

Attached Adjacent Property Forbes Avenue

” 3’4

3’

” 2’6

2’9

”

2’8”

2’11”

2’8”

Retain

”

4”

2’9

” 2’6

5’7”

5’10” ” 2’6

2’9

”

within existing footprint

3’

”

4”

” 2’6

2’8”

2’11”

2’8”

Remodel

PROJECT SCOPE: SYSTEMS

3’4

”

PS9.01

Building Case Studies

This house features a ‘central core,’ which offers a centralized and easily accessible location for all routine maintenance allowing for flexible space.

A precedent that pertains to the open flexible space proposed in his project is the “Proto Home” located in Los Angeles. Similar in size to the 2030 Forbes lot, this residence follows the idea of “Proto Home”, with prefabricated construction involved to save time and money.

Proto Homes Baldwin Hills, LA Address: 5182 Sunlight Place, Los Angeles, CA 90016 Neighborhood: Baldwin Hills (Baldwin Vista neighborhood) Size: 2,650 sq. ft, including garage 3 Bed, 2 1/2 Bath

Walls, storage units, and even the kitchen island itself float on casters for easy arrangement according to the homeowners’ needs for the space.

PS10.00

PROJECT SCOPE: TYPOLOGY CASE STUDY AND PRECEDENTS

ACTION UPTOWN: 2030 OUTREACH

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Built in a historical neighborhood, this house’s front facade maintains uniformity with the rest of the block and upholds its place in the community. The residence’s interior has been modernized with sustainable design solutions, including an opened up floor plan that brings in exterior light.

Division1 Architects Washington DC This is an example of a renovated row house. The front façade retains the uniformity of its neighbors while the interior has been modified and updated. Common problems found within typical row house typology such as lack of natural lighting have been accounted for in this new design.

Small Box House 2009 Akasaka Shinichiro Atelier Mount Moiwa, Sapporo Size: 3,713 sq. ft, site area 2 Stories

The ‘Small Box House’ by the Japanese firm Akasaka Shinichiro Atelier was designed to host flexible space. By the request of the clients, the dwelling is designed to be flexible in order to accommodate a cafe on the main floor as well as to host a variety of events in the future.

PROJECT SCOPE: TYPOLOGY CASE STUDY AND PRECEDENTS

PS10.01

International Building Code International Residential Code

2009 Edition

USE AND OCCUPANCY

TYPE OF CONSTRUCTION

310.1 Residential Group R includes, among others, the use of a building or structure, or a portion thereof, for sleeping purposes.

602.3 Type III construction is the type of construction in which the exterior walls are of noncombustible materials and the interior building elements are of any material permitted by this code.

R-3 Residential occupancies are intended for the occupants to be primarily permanent in nature and do not contain more than two dwelling units.

â&#x20AC;&#x2DC;Aâ&#x20AC;&#x2122; is protected, meaning that all structural members of a building or structure have an additional fire rated coating or cover by means of sheetrock, spray on, or other approved method. The additional fire rated coating or cover extends the fire resistance of the structural members by at least 1 hour.

FIRE RESISTANCE RATING

1hr

Primary structural frame

1hr

Floor Construction and Secondary members

1hr

Roof Construction and Secondary members

Table 601: fire-resistance rating for building elements (hours)

CA1.00

CODE ANALYSIS: LAND USE

704.1 As stipulated in the International Building Code 2009 Edition, fire resistance rating of the structural members and assemblies added to the building shall comply with the requirements for the type of construction. The fire resistance ratings shall not be less than the ratings required for the fire resistance rated assemblies supported by the structural members.

ACTION UPTOWN: 2030 OUTREACH

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MEANS OF EGRESS

R311 As stipulated in the International Residentail Code 2009 Edition, all dwellings shall be provided with a means of egress considering the following components. R311.2 Egress Door At least one egress door shall be provided for each dwelling unit. Minimum clear width 32”, height 78” R311.3 Floors and Landings at Exterior Doors There shall be a landing or floor on each side of the exterior doors. Minimum travel distance 36”

F o r b e s

B a s e m e n t

A v e n u e

F o r b e s

1 s t F l o o r

A v e n u e

R311.4 Vertical Egress Egress from habitable levels including the attic and basement must have either an egress door or egress ramp. R311.5 Construction Exterior landings, decks, balconies, stairs and similar facilities shall be positively anchored to the primary structure to resist both vertical and lateral forces or shall be designed to be selfsupporting.

F o r b e s

2 n d F l o o r

A v e n u e

R311.6 Hallways Minimum width 36” R311.7 Stairways The walking surface of treads and landings of stairways shall be sloped no steeper than 2 percent slope. Minimum clear width 36”, headroom 80”. R311.8 Ramps Ramps shall have a maximum of 8.3 percent slope.

F o r b e s

3 r d F l o o r

A v e n u e

3 r d

F o r b e s

s u b F l o o r

A v e n u e

CODE ANALYSIS: LAND USE

CA1.01

SCOPE AND ADMINISTRATION

BUILDING PLANNING

GENERAL 101.2 As stipulated in the 2009 Internationl Residential Code, the following codes shall apply to the ‘reconstruction’ of the house.

DESIGN CRITERIA R301.5 The minimum uniformly distributed live load for the roof viewing deck shall be 40 lb/sqft.

PERMITS 105.1 Application to the building official and obtaining the required permit is required by any owner or authorized agent who intends to alter the occupancy of a building (See IMP2.02). FEES 108.1 Fees must be paid prior to a permit’s validity whether new or amended (See IMP3.00).

PERMITS R105.1 Application to the building official and obtaining the required permit is required by any owner or authorized agent who intends to alter the occupancy of a building (See IMP2.02). LIGHT, VENTILATION, HEATING R303.1, R303.3 Every room that is inhabited must have a window area of at least 8% of the room floor area. Natural ventilation shall be through windows, doors and louvers to the outside. Bathrooms mush have a window area of at least 3 sqft. MINIMUM ROOM AREA R304.2, R304.3, R304.4 Every habitable rooms must be no less than 70 sqft and shall not be less than 7 ft in any horizontal dimension. Any area of the room that has a sloped ceiling less than 5 ft or furred ceiling less than 7 feet from the finished floor will not be counted towards the habitable area for that room.

MECHANICAL SYSTEMS

GLAZING R308.6 Laminated glass is a permitted material as a glazing material installed as unit skylight.

EXISTING MECHANICAL SYSTEMS M1202.1 Additions to the existing mechanical system shall conform to the requirements for a new mechanical system without requiring the exising mechanical system to comply with all of the requirements but shall not become hazardous.

MEANS OF EGRESS R311.1 The dwelling unit shall be provided with a means of egress as a continuous and unobstructed path of vertical and horizontal egress travel from all portions of the dwelling to the exterior of the dwelling unit at the required egress door without requiring travel through a garage.

VENTED FLOOR FURNACES M1408.3 Floor and wall registers of floor furnaces shall be installed not less than 6 inches from joining corners. Nor shall they be located within 12 inches from door in any position. The floor furnace burner shall not project into an occupied under-floor area. RANGE HOODS M1503 Range hood in the kitchen shall discharge to the outdoors through a singlle-wall duct.

CA1.02

SMOKE ALARMS R314.3 In the dwelling unit, smoke alarms must be installied in each sleep room, outside each separate sleeping area in the immediate vicinity of the bedrooms and on each additional story of the dwelling, including the basement.In dwellings with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level.

CODE ANALYSIS: BUILDING/ADAPTIVE TRANSFORMATION

ACTION UPTOWN: 2030 OUTREACH

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GENERAL BUILDING HEIGHTS

ROOFTOP STRUCTURES

504.1 As stipulated in the International Building Code 2009 Edition, according to table 503, the building is limited to 4 stories above grade plane.

1509.2.1 The view deck structure above the roof shall not exceed shall not extend more than 18 feet (5486 mm) above the roof. 1509.2.2 The aggregate area of view deck on the roof shall not exceed one-third the area of the supporting roof. Such structure shall not contribute to either the building area or number of stories. The area of the structure shall not be included in determining the fire area either. 1509.2.3 Because the view deck on the roof does not serve to shelter mechanical equipments or vertical shaft openings in the roof, it shall be considered for an additional story

7’

5’

28’

Forbes Avenue

CODE ANALYSIS: BUILDING/ADAPTIVE TRANSFORMATION

CA1.03

Permit RI05.1 As stipulated in the International Residential Code 2009 Edition, any owner or authorized agent who intends to construct, enlarge, alter, repair, move, demolish or change City Planning the occupancy of a building or structure shall first make Zoning Office application to the building official and obtain the required permit.

Pittsburgh Water & Sewer Authority

City Planning Bureau of Zoning Office Building

Department of Public Works

Inspection (BBI)

(PWSA)

Allegheny Pittsburgh Water & Sewer County Health Authority Department

(DPW)

Bureau of Building Inspection (BBI)

(PWSA) (ACHD)

Department of Public Works (DPW)

Allegheny County Health Department (ACHD)

Basic Permit Flowchart

DPW 1 day

Zoning BBI DPW 1 day

Up to 15 working days

Zoning

PWSA Inspection

PWSA ACHD

BBI

ACHD Inspection Up to 15 working days

PWSAPre-Construction

Permit Applications

During Construction Permit Applications (if needed)

ACHD

PWSA Inspection

Post-Construction

ACHD Inspection

Permit Application Times for Homeowners Pre-Construction Permit Applications

CA1.04

CODE ANALYSIS: PERMIT PROCESS

During Construction Permit Applications (if needed)

Post-Construction

ACTION UPTOWN: 2030 OUTREACH

Grey Water Recycling Systems AO101.2 Waste discharged from lavatories, bathtubs, showers, clothes washers and laundry trays are defined as ‘Grey Water.’

ARC48_550

AO103.8 The location of the gray water resrvoir tank should be a minimum of 5ft horizontal distance away from the building and property line adjoining private property and 10ft from public water main. The location of irrigation zone shall be at least 2ft away from the building, 5ft from property line adjoining privated property and 10ft from public water main.

AO103.6 The system’s estimated grey water discharge shall be calculated by:

*see diagrams below

estimated grey water discharge = (# of occupants) X ( estimated flow demands/occupant) Potable Makeup

Water *estimated flow demands for each occupant includes 25 gallons/day for bathroom use and 15 gallons/day forSupply laundry Backlow Prevention Device

Backlow Prevention Device

Gray Water Influent

Potable Makeup Water Supply

Overflow

Vent

Filter System Gray Water Influent

Filter System Tank

Indirect Discharge to Sanitary Drainage System

Vent

Drain

Tank Drain

Indirect Discharge to Sanitary Overflow Drainage System

Gray Water Reservoir

Indirect Discharge to Sanitary Drainage System Disinfection

Gray Water Reservoir

Unit

Disinfection Unit

Coloring Dye Injection Unit

Effluent to Flushing Fixtures

Coloring Dye Injection Unit

Effluent to Flushing Fixtures

Grey Water Recycling System for Flushing Water Closets and Urinals Vent Gray Water Influent

Overflow

Filter System Gray Water Influent

Filter System Indirect Discharge to Sanitary Drainage System

Tank Drain

Vent

Gray Water Reservoir

Indirect Discharge to Sanitary Overflow Drainage System

Indirect Discharge to Sanitary Drainage System

Irrigation Zone

Check Valve

Irrigation Zone

Tank Drain Indirect Grey Water Recycling System for Subsurface Landscape Irrigation Discharge to Sanitary Check Valve Drainage System

Irrigation Zone

CA1.05

Irrigation Zone

CODE ANALYSIS: GREY WATER SYSTEM

Grey Water Installation:

Subsurface Drip Irrigation System Process & Phasing

Clear Overgrowth -Compost all plants, branches, and weeds -Dispose of trash and other scrap materials currently filling backyard

<1 Week

Excavate Site -Dig up soil trench for drip lines to appropriate depth of existing pipes -Identify and demarcate location for tank installation

1 Week

Build Foundation

-Prep foundation area for greywater tank -Lay 3-inch concrete slab

1-2 Weeks

Install Pipes & System -Anchor surge tank on concrete slab; connect tank drain to sewer line -Install main valve, filter, & pressure regulator -Install main PVC lines -Install drip lines -test system for leaks -Cover system after inspection and approval

SC1.00

SITE CONTEXT: GENERAL SITE MODIFICATION STRATEGIES

4 Weeks

ACTION UPTOWN: 2030 OUTREACH

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Existing Core Proposed Layout

The goal of this project is to keep the amount of physical intervention on the site to a minimum to maintain overall manageable costs. This may be accomplished by retaining most of the current infrastructure and limiting additional construction to the exterior of the building. Bathrooms of this new residence are placed in close proximity to the footprint of the existing scheme. This allows for only a slight shift, if any, of current plumbing lines, following the idea of implementing a central core. Within this core, the building’s mechanical systems are placed at the same location on each floor for maximum spatial efficiency. The one intervention this project will implement at the building’s site is the introduction of a grey water recycling system. This system offers an affordable way for the residents of the building to recycle usable water for the irrigation of the site’s large green space. The process of installation would require introducing a new system of pipes that would filter and redirect greywater from the house to the yard. To do so, the site must be excavated for pipe and tank installation. Then, a thin layer of concrete will be laid for the foundation of the tank. Once the tank is anchored to the concrete slab, the main valves, filter, and pressure regulator can be installed. Following these are the various lines connecting to existing pipes. Upon inspection and approval, the greywater system will be ready to use.

For be

s A ve

Since the average American household uses up to 32% of their water for gardening purposes, it makes sense to use a recycling system to lower costs for the family. Based on water usage ratios, the residents can save up to 14% a year on landscaping water from shower and laundry alone. This percentage does not factor in other potential water uses, such as regular sink use. Applying more uses for recycling would increase the percentage of annual savings. Maintaining the system is also manageable for an involved family. The residents need only to inspect the system over the weekends to ensure everything is functioning properly.

Forbes Avenue

Runoff

Weekly Maintenance

6-8 Weeks

SITE CONTEXT: GENERAL SITE MODIFICATION STRATEGIES

SC1.01

Grey Water Implementation Installation Parts and Cost Breakdown Parts

connection parts pipe to tank bends fittings vent

$15 $4 $15 $15 $13

connection parts three-way diverter valve pipe to sewer pipe to tank sanitary tee

$20 $28 $4 $4 $3

Plumbing Parts Total 55-gallon tank w/ lid vent inlet pipe overflow pipe drain pipe backwater valve water seal type trap emergency drain ball valve tank adapters ($20 each, one/pipe) union pump

Tank Parts Total

filter 140 mesh one-inch 25gal/min pipe: PVC class 200 fittings: schedule 40 drip lines: 112 emitters valves ($25 each) automatic flush valve ($2 each) controller switches pressure reducing valve compression Tâ&#x20AC;&#x2122;s

$121 $101 $13 $4 $4 $4 $4 $3 $28 $60 $12 $150

$383

$25 $12 $15 $46 $50 $4 $50 $32 $15 $4

Drip Parts Total

$253

Additional costs/fees

$250

Subsurface Drip Irrigation System Parts total

SC1.02

Cost

SITE CONTEXT: SCALAR REPRESENTATION OF SPECIFIC ELEMENTS

$1007

ACTION UPTOWN: 2030 OUTREACH

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Grey Water Implementation Energy & Cost Savings Analyses

National Average of Household Water Used for Landscaping

$130 per year Shower Recycling Laundry Recycling Combined Total @ $.0055/gallon =

Amount saved on water

$64.49

Cost of greywater installation

$1007

9,125 gallons/yr 2,600 gallons/yr 11,725 gallons/yr $64.49 Savings/yr

Amount spent on landscaping

$130

Amount saved on water

$64.49

Percentage of Yearly Savings

49.61%

amount of time needed for cost payback =

15.6 Years

*information based only on shower and laundry data; additional savings will apply with other water uses & payback time will decrease SITE CONTEXT: SCALAR REPRESENTATION OF SPECIFIC ELEMENTS

SC1.03

Facades

Maximizing retention

Retention & Replacement

100% retention

+ Forbes Avenue

North Elevation

98.4% retention Attached Adjacent Property

East Elevation

Total: 86% retention

39.6% retention

South Elevation

SD1.00

Forbes Avenue

SELECTIVE DEMOLITION: DIAGRAMS/SPECIFICATIONS ASSOCIATIVE DIAGRAMS

Total: 22.5% demolition

ACTION UPTOWN: 2030 OUTREACH

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Interiors

Wall and Floor Demolition

Roof

2.2% demolition Third Floor

18.4% demolition

Minimizing demolition

Second Floor

41.1% demolition First Floor

28.3% demolition Fo e rb

s Av

Basement

5.8% demolition Minimizing Cost SELECTIVE DEMOLITION: DIAGRAMS/SPECIFICATIONS ASSOCIATIVE DIAGRAMS

SD1.01

B02 B03 101 102 201 202 203 204 301 302 303 304 R01

mechanical room laundry room living room1 living room2 kitchen dining room room1 bathroom1 room 2 master bedroom shower room toilet roof deck

Forbes Avenue

78 ft² 141 ft² 434 ft² 434 ft² 264 ft² 90 ft² 105 ft² 54 ft² 151 ft² 212 ft² 54 ft² 30 ft² 255 ft²

Forbes Avenue

Forbes Avenue 201

203 301 303

101

B01

202

204

304 102 B02

302 B03

Basement

2nd Floor

1st Floor

Forbes Avenue

203 301 303

B01 B02 B03 101 102 201 202 203 204 301 302 303 304 R01

basement mechanical room laundry room living room1 living room2 kitchen dining room room1 bathroom1 room 2 master bedroom shower room toilet roof deck

650 ft² 78 ft² 141 ft² 434 ft² 434 ft² 264 ft² 90 ft² 105 ft² 54 ft² 151 ft² 212 ft² 54 ft² 30 ft² 255 ft²

204 304

302

R01

101

B01

3rd Floor

AT1.00

Roof

102

ADAPT. TRANSFORM: EXTERIOR PICTORIAL/PERSPECTIVE

B02

B03

ACTION UPTOWN: 2030 OUTREACH

ADAPT. TRANSFORM: EXTERIOR PICTORIAL/PERSPECTIVE: FORBES AVENUE - NORTH-EAST CORNER VIEW

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AT1.01

AT1.02

ADAPT. TRANSFORM: EXTERIOR PICTORIAL/PERSPECTIVE: FORBES AVENUE - NORTH-WEST CORNER VIEW

Forbes Avenue

ACTION UPTOWN: 2030 OUTREACH 9’-2”

3’-2”

3’-10”

3’-2”

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3’-8”

50’-9 1/2”

31’-9”

B01

19’-1/2”

B02

B03

17’-0”

6’-0”

Basement ADAPT. TRANSFORM: EXTERIOR PICTORIAL/PERSPECTIVE

AT1.03

2’-0” 3’-2”

4’-0”

3’-2”

3’-10”

3’-2”

3’-8”

Forbes Avenue

101

3’-0” 1’-4” 1’-8 1/2”

102

3/4”

1 1/2”

3/4”

3’-0” 1’-11 1/2”

7’-0”

103

2’-5 1/2” 2’-5 1/2” 2’-5 1/2” 2’-5 1/2” 2’-5 1/2” 2’-5 1/2”

3’-1” 1’-9”

17’-0”

AT1.04

1st Floor

ADAPT. TRANSFORM: EXTERIOR PICTORIAL/PERSPECTIVE

Forbes Avenue

2’-2” 3’-2”

3’-10”

3’-2”

3’-10”

3’-2”

3’-8”

ACTION UPTOWN: 2030 OUTREACH

ARC48_550

201

202

203

3’-0” 2’-0” 3’-0” 2’-0” 3’-0” 1’-4” 1’-11 1/2” 1’-8 1/2”

18’-4”

204

3/4”

1 1/2”

3/4”

Open

2’-5 1/2” 2’-5 1/2” 2’-5 1/2” 2’-5 1/2” 2’-5 1/2” 2’-5 1/2” 5’-7 1/2” 5’-7 1/2” 5’-7 1/2”

3’-1” 5’-3 1/2”

23’-8 1/2”

2nd Floor ADAPT. TRANSFORM: EXTERIOR PICTORIAL/PERSPECTIVE

AT1.05

8’-7” 9”

8’-3”

2’-10 3/4” 1’-1/2” 1’-1/2”

8’-3”

9”

Forbes Avenue

25’-5 3/4”

301

1’-6 3/4” 1’-9 1/2” 1’-9 1/2” 1’-9 1/2” 1’-9 1/2” 1’-9 1/2” 1’-9 1/2” 1’-6 3/4”

AT1.06

3’-6”

3rd Floor

ADAPT. TRANSFORM: EXTERIOR PICTORIAL/PERSPECTIVE

1’-6 1/2”

6’-10”

3’-3”

303

13’-0”

3’-3”

5’-8 3/4”

4’-6”

2’-6” 10 1/2”

9’-9 3/4”

302

Forbes Avenue

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14’-10”

16’-5 1/2”

ACTION UPTOWN: 2030 OUTREACH

1’-6 1/4”

R01

17’-11”

5’-6” 4’-0”

Roof ADAPT. TRANSFORM: EXTERIOR PICTORIAL/PERSPECTIVE

AT1.07

SOUTH-EAST Exterior View

_THESE DOCUMENTS ARE THE COPYRIGHTED PROPERTY AND INTELLECTUAL PROPERTY OF THE CARNEGIE MELLON UNIVERSITY SCHOOL OF ARCHITECTURE URBAN DESIGN BUILD STUDIO. THE DOCUMENTS ARE NOT TO BE REPRODUCED OR UTILIZED FOR ANY PURPOSE OTHER THAN ORIGINALLY INTENDED AND AS STIPULATED ON SHEET IN1.00. THIS RESTRICTION AND OWNERSHIP OF INTELLECTUAL PROPERTY GOVERNS ALL SHEETS INCLUDED IN THE INDEX IN1.01. USE OF THE DOCUMENTS FOR ANY PURPOSE, SPECIFICALLY STIPULATED OR NOT, SHALL BE GRANTED ONLY VIA AUTHORIZED WRITING PRODUCED ON CARNEGIE MELLON UNIVERSITY SCHOOL OF ARCHITECTURE LETTERHEAD ISSUED BY THE DIRECTOR OF THE URBAN DESIGN BUILD STUDIO. _NONE OF THE DOCUMENTS INCLUDED IN THE DRAWING INDEX ARE INTENDED TO BE CONSIDERED IN ISOLATION OF ONE ANOTHER. ALL PARTIES UTILIZING THESE DOCUMENTS FOR BIDDING, QUANTITY SURVEY, AND/OR PRE-CONSTRUCTION ANALYSIS SHALL CONSULT THE GENERAL NOTES AND INFORMATION LOCATED ON THIS SHEET AND ALL “IN” AND “CA” SERIES (GOVERNING USE STIPULATIONS AND CODE ANALYSIS) SHEETS FOR INFORMATION AND CONDITIONS GOVERNING WORK DESCRIBED IN DOCUMENTS LISTED IN THE DRAWING INDEX BEFORE PROCEEDING WITH CONTRACTS AND/OR PROCUREMENT. GOVERNING USE STIPULATION SHEETS AND CODE ANALYSIS (“IN” AND “CA” SERIES DOCUMENTS) PROVIDE CODE, PROCEDURAL, AND USE GUIDELINES GOVERNING ALL INFORMATION CONTAINED WITHIN THE DOCUEMNTS. ANY AND ALL ENTITIES REFERENCING CONTENT INCLUDED SHALL DO SO ONLY IN THE CONTEXT OF THE ENTIRE VOLUME. NEITHER THE OWNER OF THE INTELLECTUAL PROPERTY NOR THEIR AGENTS ASSUME RESPONSIBILITY FOR ERRORS, OMISSIONS, OR MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE DOCUMENTS. _DO NOT SCALE DRAWINGS OR UTILIZE SCALED DIMENSIONS. USE ONLY DIMENSIONS/DIMENSIONAL INFORMATION PROVIDED IN THE DOCUMENTS. WHEN NO DIMENSIONAL INFORMATION IS PROVIDED ENTITIES UTILIZING THE DOCUMENTS SHALL CONTACT OWNER OF INTELLECTUAL PROPERTY IN WRITING. ENTITIES UTILIZING DOCUMENTS SHALL NOT EXECUTE RELEVANT WORK UNTIL WRITTEN RESPONSE/DIRECTIVE HAS BEEN PROVIDED BY THE OWNER OF THE INTELLECTUAL PROPERTY. _USE OF ALL CONSTRUCTION MATERIALS AND INSTALLATIONS PROPOSED SHALL CONFORM TO THE (NAME YOUR CODES – ALL OF THEM – SPECIFICALLY BY EDITION) AS WELL AS ALL APPLICABLE FEDERAL CODES, STATE CODES, LOCAL CODES, TRADE ASSOCIATION STANDARDS, AND/OR MANUAFACTURER’S STANDARDS AS ADOPTED BY THE (NAME YOUR JURISDICTIONAL AGENCY).

AT1.08

ADAPT. TRANSFORM: EXTERIOR PICTORIAL/PERSPECTIVE

ACTION UPTOWN: 2030 OUTREACH

ADAPT. TRANSFORM: EXTERIOR PICTORIAL/PERSPECTIVE

ARC48_550

AT1.09

AT1.10

ADAPT. TRANSFORM: EXTERIOR PICTORIAL/PERSPECTIVE: NIGHT EXTERIOR VIEW

ACTION UPTOWN: 2030 OUTREACH

ADAPT. TRANSFORM: EXTERIOR PICTORIAL/PERSPECTIVE: NIGHT TIME EXTERIOR VIEW

ARC48_550

AT1.11

AT1.12

ADAPT. TRANSFORM: INTERIOR PICTORIAL/PERSPECTIVE: FIRST FLOOR INTERIOR VIEW

ACTION UPTOWN: 2030 OUTREACH

ADAPT. TRANSFORM: INTERIOR PICTORIAL/PERSPECTIVE: FIRST FLOOR INTERIOR VIEW

ARC48_550

AT1.13

AT1.06 AT1.14

ADAPT. ADAPT.TRANSFORM: TRANSFORM:INTERIOR INTERIORPICTORIAL/PERSPECTIVE PICTORIAL/PERSPECTIVE: SECOND FLOOR INTERIOR VIEW

ACTION UPTOWN: 2030 OUTREACH

ADAPT. TRANSFORM: INTERIOR PICTORIAL/PERSPECTIVE: SECOND FLOOR INTERIOR VIEW

ARC48_550

AT1.15

AT2.00

ADAPT. TRANSFORM: SECTION PERSPECTIVE

ACTION UPTOWN: 2030 OUTREACH

ADAPT. TRANSFORM: SECTION PERSPECTIVE

ARC48_550

AT2.01

1 2 3 4 5 6

Aluminum Roof Decking Aluminum Roof Decking Column, structural, 3" to 5" dia, extra strong pipe, incl shop Column, structural, 3" to 5" dia, extra strong pipe, incl shop Wall framing, door buck, king studs, jack studs, header and Wall framing, buck,3' king studs, jack studs, header and accessories, 2" x door 6" wall, wide, 8' high 2" douglas x 6" wall, 3' 3" wide, 8' high 061506000702 Wood accessories, roof decking, fir, thick 061506000702 Wood roof decking, douglas fir, 3" thick

062516 062516

Prefinished Plywood Paneling Prefinished Plywood Paneling

07211313 07211313

Foam Board Insulation Foam Board Insulation

1 2 3

053323 053323 051202601500 051202601500 061105900170 061105900170

061209000100 insulated panels, 7/16" OSBOSB both faces, EPS 061209000100 Structural Structural insulated panels, 7/16" both faces, EPSinsula insula tion,tion, 3-5/8" thick 3-5/8" thick 062516 Prefinished Plywood Paneling 062516 Prefinished Plywood Paneling

061105900170 framing, doordoor buck, king studs, jack studs, header 061105900170 Wall Wall framing, buck, king studs, jack studs, headerand and accessories, 2" x2"6"x wall, 3' wide, 8' 8' high accessories, 6" wall, 3' wide, high 072116 Blanket Insulation 8” 8” 072116 Blanket Insulation

06073 06073

Custom Fabricated Exterior Fire-Retardant Treated IPEWood WoodSlats Slats Custom Fabricated Exterior Fire-Retardant Treated IPE

06073 06073

Custom Fabricated Exterior Fire-Retardant Treated IPEWood WoodSlats Slats Custom Fabricated Exterior Fire-Retardant Treated IPE

061105051000 Beam Beam and girder framing, single, x 6" 061105051000 and girder framing, single, 2" 2" x 6"

061506000702 Wood Wood decking, douglas fir, thick 061506000702 roof roof decking, douglas fir, 3" 3" thick

05400 05400

062613 062613

Custom fabricated galvanized steel angle stock for miscellaneous Custom fabricated galvanized steel angle stock for miscellaneous attachment of framing components, 6"; Trapezoidal connector attachment of framing components, 6"; Trapezoidal connector Profile Board Paneling Profile Board Paneling

072116 072116

Blanket Insulation 4” Blanket Insulation 4”

Air Space 4” Air Space 4” 042113 Brick Masonry 042113 Brick Masonry 09641 3/8 inch (10 mm) thick, prefinished, solid hardwood strip floor 09641 3/8 inch mm) thick, ing, (10 Brazilian cherryprefinished, solid hardwood strip floor ing, Beam Brazilian cherry 06110505 and girder framing, single, 2" x 12" 06110505 Beam and girder framing, single, 2" x 12" 095426 Suspended Wood Ceilings 095426 Suspended Wood Ceilings 064306201710 Prefabricated wood stairs, basement stairs, pine treads, pine risers, up wood to 14stairs, risers,basement 3' wide stairs, pine treads, pine 064306201710 Prefabricated 125883 Custom Furniture risers, up Residential to 14 risers, 3' wide 125883 Custom Residential Furniture 061105900170 Wall framing, door buck, king studs, jack studs, header and accessories, 2" buck, x 6" wall, 3' wide,jack 8' high 061105900170 Wall framing, door king studs, studs, header and 042200.16 Surface-Bonded Concrete Unit Masonry accessories, 2" x 6" wall, 3' wide, 8' high 042200.16 Surface-Bonded Concrete Unit Masonry 033053 Miscellaneous Cast-in-Place Concrete

16 17 18 19 20 21 22 23 24 25 26 27 28

19 20 21 22 23 24 25 26 27 28

033053 Cast-in-Place Concrete 026305301020 Miscellaneous Public Storm Utility Drainage Piping, non-reinforced concrete pipe,extra strength, B&S or T&G joints, 8" diameter, excludes 026305301020 Public Storm Utility Drainage Piping, non-reinforced concrete excavation or backfill pipe,extra strength, B&S or T&G joints, 8" diameter, excludes excavation or backfill ADAPT. TRANSFORM: SECTION PERSPECTIVE

AT2.02

ACTION UPTOWN: 2030 OUTREACH

1 2

3 3

1 2

4 5 6 7 8 9 10 4 5 6 7 8 9 10 11 12 13

16 16 17 17

ARC48_550

14 14 2

11 12 13

18 18 19 19

20 20 21 21 22 22

COMPACTED EARTH 11 11 12 12

CONCRETE

23 23

COMPACTED GRAVEL BATT INSULATION RIGID INSULATION

24 24

PREFABRICATED WOOD FLOORING

26 27 28

27 28

ADAPT. TRANSFORM: SECTION PERSPECTIVE

AT2.03

Pull set out from wall, remove table from shelf

Offset stacked tables

Flip panel and slide into support slot to become table

AT2.02

ADAPT. TRANSFORM: SECTION PERSPECTIVE

ACTION UPTOWN: 2030 OUTREACH

ARC48_550

Pivot shelf 900 to become divider

Slide out shelf to create workspace

ADAPT. TRANSFORM: SECTION PERSPECTIVE

AT2.03

Wood Paneling & Aluminum Truss System Assembly Drawings and Dimensions To keep costs low, the project’s goal is to maintain most of the building’s structure and materials. This includes the incorporation of wood, and the addition of proper insulation. The southern side of the building features a wooden screen system that provides shade for rooms on the upper floors. A wood sun-shading system was the ideal decision for the south facade due to its low impact on the existing structure, ease of construction and affordability. The system begins after the second story and continues past the roof to provide railing for roof occupancy.

The system is constructed with 2”x 3” horizontal wood beams jointed and fastened with screws to 2”x 6” wood vertical furring strips placed at approx. 24” o.c. (off center). System is mounted on the surface of existing/ repaired brick veneer and fastened with screws. 2”x 3” horizontal wood beams are to be placed 4” o.c. when adjacent to solid surfaces but are to be placed 6” o.c. when adjacent to windows. In areas where the system is railing, 2”x 3” horizontal wood beams are to be placed 8” o.c.

Wood

06073

Custom Fabricated Retardant Treated Custom Fabricated Retardant Treated

Exterior IPE Wood Interior IPE Wood

FireSlats FireSlats

Paneling

2 2

2 2 2

2 8

6 7 2

Aluminum Truss System

AT3.00

ADAPT. TRANSFORM: ASSEMBLY DETAILS, FORMAT AND TYPE INTERVENTION SPECIFIC

ACTION UPTOWN: 2030 OUTREACH

Wood Panel System

ARC48_550

6 1/2”

2 1/2”

1 1/2”

Assembly & Dimensions

24’-0”

4 1/2”

2 1/2”

4 1/2”

6”

8 3/4”

4”

5’-3” 5 1/2”

1 1/2”

4”

ADAPT. TRANSFORM: ASSEMBLY DETAILS, FORMAT AND TYPE INTERVENTION SPECIFIC

AT3.01

Aluminum Truss System Assembly & Dimensions

A B

8 7

Main Building Wall

7 2

8 2

6 9

9’-0”

5 2 2

1 2 8

8 1’-6” 3’-0”

ADAPT. TRANSFORM: ASSEMBLY DETAILS, FORMAT AND TYPE INTERVENTION SPECIFIC

AT3.02

4 18’-2 1/2”

24’-0”

6 2

ACTION UPTOWN: 2030 OUTREACH

05400

051202601500

05400

050906000100

05400

ARC48_550

Custom fabricated galvanized steel angle stock for miscellaneous attachment of framing components, 6"; Trapezoidal connector Column, structural, 3" to 5" dia, extra strong pipe, incl shop primer, cap & base plate, bolts Custom fabricated galvanized steel stock for miscellaneous attachment of framing components; hybrid converter Custom fabricated galvanized steel angle stock for miscellaneous attachment of framing components, 4"; Rectangular connector Custom fabricated galvanized steel angle stock for miscellaneous attachment of framing components, 8"; Rounded connector Custom fabricated galvanized steel stock for miscellaneous attachment of framing components; Cylindrical connector Rivet, aluminum rivet & mandrel, 1/2" grip length x 1/8" diameter Custom fabricated galvanized steel angle stock for miscellaneous attachment of framing components, 3 5/8"; T-Shape connector Custom fabricated galvanized steel stock for miscellaneous attachment of framing components; Trapezoidal connector

7 1

2 8

2 3

3 5

4 3

5 2

2 2

2 1 6

7 2

2 7

ADAPT. TRANSFORM: ASSEMBLY DETAILS, FORMAT AND TYPE INTERVENTION SPECIFIC

AT3.03

AS1.00

ASSEMBLY SEQUENCE: PICTORIAL DEPICTION OF STAGED IMPLEMENTATION/CRITICAL PAIRINGS

ACTION UPTOWN: 2030 OUTREACH

ARC48_550

See Roof Deck Assembly

ASSEMBLY SEQUENCE: PICTORIAL DEPICTION OF STAGED IMPLEMENTATION/CRITICAL PAIRINGS

AS1.01

23'-8 1/2" 23'-5" CL

5'-4 1/2"

CL CL

scale: 1/8” = 1’-0”

AS1.02

ASSEMBLY SEQUENCE: PICTORIAL DEPICTION OF STAGED IMPLEMENTATION/CRITICAL PAIRINGS

4'-0"

24'-1 1/2"

CL CL

16'-0" eq

5'-6"

2'-3" eq

ARC48_550

5'-7 1/2"

5'-7"

23'-5"

5'-7"

ACTION UPTOWN: 2030 OUTREACH

16'-4"

scale: 1/8” = 1’-0”

CL CL

16'-0"

4'-1"

9'-0"

24'-1 1/2"

4'-6"

8" 4"

16'-4" CL 4'-6"

4'-6"

3'-8" CL

9'-0"

5'-6"

24'-0" CL

5'-6"

4'-0"

eqCL

scale: 1/8” = 1’-0”

ASSEMBLY SEQUENCE: PICTORIAL DEPICTION OF STAGED IMPLEMENTATION/CRITICAL PAIRINGS

AS1.03

14'-3 1/2" eq

5'-2"

5'-7"

Existing roof condition to be verified in field. Contractor to fix all damaged conditions and patch where necessary. Once roof is cleared and prepped, pedestals that are listed in the spec are to be laid out on a grid that corresponds with the future framing of the roof deck. Pedestals are than to be individually adjusted in height for leveling.

15'-9 1/2" CL

2'-2" eq

5'-7 1/2"

22'-6" 5'-7 1/2" CL 5'-7 1/2"

5'-6"

After pedestals have been placed and adjusted, pre-cut/milled wood beams are to be connected on site and fastened to one another through the pedestals.Roof deck floor beams should be 2 feet off center

AS1.04

ASSEMBLY SEQUENCE: PICTORIAL DEPICTION OF STAGED IMPLEMENTATION/CRITICAL PAIRINGS

17'-0"

5'-2"

2'-1" eq

ACTION UPTOWN: 2030 OUTREACH

5'-6"

2'-2"

5'-6 1/2"

ARC48_550

Aluminum grating plates will be placed on top of aluminum pedestals that will be placed on the underlying frame intersections. The pedestals will not be for leveling but for spacing and organization of the aluminum grating. Grating will be pre-fabricated before delivery to correspond to the gaps in the frame below. Grating to match sill height of new roof access door.

Grating to be fastened down to wooden frame with aluminum grating clips. The grating clips are screwed directly into the wooden frame. The clips and related screws should always be easily accesible so that the grating can be easily removed and provide maintenance access to the roof ASSEMBLY SEQUENCE: PICTORIAL DEPICTION OF STAGED IMPLEMENTATION/CRITICAL PAIRINGS

AS1.05

Itemcode

Description

1. General Requirements

01 10 72 000060

Construction management fees

01 31 01 500020

Permits, rule of thumb, most cities, minimum

01 31 03 500800

Workers' compensation & employer's liability

01 54 07 500015

Steel tube, regular, no plank, labor only to erect & dismantle

01 54 07 500091 Building exterior, wall face, 1to 5 stories, 6'-4"X 5' frames

01 54 07 500461

Building interior, walls face area, up to 16' high 2. Site Construction

02 21 01 200020

Subsurface investigation, boring and exploratory drilling, initial field stake out & determination of elevations, for borings

02 63 05 301020

Public Storm Utility Drainage Piping, non-reinforced concrete pipe,extra strength, B&S or T&G joints, 8" diameter, excludes excavation or backfill

02 81 03 000800

Underground sprinklers irrigation system, for lawns, residential system, custom, 1" supply

02 82 05 101020

Wood fences & gates, picket fence, gothic, pressure treated pine, 3 rail, 4' high, includes post and post hole

02 82 05 101040

Wood fences & gates, picket fence, gothic, pressure treated pine, gate, 3'-6" wide, includes post and post hole

02 90 57 250300 Plant and bulb transplanting, moving trees on site, 36" ball

02 90 57 250012 Plant and bulb transplanting, moving shrubs on site, 12" ball

02 92 04 000300

Sodding, bluegrass sod, on level ground, 1000 S.F. 4. Masonry

04 21 13

Brick Masonry

04 22 00

Miscellaneous cast in place concrete

04 91 07 200300

Pointing masonry, tuck, cut and re-point, hard mortar, running bond

SP1.00

SPECIFICATIONS: CSI DESIGNATED MATERIAL ANNOTATION LEGEND

ACTION UPTOWN: 2030 OUTREACH

Itemcode

ARC48_550

Description

5. Metals

05 09 06 000100 Rivet, aluminum rivet & mandrel, 1/2" grip length x 1/8" dia

05 12 02 601500

Column, structural, 3" to 5" dia, extra strong pipe, incl shop

05 33 23

Aliminum roof decking

05 40 0

Galvanized steel angle stock for miscellaneous attachment of framing components, 3 5/8"

05 40 0

Galvanized steel angle stock for miscellaneous attachment of framing components, 8"

05 40 0

Galvanized steel angle stock for miscellaneous attachment of framing components, 6"

05 40 0

Galvanized steel angle stock for miscellaneous attachment of framing components, 4"

05 12 02 601500

Column, structural, 3" to 5" dia, extra strong pipe, incl shop primer, cap & base plate, bolts 6. Wood & Plastics

06 05 21 100110

Selective Demolition, Wood Framing, timber connector, medium, nailed

06 05 21 102958

Selective Demolition, Wood Framing, beams, 2" x 6"

06 05 21 103172

Selective Demolition, Wood Framing, blocking, 2" x 6", in 16" O.C. wall framing

06 07 3

Custom Fabricated Exterior Fire-Retardant Treated IPE Wood Slats

06 07 3

Custom Fabricated Interior Fire-Retardant Treated IPE Wood Slats

06 11 05 051000

Beam and girder framing, single, 2" x 6"

06 11 05 900170

Wall framing, door buck, king studs, jack studs, header and accessories, 2" x 6" wall, 3' wide, 8' high

06 11 05 650250

Wood framing, sleepers, on concrete, treated, 2" x 6"

06 12 09 000100

Structural insulated panels, 7/16" OSB both faces, EPS insulation, 3-5/8" thick

SPECIFICATIONS: CSI DESIGNATED MATERIAL ANNOTATION LEGEND

SP1.01

Itemcode

Description

06 15 06 000702

Wood roof decking, douglas fir, 3" thick

06 25 16

Prefinished plywood paneling

06 26 13

Profile board paneling

06 43 06 201710

Prefabricated wood stairs, basement stairs, pine treads, pine risers, up to 14 risers, 3' wide

06 43 06 200600

Prefabricated wood stairs, box stairs, pine treads for carpet, no handrails, up to 14 risers, 3'-0" wide

06 43 06 400500

Wood stair parts, railings, oak, average 7. Thermal & Moisture Protection

07 21 16

Blanket Insulation 4" 8. Doors & Windows

08 06 01 100200

Door demolition, exterior door, single, 3' x 7' high, 1-3/4" thick, remove

08 21 07 204420

Doors, prehung, interior, passage, luan, flush, solid core, 45/8" solid jamb, 1-3/8" x 6'-8" x 2'-8" wide

08 21 07 202520

Doors, prehung, exterior, metal face, insulated, flush, 2'-8" x 6'-8", incl. jamb, brickmold and threshold

08 26 09 000450

Doors, glass, sliding, aluminum, economy, 5/8" tempered insul. glass, 6'-0" x 6'-8"

08 56 02 000102

Windows, vinyl double hung, grids, low E, J fin, exterior jambs, 21" x 37", including grill, J finish, low E, exterior jambs

08 62 08 002340

Skylights, non venting, insulated, plexiglass dome with flush mount, 46" x 46" 9. Finishes

09 06 01 203000

Flooring demolition, wood, block, on end

09 06 01 203400

Flooring demolition, wood strip flooring, interior, 2-1/4" x 25/32" thick

09 54 26

Suspended Wood Ceiling primer, cap & base plate, bolts

09 64 1

3/8 inch (10 mm) thick, prefinished, solid hardwood strip flooring, Brazilian cherry

09 72 01 003000

SP1.00

Wall Coverings, vinyl, fabric-backed, lightweight type 1 (1215 oz./S.Y.), incl. sizing

SPECIFICATIONS: CSI DESIGNATED MATERIAL ANNOTATION LEGEND

ACTION UPTOWN: 2030 OUTREACH

Itemcode 09 91 01 001000

ARC48_550

Description

Paints & Coatings, cabinets & casework, primer coat, oilbase, brushwork

09 91 09 200200

Paints & coatings, walls & ceilings, interior, concrete, drywall or plaster, latex paint, primer or sealer coat, smooth finish, brushwork 10. Specialties

10 21 08 000100

Wall louvers, aluminum, with screen, residential, fixed, 12" x 12"

10 81 01 006400

Toilet Accessories, towel bar, stainless steel, 18" long

10 81 01 007500

Toilet Accessories, tumbler holder, soap, tumbler & toothbrush

10 82 04 000020

Medicine cabinets, with mirror, stainless steel frame, unlighted, 16" x 22" 11. Equipment

11 45 45 000020

Cooking range, residential appliances, free standing, 1 oven, 30" wide, minimum

11 45 45 003100

Dishwasher, built-in, energy-star qualified, minimum

11 45 45 003300 Garbage disposal, residential appliances, sink type, minimum

11 45 45 004150

Range hood, residential appliances, vented, min, 2 speed, 30" wide, minimum

11 45 45 005500

Refrigerator, residential appliances, no frost, 10 to 12 C.F., minimum

11 45 45 006750

Washing machine, energy star, front loading, minimum 12. Furnishings

12 58 83

Custom residential furniture 15. Mechanical

15 05 53 000310

Boiler, electric, 150 thru 518 kW, selective demolition

15 05 53 002200

Furnace, electric, selective demolition

15 05 56 00 1101

Fixture, bathtub, cast iron, includes 10' piping

15 05 56 001301

Fixture, sink, single compartment

15 05 56 001400

Fixture, water closet, floor mounted, includes 10' piping

SPECIFICATIONS: CSI DESIGNATED MATERIAL ANNOTATION LEGEND

SP1.01

Itemcode

Description

15 41 03 000150

Faucets/fittings, bath, faucets, diverter spout combination, soldered

15 41 02 003100

Carriers/supports, lavatory, concealed arm, floor mounted, single, high backed fixture

15 48 02 001060

Water heater, residential, electric, glass lined tank, double element, 5 year, 30 gallon

15 41 86 002100

Sink, kitchen, counter top style, porcelain enamel on cast iron, single bowl, 31" x 22", includes faucet and drain

15 73 08 400200

Self-contained single package A.C., air cooled, for free blow or duct, constant volume, 3 ton cooling, excludes remote condenser

SP1.00

SPECIFICATIONS: CSI DESIGNATED MATERIAL ANNOTATION LEGEND

ACTION UPTOWN: 2030 OUTREACH

SPECIFICATIONS: CSI DESIGNATED MATERIAL ANNOTATION LEGEND

ARC48_550

SP1.01

Collaborating Entities General Condidtions Contract Explained

1 C i t y

AIA 201

B101

A101

Pittsburgh Action Housing Uptown Community

All entities involved must agree upon the General Conditions contract AIA 201, a legally binding document between the owner, architectural consultant and contractor

Standard Form of Agreement Between Owner and Architect

B 1 0 1

Client/Owner

A 1 0 1

Standard Form of Agreement Between Owner and Contractor

The Owner, or the ownerâ&#x20AC;&#x2122;s autho-

Architects/ Designers

rized representative will be responsible to secure and pay for necessary approvals, easements, assessments and charges requiredfor construction as well as surveys describing physical characteristics, legal limitations and utility locations for the site of the Project. if, At any point of the project, the contractor fails to carryout work in accordance with the contract, the owner will have the right to stop work as well as to carry out the work.

The Architect Designs and is responsible in the generation of drawings and specifications necessary for the execution of the project through instruments of service

IMP1.00

IMPLEMENTATION DOCUMENTATION: LOGISTICS

Contractor

The Contractor builds, is responsible for the execution of work through the use of the instruments of service produced by the architect

ACTION UPTOWN: 2030 OUTREACH

ARC48_550

Ca 1.04

Owners will meet with 5 agencies/ department to get their project approved D P W

City Planning Zoning Office P W S A

Pittsburgh Water and Sewage Authority

Zoning Staff review development applications to ensure they meet zoning requirements

Department of Public Works

DPW evaluates project as they relate to public right-of-ways

PWSA reviews requests for â&#x20AC;&#x153;tap-insâ&#x20AC;? to water and sewerage lines particularily in implementation of greywater system

A C H D

Allegheny County Health Department

B B I

Bureau of Building Inspection

ACHD issues permits for plumbing/water use, construction waste diposal and asbestos removal

3 Pittsburgh Home Ownership Program 5.99% Rate

provides fixed, low interest, 30 year mortgage loans for low to moderate income home buyers. URA offers a down payment and closing cost assistance grant up to $3,000 with a low down payment requirement of 3.5% applicants must meet the income limits of $75,600 per household (1-2 persons) & qualify for the mortgage with verfified income, credit, and employment information

U R A

Urban Redevelopment Authority

More Information found in: http://www.ura.org/pittsburgh_residents/factsheets/PHOP_9-11.pdf

Second Mortgage Financing Interest free, deferred second mortgage financing is available to help purchase a newly constructed or rehabilitated single family home through the Neighborhood Housing Program and the Housing Recovery Program-Developer. This program is only available for the purchase of a URA-sponsored single family home More Information found in: http://www.ura.org/pittsburgh_residents/factsheets/SecondMortgageApplication-Steps.pdf

T R F

TRF Capital Sustainable Energy Financing

provides favorable financing for new LEED-certified residential construction, energy-efficient renovations of residential properties, renewable energy projects, and energy-efficient retrofits and equipment upgrades More Information found in: http://www.trfund.com/financing/energy/energy-guidelines.html

IMPLEMENTATION DOCUMENTATION: LOGISTICS

IMP1.01

Contributing Cost Factors Construction elements

System/ Element

Foundation

Superstructure

Exterior Closure

Principle Variable

Footprint Area at Grade

Area of Supported Floor and Roof

Area of Exterior Closure

Area of Roof

Number Of Flights

Gross Floor Area

soil conditions

Number of Stories

Roof Configuration and Type

Floor to Floor Heights

Floor To Ceiling Heights

site Configuration

Floor To Floor Height

Area and Type of Fenestration And Exterior Doors

Number and Types of Openings

Fire Regulations

Partition/ Wall Density

Secondary

Water Table

Variables

Weight Supported Soil Disposal

Building Configuration

Thermal and Insulation Requirements

Roofing

Thermal and Sound Insulation Requirements

Staircases

Staircase Type

Interior Construction

Flexibility Required

Extent of Glazing

Span and Bay Sizes Roof Type and Openings Mechanical Electrical Plumbing Integration

Contributing cost factors of the construction for the building’s system elements. These elements are variables and secondary variables in its cost elements are also considered in the building’s and Soft costs analysis can be found in the later

Type of Cladding System

IMP1.02

IMPLEMENTATION DOCUMENTATION: LOGISTICS

ACTION UPTOWN: 2030 OUTREACH

ARC48_550

Interior Finishes

Conveying

plumbing

HVAC

Fire Protection

Gross Floor Area

Number of Stories

Density of Fixtures

Heating And Cooling Load

Area Protected

Connected Load

Number of Stories and Story Height

Building Area

Time For Construction

Number of Stories

Temporary Utility Availability

Paved Areas

Building Occupancy

Site Access and Storage

Special Features

Standby Requirements

Bonding and Insurance Requirements

Demolition Required

Capacity and Speed Required Area of Enclosed and Finished Spaces

Type of Ceiling Special Finish Requirements

Type of Drive System Number of Stories Building Occupancy

Number of Stories Story Heights Roof Area Building Configuration Special System Requirements

this project are categorized into then subcategorized into principle assessement. In addition, indirect total costs analysis. Detailed Hard parts of this booklet.

Building Area and Volume

Fire and Insurance Regulations

Building Configuration

Story Heights Thermal Insulation Provided Heat Loss and Gain Local Climate

Internal Configuration

Electrical

General Conditions

Value of Construction

Interest Rates

Lighting Levels Power Supply and Distribution Systems

Market Conditions

IMPLEMENTATION DOCUMENTATION: LOGISTICS

Sitework

Development Area Of Site

Site Configuartion and Levels

Exterior Lighting and Utilitiies Extent of Landscaping

IMP1.03

Major Works Overview days est.

General Preliminary Phase I

General Preliminary Phase II

Demolition & Initial Sitework

Foundation Footings Inspection Pre-Design Phase

Procurement (Bidding and Negotiation phase)

Demolish 2nd & 1st level walls Schematic Design Phase

Permits & Site Clearing

Design Development Phase

Construction Materials Arrival on Site

Construction Documents Phase

IMP2.00

Demolish 2nd & 1st Level Flooring

Replace/match Exterior Wall Surfaces

These are the phases of work necessary for this project to be completed. They have been divided into 5 major categories of works where certain tasks can be overlapped to facilitate completeion time. the estimated completion time is 8 to 10 months

IMPLEMENTATION DOCUMENTATION: CRITICAL PATH ANALYSIS

ACTION UPTOWN: 2030 OUTREACH

End of Construction

Construction & Renovation

Greywater System Implementation

ARC48_550

Final Inspection

Install Walls, Floors, & Roofs

Roofing

Punch List (end tasks)

Window Systems

Rough-in ductwork, Plumbing, & Electrical

Clean up

Install Drywall

Finish Painting

est.

to completion

Flooring

Landscaping

IMPLEMENTATION DOCUMENTATION: CRITICAL PATH ANALYSIS

IMP2.01

Detailed Programming Days:

Start

2 3

4 5

Pre-Design Phase Schematic Design Phase Design Development Phase Construction Documents Phase Procurement (Bidding & Negotiation Phase) Notice to proceed and Contract Agreement Submit Bond and Insurance Documents Prepare and Submit Project Schedule Prepare and Submit Values Obtain Building Permits Obtain Electrical Permit Obtain HVAC Permit Obtain Demolition Permit Inspection for Safety Certificate Submit Preliminary Shop Drawings Submit Monthly requests for Payment Submit Drawings & Order Long Lead Items - Wood/Brick Submit Drawings & Order Long Lead Items - Roofing Submit Drawings & Order Long Lead Items - Plumbing Submit Drawings & Order Long Lead Items -Electric Submit Drawings & Order Long Lead Items - HVAC Detailing, Fabricate and Deliver Foundation & Footings Inspection Implementation of Grey Water System Demolish Second Level Flooring Demolish Second Level Interior Walls Demolish First Level Flooring Demolish First Level Interior Walls Replace, Match and Replace Exterior Wall Surfaces Install First Level Floors Install First Level Interior Walls Install Second Level Floors Install Second Level Interior Walls Install Roof Install Window Systems Rough-in Ductwork, Plumbing, and Electrical Install Heatpumps Venting Panelboards Telephone, Security and Electrical Wiring Close-in Inspection Drywall Installation Finish Painting Finish Carpentry Flooring Plumbing, Heating, and Electrical Finish Work Install Appliances, Toilets, sinks and Faucets Install Light Fixtures, Switches, Outlets, and Cover Plates Install Thermostats and Diffusors Walks and Landscaping Final Inspection Punchlist Conclude Works & Clean up Finish Weeks:

100

105

110

115

120

125

130

Times (in Days) Time Distribution:

ID 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450 460 470 480 490 500 510 520 530 540 550

IMP2.02

Task Name Start Pre-Design Phase Schematic Design Phase Design Development Phase Construction Documents Phase Procurement (Bidding & Negotiation Phase) Notice to proceed and Contract Agreement Submit Bond and Insurance Documents Prepare and Submit Project Schedule Prepare and Submit Values Obtain Building Permits Obtain Electrical Permit Obtain HVAC Permit Obtain Demolition Permit Inspection for Safety Certificate Submit Preliminary Shop Drawings Submit Monthly requests for Payment Submit Drawings & Order Long Lead Items - Wood/Brick Submit Drawings & Order Long Lead Items - Roofing Submit Drawings & Order Long Lead Items - Plumbing Submit Drawings & Order Long Lead Items -Electric Submit Drawings & Order Long Lead Items - HVAC Detailing, Fabricate and Deliver Foundation & Footings Inspection Implementation of Grey Water System Demolish Second Level Flooring Demolish Second Level Interior Walls Demolish First Level Flooring Demolish First Level Interior Walls Replace, Match and Replace Exterior Wall Surfaces Install First Level Floors Install First Level Interior Walls Install Second Level Floors Install Second Level Interior Walls Install Roof Install Window Systems Rough-in Ductwork, Plumbing, and Electrical Install Heatpumps Venting Panelboards Telephone, Security and Electrical Wiring Close-in Inspection Drywall Installation Finish Painting Finish Carpentry Flooring Plumbing, Heating, and Electrical Finish Work Install Appliances, Toilets, sinks and Faucets Install Light Fixtures, Switches, Outlets, and Cover Plates Install Thermostats and Diffusors Walks and Landscaping Final Inspection Punchlist Conclude Works & Clean up Finish

Predecessors

(Enter one ID per cell)

10 20 20 40 50 60 70 70 80 70 70 70 70 110 90 160 160 180 180 180 180 210 150 110 110 260 270 270 240 290 310 310 330 340 330 340 370 370 370 370 410 420 430 440 450 450 460 460 460 490 500 520 520 540

90 100

110

190 190 190 220 150 240 190

340 350

IMPLEMENTATION DOCUMENTATION: CRITICAL PATH ANALYSIS

Triangular

(min)

(most (mo m st like mo likely) k ly) ke

(max)

Duration

3 5 6 12 6 24 10 10 4 5 5 5 5 5 10 10 7 7 5 5 5 10 3 15 7 10 7 7 5 7 10 5 7 10 7 5 2 2 5 5 3 12 5 4 12 5 2 5 2 3 2 3 2

5 7 10 15 10 30 14 14 6 10 10 10 10 10 15 14 10 10 7 7 7 15 5 20 10 12 9 9 10 10 12 7 10 15 10 10 3 3 7 7 5 15 7 5 14 7 5 7 5 5 3 4 3

5 7 14 24 14 50 16 16 10 15 15 15 15 15 20 20 15 15 8 10 10 20 7 25 12 15 10 10 15 15 15 12 12 20 15 15 5 5 10 10 7 24 10 7 20 10 7 10 7 9 4 5 4

0.00 4.33 6.33 10.00 17.00 10.00 34.67 13.33 13.33 6.67 10.00 10.00 10.00 10.00 10.00 15.00 14.67 10.67 10.67 6.67 7.33 7.33 15.00 5.00 20.00 9.67 12.33 8.67 8.67 10.00 10.67 12.33 8.00 9.67 15.00 10.67 10.00 3.33 3.33 7.33 7.33 5.00 17.00 7.33 5.33 15.33 7.33 4.67 7.33 4.67 5.67 3.00 4.00 3.00 0.00

(exp. time)

0.00 0.00 4.33 4.33 14.33 31.33 41.33 76.00 76.00 89.33 96.00 76.00 76.00 76.00 106.00 106.00 121.00 121.00 131.67 142.33 142.33 142.33 149.67 116.00 116.00 142.33 152.00 164.33 164.33 121.00 173.00 183.67 183.67 191.67 201.33 216.33 201.33 211.33 211.33 211.33 211.33 218.67 223.67 240.67 248.00 253.33 253.33 268.67 268.67 268.67 276.00 273.33 276.33 276.33 279.33

0.00 4.33 10.67 14.33 31.33 41.33 76.00 89.33 89.33 96.00 106.00 86.00 86.00 86.00 116.00 121.00 135.67 131.67 142.33 149.00 149.67 149.67 164.67 121.00 136.00 152.00 164.33 173.00 173.00 131.00 183.67 196.00 191.67 201.33 216.33 227.00 211.33 214.67 214.67 218.67 218.67 223.67 240.67 248.00 253.33 268.67 260.67 273.33 276.00 273.33 281.67 276.33 280.33 279.33 279.33

(M)

Mo The most complete thing pro may not b

(ES)

E The ES i predeces first ta

ACTION UPTOWN: 2030 OUTREACH

140

145

150

155

160

165

170

175

180

185

190

195

200

205

210

215

220

225

230

235

240

245

250

Critical

255

260

265

270

275

280

285

ARC48_550

290

295

300

Flexible

3 4

5 27

ost Likely Time : likely time required to the task, assuming everyoceeds as normaL as Trades be on site everyday

Early Start Time: is the maximum EF of all ssors, except for the ask where the ES=0

General Preliminary Phase I

(O)Optimistic Time : The minimum time required to complete the task. Assumes that everything proceeds faster than normal

(P)Pessimistic Time : The maximum time required to complete the task. Assumes that everything proceeds Slower than normal or unexpected issues occur

(EF)

(LS) Late Start Time: The LS time is calculated as the LF time minus the duration (LS=LF-Duration)

Early Finish Time: The EF time is the ES time plus the duration (EF=ES+Duration)

General Preliminary Phase II

End of Construction

Demolition & Initial Sitework

(LF) Late Finish Time: The LF time is the minimum LS of all the successors, except for the last task where LF equals EF

Construction & Renovation

IMPLEMENTATION DOCUMENTATION: CRITICAL PATH ANALYSIS

IMP2.03

Materials & Assemblies Costs Data from RS Means Assembly Costs 2012

1 Itemcode

Description

Quantity Unit

Material Unit Cost

Labor Cost

Equipment

Ext. Total O&P

540.96

90.28

1,004.76

$4,200.00

1.71

783.60

913.00

1.93

880.88

28.18

624.10

102.35

1,259.37

6.56

717.16

13.57

623.12

5,477.16

5,735.30

Subsurface investigation, boring and exploratory drilling, initial field stake out & determination of elevations, for borings Public Storm Utility Drainage Piping, non-reinforced concrete pipe,extra strength, B&S or T&G joints, 8" diameter, excludes excavation or backfill

L.F.

$ 7.69

Underground sprinklers irrigation system, for lawns, residential system, custom, 1" supply

S.F.

$ 0.36

$1,411.20

028205101020

Wood fences & gates, picket fence, gothic, pressure treated pine, 3 rail, 4' high, includes post and post hole

L.F.

$ 6.85

028205101040 029057250300 029057250012 029204000300

Wood fences & gates, picket fence, gothic, pressure treated pine, gate, 3'-6" wide, includes post and post hole

Ea.

$58.05

Plant and bulb transplanting, moving trees on site, 36" ball

Ea.

686.23

Plant and bulb transplanting, moving shrubs on site, 12" ball

Ea.

523.56

$297.36

376.21

022101200020 026305301020 028103000800

Sodding, bluegrass sod, on level ground, 1000 S.F.

Day

M.S.F.

420.00 232.36

2 060521100110 060521102958 060521103172 90601203000 90601203400 080601100200

Selective Demolition, Wood Framing, timber connector, medium, nailed

050906000100 05400 05400 05400 05400 051202601500 049107200300 061105051000 061105650250 061506000702 09641 061105900170 061209000100 097201003000 06073 06073

Rivet, aluminum rivet & mandrel, 1/2" grip length x 1/8" dia

099109200200 099101001000

086208002340 061506000702

Ea.

2890

Selective Demolition, Wood Framing, beams, 2" x 6"

L.F.

2890

Selective Demolition, Wood Framing, blocking, 2" x 6", in 16" O.C. wall framing

L.F.

2890

5,831.60

Flooring demolition, wood, block, on end

S.F.

3360

6,632.00

Flooring demolition, wood strip flooring, interior, 2-1/4" x 25/32" thick

S.F.

3360

6,932.00

Ea.

73.92

276.24

4,033.23

6,093.23

6,628.25

8,119.05

2,774.58

5,860.00

7,900.64

1,051.22

Door demolition, exterior door, single, 3' x 7' high, 1-3/4" thick, remove

$ 7.19

763.65

Galvanized steel angle stock for miscellaneous attachment of framing components, 3 5/8"

Ea.

$11.69

$ 2509.60

Galvanized steel angle stock for miscellaneous attachment of framing components, 8"

Ea.

$13.58

$ 2508.60

Galvanized steel angle stock for miscellaneous attachment of framing components, 6"

Ea.

$12.82

$ 2508.60

Galvanized steel angle stock for miscellaneous attachment of framing components, 4"

Ea.

$11.95

$ 2508.60

Lb.

$ 1.24

$1,018.00

S.F.

$ 0.53

$ 3509.64

Column, structural, 3" to 5" dia, extra strong pipe, incl shop primer, cap & base plate, bolts Pointing masonry, tuck, cut and re-point, hard mortar, running bond

0.10 -

Beam and girder framing, single, 2" x 6"

L.F.

$ 0.62

$ 1840.22

Wood framing, sleepers, on concrete, treated, 2" x 6"

L.F.

$ 0.73

$ 3612.36

Wood roof decking, douglas fir, 3" thick

S.F.

$ 3.41

$ 2394.10

3/8 inch (10 mm) thick, prefinished, solid hardwood strip flooring, Brazilian cherry

S.F.

$ 3.09

Wall framing, door buck, king studs, jack studs, header and accessories, 2" x 6" wall, 3' wide, 8' high

3560.32

5,614.80

4,249.10

13,878.00

3,757.03

Ea.

$23.80

$ 1528.80

Structural insulated panels, 7/16" OSB both faces, EPS insulation, 3-5/8" thick

S.F.

$ 3.24

$ 1288.20

Wall Coverings, vinyl, fabric-backed, lightweight type 1 (12-15 oz./S.Y.), incl. sizing

S.F.

$ 0.90

$ 526.33

1,327.96

Custom Fabricated Exterior Fire-Retardant Treated IPE Wood Slats

L.F.

$ 9.99

$ 9621.60

32,500.00

Custom Fabricated Interior Fire-Retardant Treated IPE Wood Slats Paints & coatings, walls & ceilings, interior, concrete, drywall or plaster, latex paint, primer or sealer coat, smooth finish, brushwork

L.F.

$ 9.99

$ 9621.60

29,012.00

S.F.

$ 0.07

$ 1222.20

1,296.20

Paints & Coatings, cabinets & casework, primer coat, oilbase, brushwork

S.F.

$ 0.07

$ 1222.20

1,470.20

Ea.

$575.1

$ 1071.35

823.94

S.F.

$ 3.41

$ 2394.10

263.23

Skylights, non venting, insulated, plexiglass dome with flush mount, 46" x 46" Wood roof decking, douglas fir, 3" thick

0.35

3,224.40

5 082107204420 082107202520 082609000450 085602000102

108204000020 102108000100 114545000020 114545003100 114545003300 114545004150 114545005500 114545006750 108101006400 108101007500

532.02

Doors, prehung, exterior, metal face, insulated, flush, 2'-8" x 6'-8", incl. jamb, brickmold and threshold

Ea.

$294.22

534.22

678.57

Doors, glass, sliding, aluminum, economy, 5/8" tempered insul. glass, 6'-0" x 6'-8" Windows, vinyl double hung, grids, low E, J fin, exterior jambs, 21" x 37", including grill, J finish, low E, exterior jambs

Ea.

$916.86

535.79

1,431.78

Ea.

$209.81

329.73

580.84

358.95

Doors, prehung, interior, passage, luan, flush, solid core, 4-5/8" solid jamb, 1-3/8" x 6'-8" x 2'-8" wide

Ea.

$191.66

622.05

Medicine cabinets, with mirror, stainless steel frame, unlighted, 16" x 22"

Ea.

$79.87

18.90

Wall louvers, aluminum, with screen, residential, fixed, 12" x 12"

Ea.

$15.36

52.50

81.07

Cooking range, residential appliances, free standing, 1 oven, 30" wide, minimum

Ea.

$414.72

39.09

521.55

Dishwasher, built-in, energy-star qualified, minimum

Ea.

$84.99

95.85

556.80

Garbage disposal, residential appliances, sink type, minimum

Ea.

$84.99

38.56

156.37

Range hood, residential appliances, vented, min, 2 speed, 30" wide, minimum

Ea.

$58.88

67.47

Refrigerator, residential appliances, no frost, 10 to 12 C.F., minimum

Ea.

$435.2

39.09

176.97

Washing machine, energy star, front loading, minimum

Ea.

$563.2

102.82

547.15

Toilet Accessories, towel bar, stainless steel, 18" long

Ea.

$40.45

59.40

793.86

Toilet Accessories, tumbler holder, soap, tumbler & toothbrush

Ea.

$19.71

59.40

191.46

108.84

IMP3.00

IMPLEMENTATION DOCUMENTATION: HARD COST ANALYSIS

ARC48_550 ARC4

ACTION UPTOWN: ACTION 2030 UPTOWN: OUTREACH 2030 OUTREACH

064306201710 064306200600 064306400500 150553000310 150553002200 150556001101 150556001301 150556001400 154103000150 154102003100 154802001060 154186002100 Total O&P

157308400200

Prefabricated wood stairs, basement stairs, pine treads, pine risers, up to 14 risers, 3' wide

840.30

1,318.35

Prefabricated wood stairs, box stairs, pine treads for carpet, no handrails, up to 14 risers, 3'-0" wide

Riser

$65.51

840.30

3,288.16

Wood stair parts, railings, oak, average

L.F.

Riser

$13.76

$65.51

143.69

1,873.16

Boiler, electric, 150 thru 518 kW, selective demolition

Ea.

804.20

3,323.68

Furnace, electric, selective demolition

Ea.

314.69

1,732.45

Fixture, bathtub, cast iron, includes 10' piping

Ea.

45.45

567.53

Fixture, sink, single compartment,

Ea.

59.40

93.02

Fixture, water closet, floor mounted, includes 10' piping

Ea.

35.96

118.88

Faucets/fittings, bath, faucets, diverter spout combination, soldered

Ea.

$86.41

35.96

487.05

Carriers/supports, lavatory, concealed arm, floor mounted, single, high backed fixture

Ea.

$424.58

47.95

1,786.92

Water heater, residential, electric, glass lined tank, double element, 5 year, 30 gallon Sink, kitchen, counter top style, porcelain enamel on cast iron, single bowl, 31" x 22", includes faucet and drain Self-contained single package A.C., air cooled, for free blow or duct, constant volume, 3 ton cooling, excludes remote condenser

Ea.

$574.43

130.87

950.15

Ea.

$524.48

92.41

827.28

Ea.

$3638.33

540.07

6,891.81

$207,632.05

$62, 289.61

$269,921.67

Data from RS Means Costs based on average Labor Rates 2011 Abbreviation Trade Skwk Skilled Workers Average (35 Trades) Helpers Average (5 Trades) Foreman Average, Inside ($.50 over trade) Foreman Average,Outside ($2.00 over trade) Clab Common Building Laborers Asbe Asbestos/ Insulation Workers/ Pipe Coverers Bric Bricklayers Brhe Bricklayer Helpers Carp Carpenters Elec Electricians Cefi Cement Finishes Pord Painters, Ordinary Psst Painters, Structural Steel Plas Plasterers Plah Plasterer Helpers Plum Plumbers Rofc Roofers, Composition Rots Roofers, Tile & Slate Rohe Roofers, Helpers ( Composition) Shee Sheet Metal Workers Spri Sprinkler Installers Stpi SteamďŹ tters or PipeďŹ tters Ston Stone Masons Sswk Structural Steel Workers Tilf Tile Layers Tilh Tile Layers Helpers Trlt Truck Drivers, Light Trhv Truck Drivers, Heavy Sswl Welders, Structural Steel

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

Base Rate Incl. Fringes Hourly Daily 31.15 $ 249.20 22.90 $ 183.20 31.65 $ 253.20 33.15 $ 265.20 22.80 $ 182.40 32.25 $ 258.00 30.85 $ 246.80 24.90 $ 199.20 30.85 $ 246.80 276.40 34.55 $ 29.65 $ 237.20 27.15 $ 217.20 27.90 $ 223.20 28.25 $ 226.00 200.40 25.05 $ 36.05 $ 288.40 25.80 $ 206.40 25.90 $ 207.20 19.20 $ 153.60 34.40 $ 275.20 35.65 $ 285.20 36.75 $ 294.00 30.15 $ 241.20 33.05 $ 264.40 28.55 $ 228.40 22.45 $ 179.60 24.40 $ 195.20 25.05 $ 200.40 33.05 $ 264.40

Rate with Overhead & Profit

Worker's Comp. Ins. % 13.7 14.9 13.7 13.7 15 11.9 12.1 12.1 15 5.6 8.2 10.7 42.2 10.8 10.8 6.9 28.8 28.8 28.8 8.5 7 6.9 12.1 36.9 8 8 12.8 12.8 36.9

Hourly $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

IMPLEMENTATION DOCUMENTATION: HARD COST ANALYSIS

Daily 52.50 38.45 53.35 55.90 38.30 54.75 50.90 41.10 51.80 56.50 47.75 44.40 54.45 46.25 41.00 59.40 46.90 47.05 34.90 57.25 58.80 60.55 49.75 63.70 45.95 36.10 40.45 41.50 63.70

$ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $

IMP3.01

420.00 307.60 426.80 447.20 306.40 438.00 407.20 328.80 414.40 452.00 382.00 355.20 435.60 370.00 328.00 475.00 375.20 376.40 279.20 458.00 470.40 484.40 398.00 509.60 367.60 288.80 323.60 332.00 509.60

Indirect & Overhead Costs Data from RS Means Assembly Costs 2012

AIA 201

1 Item Code General Requirement

Quantity UM

Total Unit Cost

Contract Writing

Per Job

750.00

Initial Consultations

Per Job

250.00

2 Item Code General Requirement 01 31 01

Quantity UM

Total Unit Cost

Electrical Permit

Per Job

88.00

Building Permit

Per Job

262.00

HVAC Permit

Per Job

64.00

Demolition Permit

Per Job

80.00

Inspection for Safety Certificate

Per Job

30.00

3 Item Code General Requirement workers' compensation & employer's liability 01 31 03

Quantity UM

Total Unit Cost

Bare Labor % Per Job

0.25%

4 Item Code General Requirement 01 54 07 scaffolding, steel tube, regular, no plank, labor only to erect & dismantle

01 10 72

Quantity UM

Total Unit Cost

Building Exterior, Wall Face, 6'-4" x 5' frames, 1 to 5 stories

C.S.F.

275.00

Building Interior, Floor Area, 6'-4" x 5' frames, over 30' high

C.S.F.

121.00

5 01 10 72

% Per Job

10%

5.07%

$42, 686.88 $269,921.67

$312,608.55

Item Code General Requirement

Quantity UM

Architectural Design Fees

% Per Job

Subcontractors

% Per Job

Total Unit Cost 10% factored into design fees

$343,869.41

IMP4.00

IMPLEMENTATION DOCUMENTATION: SOFT COST ANALYSIS

ACTION UPTOWN: 2030 OUTREACH Monthly Spending

Yearly Spending

$287

$3,452

ARC48_550

Housing & Utilities

Monthly Income

Food & Groceries

$440.25

$5,283

$256.25

$3,075

$338

$4,056

$205.50

$2,466

$182.25

$2,187

Transportation

Health Care

$3096.75

Monthly Spending -

$1,709.92

= Monthly Balance $1,386.83

Other Necessities

? Taxes

total

$1,709.92

$20,519

*Data based on 3-Person Household; Median Income of $37,161

Price of Home:

$343,869

Downpayment:

$1,500

Interest Rate:

3.25 %

Downpayment:

$3,500

Yearly Property Taxes: Yearly Homeownerâ&#x20AC;&#x2122;s Insurance :

$2,764 $481

Principal & Interest:

$1,490

Taxes & Insurance:

$270.5

PMI:

$80 $1,840.43

IMPLEMENTATION DOCUMENTATION: SOFT COST ANALYSIS

IMP4.01