Project Daylight full

Project DaylightCentral Lawrenceville, Pittsburgh

Project Scope Definition22 October 2010

Ellen Chou, Anna Hong, Jiwon Hur, Alexandra Legrady, Eric Smith

INDEXINDEXGENERAL USE STIPULATIONSPROJECT NARRATIVEPROJECT SCOPE: BROAD DEMOGRAPHIC CHARACTERISTICSPROJECT SCOPE: BROAD DEMOGRAPHIC CHARACTERISTICSPROJECT SCOPE: BROAD DEMOGRAPHIC CHARACTERISTICSPROJECT SCOPE: BROAD DEMOGRAPHIC CHARACTERISTICSPROJECT SCOPE: BROAD DEMOGRAPHIC CHARACTERISTICSPROJECT SCOPE: BROAD DEMOGRAPHIC CHARACTERISTICSPROJECT SCOPE: SUN/SHADOW DATAPROJECT SCOPE: TOPOGRAPHICAL DATAPROJECT SCOPE: WIND DATAPROJECT SCOPE: ENVIRONMENTAL DATAPROJECT SCOPE: HOUSING LOCATIONPROJECT SCOPE: HOUSING LOCATIONPROJECT SCOPE: HOUSING LOCATIONPROJECT SCOPE: HOUSING LOCATIONPROJECT SCOPE: LAND USE AND ZONING REQUIREMENTSPROJECT SCOPE: LAND USE AND ZONING REQUIREMENTSPROJECT SCOPE: SITE UTILIZATIONPROJECT SCOPE: SITE UTILIZATION PROJECT SCOPE: SITE UTILIZATIONPROJECT SCOPE: SITE UTILIZATIONPROJECT SCOPE: LAND USE / SITE UTILIZATION DEVIATIONPROJECT SCOPE: LAND USE / SITE UTILIZATION DEVIATIONPROJECT SCOPE: HOUSING CONDITIONPROJECT SCOPE: HOUSING CONDITIONPROJECT SCOPE: HOUSING CONDITIONPROJECT SCOPE: HOUSING CONDITIONPROJECT SCOPE: MATERIALS AND CONSTRUCTIONPROJECT SCOPE: MATERIALS AND CONSTRUCTIONPROJECT SCOPE: MATERIALS AND CONSTRUCTIONPROJECT SCOPE: HEATING AND COOLING SYSTEMSPROJECT SCOPE: TYPOLOGY CASE STUDY BUILDINGPROJECT SCOPE: TYPOLOGY CASE STUDY BUILDING - AXONOMETRICPROJECT SCOPE: TYPOLOGY CASE STUDY BUILDING - ELEVATIONPROJECT SCOPE: TYPOLOGY CASE STUDY BUILDING - ELEVATIONPROJECT SCOPE: TYPOLOGY CASE STUDY BUILDING - PLANPROJECT SCOPE: TYPOLOGY CASE STUDY BUILDING - PLANPROJECT SCOPE: TYPOLOGY CASE STUDY BUILDING - SECTIONCODE ANALYSISCODE ANALYSISCODE ANALYSISCODE ANALYSISCODE ANALYSIS: PROPORTION STUDYSPECIFICATIONS: CSI DESIGNATED MATERIAL ANNOTATION LEGENDSPECIFICATIONS: CSI DESIGNATED MATERIAL ANNOTATION LEGENDSPECIFICATIONS: CSI DESIGNATED MATERIAL ANNOTATION LEGENDSITE CONTEXT: EXISTING ASSETS AND LIABILITIESSITE CONTEXT: SUN STUDIESSITE CONTEXT: GENERAL SITE MODIFICATIONSSITE CONTEXT: GENERAL SITE MODIFICATIONSSITE CONTEXT: GENERAL SITE MODIFICATIONSSITE CONTEXT: GENERAL SITE MODIFICATIONSSITE CONTEXT: GENERAL SITE MODIFICATIONSSELECTIVE DEMOLITION: DIAGRAMSSELECTIVE DEMOLITION: DIAGRAMSADAPTIVE TRANSFORMATION: INDEXADAPTIVE TRANSFORMATION: EXTERIOR PERSPECTIVEADAPTIVE TRANSFORMATION: EXTERIOR PERSPECTIVEADAPTIVE TRANSFORMATION: FIRST FLOOR PLANADAPTIVE TRANSFORMATION: FIRST FLOOR PLANADAPTIVE TRANSFORMATION: SECOND FLOOR PLANADAPTIVE TRANSFORMATION: SECOND FLOOR PLANADAPTIVE TRANSFORMATION: FIRST FLOOR REFLECTED CEILING PLANADAPTIVE TRANSFORMATION: FIRST FLOOR REFLECTED CEILING PLANADAPTIVE TRANSFORMATION: ENLARGED FIRST FLOOR PLANADAPTIVE TRANSFORMATION: ENLARGED FIRST FLOOR PLANADAPTIVE TRANSFORMATION: SECTION WESTADAPTIVE TRANSFORMATION: SECTION WEST

IN1.00IN1.01IN1.02

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IN1.00 INDEX

ADAPTIVE TRANSFORMATION: ENLARGED SECTION WESTADAPTIVE TRANSFORMATION: ENLARGED CROSS SECTIONADAPTIVE TRANSFORMATION: SOUTH ELEVATIONADAPTIVE TRANSFORMATION: SOUTH ELEVATIONADAPTIVE TRANSFORMATION: EAST ELEVATIONADAPTIVE TRANSFORMATION: EAST ELEVATIONADAPTIVE TRANSFORMATION: WEST ELEVATIONADAPTIVE TRANSFORMATION: WEST ELEVATIONADAPTIVE TRANSFORMATION: PERSPECTIVE SECTIONADAPTIVE TRANSFORMATION: PERSPECTIVE SECTIONADAPTIVE TRANSFORMATION: AXONOMETRIC SECTIONADAPTIVE TRANSFORMATION: AXONOMETRIC SECTIONADAPTIVE TRANSFORMATION: PLAN DETAIL 1ADAPTIVE TRANSFORMATION: PLAN DETAIL 2ADAPTIVE TRANSFORMATION: PLAN DETAIL 3ADAPTIVE TRANSFORMATION: PLAN DETAIL 4ADAPTIVE TRANSFORMATION: SECTION DETAIL 1ADAPTIVE TRANSFORMATION: SECTION DETAIL 2ADAPTIVE TRANSFORMATION: SECTION DETAIL 3ADAPTIVE TRANSFORMATION: SECTION DETAIL 4ADAPTIVE TRANSFORMATION: SECTION DETAIL 5ADAPTIVE TRANSFORMATION: SECTION DETAIL 6ADAPTIVE TRANSFORMATION: WINDOW DIAGRAMASSEMBLY SEQUENCE: PICTORIAL DEPICTION OF STAGED IMPLICATIONASSEMBLY SEQUENCE: PICTORIAL DEPICTION OF STAGED IMPLICATION ASSEMBLY SEQUENCE: PICTORIAL DEPICTION OF STAGED IMPLICATIONASSEMBLY SEQUENCE: PICTORIAL DEPICTION OF STAGED IMPLICATION ASSEMBLY SEQUENCE: PICTORIAL DEPICTION OF STAGED IMPLICATIONASSEMBLY SEQUENCE: PICTORIAL DEPICTION OF STAGED IMPLICATIONASSEMBLY SEQUENCE: PICTORIAL DEPICTION OF STAGED IMPLICATIONADAPTIVE TRANSFORMATION ORIENTATION MODIFICATIONADAPTIVE TRANSFORMATION ORIENTATION MODIFICATIONIMPLEMENTATION DOCUMENTATION: LOGISTICSIMPLEMENTATION DOCUMENTATION: LOGISTICS IMPLEMENTATION DOCUMENTATION: LOGISTICS IMPLEMENTATION DOCUMENTATION: LOGISTICS IMPLEMENTATION DOCUMENTATION: CRITICAL PATH ANALYSISIMPLEMENTATION DOCUMENTATION: CRITICAL PATH ANALYSISIMPLEMENTATION DOCUMENTATION: CRITICAL PATH ANALYSISIMPLEMENTATION DOCUMENTATION: CRITICAL PATH ANALYSISIMPLEMENTATION DOCUMENTATION: CRITICAL PATH ANALYSISIMPLEMENTATION DOCUMENTATION: CRITICAL PATH ANALYSISIMPLEMENTATION DOCUMENTATION: HARD COST ANALYSISIMPLEMENTATION DOCUMENTATION: PAYBACK ANALYSIS

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Pittsburgh Program for the Adaptive Transformation of Community Housing ARC48_550

INDEX IN1.01

IN1.02 GENERAL USE STIPULATIONS

GENERAL USE STIPULATIONS:

These documents are the copyrighted and intellectual property of Carnegie Mellon University Pittsburgh Program for the Adaptive Transformation of Community Housing and cannot be reproduced in whole or in part without permission.

No document may be taken out of the index without consideration for all other drawings in the set.

Drawings may not be scaled or modified. No change may be made without consultation of the architect.

The architect assumes no responsibility for misinterpretations, omissions, or errors on account of using incomplete or altered sets of documents that have not been approved.

PROJECT DAYLIGHTProject Daylight is a design modification that can be applied to an existing housing typology in Lawrenceville. This transformation, although shown for a specific home can be adapted to any mason’s row house to improve daylighting in the home and minimize utility costs by taking advantage of passive strategies. The implementation strategies presented are designed to provide an affordable path to the realization of renovation that can impact and revitalize the Lawrenceville area.

LAWRENCEVILLEThe Central Lawrenceville neighborhood is one of Pittsburgh’s most diverse districts. The population reflects multiple income levels, ages, races, and family structures. The built environment itself is equally dynamic with industrial areas directly next to single family houses, row homes, apartment buildings, and commercial streets. As with much of the city, the neighborhood suffered from a rapid exodus of population in the last fifty years. However, the city has recently marked it as a “hip” destination for artists and young professionals, reflected by the revitalization of Butler Street businesses and new influx of people.

HOUSING TYPOLOGYThe common features of this mason’s row type include two story constructions with an attic typically defined by a single center dormer facing the street façade. On the other floors, three bays are defined by equally spaced windows that face the street. Many have been modified over the years. Common modifications found in Lawrenceville include an addition in the rear of one or two stories, and front porches with proper setbacks. Some owners even chose to enclose their porches for more heated indoor space. Historically, heating systems were fueled by coal, and many have a chute in front for coal deliveries.

IMPLEMENTATIONThe adaptive transformation of the porch along the front façade will extend the living space and improve the overall daylighting in the house. This glass extension can utilize passive heating strategies in the winter to minimize utilities. In the summer the porch can be completely open, taking advantage of natural ventilation. Collecting rain water and adding plantings will stop flooding and cut back on water usage for irrigation. Ultimately, the approaches defined will improve the quality of life in the Central Lawrenceville neighborhood through sustainable and affordable means.


PROJECT NARRATIVE PN1.00

POPULATION & RACE(2000, 2008)

LOWER CENTRAL UPPER

Population (2000)

White

African American

Asian

Other

The current population that resides in Cen-tral Lawrenceville (4,654) is the largest of the three when compaired to those of Lower (2,295) and Upper Lawrenceville (2,495). Relatively, it is nearly double that which can be found in either of the other two. Since 2000, Lawrenceville overall has experi-enced a significant decrease in population, the majority of which occured in Central Lawrenceville. However, when studying this drop relative to the lower and upper regions, Central Lawrence has exhibited the smallest percetage decrease over time.

Overall, studies of the racial demographics that make up Lawrenceville reveals a rela-tively homogeneous population that is pre-dominately White. A smaller African Ameri-can and Asian population makes up the remaining demo along with an even smaller population comprised of other ethnicities.

LowerCentralUpper

AGE STRUCTURE OF POPULATION

PS1.00 PROJECT SCOPE: BROAD DEMOGRAPHIC CHARACTERISTICS

LAWRENCEVILLE LAWRENCEVILLE LAWRENCEVILLE

5 - 19

20 - 34

35 - 59

60 - 74

75 +

AGE

GROU

P

In comparison to the greater Lawrencev-ille region, Central Lawrenceville has the greatest number of people in all of the age groups except for those in their sixties to mid seventies. Out of the population of Central Lawrenceville, the majority are in their mid thirties to late fifties, with a similar percent-age found to be in their early years to mid thirties, implying a family oriented population make up. Another demographic that can be found in Central Lawrenceville is the elderly, who are in their mid seveties and onwards.

KEY

KEY

PROJECT SCOPE: BROAD DEMOGRAPHIC CHARACTERISTICS PS1.01

LOWER

PERCENTAGE OF HOMES OCCUPIED

4,654

5,106

2,295

2,585

2,495

2,899

-11.2%

-8.9%

-13.9%

5-1920-3435-5960-74

75+

4,654

5,106

2,295

2,585

2,495

2,899

-11.2%

-8.9%

-13.9%

5-1920-3435-5960-74

75+

4,654

5,106

2,295

2,585

2,495

2,899

-11.2%

-8.9%

-13.9%

5-1920-3435-5960-74

75+

14.311.9 15

$44,468 $46,328$51,042

CENTRAL UPPER

51.8% owner48.2% renter

$28,406


$32,348


$26,711

86% 86% 82%

MEDIAN INCOME (BASED OFF OF STUDIES CONDUCTED IN 2009)

52.7% 18% 17.3% 52.6% 16.6% 14.6% 52.5% 18.1% 17.4%

MEDIAN HOME VALUE

MODES OF TRANSPORTATION

HOME OWNERSHIP

NUMBER OF YEARS SPENT AT RESIDENCE

DRIVE CARPOOL BUS WALK

Although the median home value of Central Lawrenceville ($52,042) is noticably higher in comparison to that of Lower ($44,468) and Upper Lawrenceville ($46,328), the median income of its residents is relatively on par with the rest of the region. Of the 86% of homes that are occupied, the ratio of owner to renter in Central Lawrenceville is fairly balanced with 51.8% of people owning their home to 48.2% who rent.

HOME OWNERSHIP & RESIDENTIAL STATISTICS

KEY


VACANT LOTS: LOWER LAWRENCEVILLE

VACANT LOTS: UPPER LAWRENCEVILLE

Stanton Ave

Butle

r Stre

et

Butle

r Stre

et

Penn Ave


LOWER UPPERLots Listed: 8 24

Price/SF: $3.7 $3.14

Average Value: $4662 $13933

Average Area: 1233 SF 4432SF

http://www.city.pittsburgh.pa.us/finance/real_estate/08_marketing_lots_oct.pdf

Price

< $ 5000

> $ 5000

KEY

Lot Size

1000SF - 4000SF

over 4000SF


The majority of the vacant lots in Lawrenceville exist in the Upper area, with a larger square footage of land available and higher priced vacancies available. The vacant land in Upper Lawrenceville is mainly concentrated within one area as opposed to the Lower section where lots are dispersed.

LAWRENCEVILLE VACANT LOTS

In lower Lawrenceville all of the vacant lots are level and have a paved street.Ap-proximately half of the vacant lots in upper Lawrenceville are level and the other half are sloped. About 90% of the lots are on a paved street.


HOUSING Pittsburgh Lower Central Upper

Average Listing Price: $232,000 $124,000 $133,000 $59,000

Price/SF: $85 $72 $38

Properties for Sale: 2979 14 32 21

Properties Sold: 3794 20 31 11

Foreclosed: 2049 5 9 5

http://www.trulia.com/real_estate/Pittsburgh-Pennsylvania/

>10K10K20K - 30K

80K

HOUSES FOR SALE BY


BUILDING PERMIT REQUIREMENTS Prior to the construction, enlargement, alteration, or repair of any building or structure a building permit is required. A contractor licensed by the City of Pitts-burgh must make the application for building permit unless the occupier per-forms on his/her own one or two-family dwelling and no employees are hired. The building permit applications must be made by the owner, contractor, or authorized agent. The process includes: zoning counter, file room, engineer’s counter, license and cashier counter. The following information is needed: ad-dress of the job site, owner’s information, check or money order, contractor reg-istration information, constructions plans (approved by an engineer or architect), and if occupancy permit is needed a plot plan for zoning approval is required.

http://www.city.pittsburgh.pa.us/BBI/html/building_permit.html

R-3/R-4 Commercial R-2

New Const. $247 $0.43/sf $0.43/sf

Additions $64 $0.43/sf $0.43/sf

Alterations $34 $78 $78

***There is a minimum of $82 for commercial and R-2 additions. The alterations cost for commercial and R-2 varies, up to $1000 is equivalent to $78. Each ad-ditional $1000 is $13, and each additional $1000 over $1 Million is $6. This is a basic measure to view the feasibility of a project, specifically if alterations and additions are worth adding to the existing structure.

http://www.city.pittsburgh.pa.us/BBI/assets/10_BBI_permit_fees.pdf

ELECTRICITYDuquesne Light Company

$0.14/kwH

NATURAL GAS Peoples Dominion

1cf of gas = 1,026 btu$12.12/mmbtu

HOT WATERFuel type: Gas$12.12/mmbtu

***Average gallons of hot water/month = 2800 gallonsmmbtu/mo= gallons x .001 mmbtu/gallon (convert to mmbtu)


BUILDING PERMIT FEES

SERVICE RATE FEES


SUN STUDIES ON PRIMARY HOUSE

PS2.00 PROJECT SCOPE: SUN / SHADOW DATA

SUN SHADOWS: JANUARY 9:00AM - 1:00PM - 5:00PM

SUN SHADOWS: JULY 9:00AM - 1:00PM - 5:00PM

PROJECT SCOPE: TOPOGRAPHICAL DATA PS2.01


Central Lawrenceville Topography with 5 foot contour intervals

TOPOGRAPHY AND SLOPECentral Lawrenceville is located on a hillside sloping northwest toward the Allegheny River. The nieghborhood itself has a fairly steep but tranversible grade, while steep slopes exist to the south and north. The western part is located on the flat lowland adjacent to the river. The direction and grade of slope can affect the exposure to sunlight of buildings, especially that of the Hill District to the south. Also, runoff patterns are directed down the north-south streets due to the slope.

DAYLIGHTBecause Pittsburgh is located on the windward side of the Allegheny Mountains, there is often cloud cover and many overcast days. In the winter months, only 28% to 30% of daylight hours have direct sunshine. In summer this number climbs to 55%, which is still a fairly low amount of sunshine. This brings into question the feasability of passive solar systems.

[source: rssweather.com]

SUN ACCESSThe primary case study house is facing southest. With no houses on the opposite side of the street, this means excellent access to sunlight during the morning hours year-round for rooms in the front portion of the house. These spaces already have large windows that are acceptable for solar gain the winter, but could present a problem of overheating during the summer months.

The northeast facade of the house recieves no direct sunlight but also has no fenestration. This facade is ideal for allowing indirect light in the summer months while contributing little to overall heat gain. Currently, this strategy is not being utilized.

PS2.02 PROJECT SCOPE: WIND DATA

National Water and Climate Service

WIND ROSES FOR FOUR SIGNIFICANT MONTHS(METERS PER SECOND)

January May

July October

WIND PATTERNS

PREVAILING WIND PATTERNS ON PRIMARY HOUSE

Winds are primarily from the southwest during summer and winter months but shift more westerly during mid spring and autumn. Average wind speeds vary from around 10 -12 knots in winter to 6 - 8 knots during the summer. Local conditions may modify the prevailing wind patterns and proximity to built structures, open spaces, and orientation have an effect on inidividual structures. A steep hill lies to the southwest of Lawrenceville, directing winds to the west and south. Strongest wind patterns come from the riverfront to the northwest.

The location of the primary case study house on a relatively isolated hillside makes it highly susceptible to wind, especially southwest winds that come directly up the street. This can affect the required heating of the house in winter, but is desirable in summer for passive cooling.

National Water and Climate Service

PROJECT SCOPE: ENVIRONMENTAL DATA PS2.03


TEMPERATURE

Pittsburgh is a four season climate with warm summers and cold winters. Average temperature in winter ranges from 19 to 35 degrees Fahrenheit, while summer averages 62 to 82 degrees Fahrenheit. The climate is thus heating-based, with 5968 heating degree days versus 654 cooling degree days. A heating system is required in all homes, but cooling may be completed passively to avoid constructing cooling systems.

http://www.rssweather.com

PRECIPITATION

Annual precipitation is 37.85 inches, falling fairly evenly across the year but slightly more in spring and less in fall. Pittsburgh also recieves around 15 inches of snow per season. Precipitation drains northwest to the Allegheny River. The slope of most of the neighborhood toward this direction as well as proximity to green areas such as the cemeteries and parks allows for several areas for water retention and drainage control. Water falling on the roof can also be collected for grey water usage in the home, further reducing runoff.

http://www.rssweather.com

PS3.00 PROJECT SCOPE: HOUSING LOCATION

The focused typology is a two-story, single unit house with three bays of windows and a dormer on the street-facing facade. Some variations include balcony, sizes and position of windows, setback, addition of the back of the house, etc. The houses are scattered across ten streets. Different positions dictate how the owner adept their houses. Because Upper Lawrenceville is centered on industry, the majority of this housing typology can be found in Lower and Central Lawrenceville

The primary materials used in this typology are bricks and shingles with various exterior finishing. The prices of the houses are acquired from the Allegheny County tax assessment web site. Prices may not match the present day value since appraisals were taken place in the 1900’s. Number twenty is the primary house with east-west axis. Number six is the secondary house with north-south axis. Both houses are detached masons rowhouse with a vacent lot on one side.

1415

1112

910

783

45

2 61

19

20

16

13

18

17

LOCATIONS OF HOUSING TYPOLOGY

PROJECT SCOPE: HOUSING LOCATION PS3.01


2. 124 42nd StreetNorth - South axis

1,245 sq. ft. Brick & Shingle $ 83,400

1. 119 41st Street North - South axis 2,050 sq. ft. Brick & Shingle $34,400

4. 111 42nd Street North - South axis 989 sq. ft. Brick & Shingle $18,600

3. 109 42nd StreetNorth - South axis

1,028 sq. ft. Brick & Shingle $24,800

8. 140 44th Street North - South axis 2,286 sq. ft. Brick & Shingle $20,500.

5. 113 42nd Street North - South axis 1,020 sq. ft. Brick & Shingle $22,700

6. SECONDARY HOUSE 148 42nd Street

North - South axis 2,400 sq. ft.

Brick & Shingle

7. 138 44th Street North - South axis 2,286 sq. ft. Brick & Shingle

$23,500

PS3.02 PROJECT SCOPE: HOUSING LOCATION

12. 143 45th StreetNorth - South axis


9. 150 44th Street North - South axis 1,296 sq. ft. Brick & Shingle $31,600








2,100 sq. ft. Brick & Shingle $ 38,100

PROJECT SCOPE: HOUSING LOCATION PS3.03


20. PRIMARY HOUSE4627 Bancroft Street

East - West axis 2,640 sq. ft. Brick & Shingle $31,900


18. 272 46th Street North - South axis



Parcel ID 0049-C-00276-0000-00\Municipality 109 PIttsburgh - 9th Ward

PS4.00 PROJECT SCOPE: LAND USE AND ZONING REQUIREMENTS

EMI - Educational/medical institutionGI - General IndustrialH - HillsideLNC - Local Neighborhood CommercialPO - Parks and Open SpaceR1A-H - Single-Unit Attached Residential High DensityR1A-VH - Single-Unit Attached Residential Very High DensityR1D-H - Single-Unit Detached Residential High DensityRM-M - Multi-Unit Residential Moderate DensityUI - Urban Industrial

ResidentialCommercialLandscapeEducationalIndustrial

City of Pittsburgh Maps

PITTSBURGH ZONING CLASSIFICATIONS

PROJECT SCOPE: LAND USE AND ZONING REQUIREMENTS PS4.01


CITY OF PITTSBURGH LAND USE STIPULATIONS Lawrenceville consists of residential, commercial, landscape, educational and industrial zones. Of which landscape, residential and industrial zones occupy the most square footage. Industrial zone surrounds the river. The commercial zone locates on either sides of Butler Street. Residential zones are scattered among commercial and park areas. The primary house locates in the R1A-H zone. The primary house is directly adjacent to a big open green space. Secondary house locates in the R1A-VH zone. It is sandwiched between industrial and commercial zones.

Code of Ordinances: City of Pittsburgh, PennsylvaniaOrd. No. 39-2009, enacted . 1, 2010

Min Lot Size 1,800 s.f.Min Lot Size per Unit 750 s.f.Min Front Setback 15 ftMin Rear Setback 15 ftMin Exterior Sideyard Setback 15 ftMin Interior Sideyard Setback 10 ftMax Height 40 ft (not to exceed 3 stories)

Min Lot Size 1,200 s.f.Min Lot Size per Unit 400 s.f.Min Front Setback 5 ftMin Rear Setback 15 ftMin Exterior Sideyard Setback 5 ftMin Interior Sideyard Setback 10 ftMax Height 40 ft (not to exceed 3 stories)

LANDUSE FOR PRIMARY HOUSE R1A-H - Single-Unit Attached Residential

LAND USE FOR SECONDARY HOUSER1A-VH - Single-Unit Attached Residential Very High Density

PS5.00 PROJECT SCOPE: SITE UTILIZATION

LOT: 4627 BANCROFT STREET | PRIMARY HOUSE

STREET FRONT SETBACK & UTILIZATION CHARACTERISTICS

A. Front setback less than 5 feet in depth, entrance at street level B. Front setback less than 5 feet in depth, elevated entrance C. Front setback between 5 and 10 feet in depth, entrance at street level D. Front setback between 10 and 20 feet in depth, front yard utilization E. Front setback 20 feet or greater in depth F. Lot usage not oriented towards the street in reference G. Vacant lot, no site usage

UNIT AND SIDE SETBACK CHARCTERISTICS

1. Single-unit, detached with side setbacks of at least 3 feet on either side 2. Multi-unit, attached

PROJECT SCOPE: SITE UTILIZATION PS5.01


SIDE SETBACK AND SPACE UTILIZATION

FRONT AND REAR SETBACKS AND SPACE UTILIZATIONNo front yard utilization, while the back of house is kept as yard space. North side of house is directly adjacent to an unused plot of city land with no side setback.

SITE INFORMATION: Lot Depth: 120 feet Lot Width: 25 feet Front Setback: 2 feet Rear Setback: 50 feet Side Setback: 10 feet

A 10 foot side setback in between the house and its neighbor has been partitioned out and paved with the clear intention for it to be used as a carport. However, because the street is more remote and does not see much traffic, people have come to park their cars along the street rather than in the narrow spaces in bvetween each house to allow for easier access. The space has been fenced off and utility lines and air-conditioning units have been allowed to protrude out into the space that once would have been reserved for the automobile.

PS5.02 PROJECT SCOPE: SITE UTILIZATION

LOT: 148 43RD STREET | SECONDARY HOUSE

STREET FRONT SETBACK & UTILIZATION CHARACTERISTICS:

A. Front setback less than 5 feet in depth, entrance at street level B. Front setback less than 5 feet in depth, elevated entrance C. Front setback between 5 and 10 feet in depth, entrance at street level D. Front setback between 10 and 20 feet in depth, front yard utilization E. Front setback 20 feet or greater in depth F. Lot usage not oriented towards the street in reference G. Vacant lot, no site usage

UNIT AND SIDE SETBACK CHARCTERISTICS: 1. Single-unit, detached with side setbacks of at least 3 feet on either side 2. Multi-unit, attached

PROJECT SCOPE: SITE UTILIZATION PS5.03


SIDE SETBACK AND UTILIZATIONAs a detached, single-unit typology, the house has a narrow 5 foot clearance between it and the structure on its adjacent lot. Because of the limited width and accessibility of the space, this alley is rarely inhabited. Instead, it is utilized mainly as a service corridor along which to run utility lines and store garbage so as to keep them hidden when viewed from a street front perspective.

FRONT AND REAR SETBACK AND UTILIZATIONThe house is set 10 feet back from the side walk and 20 feet from its neighboring look in the back. This leaves a decent amount of space to be utilized in both the front and back yards. The front yard is currently being utilized as a garden space, which not only provides shade but also serves to screen the front of the house, creating a good amount of privacy on an otherwise densely packed residential block.

SITE INFORMATION Lot Depth: 80 feet Lot Width: 30 feet Front Setback: 10 feet Rear Setback: 20 feet Side Setback: 5 feet

PS6.00 PROJECT SCOPE: LAND USE / SITE UTILIZATION DEVIATION

HEIGHT

LAND USE | R1A-H HIGH DENSITY SUBDISTRICT:

Minimum Lot Size: 1,800 square feetMinimum Front Setback: 15 feetMinimum Rear Setback: 15 feetMinimum Exterior Sideyard Setback: 15 feetMinimum Interior Sideyard Setback: 5 feetMax Height: 40 feet, not to exceed 3 stories

PRIMARY LOT: 4627 BANCROFT STREET

SITE UTILIZATION

Lot Depth: 120 feetLot Width: 25 feetFront Setback: 2 feetRear Setback: 50 feetSide Setback: 10 feet (left), 0 feet (right)

SITE UTILIZATION DEVIATION

The house is incompliant with R1A-H land-use stipulations on its Northeast and Southeast facades. The code requires a 15 foot front yard setback, however only a 2 foot setback exists for the current housing footprint. The side setback is also incompliant with the 5 foot minimum setback requirement as stipulated by land-use code. Instead the house sits right along the lot boundaries of the vacant piece of city owned land.

PROJECT SCOPE: LAND USE / SITE UTILIZATION DEVIATION PS6.01


LAND USE | R1A-VH VERY HIGH DENSITY SUBDISTRICT

Minimum Lot Size: 1,200 square feet Minimum Front Setback: 5 feet Minimum Rear Setback: 15 feet Minimum Exterior Sideyard Setback: 5 feet Minimum Interior Sideyard Setback: 5 feet Maximum Height: 40 feet, not to exceed 3 stories

SECONDARY LOT: 148 43RD STREET

SITE UTILIZATION

Lot Depth: 80 feet Lot Width: 30 feet Front Setback: 10 feet Rear Setback: 20 feet Side Setback: 5 feet (left), 4 feet (right)

SITE UTILIZATION DEVIATION

In its existing condition, the house complies with the R1A-VH stipulations on all sides except on its Northwest façade. The land use code sets down a 5 foot minimum side setback, but the house is only set back 4 feet on its North-west side, leaving a one foot section that protrudes into the no-build space between the house and its adjacent vacant lot.

PS7.00 PROJECT SCOPE: HOUSING CONDITION

Elevation of the street the house is located

The street or the stone wall that the house is facing

This house is located on the boundary between the cemeteries and the residential area. The front of the house faces a stone wall that separates the houses from the St. Mary’s cemetery. On the northeast side of the house faces the Allegheny Cemetery, and the southwest side and the back side of the house face other residential buildings.

CHARACTERISTICS OF PRIMARY HOUSE LOCATION

Single loaded

N

PROJECT SCOPE: HOUSING CONDITION PS7.01


Elevation of the street the house is located

CHARACTERISTICS OF SECONDARY HOUSE LOCATIONThis house is surrounded by similar houses all around. Its front faces another front porch of a house. The northwest side of the house faces a garden next door and is also open to the empty lot. This house is located in a dense residential area.

Double loaded

The street the front porch of the house is facing

N

PS7.02 PROJECT SCOPE: HOUSING CONDITION

VARIABLES ACROSS THE TYPOLOGICAL INVENTORY

SINGLE FRONT-FACING DORMER

FRONT-FACING WINDOW CONDITIONS

EXTERIOR FINISH MATERIAL

FRONT DOOR CONDITIONS

PROJECT SCOPE: HOUSING CONDITION PS7.03


Low maintanence stone element

Existing porch in poor condition

Newly installed double glazed windows; no

Lose shingles overhead

Gutter condition

No trees or vegetation on site. Only grass from the cemetary

Deserted backyard

Leaking chimney

EXISTING CONDITIONSWith a double brick construction, the building envelope seems stable and sturdy despite its age. The owner of the house replaced the old windows with new double glazed windows within the past ten years, while other openings have been covered up with brick. There are cracks between the old and newly filled in brick. The gutters need to be redirected; currently they extend di-rectly onto the lawn.

The interior of the house has been renovated by the owner and does not require further rennovation. The owner mentioned that the chimney leaks inside the house, which needs to be fixed. Originally there were fire places in every room, but now all of them are blocked from inside.

The porch was constructed by the father of the resident a few decades ago. Its original wood construction was later reinforced with brick. Due to years of exposure to severe weather and the elements, the porch is currently in poor condition. The wood overhead is rotting and warping, and the shingles have come loose. The porch needs to be fitted with a new roof and drainage system. Grass exists only on the cemetary side of the house, and there are no trees around the house. There is a small stone decoration in front that requires little main-tenance. The large backyard is not well maintained, and is currently being used as storage space for garbage and machinery.

PS8.00 PROJECT SCOPE: MATERIALS AND CONSTRUCTION

Building Footprint: 800 sq.Total Window area: 191.5 sq.Total Brick envelop area: 2834.5 sq.Total Number of Rooms: 6

AREAS OF MODIFICATION

Porch addition; Room addition (rear);Louvers on the porch; Window extension on the 1st floor; New window installation; brick enclosures on side windows.

Double wyth brick exterior wall

Decorative metal cladding

Metal cladding and gutter

Asphalt shingle roofing

DOUBLE WYTHE BRICK WALL CONSTRUCTION

EXTERIOR INTERIOR

DOOR FRAME

CEILING JOIST

RAFTER

FLOORING

FLOOR JOIST

BEARER

REINFORCED CONCRETE

REINFORCED CONCRETE PORCH SLAB

PRIMARY HOUSE: MATERIAL CONDITIONS

Exterior: Double wythe brick constructionRoof: Asphalt shinglesWindow: Double glazed, operablePorch: Open brick construction

PROJECT SCOPE: MATERIALS AND CONSTRUCTION PS8.01


porch

additional room

dormer

PRIMARY HOUSE: FORMS OF MODIFICATION

Decreased size of openings by walling up windows and doors

The porch and room addition to the original house

Window expansion

Operable louvers installed on the porch

>

PS8.02 PROJECT SCOPE: MATERIALS AND CONSTRUCTION

Majority of the exterior is brick.

Metal details along the porch

front porch back porch

dormer

Asphalt shingles are also part of the materials, but it is only used on the side of the gabled dormer

Diagram by Rural Buildinghttp://www.ruralbuilding.com.au/pages/brick_veneer.asp

SECONDARY HOUSE: MATERIAL CONDITIONS

FORMS OF MODIFICATION

Porches were added to the original form in the front of the house as well as the back of the house. Gabled dormer is also a later addition to the house. The metal shutters on the porch is the most recent modification to the house.

CONSTRUCTION

Metal is used significantly throughout the exterior along with brick. Metal cladding on the porch roof, metal gutters along the roof edges, and metal shutters on the porch. However these are not the original materials, they were later added to the house.

The house structure is wood frame construction with brick exterior. The porch, which was later added is also wooden structure.

PROJECT SCOPE: HEATING AND COOLING SYSTEMS PS9.00


HEATING

COALOne of our housing studies was constructed around 1900 and originally used coal as the main heating method. A coal chute can be seen from the porch, this was originally de-signed to have coal be directly transferred to the coal storage area and furnace located in the basement. Most homes that date back to this time would have used coal before updat-ing the homes heating system.

GAS RADIATOR SYSTEMSTEAM AND WATER

Homes in the Lawrenceville area currently use a gas radiator heating system using. Either steam (which was specifically used in house 1), or water is circulated through exposed pipes. Radiators installed in these housing typologies usually exist in front of windows to help cut the harsh cold weather air that infiltrates through windows in the win-ter. Steam radiators are rather energy ineffi-cient because of the time lag between turn-ing on the system and the arriving of steam. Depending on when the heating system was last maintained, radiators can run at about only 40-50% efficiency. Ways to improve heat transfer throughout the room would be to place a reflector behind the radiator so the hot air reflects back into the room.

Other possibilities for heating in the Law-renceville area would be electric baseboard heaters. Since most homes date back to the 1940’s a central air system would not have been in place unless in a major retrofit oc-curred.

COOLING

AIR CONDITIONING UNITThe main method of cooling in the residenc-es of Lawrenceville is through the addition of a window air conditioning unit. Our first house had one placed on the second floor, the second house had two, one on the first floor and one on the second floor. Window AC units make for an easy retrofit for a home and offer the flexibility of turning on the unit when using a single room.

AC Window Unit

Radiator Reflector

Radiator

Coal Chute

PS10.00 PROJECT SCOPE: TYPOLOGY CASE STUDY BUILDING

The main case study house is located at 4627 Bancroft Street, near a part of Allegheny Cemetery. It is relatively isolated, at the end of a dead end street with a large vacant area directly next to it. The facade faces southeast and the primary orientation is East-West.

The house was built in 1900 and contains 6 rooms, 3 bedrooms, and 1 bath. It consists of an original house and a later extension to the rear. The original house is three stories over a basement. The third floor is within the eave of the roof with one dormer over the front. The second floor fenestration contains three windows on the street facade.

The original house was expanded at an unknown time to the rear on the first two stories and basement. The large rear extension nearly doubles the living area of the house, to 1,472 square feet. It is made entirely of brick construction, with no insulation except for panels added to the interior of some rooms. While there several windows on the two sides that would normally abut similar row house types, changes in the brick work imply windows were larger at one time, and back doors have been relocated from the side to the rear.

The front porch was originally wood but was replaced with a brick one and contains a louver system facing the vacant lot for passive ventilation control on the porch.

Heating was originally by coal furnace. The chute that used to deliver coal still exists below the front porch of the house, though no longer in use. There are two chimneys along the eastern wall of the original house and one on the west in the rear addition inferring possible location of the heating system inside. There is no cooling system, except for air conditioning units the owner placed in the windows.

EXISTING SOUTH ELEVATION 1/8” = 1’-0”

PROJECT SCOPE: TYPOLOGY CASE STUDY BUILDING - AXONOMETRIC PS10.01


EXISTING SOUTH AXONOMETRIC1/8” = 1’-0”

PS10.02 PROJECT SCOPE: TYPOLOGY CASE STUDY BUILDING - ELEVATION

EXISTING WEST ELEVATION 1/8” = 1’-0”

PROJECT SCOPE: TYPOLOGY CASE STUDY BUILDING - ELEVATION PS10.03


EXISTING EAST ELEVATION 1/8” = 1’-0”

PS10.04 PROJECT SCOPE: TYPOLOGY CASE STUDY BUILDING - PLAN

EXISTING BASEMENT PLAN1/8” = 1’-0”

EXISTING FIRST FLOOR PLAN1/8” = 1’-0”

PROJECT SCOPE: TYPOLOGY CASE STUDY BUILDING - PLAN PS10.05


EXISTING SECOND FLOOR PLAN1/8” = 1’-0”

EXISTING ATTIC PLAN1/8” = 1’-0”

PS10.06 PROJECT SCOPE: TYPOLOGY CASE STUDY BUILDING - SECTION

EXISTING NORTH-SOUTH SECTION1/8” = 1’-0”


Adaptive Transformation

12’ MAX.(CLEAR HEIGHT)

16” MAX.(FLOOR HEIGHT)

>40% of Porch Exterior open =Sunroom

>7’ Height

EXIT

CA1.00 CODE ANALYSIS

R301- Design criteriaAs stipulated in R301.3 of the 2009 International Residential Code the residence shall comply with part 3, that the masonry walls must be at a maximum height of 12 feet plus a height of floor framing to not exceed 16 inches. An additional 8 feet is permitted for gable and end walls.

The primary residence meets section R301.3 as the floor to ceiling heights have been lowered to 8 feet in recent renovations.

R303.1 Habitable roomsAs stipulated in section 303.1 of the 2009 International Residential Code (IRC2009), all occupying rooms must have glazing area of more than 8 percent of the floor area of the room. Rooms shall be naturally ventilated through windows, doors, louvers or other approved openings to natural air. Openings either should perform as access or be controllable by the occupants. The area of operable openings must be at least 4 percent of the ventilated floor area.

The listed exception of section R303.1 pertains to a sunroom addition which is defined as a one-story structure attached to a dwelling with a glazing area in excess of 40 percent of the gross area of the structure’s exterior walls and roof. Sunroom additions are allowed for natural ventila-tion if in excess of 40 percent of the exterior sunroom walls are open or enclosed only by insect screening.

The proposed condition of the alteration to the residence discussed in this project will meet section 303.1 as the glazing will total % of the floor area of the room. The operable openings total % of the floor area.

FLOOR AREA

8% OF FLOOR AREA4% OF FLOOR AREAPLAN

ELEVATION

GLAZING AREA > 8% OF FLOOR AREA

OPERABLE GLAZING AREA > 4% OF FLOOR AREA

R303.7 Required glazed openingsAs stipulated in R303.7 of the 2009 International Residential Code (IRC2009), glazing under code requirements must open directly to a street, public alley, a yard, or a court.

The residence meets this condition as the glazing opens up to the street on the Southeast face, the side yard along the East and the neighboring lot on the West.


Must have at least 1 habitable room that is greater than 120sqft.

Other habitable rooms (excluding >120fqft. room) must be greater than 70sqft.

>120sqft. >70sqft.

7’ MIN7’ MIN.

CODE ANALYSIS CA1.01

R304 Minimum Room AreasAs stipulated in section R304 of the 2009 International Residential Code there should be a minimum of one habitable room in every home of at least 120 square feet of gross floor area. The area of other habitable rooms must be larger than 70 square feet, except for kitchens. Every wall shall be wider than 7 feet.

The residence meets this condition as the porch extension is 105 square feet, which is larger than the 70 sqaure feet minimum requirement for habit-able area.

310.1- Residential Group RAs stipulated in section 310.1 of the 2009 International Building Code the occupancy classification of the residences discussed in this project meet an R-3 classification as a primarily permanent residence in nature. The residential occupancy does not meet group R-1, R-2, or R-4 classifica-tion as they are either transient in nature or containmultiple housing units.

Zoning classification: r-1As stipulated in the zoning classification listed in the Code of Ordinances for the City of PittsburghOrd. No. 39-2009 the primary residence is located in an R1-AH high density residential area of Lawrenceville and the secondary home is located in an R1A-VH zone for a very high dense residential area.

As stipulated in the Code of Ordinances for the City of Pittsburgh Ord. No. 39-2009 the zoning requirements of a residence located in R1-AH are as follows:Min Lot Size 1,200 s.f.Min Lot Size per Unit 400 s.f.Min Front Setback 5 ftMin Rear Setback 15 ftMin Exterior Sideyard Setback 5 ftMin Interior Sideyard Setback 10 ftMax Height 40 ft (not to exceed 3 stories)

Zoning Classifications ContinuedAs stipulated in the Code of Ordinances for the City of Pittsburgh Ord. No. 39-2009 the zoning requirements of a residence located in R1A-VH are as follows:Min Lot Size 1,200 s.f.Min Lot Size per Unit 400 s.f.Min Front Setback 5 ftMin Rear Setback 15 ft

The primary residence located on 4627 Bancroft Street located in a R1-AH area meets the Code of Ordinances for the City of Pittsburgh Ord. No. 39-2009 for minimum lot size, and rear and side setbacks. This residence does not meet the front lot setback as stated in the Code of Ordinances for the City of Pittsburgh Ord. No. 39-2009. The minimum lot coverage is met as the lot is 3000 square feet total. The residence meets the requirements for rear setback as it is 50 feet. The interior sideyard setback is met as it is currently 10 feet. The front setback does not meet the zoning code as it is only 2 feet setback from the sidewalk, the minimum requirement is a 15 foot setback.

The residence 148 43rd Street situated in an R1A-VH meets Code of Ordinances for the City of Pittsburgh Ord. No. 39-2009 for minimum lot size, and front and rear setbacks but does not meet code for the interior sideyard setback. The residence meets the minimum lot coverage as it is 2400 square feet total. The front setback of the home is 10 feet which meets the minimum front setback of 5 ft. The rear setback is 20 feet which meets the minimum requirement of 15 feet. The side setback on the interior side is 5 feet which does not meet the minimum requirement for interior sideyard of 10 feet.

Exterior doorExt. Int.

Min. 36” landing Min. 36” landing

CA1.02 CODE ANALYSIS

Section 602.3As stipulated in 602.3 of the 2009 International Building Code Section the residences discussed in this project follow Type III building clas-sification. The exterior of the building must be constructed of masonry walls which are noncombustible and the interior of the building must meet code. The fire-rating of the exterior baring walls must be at least 2 hours. The construction has to follow a brick and joist structure that has masonry load bearing walls. The floors and other structural framework are made of wood or of another combustible material.

The residences meet section 602.3 as the exterior construction is non-combustible masonry with a fire-rating of at least two hours. The interior construction is composed of lumber joists and studs.

As stipulated in section 602 of the International Building Code the fire rating resistance is classified as “B” since all the structural member are un-protected and have no additional fire rated coating of cover.

The residences are classified as “B” construction due to the lack of fire rating cover on interior structural members.

R311- Means of egressAs stipulated in R311.1 of the 2009 International Residential Code all stairways, ramps, and exits shall comply with criteria governing means of egress for the projects described in this document. A continuous and unobstructed path of vertical and horizontal egress travel from the interior to the exterior of the dwelling must be provided.

As stipulated in section R311.2 of the 2009 International Residential Code at least one egress door is provided in the existing residences as described in this document. The door complies with a side-hinged that provides a minimum clear width of 32 inches. The door opens 90 degrees and is at least 78 inches in height from the top of the threshold to the bottom.

As written in section R311.3 the residence complies with proper floor landings at exterior doors provided that the landing is a flat slope and is 36 inches in the direction of travel.

Continuous and unobstructed circulation between ext. and int. throughout the house

Porch Living Room

Dining Room

Half Bath

Kitchen

fB

Zoning Classification ContinuedNo. 39-2009. The minimum lot coverage is met as the lot is 3000 square feet total. The residence meets the requirements for rear setback as it is 50 feet. The interior sideyard setback is met as it is currently 10 feet. The front setback does not meet the zoning code as it is only 2 feet setback from the sidewalk, the minimum requirement is a 15 foot setback.

The residence 148 43rd Street situated in an R1A-VH meets Code of Ordinances for the City of Pittsburgh Ord. No. 39-2009 for minimum lot size, and front and rear setbacks but does not meet code for the interior sideyard setback. The residence meets the minimum lot coverage as it is 2400 square feet total. The front setback of the home is 10 feet which meets the minimum front setback of 5 ft. The rear setback is 20 feet which meets the minimum requirement of 15 feet. The side setback on the interior side is 5 feet which does not meet the minimum requirement for interior sideyard of 10 feet.

AJ601.2 Wall and ceiling finishAs stipulated in AJ601.2 of the 2009 International Building Code (IBC2009), the interior finish of walls must satisfy R302.8 Flame Spread index and Smoke-developed Index. R302.8 states that wall and ceiling finishes must have a flame index of less than 200 and smoke-developed index number of less than 450. Interior finishes must be tested with either ASTM E 84(test for surface burning characteristics of building materials) or UL23.4 (test for surface burning characteristics of flooring, floor cover-ing, and miscellaneous materials).

The existing condition of the home includes a double wythe masonry wall of a flame index of 0 which meets code AJ601.2. The modification of the residences mentioned in this project will include 5/8” gypsum board finishing material on walls and ceilings that will gain insulation. The flame index of 5/8” gypsum board is 15, which meets code AJ601.2


CODE ANALYSIS CA1.03

R311.8.1 Means of Egress- RampAs stipulated in section R311.8.1 of the 2009 International Residential Code, the maximum slope of a ramp shall be 1 vertical to 12 horizontal units (8.3 percent slope).

The ramp defined between the living room extension and the existing living room with a height differential of 4” meets code R311.8.1 as it slopes 4 vertical inches over 48 horizontal inches which is calculated at 8.3 percent slope.

R311.7.7.3 Means of Egress- Grip SizeAs stipulated in section R311.7.7.3 of the 2009 International Residential Code a handrail must meet the graspability requirements in either a circular or non-circular form. A circular cross section shall have an outside diameter between the dimensions of 11/4 inches (32 mm) and 2 inches (51 mm). A non-circular railing shall have a perimeter dimension between 4 inches (102 mm) and 61/4 inches (160 mm) with a maximum cross section of dimension of 21/4 inches (57 mm).

The railing provided in the residence meets section R311.7.7.3 as it is 2” x .5” rectalinear.

R 312.2 Guard- heightAs stipulated in Section R312.2 of the 2009 International Residential Code, a guard is required along an open-sided walking surface such as a stairway, ramp, or landing that is located more than 30 inches (762 mm) measured in the vertical direction.

A guard will be provided along the 4” vertical ramp located between the addition and existing living room of the residence discussed in this project at 36” above the finished surface. Along the front entrance step sequence of the residence a guard will be constructed 36” above the finished surface in order to meet section R312.2.

R312.3 Guard- Opening limitations. As stipulated in section R312.3 of the 2009 International Residential Code guards shall not have any openings that allow a 4 inch diameter sphere to pass through.

Exceptions: 1. The triangular openings at the open side of a stair, formed by the riser, tread and bottom rail of a guard, shall not allow passage of a sphere 6 inches (153 mm) in diameter.

x1.25” < x < 2”

PERIMETER 4” < y < 6.25”a+b+c+d = y

HANDRAIL DIAMETER

ab

cd

12

36”

x

1:12 OR 8.3% SLOPE

1

N1101.4 Building thermal envelope insulationAs stipulated in N1101.4 of the 2009 International Residential Code (IRC2009), for insulation pieces that have a width larger than 12 inches (305mm) shall have R-value identification mark indicated by the manu-facturer. The insulation installer should indicate certification, manufacturer type, and R-values of the installations, and he/she must sign, date, and post the certificate at the installation site.

The addition of insulation within the homes specified in this project include Owens Corning Pink 12 in. x 16-1/4 in. x 4 ft. R38 Fiberglass Insulation and Super Tuff R13 2 in. 4 ft. x 8 ft. Polyisocyanurate Rigid Foam Insula-tion are clearly marked on the product. The installer of the insulation will sign the certificated required of code N1101.4 upon installation of the product in the residences mentioned in this project.

N1102.1 Insulation and fenestration criteriaAs stipulated in N1102.1 of the 2009 International Residential Code (IRC2009), the building thermal envelope shall meet the requirements of Table N1102.1 based on the climate zone specified in this table. Pittsburgh, Pennsylvania is within climate zone 5 and requires insulation values of U value .35 for fenestration and U value of .60 for skylights. The ceiling must be at least R38 and the masonry walls must meet an R13 insulation value.

The existing conditions of the homes discussed in this project do not meet the floor and wall insulation requirements stated in code N1102.1. The proposed adaptation of the specified homes and addition of insulation of R13 2” rigid foam insulation to the walls and R38 12” fiberglass insula-tion to the basement ceiling and the second floor ceiling will meet code N1102.1

Climate Zone 5Fenestration U Factor: .35Skylight U Factor: .60Ceiling R Value: 38Wood Frame Wall R Value: 19 or 13 + 5Mass Wall R Value: 13Floor R Value: 30t

Basement Wall R Value: 10/13Slab R Value and Depth: 10, 2ftCrawl Space Wall R Value: 10/13

SP1.00 SPECIFICATIONS: CSI DESIGNATED MATERIAL ANNOTATION LEGEND

02 SITE CONSTRUCTION02250 - Shoring and Underpinning 02250-01 Shoring for brick façade

04 MASONRY04060 - Masonry Mortar04080 - Masonry Anchorage and Reinforcement04081 - Masonry Anchorage

05 METALS05120 - Structural Steel 05120-01 Steel lintel

06 WOODS AND PLASTICS06110 - Wood Framing

06110-01 4”x 4”x 7’8” Lumber Quantity 4 to be used for columns in porch framing system Can be purchased from big box store Manufacturer: Millstead Wood Species: Southern Yellow Loblolly Pine Actual Depth/Thickness : 3.5 in Assembled Depth (in.) : 144 in Assembled Height (in.) : 4 in Assembled Width (in.) : 4 in Item Weight : 54.4 lb Paint Type Recommended : Oil Based & Latex Plywood Type : Plywood Sheathing Pressure Treated : Yes MFG Model # : 258132 MFG Part # : 258132

06110-02 4”x 4”x 5’6” Lumber Quantity 3 to be used for columns on top of the 2.5’of brick (Material Product information same as 06110-01)

06110-03 4”x 4”x 14’ Lumber Quantity 2 to be used for beam in porch framing system (Material Product information same as 06110-01)

06110-04 4” x 4”x 7’ 3 ½” Lumber Quantity 2 to be used for beam in porch framing system (Material Product information same as 06110-01)

06110-05 2”x 12” x 10’ Lumber Quantity 4 to be used in awning main frame Can be purchased from big box store Manufacturer: Millstead Wood Species: Spruce and Lodgepole Pine Actual Depth/Thickness : 1.5 in Assembled Depth (in.) : 192 in Assembled Height (in.) : 1.5 in Assembled Width (in.) : 11.25 in Item Weight : 52.1 lb Paint Type Recommended : Oil Based & Latex Pressure Treated : No MFG Model # : 212SE.16 MFG Part # : 212SE.16

06110-06 2”x 12”x 4’7” Lumber Quantity 4 to be used in awning sub-frame (Material Product information same as 06110-05)

06110-07 2”x 12”x 4’4 3/16” Lumber Quantity 2 to be used for awning sub-frame (Material Product information same as 06110-05)

06110-08 2” x 6” x 4’7” Lumber Quantity 10 to be used for awning sub frame Can be purchased from big box store Manufacturer: Millstead Actual Depth/Thickness : 1.5 in Assembled Depth (in.) : 1.5 in Assembled Height (in.) : 5.5 in Assembled Width (in.) : 5.5 in Nominal Length : 120 in Item Weight : 18.33 lb Paint Type Recommended : Oil Based & Latex Pressure Treated : No MFG Model # : 161721 MFG Part # : 161721

06110-09 2” x 6” x 4’4 3/16” Lumber Quantity 5 to be used for awning sub frame (Material Product information same as 06110-08)

06110-10 2” x 6” x 6’8½” Lumber Quantity 4 for window frame along western face of porch (Material Product information same as 06110-08)

06110-11 2” x 6” x 5’5 Lumber Quantity 6 for window frame along western face of porch (Material Product information same as 06110-08)

06110-12 2” x 6” x 4’11” Lumber Quantity 2 for window frame along eastern face of porch (Material Product information same as 06110-08)

06110-13 2” x 6” x 4’6” Lumber Quantity 2 for window frame along eastern face of porch (Material Product information same as 06110-08)

06110-14 2” x 4” x 16’ Lumber Quantity 16 for trellis structure on porch Can be purchased from big box store Manufacturer: Millstead Actual Depth/Thickness : 1.5 in Assembled Depth (in.) : 1.5 in Assembled Height (in.) : 3.5 in Nominal Length : 192 in Item Weight : 29.328 lb Paint Type Recommended : Oil Based & Latex Pressure Treated : No MFG Model # : 161683 MFG Part # : 161683


06110-15 2” x 4” x 7’8” Lumber Quantity 6 for outswing door frame Can be purchased from big box store Manufacturer: Millstead Actual Depth/Thickness : 1.5 in Assembled Depth (in.) : 1.5 in Assembled Height (in.) : 3.5 in Nominal Length : 120 in Item Weight : 18.33 lb Paint Type Recommended : Oil Based & Latex Pressure Treated : No MFG Model # : 161659 MFG Part # : 161659 06110-16 2” x 4” x 10’ 7 3/4” Lumber Quantity 1 for porch railing Can be purchased from Home Depot in East Liberty Manufacturer: Millstead Actual Depth/Thickness : 1.5 in Assembled Depth (in.) : 1.5 in Assembled Height (in.) : 3.5 in Nominal Length : 144 in Item Weight : 22.0 lb Paint Type Recommended : Oil Based & Latex Pressure Treated : No MFG Model # : 161667 MFG Part # : 161667

06110-17 2” x 4” x 4.4’ Lumber Quantity 1 for porch railing (Material Product information same as 06110-15)

06110-18 2” x 4” 4.8’ Lumber Quantity 1 for porch railing (Material Product information same as 06110-15)

06110-19 2”x 4” x 2.6’ Lumber Quantity 1 for porch railing (Material Product information same as 06110-15)

06110-20 2” x 4” x 3’ Lumber Quantity 1 for porch railing (Material Product information same as 06110-15)

06110-21 .5” x .5”’ x 1.9’ Lumber Quantity 34 for post railing 06110-22 4” x 4” x 2.4’ Lumber Quantity 3 for post railing (Material Product information same as 06110-01)

06110-23 2” x 4” x 7’11 1/2” Lumber For spacer between the brick and insulation (Material Product information same as 06110-15) 06110-24 2” x 4” x 5’6” Sidelight glazing frame

SITE CONTEXT: EXISTNG ASSESTS AND LIABILITIES SC1.01

07 THERMAL AND MOISTURE PROTECTION07210 - Building Insulation 07210-01 2” Polyurethane Rigid Foam Insulation QUANTITY Can be purchased from Home Depot in East Liberty Manufacturer: Super Tuff Assembled Depth (in.) : 2 in Assembled Height (in.) : 96 in Assembled Width (in.) : 48 in Coverage Area (sq. ft.) : 32 ft² R Value : 13.0 MFG Model # : 1361 MFG Part # : 1361

07210-02 12 in. x 24 in. x 4 ft. R38 Batt Fiberglass Insulation Can be purchased from Home Depot in East Liberty 64 sq. ft. coverage area Assembled Depth (in.) : 48 in Assembled Height (in.) : 12 in Item Weight : 36 lb Vapor Retardent : Yes MFG Model # : 488462 MFG Part # : E57

07240 - Exterior Insulation and Finish System07240-01 DAP 10.1 oz. Alex Plus All-Purpose Caulk (12-Pack) Can be purchased from Home Depot in East Liberty Latex and silicone formulation accommodates seasonal expansion and contraction Can be used inside or outdoors on a variety of surfaces Can be painted or stained Mold- and mildew resistant Applies easily with a standard caulking gun Cleans easily with soap and water MFG Model # : 7079818656 MFG Part # : 7079818656

07715 - Gutter and Downspout Accessories07715-01 Amerimax 16 ft. Aluminum Gutter Can be purchased from Home Depot in East Liberty Heavy-weight, rust-free aluminum construction for durability low maintenance Assembled Depth (in.) : 192 in Assembled Height (in.) : 3.5 in Assembled Width (in.) : 5 in Item Weight : 3.92 lb MFG Model # : 2600200192 MFG Part # : 2600200192 07715-02 Water bottle rainwater collector07715-03 Metal channel clip to attach gutter to brick

SP1.02 SPECIFICATIONS: CSI DESIGNATED MATERIAL ANNOTATION LEGEND

08 DOORS AND WINDOWS08210 - Wood Frames 08210-01 3’ 1-5/8” W x 6’ 10” Architectural Rectangle Hinged Door H-400 Quantity 1 for front elevation

08350 - Folding Doors and Grilles 08350-01 3’-2 ¼” x 6’ 10” Anderson Outswing Folding Door Two Panel 2L Quantity 1 for front elevation

8350-02 3’-2 ¼” x 6’ 10” Anderson Outswing Folding Door Two Panel 2R Quantity 1 for front elevation

08550 - Wood Windows 08550-01 5’-4 13/16” x 4’ Andersen casement window 400c255 Quantity 2 for west elevation

08550-02 5’ -4 13/16” x 2’ -4 3/8”Andersen casement window 400cw155 Quantity 2 for west elevation 08550-03 4’- 4 13/16” x 2’ – 4 3/8” Anderson casement window 400cw145 Quantity 2 for east elevation 08550-04 1’ x 4’4 13/16” Anderson casement picture window 400Ptr 4510 Quantity 6 along roof of porch 08550-05 1’8 ½” x 4’ 4 13/16” Anderson awning window 400an451 Quantity 6 along roof of porch

08870- Plastic Glazing 08870-01 5’- 4 1/2” x 8 7/8” Sidelight glazing Quantity 2 08870-02 3’-1 1/4” x 8 7/16” Transom glazing above front door Quantity 2

09 FINISHES09250 - Gypsum Board09250-01 Gold Bond® 8 ft. x 4 ft. x 5/8 in. Fire Shield Gypsum Board Can be purchased from Home Depot in East Liberty Assembled Depth (in.) : 96 in Assembled Height (in.) : .625 in Assembled Width (in.) : 48 in Item Weight : 70.46 lb Typexcoreforfireresistance Durable and easy to repair Easy to paint over, add texture to or wallpaper GREENGUARDChildren&SchoolsCertified MFG Model # : GB99500800 MFG Part # : GB99500800

09051-Fasteners09051-01 8 x 3/4 The Hillman Group Flat Phillips Wood Screws Item #: 57231 | Model #: 490012

09051-02 8 x 1/2 The Hillman Group Flat Phillips Wood Screws

09051-03 Stanley-National Hardware Double Wide Corner Brace Item #: 66938 | Model #: MP121BC

09051-04 Jambclipflat Quantity 34

09051-05 Andersen auxiliary casing

09051-06 Andersen aluminum reinforced join Quantity 3

09051-07 Andersen exterior trim strip Quantity 3

09051-08 Andersen casing Quantity 3 09051- 09 1/4” X 1- 3/8” The Hillman Group Flat Head Sleeve Anchor 09051-10 5 x 1-1/2 The Hillman Group Flat Head Phillips Wood Screws


SITE CONTEXT: EXISTNG ASSESTS AND LIABILITIES SC1.00

UV

+ 1

+ 1

+ 3

+ 3

- 5

+ ASSETS

- LIABILITIES

1 2 3

4 5

EXISTING SITE CONDITIONS

1. Large South-facing windows maximize sun exposure in winter months1. Porch oriented for optimal solar access2. Neighboring home blocks West / South-west winds in winter3. Large roof area for rainwater catchment

4. Poor insulation causes high heat bills in winter5. Building is shaded by neighboring home along Western facade5. Roof of porch blocks sunlight in winter months

Using the available sun along the existing southwest porch our adaptive transformation allows sun to penetrate to the living area. By encasing the porch in glass the living space can be extended to the front of the home and can integrate the porch culture year round. Passive heating strategies can be utilized through the winter to lower heating costs and maxmize daylight. These series of sun studies show the sun and shading condi-tions through various months of the year at 9am, 12pm, and 3pm. In the winter months the living space can maximize the available sunlight and in the summer months the living space is shaded through the trellis structure and plantings.

SUN STUDIES OF ADAPTIVE TRANSFORMATION

SC1.01 SITE CONTEXT: SUN STUDIES


22

11 FT15 FT

15

FT

166

SQFT

?

?

SITE CONTEXT: GENERAL SITE MODIFICATIONS SC1.02

PROPOSAL: RAIN MANAGEMENTFRONT ROOFRainwater shed: 10.720 gallons / year

BACK ROOFRainwater shed: 13,080 gallons / year

The current situation and materials used on the site do not allow for effective rain water management. The concrete driveway and backyard make it impossible to manage rain water. Adding a rain garden in the backyard will minimize the water runoff during a storm andallowsforbetterinfiltration.Usingabot-tle rain gutter collector will allow the resident to collect water that can be used for upkeep fo the front garden.

Total area of roof: 1,010 sq.ft.Pittsburgh annual rainfall: 37.86”

TOTAL WATER COLLECTION23,800 gallons / year

22 waterbottles x 20oz ea. = 440oz = 3.4 gallons

SC1.03 SITE CONTEXT: GENERAL SITE MODIFICATIONS

10’ away from foundation

downspout

BERN

SOIL TEST

It is important to know the soil type exists in the lot becasue different soil takes different amount of time to aborb water. The3typesaresandy,siltyorclayey:sandysoilhasthefastestinfiltration;clayeysoilhastheslowest.

Size of Rain Garden relative to roof area for different soil types Sand Silt Clay% of Roof Area 20% 30% 60%

RAIN GARGEN

The rain garden will help to manage rainwater run off by increasing the amount ofwaterthatinfiltratesintothegroundonthelot.Itwillalsoservetoenhancethevisual appeal of the immediate outdoor environment



BERN

LOT SLOPE IS LESS THAN 4%, RAIN GARDEN NEEDS TO BE 3-5” DEEP

<30’ from downspoutbut 10’ away from foundation

RAIN GARDEN SIZE & PLACEMENT

Determine the rain garden size base on the size of the drainage area. In doring so, residents will have to opproximate the size of their roof. We have situated the rain garden in the back of the house, since two third of the rain will be feeding the back down-spout. And we have estimated that the roof area ia 666 sf.

Requirements include that the garden must be placed at least ten feet from the foundation. The rain garden area is based on both the soil type and depth of the rain garden basin.

Thegardenwillbe3”-5”(requiredforsiltysoilasfoundonthesite).Itwillbeplacedfifteenfeetbackfromthehouseandhaveatotal area of 166 sq.ft.

SC1.04 SITE CONTEXT: GENERAL SITE MODIFICATIONS

CAP AND ATTACHMENT OPTIONS

PLANT TYPES

Native planting types options for shaded con-ditions in western Pennsylvania include: Blue Eyed Grass, Marginal Wood Fern, Rosebay, Silky Dogwood, Bur Sedge and Virginia Wild Rye.

COST

Creating a rain garden can potentially cost very minimally if the resident invite their friends and relatives to help the construction of it. It could ptentially be a fun bonding activitiy.

$ Construction $3/sq.fit.Design $1/sq.fit.Planting $3-4/sq.fit.Plants $2.5 - 4.5 / sq. ft.Total Cost $11-13 / sq. ft.



07715-01

RECYCLED PLASTIC WATER BOTTLE

PLASTIC WATER BOTTLE

RAINWATER

GUTTER

UV

RAINDROPS SYSTEM

The Raindrop gutter water bottle system is an affordable way to collect rainwater using standard water bottles. Bottles can be at-tached and detached as needed

the UV rays from the run helps eliminate pathogenic microorganisms that cause disease, allowing the collected water to be used for washing hands and watering plants. There are two types of caps that can be in-terchangable, one to water plants or wash hands and the other to allow the bottle to be attached to the gutter system.

CAP AND ATTACHMENT OPTIONS

SITE MODIFICATIONSelecitve excavaton of site for plaement

of rain garden system

SD1.00 SELECTIVE DEMOLITION: DIAGRAMS


Exterior Brick Wall

PORCH MODIFICATIONSelective demolition of existing structure for insertion of proposed design

Exterior Brick Wall

Facade

Exterior Brick Wall

Double Brick Wall

Concrete Pavement

Steps

Fascia

Joist

Sheathing

Underlayment

Shingle

SELECTIVE DEMOLITION: DIAGRAMS SD1.01

GENERAL NOTES:1. THESE DOCUMENTS ARE THE COPY RIGHTED PROPERTY AND INTELLECTUAL PROPERTY OF THE CARNEGIE MELLON UNIVERSITY/PITTSBURGH PROGRAM FOR THE ADAPTIVE TRANSFORMATION OF COMMUNITY HOUSING. THE DOCUMENTS ARE NOT TO BE REPRODUCED OR UTILIZED FOR ANY PURPOSE OTHER THAN ORIGINALLY INTENDED AS STIPULATED ON SHEET IN 1.02 AND GOVERNS ALL SHEETS INCLUDED IN THE INDEX IN1.00 - 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/PITTSBURGH PROGRAM FOR THE ADAPTIVE TRANSFORMATION OF COMMUNITY HOUSING INITIATIVE LETTERHEAD.

2. NONE OF THE DOCUMENTS INCLUDED IN DRAWING INDEX ARE INTENDED TO BE CONSIDERED IN ISOLATION OF ONE ANOTHER. ALL PARTIES/ENTITIES UTILIZING THESE DOCUMENTS FOR BIDDING, QUANTITY SURVEY, AND/OR CONSTRUCTION SHALL CONSULT THE GENERAL NOTES AND INFORMATION LOCATED ON THIS SHEET AND ALL “SP” SERIES (SPECIFICATIONS: CSI DESIGNATED MATERIAL ANNOTATION LEGEND) AND “CA” SERIES (GOVERNING CODE ANALYSIS FOR ADAPTIVE TRANSFORMATION) SHEETS FOR INFORMATION AND CONDITIONS GOVERNING WORK DESCRIBED IN DOCUMENTS LISTED IN THE DRAWING INDEX BEFORE PROCEEDING WITH PROCUREMENT AND/OR CONSTRUCTION. GENERAL INFORMATION AND DATA SHEET(S) (“G”) PROVIDE CODE PROCEDURAL AND USE GUIDELINES GOVERNING ALL BID AND/OR CONSTRUCTION DOCUMENTS. ALL BIDDERS, SUB-BIDDERS, CONTRACTORS, AND SUB-CONTRACTORS SHALL UTILIZE COMPLETE SETS OF THE BIDDING AND/OR CONSTRUCTION DOCUMENTS IN QUANTIFYING AND CONSTRUCTING. NEITHER THE OWNER NOR ARCHITECT ASSUMES RESPONSIBILITY FOR ERRORS, OMISSIONS, OR MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF BIDDING AND/OR CONSTRUCTION DOCUMENTS.

3. DO NOT SCALE DRAWINGS OR UTILIZE SCALED DIMENSIONS. USE ONLY DIMENSIONS/DIMENSIONAL INFORMATION PROVIDED IN THE DOCUMENTS. WHEN NO DIMENSIONAL INFORMATION IS PROVIDED, BIDDER, SUB-BIDDER, CONTRACTOR, AND SUBCONTRACTOR SHALL CONSULT WITH THE ARCHITECT IN WRITING. ENTITIES UTILIZING DOCUMENTS SHALL NOT EXECUTE RELEVANT WORK UNTIL WRITTEN RESPONSE/DIRECTIVE HAS BEEN PROVIDED BY ARCHITECT.

4. ALL CONSTRUCTION MATERIALS AND INSTALLATIONS SHALL CONFORM TO THE INTERNATIONAL RESIDENTIAL CODE 2009 AS WELL AS ALL APPLICABLE FEDERAL CODES, STATE CODES, LOCAL CODES, TRADE ASSOCIATION STANDARDS, AND/OR MANUFACTURERS STANDARDS AS ADOPTED BY THE CITY OF PITTSBURGH.

ABBREVIATIONS:

C.L. - CENTER LINEO.C. - ON CENTERR.O. - ROUGH OPENING

MATERIAL LEGEND:

SYMBOLS LEGEND:

KEYNOTE: KEYNOTE DESIGNATION

ELEVATION TAG:

SHEET NUMBER

DRAWING NUMBER

SECTION TAG:

SHEET NUMBER

DRAWING NUMBER

DETAIL TAG: DRAWING NUMBER

SHEET NUMBER

FINISH FLOOR ELEVATION:

DOOR TAG:

DESIGNATOR

WINDOW TYPE TAG:

DESIGNATOR

01

1

1|AT1.01

1|AT1.01

1AT3.01

F.F.E.0’ - 0”

01

BRICK MASONRY

RIGID FOAM INSULATION

DIMENSIONAL LUMBER

CONCRETE

GYPSUM WALL BOARD

FIBERGLASS INSULATION

PLASTER LATH

STEEL

CONCRETE/BRICK AGGREGATE

01

02

03

04

05

01

02

03

DOOR SCHEDULE:

08350-01 Anderson Outswing Folding Door-Two Panel 2L 3’-2 ¼” x 6’ 10”

08350-02 Anderson Outswing Folding Door-Two Panel 2R 3’-2 ¼” x 6’ 10”

08210-01 Architectural Rectangle Hinged Door H-400series3' 1-5/8" W x 6' 10"

WINDOW SCHEDULE:

08550-01 Andersen casement window 400 series c255 5’-4 13/16” x 4’

08550-02 Andersen casement window 400 series cw155 5’ -4 13/16” x 2’ -4 3/8”

08550-03 Anderson casement window 400 series cw145 4’- 4 13/16” x 2’ – 4 3/8”

08550-04Anderson casement picture window 400 series Ptr 4510 1’ x 4’4 13/16” (x6)

08550-05 Anderson awning window 400 series an451 1’8 ½” x 4’ 4 13/16” (x6)


ADAPT TRANSFORMATION: INDEX AT0.00

01 01 01 0102 02 01 0203

06110-1406110-0506110-03

06110-1606110-21

1. SOUTHWEST PERSPECTIVESCALE: NOT TO SCALE

AT1.00 ADAPT. TRANSFORMATION: EXTERIOR PERSPECTIVE

06110-1406110-05

06110-01

0103

0303

1. SOUTHEAST PERSPECTIVESCALE: NOT TO SCALE






ADAPT. TRANSFORMATION: EXTERIOR PERSPECTIVE AT1.01

AT1.02 ADAPT TRANSFORMATION: FIRST FLOOR PLAN

1|AT1.18

1|AT1.16

1|AT1.10

1|AT1.121|AT1.12

1|AT1

.15

1. FIRST FLOOR PLANSCALE: 1/4” = 1’-0”

01

02

03

03 03

01 010201 0102

07210-01 09250-011|AT1

.131|A

T1.13

ADAPT TRANSFORMATION: FIRST FLOOR PLAN AT1.03

1|AT1.10





01

02

03

03 03

01 010201 0102

07210-01 09250-01


07210-01

AT1.04 ADAPT TRANSFORMATION: SECOND FLOOR PLAN

1|AT1.18

1|AT1.16

1|AT1.10

1|AT1

.15

1. SECOND FLOOR PLANSCALE: 1/4” = 1’-0”

07210-01

ADAPT TRANSFORMATION: SECOND FLOOR PLAN AT1.05

1|AT1.10






01 010201 0102

07210-01

03 03

06110-14 06110-01 06110-1106110-05

04

04

04

04

04

04

05 05

0505

05 05

09250-01

O.C. 01 010201 0102

07210-01

03 03

06110-14 06110-01 06110-1106110-05

04

04

04

04

04

04

05 05

0505

05 05

09250-01

O.C.

AT1.06 ADAPT TRANSFORMATION: FIRST REFLECTED CEILING PLAN

1|AT1.18

1|AT1.16

1|AT1.10

1|AT1.121|AT1.12

1|AT1

.15

1. FIRST REFLECTED CEILING PLANSCALE: 1/4” = 1’-0”

1|AT1

.131|A

T1.13

ADAPT TRANSFORMATION: FIRST REFLECTED CEILING PLAN AT1.07

1|AT1.10





01 010201 0102

07210-01

03 03

06110-14 06110-01 06110-1106110-05

04

04

04

04

04

04

05 05

0505

05 05

09250-01

O.C. 01 010201 0102

07210-01

03 03

06110-14 06110-01 06110-1106110-05

04

04

04

04

04

04

05 05

0505

05 05

09250-01

O.C.


AT1.08 ADAPT TRANSFORMATION: ENLARGED FIRST FLOOR PLAN

1|AT1.18

1|AT1.16

1|AT1.10

1|AT1.12

1|AT1

.15

1AT3.01

1AT3.00

1AT3.04

1. ENLARGED FIRST FLOOR PLANSCALE: 1/2” = 1’-0”

1|AT1

.131|A

T1.13

ADAPT TRANSFORMATION: ENLARGED FIRST FLOOR PLAN AT1.09

1|AT1.10

1|AT1.12

1AT3.03






AT1.10 ADAPT TRANSFORMATION: SECTION WEST

1. BUILDING SECTION WESTSCALE: 1/8” = 1’-0”

1|AT1

.151

AT3.07

ATTIC LEVEL19’ - 5 1/8”

SECOND FLOOR LEVEL10’ - 0”

FIRST FLOOR LEVEL0’ - 0”

BASEMENT LEVEL-10’ - 0”

ADAPT TRANSFORMATION: SECTION WEST AT1.11






AT1.12 ADAPT TRANSFORMATION: ENLARGED SECTION WEST

1AT3.04

1. ENLARGED SECTION WESTSCALE: 1/2” = 1’-0”

1|AT1

.131|A

T1.13

1. ENLARGED CROSS SECTIONSCALE: 1/4” = 1’-0”

ADAPT TRANSFORMATION: ENLARGED CROSS SECTION AT1.13





1|AT1

.19

1|AT1

.17

1|AT1

.121|A

T1.12

1|AT1

.101|A

T1.10

1AT3.08


1. SOUTH ELEVATIONSCALE: 1/4” = 1’-0”

01 02031

AT3.09

1|AT1

.19

1|AT1

.17

1|AT1

.101|A

T1.10







AT1.14 ADAPT TRANSFORMATION: SOUTH ELEVATION

ADAPT TRANSFORMATION: SOUTH ELEVATION AT1.15






AT1.16 ADAPT TRANSFORMATION: EAST ELEVATION

1. EAST ELEVATIONSCALE: 1/4” = 1’-0”

03 03

1|AT1

.13

1|AT1

.15

ADAPT TRANSFORMATION: EAST ELEVATION AT1.17






AT1.18 ADAPT TRANSFORMATION: WEST ELEVATION

1. WEST ELEVATIONSCALE: 1/4” = 1’-0”





ADAPT TRANSFORMATION: WEST ELEVATION AT1.19

01 01 01 0102 02

1|AT1

.13

1|AT1

.15


AT2.00 ADAPT TRANSFORMATION: PERSPECTIVE SECTION

1. PERSPECTIVE SECTIONSCALE: NOT TO SCALE





ADAPT TRANSFORMATION: PERSPECTIVE SECTION AT2.01


AT2.02 ADAPT TRANSFORMATION: AXONOMETRIC SECTION

1. AXONOMETRIC SECTIONSCALE: NOT TO SCALE

ADAPT TRANSFORMATION: AXONOMETRIC SECTION AT2.03






AT3.00 ADAPT TRANSFORMATION: PLAN DETAIL 1

1. SW CORNER DETAILSCALE: 1 1/2” = 1’-0”

08550-02

08210-01

06110-15

09051-05

07240-0106110-03

06110-02

06110-23

08870-01

06110-23

06110-11

09051-04 09501-01

KEYNOTES1. ALIGN 4”X4”X5’6” WOOD COLUMN TO THE ON TOP OF THE 2 1/2” BRICK WALL, FLUSH WITH THE EDGE OF THE WALL2. ALIGN 4“X4” WOOD COLUMN ON THE CORNER BETWEEN THE 4“X4”X5’6” WOOD AND 2“X6” WINDOW FRAME3. INSTAL THE CASING AND CAULK THE GAP BETWEEN THE EXTERIOR BRICK AND THE CASING4. FASTEN THE WINDOW FRAME WITH ‘JAMB CLIP FLAT’ AND SCREWS TO THE 2”X6”5. ALIGN 2”X6” NEXT TO THE 4”X4” COLUMNS AS A PART OF A WINDOW FRAME6. NOTCH-IN THE GLASS IN BETWEEN THE TWO 2”X4” WOOD 7. MAKE 3/4” CUTS INTO 2”X4” WOOD AND INSTAL THEM NEXT TO WOOD COLUMNS 8. PLACE 2”X4” NEXT TO THE SIDELIGHT FRAME AND FASTEN TO THE ENTRANCE DOOR FRAME

2 4

1

6

5

7

8

3

ADAPT TRANSFORMATION: PLAN DETAIL 2 AT3.01

1. NW CORNER DETAILSCALE: 1 1/2” = 1’-0”





08550-02

06110-11

06110-11

09051-04

06110-23

06110-02

09250-01

07210-01

07240-0109051-05

08550-01

KEYNOTES

12

4

56 3

4

3

09051-03

1. PLACE A 2”X4” LUMBER SPACER NEXT TO THE EXISTING BRICK WALL 2. PLACE THE INSULATION NEXT TO THE SPACER3. FASTEN THE WINDOW FRAME WITH ‘JAMB CLIP FLAT’ AND SCREWS TO THE 2”X6”4. INSTAL THE CASING AND CAULK THE GAP BETWEEN THE EXTERIOR BRICK AND THE CASING5. ENCLOSE THE INSULATION AND THE 2”X4” WOOD FRAME WITH DRYWALL6. INSTAL 4”X4” WOOD COLUMN NEXT TO THE BRICK WALL

09051-04

09051-03


AT3.02 ADAPT TRANSFORMATION: PLAN DETAIL 3

1. NE CORNER DETAILSCALE: 1 1/2” = 1’-0”

08550-03

09051-0409051-0109051-05

06110-01

07210-01

07240-01

06110-15

06110-1508350-02

09250-01

1267 3

4

5

KEYNOTES1. PLACE A 2”X4” LUMBER SPACER NEXT TO THE EXISTING BRICK WALL 2. PLACE THE INSULATION NEXT TO THE SPACER3. FASTEN THE WINDOW FRAME WITH ‘JAMB CLIP FLAT’ AND SCREWS TO THE 2”X6”4. INSTAL THE CASING AND CAULK THE GAP BETWEEN THE EXTERIOR BRICK AND THE CASING5. ENCLOSE THE INSULATION AND THE 2”X4” WOOD FRAME WITH DRYWALL6. ALIGN 4”X4” AND 2”X4” WOOD COLUMNS NEXT TO THE BRICK WALL7. CHEW GUM FOR AT LEAST 2MINUTES USING YOUR JAW. SPIT OUT THE GUM AND MOLD IT INTO AN ELLIPSE. THEN PLACE IT BETWEEN THE DOOR FRAME AND THE 4”X4” WOOD FRAME. APPLY PRESSURE ON THE FRAME AGAINST THE 4”X4” COLUMN.

ADAPT TRANSFORMATION: PLAN DETAIL 4 AT3.03

1. SE CORNER DETAILSCALE: 1 1/2” = 1’-0”





07210-01

06110-23

06110-01

09250-01

09250-1309251-01

09051-04

09251-0807240-01

08550-03

KEYNOTES1. PLACE A 2”X4” LUMBER SPACER NEXT TO THE EXISTING BRICK WALL 2. PLACE THE INSULATION NEXT TO THE SPACER3. FASTEN THE WINDOW FRAME WITH ‘JAMB CLIP FLAT’ AND SCREWS TO THE 2”X6”4. INSTAL THE CASING AND CAULK THE GAP BETWEEN THE EXTERIOR BRICK AND THE CASING5. ENCLOSE THE INSULATION AND THE 2”X4” WOOD FRAME WITH DRYWALL6. ALIGN 4”X4” WOOD COLUMN NEXT TO THE BRICK WALL

4

3

1 265


AT3.04 ADAPT TRANSFORMATION: SECTION DETAIL 1

1. DOOR SECTION DETAILSCALE: 1 1/2” = 1’-0”

KEYNOTES

1. SET BRICK AGGREGATE CONCRETE ACCORDING TO CONSTRUCTED FORMWORK2. ERECT 4” X 4” COLUMN AND BEAM WOOD FRAMING.3. CONSTRUCT PORCH OVERHEAD WOOD FRAMING SYSTEM WITH 2” X 12” LUMBER RAFTERS AND 2” X 6” LUMBER BEAMS. INSTALL ABOVE ERECTED COLUMN AND BEAM PORCH SYSTEM.4. CONSTRUCT WINDOW FRAMING SYSTEM AND INSTALL SPECIFIED PICTURE WINDOW AND AWNING WINDOW SYSTEMS (SEE WINDOW SCHEDULE FOR REFERENCE). SET IN PLACE WITHIN OVERHEAD WOOD FRAMING SYSTEM.5. ATTACH 2” X 4” TRELLIS SYSTEM NOTCHED ABOVE OVERHEAD FRAMING SYSTEM.6. ASSEMBLE DOOR FRAMING SYSTEM AND INSTALL SPECIFIED HINGED DOOR AND FOLDING DOORS (SEE DOOR SCHEDULE FOR REFERENCE)7. ASSEMBLE TRANSOM GLAZING SYSTEM. INSTALL ABOVE HINGED DOOR SYSTEM8. ASSEMBLE AND INSTALL RAILING SYSTEM ACCORDING TO (REPLACE WITH AT.SHEET-REFERENCE)

06110-14

06110-05

06110-09

06110-04

08550-04

06110-03

08210-01

08870-02

2

3

5

4

1

6

7

8

ADAPT TRANSFORMATION: SECTION DETAIL 2 AT3.05

1. ROOF SECTION DETAILSCALE: 1 1/2” = 1’-0”





KEYNOTES

1. REPLACE TEMPORARY SHORING SYSTEM WITH STEEL LINTELS TO SUPPORT THE REMAINING FACADE AFTER COMPLETION OF DEMOLITION.2. INSTALL 2” POLYURETHANE RIGID FOAM INSULATION OVER EXISTING PLASTER LATH AND WOOD FURRING FINISH TO REDUCE HEAT LOSS AND PROVIDE MOISTURE CONTROL.3. INSTALL 5/8” GYPSUM PLASTERBOARD FINISH OVER INSULATION. APPLY PAINT, PRIMER AND ONE-COAT.4. ATTACH QUARTER ROUND MOLDINGS ALONG WALL TO FLOOR SEAM TO FINISH.5. ERECT 4” X 4” COLUMN AND BEAM WOOD FRAMING.6. CONSTRUCT PORCH OVERHEAD WOOD FRAMING SYSTEM WITH 2” X 12” LUMBER RAFTERS AND 2” X 6” LUMBER BEAMS. INSTALL ABOVE ERECTED COLUMN AND BEAM PORCH SYSTEM.7. CONSTRUCT WINDOW FRAMING SYSTEM AND INSTALL SPECIFIED PICTURE WINDOW AND AWNING WINDOW SYSTEMS (SEE WINDOW SCHEDULE FOR REFERENCE). SET IN PLACE WITHIN OVERHEAD WOOD FRAMING SYSTEM.8. ATTACH 2” X 4” TRELLIS SYSTEM NOTCHED ABOVE OVERHEAD FRAMING SYSTEM.

1 2

3

09250-0107210-01

5

4

67

8

06110-14

06110-05

08550-04

08550-05

06110-09

06110-04

06110-03

06110-0205120-01



1. WALL SECTION DETAILSCALE: 1 1/2” = 1’-0”

KEYNOTES

1 NEW 4” CONCRETE AND BRICK AGGREGATE 2 PLACE 2” RIGID INSULATION ALONG BRICK3 ALIGN 5.8” GYPSUM BOARD WITH INSULATION4 PLACE 2” X 6” WOOD FRAME 5 INSERT ANDERSEN AUXILIARY CASING AND CAULK6 INSERT ANDERSEN WINDOW7 PLACE LINTEL ABOVE WINDOW TO SUPPORT EXISTING BRICK

1

2

3

7

4

5

6

05120-01

07210-01

09250-01

03

06110-12

09051-05

07240-01

06110-12


1. GUTTER SECTION DETAIL





07715-01

09250-01

07210-01

07210-02

KEYNOTES

1. INSTALL 2” POLYURETHANE RIGID FOAM INSULATION OVER EXISTING PLASTER LATH AND WOOD FURRING FINISH TO REDUCE HEAT LOSS AND PROVIDE MOISTURE CONTROL.2. INSTALL 5/8” GYPSUM PLASTERBOARD FINISH OVER INSULATION. APPLY PAINT, PRIMER AND ONE-COAT.3. REMOVE EXISTING FLOOR FINISH FROM ATTIC FLOOR SYSTEM AND INSTALL 12” R-38 HIGH DENSITY FIBERGLASS BLANKET INSULATION IN BETWEEN THE SECOND FLOOR AND THE ATTIC TO REDUCE HEAT LOSS. PLACE INSULATION IN BETWEEN THE EXISTING FLOOR JOISTS . 4. RECOVER ATTIC FLOOR WITH PLYWOOD SHEATHING.5. INSTALL LEAFGAURD SEAMLESS GUTTER SYSTEM ALONG THE EXISTING ROOF.

1

2

3

54



1. ROOF SECTION DETAILSCALE: 1 1/2” = 1’-0”

06110-03

06110-05

09051-0309051-01

06110-06

06110-04

06110-01

06110-03

KEYNOTES

1 2 3 4 5

1. FASTEN THE 2”X12” AND 4”X4” WITH A METAL BRACE AND SCREWS2. MAKE A CUT ON THE TRELLIS WOOD BY THE DEPTH OF 3/4” AND NOTCH IN THE 2”X12” WOOD3. REST THE TRELLIS ON THE BRICK WALL4. FASTEN THE SCREW THROUGH THE METAL BRACE AND THE BRICK5. FASTEN THE SCREW THROUGH THE METAL BRACE AND THE WOOD TRELLIS


1. RAIL SECTION DETAILSCALE: 1 1/2” = 1’-0”





07715-01

07715-0207715-03

06110-16

06110-21

06110-17

06110-22

09051-09

09051-10

09051-02

09051-03

KEYNOTES

1 NEW 4” CONCRETE AND BRICK AGGREGATE 2 PLACE PIN IN CONCRETE FLOOR AND ATTACH WOOD POST3 DRILL HOLE TO PLACE 2“ X 4” WOOD RAILING, CAP RAILING AND PLACE WITHIN BRICK4 ALIGN PLATE TO WOOD AND BRICK AND ATTACH WITH PLATE AND CONCRETE ANCHOR5 FASTEN WOOD RAIL TO POST THRU PLATE6 ATTACH .5” WOOD RAIL AT NOTCHED POINTS IN WOOD SUPPORT RAIL7 ATTACH 2” X 4” WOOD HAND RAIL TO NOTCHED SUPPORT RAILS8 ALIGN PLATE TO WOOD AND SCREW IN PLACE9 ALIGN GUTTER TO EXTERIOR BRICK WALL10 ATTACH GUTTER TO BRICK WITH METAL CHANNEL11 ATTACH WATER BOTTLE TO GUTTER

1

23

45 6

7 3

8

9

1110


DESSICANTFLASHING CAP

CUSTOMIZED CURVED GLASSS

AIRTIGHT SEALANT

FLASHING CAP

OPEN AND CLOSED CONDITION

WINDOW COMPONENT

AT3.10 ADAPT TRANSFORMATION: WINDOW DIAGRAM


ASSEMBLY SEQUENCE: PICTORAL DEPICTION OF STAGED IMPLIMENTATION AS1.00

1. STATE AFTER DEMOLITION

2. SHORING & LINTEL

AS1.01 ASSEMBLY SEQUENCE: PICTORAL DEPICTION OF STAGED IMPLIMENTATION

3. AGGREGATE CONCRETE (THERMAL MASS)

4. CONCRETE STEPS AND PLANTERS



5. BRICK MASONRY WALLS

6. 4”X4” LUMBER


7. 4”X4” LUMBER BEAMS

8. 2”X12” LUMBER



9. 2”X4” LUMBER & WINDOWS

10.2”X4” LUMBER


11. 2” POLYURETHANE RIGID INSULATION

12. 2”X4” AND 1/2”X1/2” LUMBER



13. GRASS

NORTH-SOUTH ORIENTATIONRow houses oriented along the North-South orientation can take advantage of the southern exposure for passive solar heating gains and sunlight. Depending on the orientation and location of the home, the extension of the living space can be situated along the South. this would either be in front of the house or the back, depending on the orientation. the glass extension can be manipulated in terms of depth according to the site setbacks and condition of the buildings.

The two lareger digrams depict the glass living space along the south side, situated either in the front or the back of the house. The depth of extension would depend on the existing lot room. The glass can either be placed within a corner of the house, extended only a portion, or taken to the full extension that was originally designed for the main home.

The smaller three diagrams show the glass extension placed in the back of the house along the south in both conditions of an existing row house and extension. Another alternative woud be to place the extension flush along a front southern facade.

OM1.00 ADAPTIVE TRANSFORMATION ORIENTATION MODIFICATION

N

N

N

sidewalk

sidewalk

sidewalkN

sidewalk

Nsidewalk


ADAPTIVE TRANSFORMATION ORIENTATION MODIFICATION OM1.01

EAST - WEST ORIENTATIONHouses oriented along the East-West orientation can utilize the long south facade (if provided with access to sun or a vacant lot) to extend the living space outwards and gain passive solar heating. In situations where homes are attatched, the design can be modified to be placed on either the east or west facade.

The two large diagrams depict the utilization of the south facade depending on the presence of a vacant lot. The glass can either be flush or extend outwards depending on the lot condition. If a vacant lot is not present, the deisgn can be relocated to the West side.

The three small diagrams are iterations depicting other placements of the extension. The facade can be oriented along the west depending on available sunlight.

sidewalk

sidewalk

sidewalk

sidewalk

sidewalkN

vacant lot condition

vacant lot condition

PITTSBURGH HOME REHABILITATION PROGRAM (PHRP) &PHRP PLUS FOR ENERGY EFFICIENCY

Loan : Home Improvement$25,0000% interest rate up to 20 years

Grants: Energy Efficiency and Home ImprovementPHRP PLUS : $2,100 (energy efficiency)PHRP: $2,000 - $2,500(exterior)

http://www.ura.org/pittsburgh_residents/factsheets/PHRP.pdf

HOME DEPOT GRANT

Community revitalization project to create healthy and sustainable homesThe LEED for Homes Initative for Affordable Housing collaborated with The Home Depot Foundations for this grant to promote green affordable housing.

http://www.homedepotfoundation.org/

PITTSBURGH PARTY WALL PROGRAM

Grant: $10,000 To rehabilitate exposed party walls

Documents Needed:-Two (2) most recent pay stubs and/or copies of your Social Security andpension verification for all members of the household. -A copy of your 2008 Federal Income Tax Return or 2008 PropertyTax/Rent Rebate Form. If you do not file a tax return or rebate form,please call 1-800-829-1040 and request a “Form 1722” letter.- A full copy of your deed.

Send the Application and Documents to:URA of Pittsburgh200 Ross StreetPittsburgh, PA 15219Attn: Sharon Taylor

http://www.ura.org/pittsburgh_residents/factsheets/PPWP-OwnerApplication.pdf

ENERGY POLICY ACT 2005

Tax Incentive programUp to $500Tax Credit for energy efficient appliances, windows and insulation

$10,000GRANT

$25,000LOAN

$2,000- $2,500GRANT

$500TAX CREDIT

IMP1.00 IMPLEMENTATION DOCUMENTATION: LOGISTICS

POSSIBLE FUNDING SOURCES


IMPLEMENTATION DOCUMENTATION: LOGISTICS IMP1.01

HOPE VI REVITALIZATION GRANT

Grant funds provided to a community organization or public housing authority to revitalize existing housing and relocate public housing residents into mixed income communities. The Middle-Income Homeownership Program provides funding for homeowners and potential homeowners at less than 100% of the area median income for a 4-person family. These funds can be used to repair of add-on to existing homes or to demolish and construct new ones. The goal of this program is to improve the condition of existing housing stock in the community and provide assistance for residents to move out of public housing and into more mixed-income areas.

Through Middle-Income Homeownership Program, Hope VI funds may be used to cover costs of the following:-downpayments and closing costs-provision of subordinate mortgages-construction financing for rehabilitation costs-demolition, abatement of hazardous materials, owner relocation, homeowner-ship counseling, site improvements, administration, marketing, and legal costs related to constrcution and rehabilition.

Applicable houses and market values:-119 41st Street: $34,400-124 42nd Street: $83,400-109 42nd Street: $24,800-111 42nd Street: $18,600-113 42nd Street: $22,700-138 44th Street: $20,500-150 44th Street: $31,600-133 45th Street: $48,200-143 45th Street: $35,800-168 46th Street: $66,100-133 46th Street: $38,100-175 46th Street: $53,100-306 45th Street: $23,900-272 46th Street: $37,700-302 46th Street: $30,000-4627 Bancroft Street: $31,900

Send the Application and Documents to:Apply through Grants.gov website.

http://www.hud.gov/offices/pih/programs/ph/hope6/grants/revitalization/revgrantmonitoring.pdf

IMP1.02 IMPLEMENTATION DOCUMENTATION: LOGISTICS

1

2

3

4

5

6

7

8

+

APPLYBUILDING PERMITS

APPLYGRANTS AND LOANS

ACQUIREMATERIALS FOR CONSTRUCTION

RELOCATERESIDENT STAYS AT NEIGHBOR

EXTENSIONCONSTRUCTION NEW PORCH

INSULATEPLACE IN WALL INSULATION

MANAGEADD RAIN GARDEN FOR WATER MANAGEMENT

INSPECTFINAL INSPECTION

1. ZONING COUNTER 2. FILE ROOM3. ENGINEER’S COUNTER4. LICENSE & CASHIER COUNTER

1. LAND OPERATION PERMIT2. DEPARTMENT OF CITY PLANNING3. DEPARTMENT OF PUBLIC WORKS4. PITTSBURGH WATER AND SEWER AUTHORITY5. BBI6. LICENSE & CASHIER COUNTER

SEE GRANT INFORMATION PAGEHOPE 6PITTSBURGH PARTY WALL PROGRAMPITTSBURGH HOME REHABILITATION PROGRAM &PHRP PLUS FOR ENERGY EFFICIENCYHOME DEPOT GRANTENERGY POLICY ACT 2005

TO 4625 BANCROFT STREET

SEE CSI SPECIFICATIONS

SEE SITE CONTEXT DOCUMENTS

1. FOOT INSPECTION2. ROUGH-IN INSPECTIONS3. A FINAL INSPECTION

SEE ADAPTIVE TRANSFORMATION DOCUMENTSSEE CRITICAL PATH

SEE ADAPTIVE TRANSFORMATION DOCUMENTSSEE CRITICAL PATH


BUILDING PERMIT1) ZONING COUNTER: Turn in application made by a contractor licensed by the City of Pittsburgh. Approval required for new construction/addi-tions. An applicant must provide a survey or a plot plan (a hand drawn plan of the property ). Plan must indicated structures in relation to property lines and to the street(s). $25 Zoning Processing Fee 2) FILE ROOM: Clerk will check for outstanding code violation notices. 3) ENGINEER’S COUNTER: Review of plan- 15 working days. 4) LICENSE & CASHIER COUNTER: Pay by check or money order to cashier.

WHAT TO BRING WITH YOU:Correct address of the job site. Owner’s name, address, and phone number. Residential Building Permit Application A check or money order to pay for the permit. Any required construction plans signed and sealed by a professional (engineer or architect) registered with the Commonwealth of Pennsylvania. The Fee

LAND OPERATION PERMITS ALL LAND1)Obtain a Land Operations Permit Application(http://www.city.pittsburgh.pa.us/BBI/html/land_operation_permit.html#is_required). The application signature must be witnessed by a notary. 2) Take application to Department of City Planning- 200 Ross Street, 3rd Floor for review, approval and signature. 3) Take application fo Department of Public Works at 414 Grant Street, room 301. 4) Take application to Pittsburgh Water and Sewer Authority at 1200 Penn Avenue, Penn-Liberty Plaza 1. 4)Take application to BBI for final review and authorized signature. BBI will contact applicant when permit has been approved. 5)License & Cashier’s counter where check or money order is made.

WHAT TO BRING WITH YOU: Initial submission: Completed Land Operations Checklist and Application, Plot Plan, Plot Plan Requirements, Identification of site involved,Official street address, Property dimensions, Lot and Block Number, Plan shall show existing and proposed buildings and other structures and adjacent streets and public or private property, Plans or statements clearly describing the nature and extent of the operations, General plan of work, cross sections, contours, soil & rock strata description, coal workings, locations of utilities, details of surface protection, details of walls or other structures on property. Plan showing preparation of natural ground surface by benching and removal of top soil, vegetation and other materials, Description of surface and subsurface draining control, Results of stability and analysis, Description of kind of material to be used in fill, Statement of intended moisture density control of fill, Statement of method of compacting fill and thickness of layers to be used in such compacting, Statement of tests to be made prior to and during the process of filling and the names of persons or agencies responsible for making the tests, Special Inspector Forms, Special Inspector Requirements Special Inspector Initial Report, Insurance certificate for work, Performance Bond , A check or money order to pay for the permit. Excavation,fill: (up to 1000 cubic yards) each permit $78.00

INSPECTIONIt is the responsibility of the permit holder to arrange for all required inspections by contacting the appropriate inspector. The inspector’s name and phone number may be found in bold print on the permit. Required inspections include:

1)Footer inspection - after trenches or ditches are evacuated, forms and reinforcement are in place and before footer is poured or constructed. 2)Rough-in inspections - after the completion and prior to the concealment of framing, fire blocking, and any other building component. 3) A final inspection when all work is complete. measured from the bottom of the footing to the top of the wall, unless supporting a surcharge.

IMPLEMENTATION DOCUMENTATION: LOGISTICS IMP1.03

IMP2.00 IMPLEMENTATION DOCUMENTATION: CRITICAL PATH ANALYSIS


IMPLEMENTATION DOCUMENTATION: CRITICAL PATH ANALYSIS IMP2.01

PROJECT DESIGN

ORIENTATION MODIFICATIONPROGRESSIVE IMPLEMENTATION & UNIT COST ESTIMATE

10%

IDENTIFY WATER MANAGEMENT & ENCLOSURE MODIFICATIONSCODE ANALYSIS

GRAPHIC REPRESENTATION OF ADAPTIVE TRANSFORMATION

PROJECT SCOPE

IDENTIFY HEATING & COOLING METHODS

ANALYZE DEMOGRAPHIC & ENVIRONMENTAL DATA

IDENTIFY TYPOLOGY CASE STUDY BUILDING

IDENTIFY HOUSING TYPOLOGY & LOCATIONS

IDENTIFY LAND USE & ZONING REQUIREMENTS FOR REGION

CATALOG SITE UTILIZATION

IDENTIFY DEVIATIONS FROM CODE STIPULATIONS

CATALOG HOUSING CONDITIONS

IDENTIFY MATERIAL & CONSTRUCTION TYPES

WEEK 1 WEEK 2 WEEK 3 WEEK 4 WEEK 5 WEEK 8 WEEK 9

35%

WEEK 10 WEEK 11WEEK 6 WEEK 765%

WEEK 15WEEK 12 WEEK 13 WEEK 14BENCHMARK



PROJECT DESIGN

ORIENTATION MODIFICATIONPROGRESSIVE IMPLEMENTATION & UNIT COST ESTIMATE

10%

IDENTIFY WATER MANAGEMENT & ENCLOSURE MODIFICATIONSCODE ANALYSIS

GRAPHIC REPRESENTATION OF ADAPTIVE TRANSFORMATION

PROJECT SCOPE

IDENTIFY HEATING & COOLING METHODS

ANALYZE DEMOGRAPHIC & ENVIRONMENTAL DATA

IDENTIFY TYPOLOGY CASE STUDY BUILDING

IDENTIFY HOUSING TYPOLOGY & LOCATIONS

IDENTIFY LAND USE & ZONING REQUIREMENTS FOR REGION

CATALOG SITE UTILIZATION

IDENTIFY DEVIATIONS FROM CODE STIPULATIONS

CATALOG HOUSING CONDITIONS

IDENTIFY MATERIAL & CONSTRUCTION TYPES

WEEK 1 WEEK 2 WEEK 3 WEEK 4 WEEK 5 WEEK 8 WEEK 9

35%

WEEK 10 WEEK 11WEEK 6 WEEK 765%

WEEK 15WEEK 12 WEEK 13 WEEK 14BENCHMARK


SYSTEMS MODIFICATIONWEEK WEEKWEEK 7WEEK 1 WEEK 2 WEEK 3 WEEK 4 WEEK 5 WEEK 6

REMOVE EXISTING PORCH, SALVAGE BRICKS

SET UP SHORING SYSTEM

REMOVE BOTTOM PORTION OF SOUTHWEST WALL, SALVAGE BRICKS

ASSEMBLE LINTEL SYSTEM BENEATH REMAINING MASONRY WALL

DISASSEMBLE AND REMOVE SHORING

PREPARE CONCRETE FORMWORK FOR THERMAL MASS FLOOR SYSTEM

BREAK DOWN CONCRETE DRIVEWAY

CREATE BRICK AGGREGATE CONCRETE MIXTURE

ASSEMBLE AND INSTALL WOOD FRAMING MEMBERS

ASSEMBLE AND INSTALL RAILING SYSTEM

PREPARE CONCRETE FORMWORK FOR PLANTER

POUR CONCRETE INTO FRAMEWORK, LET SET

REMOVE FRAMEWORK

PLANT GRASS ON SITE

STAKE OUT PERIMETER OF PROPOSED RAIN GARDEN

REMOVE DEMOLITION WASTE FROM SITE

INSTALL WINDOW AND DOOR SYSTEMS

ASSEMBLE TRELLIS SYSTEM

MULCH AND WATER PLANTS TWICE A WEEK UNTIL PLUGS ESTABLISH

ASSEMBLE AND ATTACH WATER COLLECTION SYSTEM TO GUTTERINSTALL LEAFGUARD SEAMLESS GUTTER SYSTEM ON ROOF AND PORCH

WEEK

W K

W K

W K

FILL PLANTER WITH SOIL AND PLANT DESIRED VEGETATION

REMOVE EXISTING GUTTER SYSTEM

EXCAVATE SOIL TO ACHIEVE SPECIFIED DIMENSIONS (SC1.05 )

LEVEL THE RAIN GARDEN AND SMOOTH OUT THE SOIL

FOLLOW PREVENTATIVE MEASURES FOR EROSION CONTROL ON BERM

CREATE A SMOOTH, COMPACT BERM WITH DISPLACED SOIL

PLANT RECOMMENDED VEGETATION ACCORDING TO PLANNED LAYOUT

PREPARE GROUND, SMOOTH SOIL



SYSTEMS MODIFICATIONWEEK WEEKWEEK 7WEEK 1 WEEK 2 WEEK 3 WEEK 4 WEEK 5 WEEK 6

REMOVE EXISTING PORCH, SALVAGE BRICKS

SET UP SHORING SYSTEM

REMOVE BOTTOM PORTION OF SOUTHWEST WALL, SALVAGE BRICKS

ASSEMBLE LINTEL SYSTEM BENEATH REMAINING MASONRY WALL

DISASSEMBLE AND REMOVE SHORING

PREPARE CONCRETE FORMWORK FOR THERMAL MASS FLOOR SYSTEM

BREAK DOWN CONCRETE DRIVEWAY

CREATE BRICK AGGREGATE CONCRETE MIXTURE

ASSEMBLE AND INSTALL WOOD FRAMING MEMBERS

ASSEMBLE AND INSTALL RAILING SYSTEM

PREPARE CONCRETE FORMWORK FOR PLANTER

POUR CONCRETE INTO FRAMEWORK, LET SET

REMOVE FRAMEWORK

PLANT GRASS ON SITE

STAKE OUT PERIMETER OF PROPOSED RAIN GARDEN

REMOVE DEMOLITION WASTE FROM SITE

INSTALL WINDOW AND DOOR SYSTEMS

ASSEMBLE TRELLIS SYSTEM

MULCH AND WATER PLANTS TWICE A WEEK UNTIL PLUGS ESTABLISH

ASSEMBLE AND ATTACH WATER COLLECTION SYSTEM TO GUTTERINSTALL LEAFGUARD SEAMLESS GUTTER SYSTEM ON ROOF AND PORCH

WEEK

W K

W K

W K

FILL PLANTER WITH SOIL AND PLANT DESIRED VEGETATION

REMOVE EXISTING GUTTER SYSTEM

EXCAVATE SOIL TO ACHIEVE SPECIFIED DIMENSIONS (SC1.05 )

LEVEL THE RAIN GARDEN AND SMOOTH OUT THE SOIL

FOLLOW PREVENTATIVE MEASURES FOR EROSION CONTROL ON BERM

CREATE A SMOOTH, COMPACT BERM WITH DISPLACED SOIL

PLANT RECOMMENDED VEGETATION ACCORDING TO PLANNED LAYOUT

PREPARE GROUND, SMOOTH SOIL


MODIFICATION CSI No. SYSTEM UNIT QUANTITY COST PER UNITY ($ / UNIT) HARD COST ($)

2250-01 Shoring for brick facade $0.00

4060 Masonry Mortar [Quikrete 110210 Mortar Mix For Masonry (Pack of 6)] 1 17.34 $17.344080 Masonry Anchorage and Reinforcement $0.004081 Masonry Anchorage $0.00

Quikrete Concrete 9.28 94.5 $876.96

05120-01 Steel lintel 2

06110-01 4" x 4" 98.7 1.16 $114.492" x 12" 69 1.39 $95.912" x 6" 182.5 0.6 $109.502" x 4" 348.5 0.27 $94.10.5 x .5 68 0.02 $1.36

BUILDING INSULATION

7210-01 2" Polyurethane Rigid Foam Insulation 2282 0.875 $1,996.7507210-02 12" R-38 high Density fiberglass blacket insulation 1320 1 $1,320.00

EXTERIOR INSULATION AND FINISH SYSTEM07240-01 DAP ALEX 10.1oz Painter's All-Purpose Acrylic Latex Caulk (12-pack) 1 24.82 $24.82

Workforce Dripless 9in. Caulk Gun 1 2.97 $2.9707715-01 Leaf Guard Seamless Gutter 5 72 $360.0007715-02 Water bottle rainwater collector 22 $0.0007715-03 Metal channel clip to attach gutter to brick $0.00

WINDOW08210-01 Architectural Rectangle Hinged Door H-400 1 1594 $1,594.0008350-01 Andersen Outswing Folding Door Two Panel 2 3216 $6,432.0008550-01 Andersen casement window 400 c255 2 391 $782.0008550-02 Andersen casement window 400 cw155 2 391 $782.0008550-03 Andersen casement window 400 cw145 2 391 $782.0008550-04 Andersen casement picture window 400 6 465 $2,790.0008550-05 Andersen awning window 400 an451 6 422 $2,532.00

PLASTIC GLAZING8870 Glazing 85.5 12 $1,026.00

FINISHES09250-01 Gypsum board 0.25 3602 $900.50

Paint 0.1 3602 $360.20

FASTENERS09051-01 3/4 The Hilman Group Flat Philips Wood Screws 500 0.0994 $49.7009051-02 1/2 The Hilman Group Flat Philips Wood Screws 250 0.0994 $24.8509051-03 Stanley-National Hardware Double Wide Corner Brace 32 0.66 $21.1209051-04 Jamb clip flat 34 $0.0009051-05 Andersen auxiliary casing $0.0009051-06 Andersen aluminum reinforced join $0.0009051-07 Andersen exterior trim strip $0.0009051-08 Andersen casing $0.0009051-09 The Hillman Group flat head sleeve anchor 8 9 $72.0009051-10 1-1/2" The Hillman Group flat head phillips wood screws 40 0.0662 $2.65

$23,165.220.10 $2,316.52

$25,481.740.98 $24,972.11

$24,972.11

1620$15.41

$78,000.00

$63.56TOTAL UNIT COST ($/unit)

PITTSBURGH LOCATION FACTORADJUSTED TOTAL ($)

TOTAL COST OF ADDITION ($)

COST PER UNIT ($/sq.ft.)TOTAL AREA (sq.ft.)

CONTINGENCYTOTAL COST ($)

EXISTING HOUSE VALUE ($)

SHORING AND UNDERPINNING

MASONRY

WOOD FRAMING

STRUCTURAL STEEL






06110-01 4" x 4" 98.7 1.16 $114.492" x 12" 69 1.39 $95.912" x 6" 182.5 0.6 $109.502" x 4" 348.5 0.27 $94.10.5 x .5 68 0.02 $1.36

BUILDING INSULATION







Paint 0.1 3602 $360.20


$23,165.220.10 $2,316.52

$25,481.740.98 $24,972.11

$24,972.11

1620$15.41

$78,000.00








MASONRY

WOOD FRAMING

STRUCTURAL STEEL






06110-01 4" x 4" 98.7 1.16 $114.492" x 12" 69 1.39 $95.912" x 6" 182.5 0.6 $109.502" x 4" 348.5 0.27 $94.10.5 x .5 68 0.02 $1.36

BUILDING INSULATION







Paint 0.1 3602 $360.20


$23,165.220.10 $2,316.52

$25,481.740.98 $24,972.11

$24,972.11

1620$15.41

$78,000.00








MASONRY

WOOD FRAMING

STRUCTURAL STEEL



HEAT LOSS CALCULATION : INSULATION

Existing Conditions New Conditions U value total area sqft heat loss coefficient new U value new heat loss coefficient

Wall .289 2550 736.9 .067 170.85

Window .5 197.9 98.95

Roof .339 1010 342.4

Floor .287 660 189.7 .0241 15.9

Infiltration AC x .018 x volume cu. ft

1.5 x .018 x 13,200 = 356.4

TOTAL HEAT LOSS COEFFICIENT (total UA): 1724.35 (existing) 1158.3 (new)

Peak Heat Loss = total ua x t (design indoor F - design outdoor F) 108634.06=1724.35 x (68 - 5 =) 63

Annual Heat Loss = total ua x 24 hrs x annual degree days 246982099.2 mmbtu=1724.35 x 24 x 5968

Building Energy Performance: 246982099.2 mmbtu/1320 sq ft = 187107.65

Heating total = UA x 24 1724.35 x 24 = 41384.4 27799.2

CALCULATED HEATING EXPENSES41384.4x 5968 = 246982099.2 = 246.9/ .70 = 352.7 x 12.12 = $4274.89 (existing)

27799.2 x 5968= 165905625.6 = 165.9/.70 = 237 x 12.12 = $2872.44 (new)

Using insulation on the interior walls and ceiling of the basement and second floor drastically reduce the heating expenses to $2872.44, with a total savings of $1402.45 per year.

TOTAL COST OF INSULATION: $3316TOTAL PAYBACK TIME: 28.5 months = 2.3 years

$3316

$4274.89 + = $2872.44

insulation


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