Adrian P. Koerner, RA, BCO, Leed AP Chief Building Official ......J&M Preservation Studio 105 Rutgers Avenue, #244 Swarthmore, PA 19081 P: 215 769 1133 F: 215 769 1173 10 May 2017

J&M Preservation Studio

105 Rutgers Avenue, #244

Swarthmore, PA 19081

P: 215 769 1133 F: 215 769 1173

www.JMPreservation.com

10 May 2017 Adrian P. Koerner, RA, BCO, Leed AP Chief Building Official City of Reading 815 Washington Street Suite I-27 Reading, PA 19601-3690 Sent via: [email protected]

Re: 429-441 Penn Street Preliminary Options Study Dear Adrian, The purpose of this report is to provide you with preliminary options for three properties currently owned by the City of Reading. The three buildings included in this report are all within the City of Reading’s Callowhill Historic District; therefore, their preservation either wholly, or in part, are desirable. Each property has its own storied past and they remain as some of the few buildings of that vintage along Penn Street. The buildings date from the 1860’s to the 1930’s. OBJECTIVE We visited the buildings on April 4, 2017 and on April 26, 2017. The purpose of the site visits was to determine the overall conditions of the building envelopes and structure. The city recently acquired the buildings and the desire is to understand the cost implications of stabilizing either all or just portions of the buildings so that they can be attractive to a potential buyer for their eventual redevelopment. At a minimum, the City has expressed interest in retaining the historic facades of each building. Our objective was to provide enough detail to our cost estimator on the viable options for the buildings to determine the probable costs for the varying levels of intervention necessary from our preliminary surveys. We surveyed each building and prepared basic floor plans of the properties, noting areas that were inaccessible to survey. We did not request a copy of the deed or civil plans noting the property boundary. We made conservative assumptions on the location of the lot lines for estimating purposes. OBSERVED CONDITIONS The three subject properties have had alterations made over the years, but their facades are in good condition and their structural framing systems are repairable. The properties have sat vacant for over twenty years and the water infiltration through the failing roofs and mechanical unit failures, has created structural issues within the each of the buildings, with some far worse than others. The three buildings are linked internally at the second floor, with continuous access. Unstable framing prevented us from accessing all the rooms inside the buildings. Access to the basement was not possible during our visits. The following is a summary of the observed conditions noted for each of the buildings. 429 Penn Street (429) The building is a three-story brick masonry and timber framed building. The back half of the building is a brick and block masonry building with open-web steel joist floor structure that encompasses a garage,


Penn Street, Reading Pa

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and open office space on the third floor (third floor along Penn Street, 2nd floor along rear due to grade change). The current façade of this building was originally located on another building around the corner on 5th Street. The steel superstructure which ties this façade back to the original heavy timber framing of the three-story building can be observed on the second floor of the building. The following is a brief list of notable conditions:

1. The roof is in poor condition with some water infiltration noted. Significant ponding on the center sections of the building from clogged drains.

2. The windows are in fair condition, with the south elevation (Penn Street) faring better as they appear to have been painted in recent years.

3. The structural framing conditions of the building are good with localized areas of deteriorated flooring due to roof leaks into the building. The wood framed portions of the building front Penn Street, and the rear garage portion of the property all remain functional. However, a determination if change of use will increase the live loading capacity according to current code standards.

4. We did observe some step cracking along the exterior wall, between the windows in the stair tower which may be from open mortar joints are from settlement below the tower foundation.

5. Egress is provided at the front and rear of the property. There is also a modern stair tower toward the middle of the building that serves all three levels, plus the roof. However, due to the properties being linked internally on the second floors, their reuse may require additional construction to properly separate occupancies if inhabited by multiple tenants.

6. Elevator functionality was not tested or verified. It is not known if the size of the elevator would be large enough to be considered an accessible means of transport between the levels.

7. The façade is in good condition, with little deterioration to the terra cotta and cast stone elements. Surface soiling and some open mortar joints were noted. On the interior of the second floor, on the west wall, we did observe a significant vertical crack in the plaster. It is unclear why this crack has occurred since it is not visible on the upper or lower floors, nor is there evidence of it on the exterior of the building. At this time, we believe it is a localized stress either caused by water infiltration or from the structural ties associated with the relocated façade.

8. The systems were not tested during the site visit. There is some lighting still functioning within the building. The rooftop equipment is in very poor condition. The building is not sprinklered.

9. Interior finishes are in poor condition due to water and moisture damage. Much of the interiors are modern installations from the most recent office use, but the first floor is an open/flex space with a built-in stage. The tin ceiling in this property is an unusual pattern and is an interesting architectural feature to retain.

431-33 Penn Street (431-33) The property is a two-story brick masonry, timber framed building with a beautiful Victorian terra cotta and cast stone façade. The property was constructed in the 1860’s as a three and half story building. The upper story and attic space were removed at an undetermined time. When comparing historic photographs provided to our office by the City’s Historical Preservation Office, the original height is shown in a 1940 image, but by 1954 it is no longer present. This property is the smallest of the three subject buildings and is generally in fair condition. However, the rear addition of this building is in very poor condition because the timber framing has partially failed making several areas on the first and second floor rear inaccessible. The following is a brief list of notable conditions:

1. The roof on the front portion of the building is in-tact but requires repair. The roof on the rear extension of the building is in very poor condition with a large hole observed in the roofing material and roof structure. This hole has caused extensive damage on the interior and exterior of the building. Also, noted on the roof top is the large stucco failure from the adjacent walls along 441. The stucco is detached and delaminating, and the remnants have collapsed to the roof of 433.



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2. The windows on the front of the building are in good condition, and appear to have been painted not too long ago. The rear portion of the building has suffered from deferred maintenance and the wood frames and sashes are in poor condition.

3. The structural framing is in good condition within the Penn Street frontage, but the rear extension is failing. The roof leak has damaged the existing framing of the roof, second, and first floors to where they will require replacement if these portions of the building are to remain.

4. Egress is provided at the front and rear of the property. The two-story structure is also linked to the adjacent properties so occupancy separation will be a factor if the properties will serve multiple tenants.

5. The façade is in good condition, containing terra cotta, cast stone, and storefronts complete with in-tact decorative hardware.

6. The systems were not tested during the site visit, but they are assumed to be in poor working order.

7. The finishes on the interior of the property are in very poor condition. The interior has suffered from vandalism, mold growth, and water damage. We did not observe any salvageable interior finishes.

441 Penn Street (441) This brick building has a terra cotta balustrade along the parapet that dates to its original pre-1930’s construction. The first floor of this building was modified by the removal of a glass storefront, and the artful installation of a large central door and double hung windows that seamlessly align with the original aesthetic of the building. On the interior, the second floor is in very poor condition and structurally unstable from what appears to have been old roof leaks and possibly a large water leak from a mechanical failure. We were unable to access all the areas on the first and second floors, and the third floor was inaccessible in its entirety.

1. The roof is in poor condition with noted leaks on the rear portion of the roof. The abandoned mechanical equipment is suspect relative to the significant damage seen throughout the building in terms of the water damage.

2. The windows on the front of the building are in good condition, and they too appear to have been painted not too long ago. The third-floor rear windows have been boarded up so their condition was concealed. The first-floor rear extension to the building contain more modern metal windows and are in good condition.

3. The structural framing of all three floors is in very poor condition and some areas are unstable and will require reconstruction.

4. Egress is provided at the front and rear of the property. Like the adjacent properties, it is connected on its second floor to 431 Penn Street, so occupancy separation will be required for multiple tenants.

5. The façade is in good condition, with very little mortar loss, spalls, or cracks in the masonry elements. There are open joints noted along the balustrade of the parapet.

6. Systems were not tested during the site visit and it was noted that the copper lines connecting the roof-top units had been removed. All units were assumed to be non-operational.

7. Finishes were in very poor condition and will require mold remediation throughout. PRELIMINARY OPTIONS To stabilize or mothball the buildings for future development, we analyzed four possible levels of intervention. The options include an allowance for hazardous material abatement. Each of these options was reviewed by our professional cost estimator and an opinion of the probable cost was developed for each approach based on “core and shell” pricing. These options are summarized below and a breakdown of the scope is detailed in the spreadsheets attached to this report. For this estimate, we did include the restoration of the facades which would include items such as cleaning, pointing, wood trim and fenestration repairs, and painting. Since the facades are all in good condition, we recommend deferring this work until later. It is also important to note that the estimates do not include



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architectural and engineering fees to develop the construction documents necessary to proceed with the work.

1. Option A - Retain Facades: This includes the demolition of the entire building behind the facades and incorporating a new structural steel frame to support the back of the façade. The back wall of the facades would be parged and parapets/copings would be stabilized to maintain a water tight wall assembly. The work also includes filling the excavated foundation to create a clear site behind the salvaged facades.

The probable cost for Option A is: $1,884,680.

2. Option B – Demolition of Rear Extensions: This option includes the retention of the facades and front portions of the buildings, while removing all rear extensions. The floor and roof framing of 431-33 and 441 would require some stabilization and rebuilding to maintain a safe structure. The roofs would be repaired/replaced as necessary on all three buildings and the roof top equipment would be removed with services terminated for future tie-ins.

The probable cost for Option B is $2,201,281

3. Option C – Selective Demolition & Stabilization: This option includes the demolition of the rear sections of 431-33 and 441, while maintaining 429 in its entirety. The probable cost fort Option C is $2,268,487

4. Option D – Stabilization: The option includes structural repairs and stabilizing all three properties, but demolishing the breezeway on the back of 441. The demolition of the breezeway removes a structure that is difficult to adaptively reuse. This option includes pointing and making masonry repairs, since the bulk of this work is required for the rear portions of all three buildings.

The probable cost for Option D is $2,428,554

ENCLOSURES & CONCLUSIONS Please find attached to this report a set of drawings that provide basic footprints and plans of the buildings, plus some noted observations. Also attached is the order of magnitude cost estimate prepared by International Consultants Inc. (ICI) based on the aforementioned drawings. The estimate is not only detailed by option, but also by address. This can be a useful tool when either looking to phase the work over time, or by creating different combinations of approaches to be taken. All three properties vary in their condition, but can certainly be stabilized for reuse in the future. However, the amount of funds available will dictate the level of effort afforded to each building. Both 429 and 431-33 are in better condition and do not warrant as much intervention for reuse as 441. The size, scale, and location of the buildings would lend themselves to new mercantile or business use readily, while residential will require more interior improvements for plumbing fixtures, separate heating and cooling units, and sprinkler systems based on the number of units. If tenants are not readily available for the entire structures, it is our professional opinion that the three facades are in good condition and can be retained while demolishing the buildings beyond. Their architectural features are important reminders to what fronted Penn Street in the late 19th – early 20th centuries.

INTERNATIONAL CONSULTANTS, INC. PHILADELPHIA, PENNSYLVANIA 215 / 923.8888

J & M PRESERVATION STUDIO ICI #: 217809429 - 441 PENN STREET OPTIONS STUDY Prep: mcfREADING PENNSYLVANIA Date: 5/8/2017

Revised:ORDER OF MAGNITUDE COST ESTIMATE

Account Description Totals

OPTION A - Facades429 Penn Street 700,033$ 431 - 433 Penn Street 252,995 441 Penn Street 931,652

Total - Option A 1,884,680$

OPTION B - DEMOLITION OF REAR EXTENSIONS429 Penn Street 828,183$ 431 - 433 Penn Street 276,466 441 Penn Street 1,096,632

Total - Option B' 2,201,281$ -

OPTION C - SELECTIVE DEMOLITION & STABILIZATION429 Penn Street 895,389$ 431 - 433 Penn Street 276,466 441 Penn Street 1,096,632

Total - Option C 2,268,487$ -

OPTION D - STABILIZATION429 Penn Street 960,242$ 431 - 433 Penn Street 289,632 441 Penn Street 1,178,680

Total - Option D 2,428,554$

Page 1 of 1




Description Unit Cost Unit Quantity Amount Quantity Amount Quantity Amount TOTAL

BuildingsSite Area SF 8,355 5,760 15,580 29,695 Footprint SF 8,355 2,610 11,787 22,752 Number of Floors EA 3 2 3 Total Building Area (Basement not Included) SF 17,275 4,572 20,382 42,229

OPTION A - FAÇADETemporary Protection/Barriers -$ LS 1 10,000$ 1 7,500$ 1 15,000$ 32,500$ Hazardous Material Abatement Allowance 10.00$ SF 17,275 172,750 4,572 45,720 20,382 203,820 422,290

- - - - Brace/Support Front Facades 750.00$ LF 32 24,000 24 18,000 59 44,250 86,250 Demolish Building Behind Facades 12.50$ SF 17,275 215,938 4,572 57,150 20,382 254,775 527,863 Parge Rear of Facades 15.00$ SF 1,248 18,720 624 9,360 2,301 34,515 62,595 Repair Copings, Parapets to Stabilize Walls 100.00$ LF 32 3,200 24 2,400 59 5,900 11,500 Restore Facades N I C N I C N I C N I CBackfill, Grade Basements, Disturbed Site 7.50$ SF 8,355 62,663 5,760 43,200 15,580 116,850 222,713

Subtotal 507,270$ 183,330$ 675,110$ 1,365,710$ General Requirements, Contractors OH & Profit 15% 76,091 27,500 101,267 204,857

Subtotal 583,361 210,830 776,377 1,570,567 Contingency 20% 116,672 42,166 155,275 314,113

TOTAL OPTION A 700,033$ 252,995$ 931,652$ 1,884,680$

OPTION B - DEMOLITION OF REAR EXTENSIONSTemporary Protection/Barriers -$ LS 1 10,000$ 1 7,500$ 1 15,000$ 32,500$ Clean Out Interiors 1.00$ SF 17,275 17,275 4,572 4,572 20,382 20,382 42,229 Hazardous Material Abatement 10.00$ SF 17,275 172,750 4,572 45,720 20,382 203,820 422,290

- - - - Demolish Rear Extension 17.50$ SF 9,740 170,450 1,288 22,540 10,500 183,750 376,740

- Breezeway 10.00$ SF 2,040 20,400 20,400 Remove Deteriorated Interior Finishes 3.00$ SF 7,535 22,605 3,284 9,852 9,882 29,646 62,103 Stabilize Interior Structures 15.00$ SF 7,535 113,025 3,284 49,260 9,882 148,230 310,515 Remove Rooftop Equipment 1.50$ SF 3,485 5,228 1,966 2,949 6,287 9,431 17,607 Repair/Replace Roofing, Coping 15.00$ SF 3,485 52,275 1,966 29,490 6,287 94,305 176,070 Restore Facades N I C N I C N I C N I CBackfill, Grade Basements, Disturbed Site 7.50$ SF 4,870 36,525 3,794 28,455 9,293 69,698 134,678



TOTAL OPTION B 828,183$ 276,466$ 1,096,632$ 2,201,281$

429 Penn Street 431-433 Penn Street 441 Penn Street

Page 1 of 2




Description Unit Cost Unit Quantity Amount Quantity Amount Quantity Amount TOTAL429 Penn Street 431-433 Penn Street 441 Penn Street

OPTION C - SELECTIVE DEMOLITION & STABILIZATIONTemporary Protection/Barriers -$ LS 1 10,000$ 1 7,500$ 1 15,000$ 32,500$ Clean Out Interiors 1.00$ SF 17,275 17,275 4,572 4,572 20,382 20,382 42,229 Hazardous Material Abatement 10.00$ SF 17,275 172,750 4,572 45,720 20,382 203,820 422,290

- - - - Demolish Rear Extension 17.50$ SF - 1,288 22,540 10,500 183,750 206,290

- Breezeway 10.00$ SF 2,040 20,400 20,400 Remove Deteriorated Interior Finishes 3.00$ SF 17,275 51,825 3,284 9,852 9,882 29,646 91,323 Stabilize Interior Structures 15.00$ SF 17,275 259,125 3,284 49,260 9,882 148,230 456,615 Remove Rooftop Equipment 1.50$ SF 8,355 12,533 1,966 2,949 6,287 9,431 24,912 Repair/Replace Roofing, Coping 15.00$ SF 8,355 125,325 1,966 29,490 6,287 94,305 249,120 Restore Facades N I C N I C N I C N I CBackfill, Grade Basements, Disturbed Site 7.50$ SF - - 3,794 28,455 9,293 69,698 98,153



TOTAL OPTION C 895,389$ 276,466$ 1,096,632$ 2,268,487$

OPTION D - STABILIZATIONTemporary Protection/Barriers -$ LS 1 10,000$ 1 7,500$ 1 15,000$ 32,500$ Clean Out Interiors 1.00$ SF 17,275 17,275 4,572 4,572 20,382 20,382 42,229 Hazardous Material Abatement 10.00$ SF 17,275 172,750 4,572 45,720 20,382 203,820 422,290

- - - - Demolish Breezeway 10.00$ SF 2,145 21,450 21,450 Remove Deteriorated Interior Finishes 3.00$ SF 17,275 51,825 4,572 13,716 20,382 61,146 126,687 Stabilize Interior Structures 15.00$ SF 17,275 259,125 4,572 68,580 20,382 305,730 633,435 Remove Rooftop Equipment 1.50$ SF 8,355 12,533 2,610 3,915 11,787 17,681 34,128 Repair/Replace Roofing, Coping 15.00$ SF 8,355 125,325 2,610 39,150 11,787 176,805 341,280 Restore Facades N I C N I C N I C N I CGrade Disturbed Site 2.50$ SF - - 3,150 7,875 3,793 9,483 17,358

Point/Repair Exterior Masonry as Required 2.50$ SF 18,798 46,995 7,540 18,850 9,048 22,620 88,465



TOTAL OPTION D 960,242$ 289,632$ 1,178,680$ 2,428,554$

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3-STORYMASONRYTIMBERFRAMEDW/BASEMENT

1-STORY MASONRYSLAB ON GRADE


1-STORYBREEZEWAYCH=9.8'


3-STORY MASONRY(1-STORY GARAGE,OFFICE ON 3RDFLOOR)SLAB ON GRADE

3-STORYMASONRYSTAIR TOWERSLAB

2-STORYMASONRYTIMBERFRAMEDBASEMENT VIF

429 PENNSTREET

431-33 PENNSTREET

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EX SIDEWALKVAULTS BELOW

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LOT LINESNOT VERIFIED

REVIEWED BY:

NO. DATEREVISION / ISSUE

DRAWING NAME:

REVISIONS:

DRAWN BY:

DATE:

105 RUTGERS AVENUE, #244SWARTHMORE, PA 19081

PHONE: 215.769.1133FAX: 215.769.1173

EMAIL: [email protected]

J&MPRESERVATION

STUDIO

05.03.17

City of Reading

429-441 PENN STOPTIONS STUDY

429 PENN STREET431-433 PENN ST441 PENN STREADING, PA

JHS J&M

0.1 ISSUED FOR ESTIMATE 05.03.170.2 ISSUED TO CLIENT 05.10.17

CS

COVER SHEET

1CS

SITE PLANSCALE: 1/16"=1'-0"

LOCAL JURISDICTION: CITY OF READING

ZONING: UNKNOWN

OWNER: CITY OF READING

USING AGENCY: NONE

CONSTRUCTION CODES: PA UCC, IBC 2009, IPC 2009, IEBC 2015, ASCE 7-10

DESIGN ITEM CRITERIA CODE REFERENCE

USE GROUP OPTIONS A, B, R-2, AND M IBC 304

NUMBER OF EXISTING STORIES 2-3

CONSTRUCTION TYPE S IIB IBC 602.2

RISK CATEGORY II IBC 1604.5

FIRE RESISTANCE REQ.- EXTERIOR WALLS VARIES IBC 601- ROOF VARIES IBC 601

EXISTING FIRE PROTECTION SYSTEMS IBC 903NONE

FIRE DETECTION INSTALLED IN ALL LEVELS

ROOF ASSEMBLY CLASS B IBC 1505.1

BASIC WIND SPEED 115 MPH (RISK CAT II) ASCE 7-10

GROUND SNOW LOAD 30 PSF ASCE 7-10, FIG 7-1

BUILDING FOOTPRINT:429 PENN: 8,355 SF431-33 PENN: 2,610 SF441 PENN: 11,787F

LOT AREA (EST):429 PENN: 8,355 SF431-33 PENN: 5,760SF441 PENN: 15,580 SF

LOT COVERAGE (EST):429 PENN: 100%431-33 PENN: 45%441 PENN: 75%

INTERIOR (BASEMENTS NIC):429 PENN: 17,275 SF (FLOORS 1-3)431-33 PENN: 4,572 SF (FLOORS 1-2)441 PENN: 20,382 SF (FLOORS 1-3)

DESIGN CRITERIA

429-441 PENN STREETPRELIMINARY OPTIONS STUDY

PRELIMINARY OPTIONS

441 PENN STREET

*NOTE: ENVIRONMENTAL REMEDIATION REQUIRED FOR ALL OPTIONSDUE TO MOLD, GUANO, AND ASBESTOS CONTAINING MATERIALS. COSTSREFLECT "CORE AND SHELL" LEVEL ESTIMATING.

OPTION A = FACADERETAIN EXISTING FACADES AND DEMOLISH STRUCTURES BEYOND.CONSTRUCT STEEL BRACING TO RETAIN FACADES, PARGE BACK OFMASONRY WALLS TO BE EXPOSED, REPAIR COPING/PARAPETS ASNECESSARY TO PROTECT TOP OF WALLS. FILL EXCAVATEDFOUNDATIONS FOR CLEAR SITE.PROBABLE COST = $1,884,680

OPTION B = DEMOLITION OF REAR EXTENSIONS OF BUILDINGSDEMOLISH REAR EXTENSIONS OF ALL THREE BUILDINGS. STABILIZE THEINTERIOR STRUCTURAL FRAMING OF 431 TO 441 PENN. CLEAN OUTDEBRIS AND REMOVE DETERIORATED INTERIOR FINISHES. RETAIN FIRSTFLOOR TIN CEILING OF 429 PENN. REPAIR ROOFS AS NECESSARY ANDREMOVE ABANDONED ROOFTOP EQUIPMENT. TERMINATE SERVICES TORECEIVE FUTURE INSTALLATIONS. FILL EXCAVATED FOUNDATIONS FORCLEAR SITE.PROBABLE COST = $2,201,281

OPTION C = SELECTIVE DEMOLITION AND STABILIZATIONDEMOLISH REAR OF 431 TO 441 PENN. RETAIN 429. CLEAN AND REPAIR ASNOTED ABOVE.PROBABLE COST = $2,268,487

OPTION D = STABILIZATIONDEMOLISH REAR BREEZEWAY OF 441. STABILIZE ALL INTERIORSTRUCTURES AND REPAIR AS NOTED ABOVE. STABILIZE AND POINTSELECT AREAS OF EXTERIOR MASONRY.PROBABLE COST = $2,428,554

431-33 PENN STREET

429 PENN STREET

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REVIEWED BY:


DRAWING NAME:

REVISIONS:

DRAWN BY:

DATE:


PHONE: 215.769.1133FAX: 215.769.1173


J&MPRESERVATION

STUDIO

05.03.17

City of Reading



JHS J&M


A1.1

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REVIEWED BY:


DRAWING NAME:

REVISIONS:

DRAWN BY:

DATE:


PHONE: 215.769.1133FAX: 215.769.1173


J&MPRESERVATION

STUDIO

05.03.17

City of Reading



JHS J&M


A1.2

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305

306

62'-0"

NO

TA

CC

ESSI

BLE

2,69

5 SF

441

THIR

D F

LOO

R43

1-33

RO

OF

32'-10 1/8" 49'-1 7/16"

306

307

308

313

309

310

311

312

314

31531

631

731

831

9

320

HA

LL

29'-4 5/16"56'-8 3/4"

CH

= 8

.75'

TO

CL'

G T

ILE

CH

= 2

0.1'

TO

BO

T. O

F O

WSJ

+2'

-0" T

O R

OO

F D

ECK

CA

TWA

LK S

YSTE

M A

BOV

EC

EILI

NG

TIL

ES

ROO

FO

WSJ

CH

= 1

6' T

O B

OT.

OF

RO

OF

DEC

K LARGE CRACKALONGINTERIOR WALL

PEN

T

7,225 SF ENTIRE 3RD FLOOR

?

STAIR CONTINUES TO ROOFAND MECHANICAL

PENTHOUSE

PARGING/STUCCO ONEXTERIOR WALL FAILING

BRICK SPALLING

WINDOWSCOVERED/CONCEALED

REVIEWED BY:


DRAWING NAME:

REVISIONS:

DRAWN BY:

DATE:


PHONE: 215.769.1133FAX: 215.769.1173


J&MPRESERVATION

STUDIO

05.03.17

City of Reading



JHS J&M


A1.3

THIRD FLOOR PLAN

1A1.3

THIRD FLOOR PLANSCALE: 1/8"=1'-0"

AutoCAD SHX Text

N

14'-7

1/2

"

14'-7" +/-

12'-8

1/4

"9'

-1"

40'-0" +/-

27'-4" +/-

36'-4" +/-

0

15'-6

1/2

"

15'-6.5" +/-

12'-7

"

28'-2" +/-

31'-2" +/-

0

16'-4

1/2

"

16'-4.5" +/-

10'-5

3/4

"

26'-10.5" +/-

37'-4" +/-

0

10'-5

3/4

"

41'-7.5" +/-

4'-3

7/1

6"

REVIEWED BY:


DRAWING NAME:

REVISIONS:

DRAWN BY:

DATE:


PHONE: 215.769.1133FAX: 215.769.1173


J&MPRESERVATION

STUDIO

05.03.17

City of Reading



JHS J&M


A2.1

ELEVATIONS

4A2.1

429 PENN - NORTH ELEV. 5A2.1

431-33 PENN - NORTH ELEV. 6A2.1

441 PENN - NORTH ELEV. 7A2.1

441 PENN - NORTH ELEV.

1A2.1

429 PENN - SOUTH ELEV. 2A2.1

431-33PENN - SOUTH ELEV. 3A2.1

441PENN - SOUTH ELEV.

REVIEWED BY:


DRAWING NAME:

REVISIONS:

DRAWN BY:

DATE:


PHONE: 215.769.1133FAX: 215.769.1173


J&MPRESERVATION

STUDIO

05.03.17

City of Reading



JHS J&M


A2.2

ROOF PHOTOS

1A2.2

429 PENN - NORTH ROOF 2A2.2


431-33 PENN - NORTH ROOF

5A2.2


441 PENN - SOUTH ROOF 7A2.2

441 PENN - SOUTH ROOF4A2.2

431-33 PENN - SOUTH ELEV.









429 PENNSTREET

431-33 PENNSTREET

441 PENNSTREET


PENN STREET

COURT STREET


SIDEWALK

DEM

OLI

SHRE

TAIN

PEN

N S

TFA

CA

DES

RETAIN FACADES









429 PENNSTREET

431-33 PENNSTREET

441 PENNSTREET


PENN STREET

COURT STREET


SIDEWALK

DEM

OLI

SHRE

TAIN

EXT

ENSI

ON

SST

ABI

LIZE

PEN

N S

TFR

ON

TAG

E

REVIEWED BY:


DRAWING NAME:

REVISIONS:

DRAWN BY:

DATE:


PHONE: 215.769.1133FAX: 215.769.1173


J&MPRESERVATION

STUDIO

05.03.17

City of Reading



JHS J&M


A3.1

OPTIONS A & B

1A3.1

OPTION A: RETAIN FACADES 2A3.1

OPTION B: DEMOLITION OF REAR

AutoCAD SHX Text

N

AutoCAD SHX Text

N









429 PENNSTREET

431-33 PENNSTREET

441 PENNSTREET


PENN STREET


SIDEWALK

STA

BILI

ZE 4

29 P

ENN

ST

DEM

OLI

SH R

EARS

OF

431

TO 4

41









429 PENNSTREET

431-33 PENNSTREET

441 PENNSTREET


PENN STREET

COURT STREET


SIDEWALK

DEM

OLI

SH R

EAR

BREE

ZEW

AY

ON

LY

REVIEWED BY:


DRAWING NAME:

REVISIONS:

DRAWN BY:

DATE:


PHONE: 215.769.1133FAX: 215.769.1173


J&MPRESERVATION

STUDIO

05.03.17

City of Reading



JHS J&M


A3.2

OPTIONS C & D

1A3.2

OPTION C: SELECTIVE DEMO 2A3.2

OPTION D: STABILIZATION

AutoCAD SHX Text

N

AutoCAD SHX Text

N

Documents

Adrian P. Koerner, RA, BCO, Leed AP Chief Building Official ......J&M Preservation Studio 105 Rutgers Avenue, #244 Swarthmore, PA 19081 P: 215 769 1133 F: 215 769 1173 10 May 2017