11 BOATHOUSE ROW Proposal

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ADDRESS: 11 BOATHOUSE ROW Proposal: Remove addition, construct addition Review Requested: Final review Owner: University of Pennsylvania Applicant: Ke Feng, University of Pennsylvania History: 1875; College Boat Club of the University of Pennsylvania Individual Designation: 1/5/1984 District Designation: None Staff Contact: Laura DiPasquale, [email protected]

BACKGROUND: Opened in 1875 for the College Boat Club of the University of Pennsylvania, 11 Boathouse Row features several building campaigns spanning over a century. The core of the property is the original two-story stone Victorian Gothic boathouse dating to 1875. Additions were made to the east and north sides of the 1875 building in 1920. A second story was added to the southeastern addition around 1930. In 1980, a one-bay wide addition was added to the west side of the building, after being reviewed and approved by the Historical Commission. Plans for the 1920’s and 1980’s additions are available in the Historical Commission’s files.

This application proposes to demolish the 1920’s/1930’s addition to the east and to construct a new addition in the footprint of the historic addition, but with larger massing. The new addition would be two bays in depth, and feature two cross-gabled portions extending from the roof of the 1875 building and its north-central addition at the north and south, with large dormers with recessed doors to create balconies. The area between the gabled-roof portions of the new addition would feature a steeply-sloped asphalt-shingled mansard with a parapet to conceal rooftop mechanical equipment. The application also proposes to enlarge the south-facing dormer of the 1980’s addition to match the dormer balconies proposed on the new addition to the east, to reconstruct the south-facing balcony on the 1875 building, and to install new windows and doors.

The Architectural Committee reviewed a similar in-concept application in September 2020 and recommended the following: • The roof height of the proposed addition should be reduced so that the ridge lines of the cross-gables where they intersect the roof of the historic 1875 building are lower. • The height of the proposed addition along the north elevation should be lower than the south elevation, which should be lower than the 1980’s addition to the west. • The north and south planes of the addition should be pulled back from the central historic portion of the existing historic building. • The east elevation of the connector between the two gable portions of the addition presents as a blank wall of shingles and should be reduced in scale and better articulated in order to be more compatible with the historic building. • The proposed dormers are incompatible with the historic building and should be reduced in scale and split into two dormers. • The proposed dormer balconies compete with the historic balcony of the central 1875 portion of the building.

11 Boathouse Row Philadelphia Historical Commission October/November 2020 v.3

This revised application takes into consideration some, but not all, of the Architectural Committee’s comments. As recommended, the height of the north portion of the addition is reduced, as is the connector between the north and south cross gables. Two sets of windows have been added to the connector roof of the east elevation. The single dormer on the north elevation has been split into two dormers, the dormer eaves lowered, and the detailing modified to appear less contemporary. The height of the south portion of the addition and width of the single dormer window and balcony remain unchanged.

New to this application is a proposal to modify the entrance to the north-central pavilion facing Kelly Drive. The entrance, which is located in the 1920’s addition to the 1875 building, historically featured a single, six-panel door flanked by individual six-over-six wood windows, the openings and frames for which still remain. The windows at the second-floor level historically led to a balcony, which has since been removed. The current application proposes to change the door and cut sidelites, and to narrow the flanking windows in the entrance bay.

ScOPE OF WORK: • Demolish eastern additions • Construct new addition • Modify dormer on western/1980’s addition • Reconstruct south-facing balcony and install new windows and doors on 1875 building • Modify entrance of 1920’s north-central addition

STANDARDS FOR REVIEW: • Standard 3: Each property shall be recognized as a physical record of its time, place, and use. Changes that create a false sense of historical development, such as adding conjectural features or architectural elements from other buildings, shall not be undertaken. o The proposed modifications to the north-central entrance alter the historic appearance of the 1920’s addition to the north. The staff recommends that the northern entrance be restored to its historic appearance, based on the architectural drawings available in the Historical Commission’s files. The current proposal creates a false sense of historical development and does not comply with this Standard. • Standard 9: New additions, exterior alterations, or related new construction shall not destroy historic materials that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity of the property and its environment. o The proposed addition is differentiated from the old, but remains overly large, competing with the historic building in scale, massing, and architectural features. The height of the south portion of the addition should be further reduced and the articulation of the east elevation should be more in keeping with the scale and features of the historic building. The application partially complies with this Standard.

STAFF RECOMMENDATION: Approval of the restoration work to the 1875 building and approval of the proposed addition, provided the height of the southern portion of the addition is reduced, and the east elevation is better articulated, pursuant to Standard 9, with the staff to review

11 Boathouse Row Philadelphia Historical Commission October/November 2020 v.3 details; but denial of the proposed modifications to the northern entrance, pursuant to Standard 3.

ADDITIONAL FIGURES:

Figure 1: South elevation of original 1875 boat house, c. 1904

Figure 2: South elevation, circa 1930, after additions to the east.

11 Boathouse Row Philadelphia Historical Commission October/November 2020 v.3

Figure 3: South elevation, circa 1970, prior to construction of western addition.

Figure 4: Current south elevation.

11 Boathouse Row Philadelphia Historical Commission October/November 2020 v.3

Figure 5: North and west elevations of the 1920’s addition and 1875 building showing original balcony and windows.

Figure 6: North and west elevation of the 1920’s addition and 1875 building, showing original window configuration.

11 Boathouse Row Philadelphia Historical Commission October/November 2020 v.3

Figure 7: Detail of the northern addition by Edward F. Hoffman Jr., 1920.

Figure 8: Proposed north elevation, 1980, showing east and west additions and unrealized modifications to the north-central 1920’s addition.

11 Boathouse Row Philadelphia Historical Commission October/November 2020 v.3

Figure 9: Proposed east elevation, 1980, showing retention of 1920’s addition to the south, with new addition to the north.

Figure 10: Proposed 1980 floor plan. Dark walls indicate existing construction to remain.

11 Boathouse Row Philadelphia Historical Commission October/November 2020 v.3

Figure 11: Birds eye view looking northwest at the 11 Boathouse Row.

11 Boathouse Row Philadelphia Historical Commission October/November 2020 v.3

UNIVERSITY OF PENNSYLVANIA BOATHOUSE RENOVATION & ADDITION TO THE PENN BOATHOUSE 11 Boathouse Row, Philadelphia, PA 19130 Applicant: University of Pennsylvania

PENN ROWING

PHILADELPHIA HISTORICAL COMMISSION SUBMISSION OCTOBER 13, 2020 REVISED : OCTOBER 23, 2020 UNIVERSITY OF PENNSYLVANIA BOATHOUSE RENOVATION & ADDITION TO THE PENN BOATHOUSE 11 Boathouse Row, Philadelphia, PA 19130

EwingCole Office of the University Facilities & Real Estate Architect Services Dan Meza, AIA, LEED AP Ke Feng James Palka, AIA Project Manager Senior Architect/Planner Senior Project Manager

EMAIL: [email protected] EMAIL: [email protected] EMAIL: [email protected]

TEL: 215.625.4146 TEL: 215.573.9685 TEL: 215.768.7663 Federal Reserve Bank Building, University of Pennsylvania, University of Pennsylvania, 100 N. 6th Street, Philadelphia, 3101 Walnut Street, 3101 Walnut Street, PA 19106-1590 Philadelphia, PA 19104 Philadelphia, PA 19104

Structural Engineering: Civil Engineering & Historic Preservation AV/IT/SECURITY: Landscape Architecture: Consulting:

Keast & Hood Co. Pennoni sbk + partners, LLC Acentech Dean Doukakis Thomas Friese Suzanna Barucco Perry Artese, Senior Senior Principal Associate Vice President Principal Consultant

EMAIL: EMAIL: EMAIL: EMAIL:

[email protected] [email protected] [email protected] [email protected]

TEL: 215.625.0099 TEL: 215.254.7781 TEL: 610.357.9763 TEL: 215.245.5895 400 Market St #1250, 1900 Market St Suite #300, 805 Clifford Ave. Ardmore, 8 Interplex Dr #218, Philadelphia, PA 19106 Philadelphia, PA 19103 PA 19003 Trevose, PA 19053

Page 1 UNIVERSITY OF PENNSYLVANIA BOATHOUSE PROPOSAL DESCRIPTION RENOVATION & ADDITION TO THE PENN BOATHOUSE 11 Boathouse Row, Philadelphia, PA 19130

PROJECT GOALS EXECUTIVE SUMMARY

◊ Showcase Penn Rowing The University of Pennsylvania College Boat Club A new second story will be built in the spirit of the crew teams have been at the forefront of elite college existing c. 1930 addition, the principal changes being ◊ Increase Usable Space rowing teams since first rowing under the UPenn the addition of larger shed dormers on the south banner in 1879. The College Boat Club is recognized and north elevations, to accommodate new glazed ◊ Improve Overall Functionality for its historical significance at the local and national doors onto new balconies. A steep-slope mansard levels. The site is individually listed in the Philadelphia roof, similar to the existing roof, will connect the two ◊ Bolster recruitment Historic Register. Below is a timeline of construction: gables on the east elevation and mask roof-top HVAC equipment from view. The 1980-1983 west addition ◊ Expand and Upgrade the Locker Rooms will be retained and restored. • 1874-1875 Initial construction of two story, Aspects of the boathouse interior that are considered ◊ Remediate Existing Structural Concerns one-bay by three-bay boathouse character-defining, and will also be preserved and restored, include the original “members room” on ◊ Improve Training and Team Spaces • 1920 North gable end extended to north, the second floor of the original boathouse, with its one story boat bay addition to east (Edward F. decorative exposed truss ceiling and bead-board walls. ◊ Preserve a Historic Landmark Hoffman, Jr., Architect) The character of the 1920 boat bay interior is also • Circa 1930 Second story built over south end of worthy of mention, with its exposed wood framing and 1920 east addition sawtooth roof and skylights which will be recomposed and define the character of the new Erg Room on • 1980-1983 Two-story west addition, second the second floor. The interior rehabilitation will also story over north end of 1920 east addition, new preserve and expose the original exterior stonework at fire stair, all windows replaced (Francis Cauffman the second floor of the east (side) wall. Second floor Wilkinson & Pepper, Architects). windows on this east wall will also be retained, and re-purposed as doorways between the original building and new east addition.

The College Boat Club as it stands today has a near- It is a primary objective of this project to provide center stone gable (the original boathouse) with lower space and program equity for the men and women stucco additions to the east and west. The form and crew programs. The original facility, despite multiple height of the additions allow the original building additions, has been unable to keep pace with the to predominate the composition on the north (Kelly increased volume of members and program needs. Drive) and south (Schuylkill River) elevations. These The boathouse footprint is currently maximized relationships will be maintained in the new Project. relative to its neighbors’, Penn AC and Vesper, property lines; additional space is only available The proposed project will retain and restore the through the construction of a second-floor infill original stone boathouse and 1980-83 west addition, addition over the one-story boat bay as proposed. In including preservation of existing original trim and addition to programmatic expansions and functional reconstruction of the original windows and doors improvements, this project will also upgrade all on both the north and south elevations, as well as building systems, including heating, cooling, security, the original south balcony. The east additions are and fire protection. Heavy use of the building, wear proposed to be demolished (see page 7, Structural and tear, exposure to weather, further compounded Narrative). The first story, built in 1920, will be by settlement of the building and aging infrastructure, reconstructed, including the stucco finish, wood trim, inevitably lead to the need for repairs and restoration windows and doors, all character-defining features of of parts of the boathouse. this addition.

Page 2 UNIVERSITY OF PENNSYLVANIA BOATHOUSE RENOVATION & ADDITION TO THE PENN BOATHOUSE 11 Boathouse Row, Philadelphia, PA 19130

SUMMARY OF 9/14 PHILADELPHIA HISTORICAL SUMMARY OF DESIGN REVISIONS COMMISSION COMMENTS

• Overall massing and scale of proposed addition is too large • Reduced overall massing and scale of second story addition

• Detail at new dormers is not contextually sensitive (i.e. too modern, too large) • Revised detailing to be consistent with existing East Bay dormer detail

Kelly Drive Facade Kelly Drive Facade • Ridge at new addition should be lowered to match existing West Bay ridge • Ridge lowered 30” to align with West Bay ridge line - Concealed flat roof (beyond) and roof top equipment lowered 30” • Dormer scale should be reduced and detail should comport with existing shed dormer • Dormer modified - broke into two separate dormers details - Reduced elevation of eave

- Modified detail to reference existing shed dormers

Schuylkill Facade Schuylkill Facade • Dormers overwhelm the facade - they should be reduced in scale and character • Dormers modified should reference existing shed dormer details - Reduced height of dormers and glazing by 2’ to match existing West Bay dormer height - Modified detailing to reflect existing shed dormer details & materials • New East & West Bay balconies overwhelm facade • Modified balconies - Reduced projection and scale of balcony elements to be more subdued

- Modified details to be more contextual

East Facade East Facade • Facade scale is too large and undifferentiated (looks like a “billboard”) • Reduced parapet height by 36” and north gable end by 30” • Facade should reference existing facade - reduce scale, incorporate glazing • Incorporated fenestration consistent with existing, including rounds and double-hungs

Page 3 UNIVERSITY OF PENNSYLVANIA BOATHOUSE EXISTING RENOVATION & ADDITION TO THE PENN BOATHOUSE 11 Boathouse Row, Philadelphia, PA 19130

Exterior from Kelly Drive, 12.05.2019

East Elevation, 07.30.2019

Exterior from the Schuylkill, 12.05.2019

Exterior from Schuylkill

Exterior from the Schuylkill c.1930 West Elevation , 07.30.2019 Page 4 UNIVERSITY OF PENNSYLVANIA BOATHOUSE EXISTING EAST & WEST ELEVATIONS RENOVATION & ADDITION TO THE PENN BOATHOUSE 11 Boathouse Row, Philadelphia, PA 19130

East Elevation 12.05.2019

East Elevation , 03.04.2018 West Elevation , 07.30.2019

Page 5 UNIVERSITY OF PENNSYLVANIA BOATHOUSE BOATHOUSE EVOLUTION/GROWTH RENOVATION & ADDITION TO THE PENN BOATHOUSE 11 Boathouse Row, Philadelphia, PA 19130

HISTORIC 1874-1875 Original Pavilion • 1874-1875 Constructed (Cost of $8,000) 1920 - Addition 1920 - Addition • c.1930 - Addition 1920 • 1938 - Addition1980 - Addition • 1980 - Addition

1980 1920 c. 19381930

1875

1980 1875

1920

LEVEL 1

UNIVERSITY OF PENNSYLVANIA UPENN BOATHOUSE 3 Page 6 UNIVERSITY OF PENNSYLVANIA BOATHOUSE SITE RENOVATION & ADDITION TO THE PENN BOATHOUSE 11 Boathouse Row, Philadelphia, PA 19130

Penn Boathouse Existing Aerial View Penn Boathouse Survey & Plan of Properties 1999

Page 7 FINISH GROUP DEFINITIONS FINISH GROUP DEFINITIONS FINISH GROUP DEFINITIONS FINISH GROUP DEFINITIONS KEY NOTE SCHEDULE KEY NOTE SCHEDULE LEVEL 2 LEVEL 1 LEVEL 2 LEVEL 1

Item No. NEW WORK KEY NOTES(NOT ALL KEY NOTES WILL APPLY TO ALL SHEETS) Item No. NEW WORK KEY NOTES(NOT ALL KEY NOTES WILL APPLY TO ALL SHEETS)

1.0 SOLID CORE WOOD VENEER INTERIOR DOOR AND ASSOCIATED HARDWARE 1.0 SOLID CORE WOOD VENEER INTERIOR DOOR AND ASSOCIATED HARDWARE Federal Reserve Bank Building Federal Reserve Bank Building 100 North 6th Street 100 North 6th Street STAIR: TREAD:PORCELAIN CERAMIC STAIR TREAD, STONE SOURCE, STAIR: TREAD:PORCELAIN CERAMIC STAIR TREAD, STONE SOURCE, LANDINGS (TOP, INTER):PORCELAIN CERAMIC TILE, STONE SOURCE, Philadelphia, PA 19106-1590 LANDINGS (TOP, INTER):PORCELAIN CERAMIC TILE, STONE SOURCE, Philadelphia, PA 19106-1590 OTHER:BLACK STEEL FRAME & FITTINGS WITH STAINLESS TENSION Tel: 215-923-2020 Fax: 215-574-0952 OTHER:BLACK STEEL FRAME & FITTINGS WITH STAINLESS TENSION Tel: 215-923-2020 Fax: 215-574-0952 2.0 CABLE GUARDRAILS, OAK HANDRAILS 2.0 CABLE GUARDRAILS, OAK HANDRAILS Copyright ©2018 by EWINGCOLE Copyright ©2018 by EWINGCOLE

MACHINE ROOM LESS(MRL) LIMITED USE/LIMITED APPLICATION (LU/LA) CONSULTANTS MACHINE ROOM LESS(MRL) LIMITED USE/LIMITED APPLICATION (LU/LA) CONSULTANTS ELEVATOR; BOD: SAVARIA ORION, 1400 LB CAPACITY, 2-STOPS, 30 FPM, ELEVATOR; BOD: SAVARIA ORION, 1400 LB CAPACITY, 2-STOPS, 30 FPM, 3.0 CMU ENCLOSURE 3.0 CMU ENCLOSURE 4.0 CUSTOM PHENOLIC MILLWORK STORAGE CABINETS; 7'-0" TALL 4.0 CUSTOM PHENOLIC MILLWORK STORAGE CABINETS; 7'-0" TALL 5.0 CUSTOM PHENOLIC MILLWORK STORAGE CABINETS; 3'-6" TALL 5.0 CUSTOM PHENOLIC MILLWORK STORAGE CABINETS; 3'-6" TALL

CUSTOM PHENOLIC MILLWORK STORAGE CABINETS; UPPER AND LOWER CUSTOM PHENOLIC MILLWORK STORAGE CABINETS; UPPER AND LOWER 6.0 CABINETS; SEE BUILDING SECTION FOR ADD'L INFO 6.0 CABINETS; SEE BUILDING SECTION FOR ADD'L INFO

CUSTOM WOOD CASEWORK, ANTI-GLARE TEMPERED GLASS SLIDING DOORS, CUSTOM WOOD CASEWORK, ANTI-GLARE TEMPERED GLASS SLIDING DOORS, 7.0 INTERIOR LIGHTING, BLACK STEEL SURROUND 7.0 INTERIOR LIGHTING, BLACK STEEL SURROUND

8.0 METAL GUARDRAIL WITH CABLE INFILL 8.0 METAL GUARDRAIL WITH CABLE INFILL

WHITE EPDM MEMBRANE ROOF; RIGID INSULATION; 3" NOM. TIMBER ROOF WHITE EPDM MEMBRANE ROOF; RIGID INSULATION; 3" NOM. TIMBER ROOF 9.0 DECKING; SEE ASSEMBLY DETL. FOR ADD'L INFO 9.0 DECKING; SEE ASSEMBLY DETL. FOR ADD'L INFO

WHITE EPDM MEMBRANE ROOF; RIGID INSULATION; 1/2" METAL DECK; SEE WHITE EPDM MEMBRANE ROOF; RIGID INSULATION; 1/2" METAL DECK; SEE 10.0 ASSEMBLY DET. FOR ADD'L INFO 10.0 ASSEMBLY DET. FOR ADD'L INFO 11.0 SKYLIGHT; BOD: VELUX NORTHLIGHT MODULAR SKYLIGHT 11.0 SKYLIGHT; BOD: VELUX NORTHLIGHT MODULAR SKYLIGHT 12.0 ROOF HATCH WITH OSHA APPROVED RAILING 12.0 ROOF HATCH WITH OSHA APPROVED RAILING 13.0 42" GALVANIZED RAILING; EXTEND 18" PAST SKYLIGHT 13.0 42" GALVANIZED RAILING; EXTEND 18" PAST SKYLIGHT

UNIVERSITY OF PENNSYLVANIA BOATHOUSE EXISTING VS PROPOSED PLANS: FLOOR 1 RENOVATION & ADDITION TO THE PENN BOATHOUSE 11 Boathouse Row, Philadelphia, PA 19130

A B C A A B B C C A B C

22'-0" 22'-3" 22'-0" 22'-3" 22'-0" 22'-3" 22'-0" 22'-3" 16 16 16 16

KEY PLAN KEY PLAN

+16.93' +16.93'

ADA ENTRY ADA ENTRY 207 207 102 SF 102 SF 15 15 MEN'S LOCKERS MEN'S LOCKERS 15 15 202 202 785 SF 785 SF

JCL JCL 208E 208E WOMEN'S 8 SF WOMEN'S 8 SF LOCKERS LOCKERS TOILET TOILET WEST BAY EAST BAY WEST BAY EAST BAY 208 MEN'S MEN'S TOILETS 208 MEN'S MEN'S TOILETS VESTIBULE 02 VESTIBULE 02 209 SHOWERS 203 HALL 02 1 209 SHOWERS 203 HALL 02 1 640 SF 27 SF KITCHEN 203A 640 SF 27 SF KITCHEN 203A 204 192 SF 53 SF A5.1.1 204 192 SF 53 SF A5.1.1 208B 208B 150 SF 150 SF JCL JCL 208A 82 SF 208A 82 SF 15 SF REF. 15 SF MECH REF. MECH ROOM PRINCIPAL ROOM PRINCIPAL William McCullough William McCullough WOMEN'S ERG/EVENT 14 WOMEN'S ERG/EVENT 14 14 14 HALL 03 SHOWERS ROOM HALL 03 SHOWERS ROOM PROJECT MANAGER PROJECT MANAGER 210A 210A 44 SF 44 SF Dan Meza Dan Meza 210 201 210 201 165 SF 1879 SF 165 SF 1879 SF GRAND HALL GRAND HALL 200 200 WOMEN'S VESTIBULE 01 WOMEN'S VESTIBULE 01 212 212 TOILETS 45 SF 1329 SF TOILETS 45 SF 1329 SF 211 211 REVISIONS REVISIONS SHOP SHOP 194 SF 194 SF 3 3 AV 13 AV 1 13 1 211A 211A 23 SF 23 SF

COACHES' COACHES' 213 213 343 SF 343 SF

+12.37' 12 +12.37' 12 12 B EC ISSUE B12 SCHEMATIC DESIGN SET 01.16.20 B EC ISSUE B SCHEMATIC DESIGN SET 01.16.20

t t

v v

r r

. . A EC DRAFT SD PRICING SET 11.11.19 A EC DRAFT SD PRICING SET 11.11.19

a a

l l

o o

n n 2 NO. BY DESCRIPTION DATE 2 NO. BY DESCRIPTION DATE

o o 1 1

r r b b +13.30' +13.30' PENN ATHLETIC CLUB +13.31' +13.31'

n n

_ _

L L

A A

+13.28' +13.11' +13.05' +13.28' PENN ATHLETIC CLUB +13.11' +13.05'

R R

T T UNIVERSITY OF PENN UNIVERSITY OF PENN

N N

E E

C C

_ _ VESPER BOAT CLUB VESPER BOAT CLUB

8 8

1 1 RENOVATION / ADDITION TO THE PENN RENOVATION / ADDITION TO THE PENN

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0 0 BOAT HOUSE BOAT HOUSE

5 5

0 0

9 9 11 Boathouse Row, Philadelphia, PA 19130 11 Boathouse Row, Philadelphia, PA 19130

1 1

0 0

2 2

\ \

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e e

l 0 2' 4' 8' 16' 24' l 0 2' 4' 8' 16' 24' i i +12.09' +12.09' F F +12.01' +12.01'

l l a a DRAWN BY Author DATE DRAWN BY Author DATE

c c

o o

L L

t SCALE AT FULL SIZE: 1/8" = 1'-0" t SCALE AT FULL SIZE: 1/8" = 1'-0"

i i v v PROJECT NO. 20190550 SCALE 1/8" = 1'-0" PROJECT NO. 20190550 SCALE 1/8" = 1'-0"

e e

R R 0 2' 4' 8' 16' 24' 0 2' 4' 8' 16' 24'

\ \ : : DRAWING NAME DRAWING NAME

C C

LEVEL 2 FLOOR PLAN LEVEL 2 FLOOR PLAN SCALE AT FULL SIZE: 1/8" = 1'-0" FLOOR PLANS SCALE AT FULL SIZE: 1/8" = 1'-0" FLOOR PLANS 8 SCALE: 1/8" = 1'-0" LEVEL 1 FLOOR8 SCALE: PLAN 1/8" = 1'-0" LEVEL 1 FLOOR PLAN 1 SCALE: 1/8" = 1'-0" 1 SCALE: 1/8" = 1'-0"

FLOOR/SECTION PHASE FLOOR 1: DRAWINGEXISTING NO. FLOOR/SECTIONFLOORPHASE 1: PROPOSEDDRAWING NO.

9/4/2020 10:44:15 AM 10:44:15 9/4/2020 AM 10:44:15 9/4/2020 SD A2.1 REBUILT /NEWSD CONSTRUCTIONA2.1 ISSUE B - SCHEMATIC DESIGN SET - 16 JANUARY 2020 ISSUE B - SCHEMATIC DESIGN SET - 16 JANUARY 2020

Page 8 FINISH GROUP DEFINITIONS FINISH GROUP DEFINITIONS FINISH GROUP DEFINITIONS FINISH GROUP DEFINITIONS KEY NOTE SCHEDULE KEY NOTE SCHEDULE LEVEL 2 LEVEL 1 LEVEL 2 LEVEL 1

Item No. NEW WORK KEY NOTES(NOT ALL KEY NOTES WILL APPLY TO ALL SHEETS) Item No. NEW WORK KEY NOTES(NOT ALL KEY NOTES WILL APPLY TO ALL SHEETS)

8.0 METAL GUARDRAIL WITH CABLE INFILL 8.0 METAL GUARDRAIL WITH CABLE INFILL

UNIVERSITY OF PENNSYLVANIA BOATHOUSE EXISTING VS PROPOSED PLANS: FLOOR 2 RENOVATION & ADDITION TO THE PENN BOATHOUSE 11 Boathouse Row, Philadelphia, PA 19130

A B C A A B B C C A B C

22'-0" 22'-3" 22'-0" 22'-3" 22'-0" 22'-3" 22'-0" 22'-3" 16 16 16 16

KEY PLAN KEY PLAN

+16.93' +16.93'

ADA ENTRY ADA ENTRY 207 207 102 SF 102 SF 15 15 MEN'S LOCKERS MEN'S LOCKERS 15 15 202 202 785 SF 785 SF

COACHES' COACHES' 213 213 343 SF 343 SF

+12.37' 12 +12.37' 12 12 B EC ISSUE B12 SCHEMATIC DESIGN SET 01.16.20 B EC ISSUE B SCHEMATIC DESIGN SET 01.16.20

t t

v v

r r

. . A EC DRAFT SD PRICING SET 11.11.19 A EC DRAFT SD PRICING SET 11.11.19

a a

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o o

n n 2 NO. BY DESCRIPTION DATE 2 NO. BY DESCRIPTION DATE

o o 1 1

r r b b +13.30' +13.31' +13.30' +13.31'

n n

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L L

A A +13.28' +13.11' +13.05' +13.28' +13.11' +13.05'

R R

T T UNIVERSITY OF PENN UNIVERSITY OF PENN

N N

E E

C C

_ _

8 8

1 1 RENOVATION / ADDITION TO THE PENN RENOVATION / ADDITION TO THE PENN

A A

_ _

0 0 BOAT HOUSE BOAT HOUSE

5 5

0 0

9 9 11 Boathouse Row, Philadelphia, PA 19130 11 Boathouse Row, Philadelphia, PA 19130

1 1

0 0

2 2

\ \

s s

e e

l 0 2' 4' 8' 16' 24' l 0 2' 4' 8' 16' 24' i i +12.09' +12.09' F F +12.01' +12.01'

l l a a DRAWN BY Author DATE DRAWN BY Author DATE

c c

o o

L L

t SCALE AT FULL SIZE: 1/8" = 1'-0" t SCALE AT FULL SIZE: 1/8" = 1'-0"

i i v v PROJECT NO. 20190550 SCALE 1/8" = 1'-0" PROJECT NO. 20190550 SCALE 1/8" = 1'-0"

e e

R R 0 2' 4' 8' 16' 24' 0 2' 4' 8' 16' 24'

\ \ : : DRAWING NAME DRAWING NAME

C C

FLOOR/SECTION PHASE FLOORDRAWING 2: NO.EXISTING FLOOR/SECTIONFLOORPHASE 2: PROPOSEDDRAWING NO.

9/4/2020 10:44:15 AM 10:44:15 9/4/2020 AM 10:44:15 9/4/2020 SD A2.1 REBUILT /NEWSD CONSTRUCTIONA2.1 ISSUE B - SCHEMATIC DESIGN SET - 16 JANUARY 2020 ISSUE B - SCHEMATIC DESIGN SET - 16 JANUARY 2020

Page 9 UNIVERSITY OF PENNSYLVANIA BOATHOUSE REVISED MASSING STUDIES RENOVATION & ADDITION TO THE PENN BOATHOUSE 11 Boathouse Row, Philadelphia, PA 19130

EXISTING/RENOVATION

REBUILD

NEW ADDITION

Existing Penn Proposed Boathouse Scope

“The addition overbuilds the existing footprint to create additional square “The proposed addition will reflect the existing building’s character and footage with a second floor “infill”. The axonometric diagrams above scale, referencing existing details and proportions in the new construction. show how the new building massing replicates the existing gables and The material palette is consistent with the original through its use of stone, dormers, preserving the scale and character of the Schuylkill elevation.” stucco, wood trim, and roofing composed of synthetic slate and asphalt shingles.”

Page 10 UNIVERSITY OF PENNSYLVANIA BOATHOUSE STRUCTURAL NARRATIVE RENOVATION & ADDITION TO THE PENN BOATHOUSE 11 Boathouse Row, Philadelphia, PA 19130

The original boathouse was constructed in 1874 with the east and west wings built in 1921 and 1980, respectively. The west wing is a two-story addition constructed of concrete masonry, steel and wood and was built to house the women’s boats. The second floor of the west wing was constructed at a different floor elevation than the floor elevation of the original boathouse. The original east wing was a one- story shed structure that was modified in the early 1930’s to include a small vertical addition on the river side. It currently houses the men’s boats.

The east wing was constructed primarily with dimensional wood construction forming the exterior stud walls on three sides and the roof. These perimeter walls bear on short concrete foundation walls that do not bear on continuous spread footings. This has accounted for some of the settlement that these walls have Test Pit TP-1, Footing 20” Below Grade, Test Pit TP-2, No Footing Encountered, Roof Above Men’s Boat Bay, July 2019 experienced. The roof, with its multiple roof monitors, is supported at the east Geotechnical Report, September 2019 Geotechnical Report, September 2019 perimeter, west original boathouse masonry wall, and at its centerline by several timber columns that bear on shallow spread footings.

A structural condition assessment was completed for the east wing to determine if the structure could support a full overbuild addition. The assessment determined that the existing foundations, roof framing members, and columns have insufficient vertical load capacity and lateral load resistance to support the code required loads for the proposed program designated for the second floor. An attempt to strengthen the existing roof framing would result in a significant loss of vertical height within the boat bay that would severely diminish the vertical space required to maximize boat stacking. Compounding the loss of vertical space would be the additional loss of footprint to introduce supplemental columns. In addition, all of the foundations would need to be underpinned to increase their bearing capacity. This would be a risky operation in soils that are not known for their cohesiveness.

The proposed two-story addition would be constructed on the footprint of the Existing East Wall, August 2019 Existing East Wall, August 2019 Ceiling Above Main Entry, July 2019 current east wing. The structure would consist of a cast-in-place concrete supported second floor overtopped by a structural steel and timber roof structure. The new concrete columns would bear on reinforced concrete pile caps supported by mini-piles. The structure would be designed to conform to flood plain management requirements. Other additions would include an elevator within the footprint of the original boathouse. Overbuild construction or construction of a new floor level will be required at the original boathouse’s second floor to provide a more uniform second floor elevation for ADA accessibility. Decayed framing within the 1921 addition at the front of the original 1874 boathouse would also be repaired and supplemented.

Structural Diagrams

Page 11 UNIVERSITY OF PENNSYLVANIA BOATHOUSE KELLY DRIVE FACADE/NORTH ELEVATION RENOVATION & ADDITION TO THE PENN BOATHOUSE REBUILT /NEW CONSTRUCTION 11 Boathouse Row, Philadelphia, PA 19130

09/14/2020: North Elevation View REVISED: North Elevation View Federal Reserve Bank Building 100 North 6th Street Philadelphia, PA 19106-1590 LINE OF 09/14/20 LINE OF 09/14/20 Tel: 215-923-2020 Fax: 215-574-0952

PRESERVE EXISTING PRESERVE EXISTING ASPHALT SHINGLE EAVES AND SIDING ASPHALT SHINGLE EAVES AND SIDING (SYNTHETIC SLATE (SYNTHETIC SLATE ALT.) ALT.) PRESERVE EXISTING PRESERVE EXISTING DORMER DORMER INSULATED ALUM. CLAD INSULATED ALUM. CLAD WOOD WINDOW SYSTEM WOOD WINDOW SYSTEM Men's Bay L2 27' - 10 1/4"

STUCCO STUCCO

WOOD DOORS 10'-11" WOOD DOORS

LEVEL 1 REPLACE ALL EXISTING WINDOWS 16' - 11 1/4" REPLACE ALL EXISTING WINDOWS W/ INSULATED ALUM. CLAD WOOD 1/2" 2'-7 APRON L1 W/ INSULATED ALUM. CLAD WOOD WINDOWS 14' - 3 3/4" WINDOWS

NORTH ELEVATION PERSPECTIVE NORTH-EAST ELEVATION 1 SCALE: 1/8" = 1'-0" 3 SCALE:

KELLY DRIVE FACADE KELLY DRIVE FACADE

Ridge at new addition should be lowered to match Ridge lowered 30” to align with West Bay ridge line existing West Bay ridge Concealed flat roof (beyond) and KEY PLAN roof top equipment lowered 30”

Dormer scale should be reduced and detail should Dormer modified - broke into two separate dormers comport with existing shed dormer details Reduced elevation of eave

Modified detail to reference existing shed dormers

3D View 6 - 5 SCALE: ---

PRINCIPAL William McCullough PROJECT MANAGER Dan Meza

REVISIONS Men's Bay L2 Page 12 27' - 10 1/4" 10'-11"

LEVEL 1 16' - 11 1/4" 2'-7 1/2" 2'-7 APRON L1 14' - 3 3/4"

B EC ISSUE B SCHEMATIC DESIGN SET 01.16.20

. A EC DRAFT SD PRICING SET 11.11.19

n NO. BY DESCRIPTION DATE

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1 RENOVATION / ADDITION TO THE PENN

_ SOUTH ELEVATION PERSPECTIVE SOUTH ELEVATION A 0 2 4 BOAT HOUSE 5 SCALE: 1/8" = 1'-0" SCALE:

9 11 Boathouse Row, Philadelphia, PA 19130

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1 DD A3.1.1 ISSUE C - DESIGN DEVELOPMENT PROGRESS PRINT - 16 OCTOBER 2020 UNIVERSITY OF PENNSYLVANIA BOATHOUSE KELLY DRIVE FACADE/NORTH ELEVATION RENOVATION & ADDITION TO THE PENN BOATHOUSE REBUILT /NEW CONSTRUCTION 11 Boathouse Row, Philadelphia, PA 19130

LINE OF 09/14/20 LINE OF 09/14/20 RIDGE HEIGHT RIDGE HEIGHT

Federal Reserve Bank Building Federal Reserve Bank BuildingFederal Reserve BankFederal Building Reserve Bank Building 100 North 6th Street 100 North 6th Street 100 North 6th Street 100 North 6th Street ASPHALT SHINGLE PRESERVE EXISTING EAVES PRESERVE EXISTING LINE OF NEW RIDGE ASPHALT SHINGLE PRESERVE EXISTING EAVES PRESERVE EXISTING Philadelphia, PA 19106-1590 Philadelphia, PA 19106-1590Philadelphia, PA 19106-1590Philadelphia, PA 19106-1590 DORMER DORMER (SYNTHETIC ALT.) AND SIDING LOWERED BY 30” (SYNTHETIC SLATE AND SIDING Tel: 215-923-2020 Fax: 215-574-0952 Tel: 215-923-2020 Fax:Tel: 215-574-0952 215-923-2020 Fax:Tel: 215-574-0952 215-923-2020 Fax: 215-574-0952 ALT.) Copyright ©2018 by EWINGCOLE Copyright ©2018 by EWINGCOLECopyright ©2018 by EWINGCOLECopyright ©2018 by EWINGCOLE CONSULTANTS CONSULTANTS CONSULTANTS CONSULTANTS

REMOVE REMOVE EXISTING SHINGLES EXISTING SHINGLES AND REPLACE TO AND REPLACE TO MATCH NEW TYP. ALL MATCH NEW TYP. ALL EXIST. SHINGLES EXIST. SHINGLES

Men's Bay L2 Men's Bay L2 Men's Bay L2 Men's Bay L2 27' - 10 1/4" 27' - 10 1/4" 27' - 10 1/4" 27' - 10 1/4" NEW EXTERIOR NEW EXTERIOR WALL ASSEMBLY WALL ASSEMBLY 10'-11" 10'-11" 10'-11" 10'-11"

LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1 16' - 11 1/4" 16' - 11 1/4" 16' - 11 1/4" 16' - 11 1/4" 2'-7 1/2" 2'-7 2'-7 1/2" 2'-7 REPLACE ALL EXISTING WINDOWS W/ REPLACE ALL EXISTING WINDOWS W/ 1/2" 2'-7 1/2" 2'-7 APRON L1 APRON L1 APRON L1 APRON L1 INSULATED ALUM. CLAD WOOD WIN- 14' - 3 3/4" INSULATED ALUM. CLAD WOOD WIN- 14' - 3 3/4" 14' - 3 3/4" 14' - 3 3/4" DOWS DOWS

NEW ENTRY DOOR & SIDELIGHTS NORTH ELEVATION PERSPECTIVENORTH NORTH-EAST ELEVATION ELEVATION PERSPECTIVE NORTH-EAST ELEVATION 1 3 1 NORTH ELEVATIONNORTH ELEVATION 3 PERSPECTIVE PERSPECTIVENORTH-EAST ELEVATION NORTH-EAST ELEVATION SCALE: 1/8" = 1'-0" SCALE: SCALE: 1/8" = 1'-0" 1 SCALE: 1/8" = 1'-0"1 SCALE: 1/8" = 1'-0" SCALE: 3 SCALE: 3 SCALE:

09/14/2020: North Elevation REVISED: North Elevation

REMOVE PORTION OF DORMER

KEY PLAN KEY PLAN KEY PLAN KEY PLAN

DEMO REMOVE & REPLACE DOORS REMOVE & REPLACE WINDOWS 3D View 6 3D View 6 5 5 3D View 6 3D View 6 - - - SCALE: SCALE: 5 SCALE: 5 SCALE: ------

PRINCIPAL PRINCIPAL PRINCIPAL PRINCIPAL EXISTING: North Elevation William McCullough William McCullough William McCulloughWilliam McCullough PROJECT MANAGER PROJECT MANAGERPROJECT MANAGERPROJECT MANAGER Dan Meza Dan Meza Dan Meza Dan Meza

Page 13

REVISIONS REVISIONS REVISIONS REVISIONS Men's Bay L2 Men's Bay L2 Men's Bay L2 Men's Bay L2 27' - 10 1/4" 27' - 10 1/4" 27' - 10 1/4" 27' - 10 1/4" 10'-11" 10'-11" 10'-11" 10'-11"

LEVEL 1 LEVEL 1 LEVEL 1 LEVEL 1 16' - 11 1/4" 16' - 11 1/4" 16' - 11 1/4" 16' - 11 1/4" 2'-7 1/2" 2'-7 1/2" 2'-7 2'-7 1/2" 2'-7 1/2" 2'-7 APRON L1 APRON L1 APRON L1 APRON L1 14' - 3 3/4" 14' - 3 3/4" 14' - 3 3/4" 14' - 3 3/4"

B EC ISSUE B SCHEMATIC DESIGN SET 01.16.20 B EC ISSUE B SCHEMATIC DESIGN SET 01.16.20 t t B EC ISSUE B SCHEMATIC EC ISSUE DESIGN B SCHEMATIC SET DESIGN01.16.20 SET 01.16.20

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9 1 1 1 SD A3.1.1 DD DD A3.1.1DD A3.1.1 A3.1.1 ISSUE B - SCHEMATIC DESIGN SET - 16 JANUARY 2020 ISSUE C -ISSUE DESIGN C DEVELOPMENT-ISSUE DESIGN C -DEVELOPMENT DESIGN PROGRESS DEVELOPMENT PROGRESS PRINT -PROGRESS 16 PRINT OCTO -BER 16 PRINT OCTO 2020 -BER 16 OCTO 2020BER 2020 UNIVERSITY OF PENNSYLVANIA BOATHOUSE 09/14/20 KELLY DRIVE FACADE/NORTH ELEVATION RENOVATION & ADDITION TO THE PENN BOATHOUSE 11 Boathouse Row, Philadelphia, PA 19130

09/14/20 North Elevation Rendering from Kelly Drive Page 14 UNIVERSITY OF PENNSYLVANIA BOATHOUSE REVISED KELLY DRIVE FACADE/NORTH ELEVATION RENOVATION & ADDITION TO THE PENN BOATHOUSE 11 Boathouse Row, Philadelphia, PA 19130

Revised North Elevation Rendering from Kelly Drive Page 15 ------

------

Federal Reserve Bank Building Federal Reserve Bank Building 100 North 6th Street 100 North 6th Street Philadelphia, PA 19106-1590 Philadelphia, PA 19106-1590 - Tel: 215-923-2020 Fax: 215-574-0952 Tel: 215-923-2020 Fax: 215-574-0952 ---

M F

Men's Bay L2 Men's Bay L2 27' - 10 1/4" 27' - 10 1/4"

E E 10'-11" 10'-11"

LEVEL 1 LEVEL 1 16' - 11 1/4" 16' - 11 1/4"

2'-7 1/2" 2'-7 APRON L1 1/2" 2'-7 APRON L1 14' - 3 3/4" 14' - 3 3/4"

NORTH ELEVATION PERSPECTIVE NORTH-EASTNORTH ELEVATION ELEVATION PERSPECTIVE NORTH-EAST ELEVATION 1 SCALE: 1/8" = 1'-0" 3 SCALE: 1 SCALE: 1/8" = 1'-0" 3 SCALE:

UNIVERSITY OF PENNSYLVANIA BOATHOUSE SCHUYLKILL FACADE/SOUTH ELEVATION RENOVATION & ADDITION TO THE PENN BOATHOUSE REBUILT /NEW CONSTRUCTION 11 Boathouse Row, Philadelphia, PA 19130 KEY PLAN KEY PLAN

09/14/2020: South Elevation View REVISED: South Elevation View

LINE OF 09/14/20 LINE OF 09/14/20 LINE OF PREVIOUS LINE OF PREVIOUS EAVE PARAPET EAVE PARAPET

LINE OF NEW LINE OF NEW EAVE 3D View 6 NEW BALCONY; PAINTED STEEL PARAPET 5 GUARDRAIL W/ PICKETS SCALE: STAINLESS STEEL

PRINCIPAL PRINCIPAL PRESERVE EXISTING William McCullough PRESERVE EXISTING William McCullough ASPHALT SHINGLES EAVES AND SIDING PROJECT MANAGER EAVES AND SIDING PROJECT MANAGER Dan Meza FAUX SLATE Dan Meza STANDING SEAM INSULATED ALUM. CLAD METAL ROOF ASPHALT SHINGLE INSULATED ALUM. CLAD ASPHALT SHINGLE FAUX SLATE WOOD WINDOW & DOOR (SYNTHETIC SLATE WOOD WINDOW & DOOR (SYNTHETIC SLATE INSULATED ALUM. CLAD SYSTEM WOOD WINDOW & DOOR ALT.) SYSTEM ALT.) ASSEMBLY NEW BALCONY; PAINTED NEW BALCONY; PAINTED NEW BALCONY; PAINTED STEEL J J INSULATED ALUM. STEEL GUARDRAIL W/ GUARDRAIL W/ PICKETS STEELCLAD WINDOW GUARDRAIL & W/ STAINLESS STEEL DOOR ASSEMBLY PICKETS STUCCO REVISIONS PICKETS STUCCO REVISIONS Men's Bay L2 Men's Bay L2 27' - 10 1/4" 27' - 10 1/4"

STUCCO 10'-11" 10'-11" WOOD DOORS LEVEL 1 LEVEL 1 16' - 11 1/4" 16' - 11 1/4" 2'-7 1/2" 2'-7 1/2" 2'-7 APRON L1 APRON L1 14' - 3 3/4" 14' - 3 3/4"

NEW STONE B EC ISSUE B SCHEMATIC DESIGN SET 01.16.20 NEW STONE B EC ISSUE B - SCHEMATIC DESIGN SET 01.16.20

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0 0 existing shed dormer details Reduced height of dormers and glazing by 1 1 SD A3.1.1 DD A3.1.1 24” to match existing West Bay dormer ISSUE B - SCHEMATIC DESIGN SET - 16 JANUARY 2020 height ISSUE C - DESIGN DEVELOPMENT PROGRESS SET - 16 OCTOBER 2020 Modified detailing to reflect existing shed dormer details & materials New East & West Bay balconies overwhelm facade Modified balconies Reduced projection and scale of balcony elements to be more subdued Modified details to be more contextual

EAST ELEVATION REVISED 10/23/2020

Page 16 Federal Reserve Bank Building Federal Reserve Bank Building 100 North 6th Street 100 North 6th Street Philadelphia, PA 19106-1590 Philadelphia, PA 19106-1590 - Tel: 215-923-2020 Fax: 215-574-0952 Tel: 215-923-2020 Fax: 215-574-0952 ------Copyright ©2018 by EWINGCOLE Copyright ©2018 by EWINGCOLE - REMOVE EXISTING SHINGLES AND - CONSULTANTS CONSULTANTS --- REPLACE TO MATCH - NEW - TYP. ALL --- FAUX SLATE FAUX SLATE FAUX SLATE FAUX SLATE EXIST. SHINGLES ---

FAUX SLATE

INSULATED ALUM. CLAD WOOD WINDOW & DOOR ASSEMBLY

PAINTED STEEL GUARDRAIL W/ TENSION STAINLESS STEEL CABLE 6'-10" Men's Bay L2 Men's Bay L2 27' - 10 1/4" 27' - 10 1/4"

NEW EXTERIOR STUCCO WALL ASSEMBLY 10'-11" 10'-11" WOOD DOORS

LEVEL 1 REPLACE ALL EXISTING LEVEL 1 16' - 11 1/4" WINDOWS W/ 16' - 11 1/4" INSULATED WOOD CLAD ALUM. REPLACE ALL EXISTING WINDOWS W/ 2'-7 1/2" 2'-7 WINDOWS 1/2" 2'-7 INSULATED WOOD CLAD ALUM. WINDOWS APRON L1 APRON L1 14' - 3 3/4" POWERWASH ENTIRE ELEVATION 14' - 3 3/4" POWERWASH ENTIRE ELEVATION PATCH REPAIR EXIST. STUCCO PATCH REPAIR EXIST. STUCCO REPLACE ALL SEALANTS & REPLACE ALL SEALANTS & PREP TO RECEIVE NEW PAINT PREP TO RECEIVE NEW PAINT

NORTH ELEVATION PERSPECTIVENORTH NORTH-EAST ELEVATION ELEVATION PERSPECTIVE NORTH-EAST ELEVATION 1 SCALE: 1/8" = 1'-0" 3 SCALE: 1 SCALE: 1/8" = 1'-0" 3 SCALE:

UNIVERSITY OF PENNSYLVANIA BOATHOUSE SCHUYLKILL FACADE/SOUTH ELEVATION RENOVATION & ADDITION TO THE PENN BOATHOUSE REBUILT /NEW CONSTRUCTIONKEY PLAN KEY PLAN 11 Boathouse Row, Philadelphia, PA 19130

LINE OF 09/14/20 LINE OF 09/14/20

EAVE INSULATED ALUM. FAUX SLATE FAUX SLATE EAVE CLAD WOOD WINDOW & DOOR ASSEMBLY

3D View 6 NEW BALCONY; REBUILD TO NEW BALCONY; REBUILD TO 5 SCALE: LINE OF NEW MATCH 1875 BALCONY MATCH 1875 BALCONY 3D View 6 PAINTED STEEL 5 SCALE: LOWERED EAVE GUARDRAIL W/ PICKETS FAUX SLATE STAINLESS STEEL

PRINCIPAL PRINCIPAL ASPHALT SHINGLE ASPHALT SHINGLE (SYNTHETIC SLATE (SYNTHETICWilliam McCullough SLATE William McCullough ALT.) ALT.)PROJECT MANAGER PROJECT MANAGER Dan Meza Dan Meza INSULATED ALUM. INSULATED ALUM. CLAD WOOD DOOR CLAD WOOD DOOR SYSTEM SYSTEM NEW BALCONY; NEW BALCONY; PAINTED STEEL WOOD DOORS PAINTED STEEL GUARDRAIL W/ STUCCO GUARDRAIL W/ PICKETS PICKETSREVISIONS REVISIONS Men's Bay L2 Men's Bay L2 27' - 10 1/4" 27' - 10 1/4" 10'-11" 10'-11"

LEVEL 1 LEVEL 1 16' - 11 1/4" 16' - 11 1/4" 2'-7 1/2" 2'-7 2'-7 1/2" 2'-7 APRON L1 APRON L1 14' - 3 3/4" 14' - 3 3/4" NEW STONE BASE TO NEW STONE BASE TO NEW STUCCO STONE TO B EC ISSUE B SCHEMATIC DESIGN SET 01.16.20 B EC ISSUE B SCHEMATIC DESIGN SET 01.16.20 t MATCH EXISTING t MATCH EXISTING

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REMOVE & REPLACE DOORS REMOVE & REPLACE DOORS DEMO

EXISTING: South Elevation

Page 17 UNIVERSITY OF PENNSYLVANIA BOATHOUSE 09/14/20 SCHUYLKILL FACADE/SOUTH ELEVATION RENOVATION & ADDITION TO THE PENN BOATHOUSE 11 Boathouse Row, Philadelphia, PA 19130

09/14/20 South Elevation Rendering Page 18 UNIVERSITY OF PENNSYLVANIA BOATHOUSE REVISED SCHUYLKILL FACADE/SOUTH ELEVATION RENOVATION & ADDITION TO THE PENN BOATHOUSE 11 Boathouse Row, Philadelphia, PA 19130

Revised South Elevation Rendering Page 19 UNIVERSITY OF PENNSYLVANIA BOATHOUSE 09/14/20 SCHUYLKILL FACADE/SOUTH ELEVATION RENOVATION & ADDITION TO THE PENN BOATHOUSE 11 Boathouse Row, Philadelphia, PA 19130

09/14/20 View from the Schuylkill Page 20 UNIVERSITY OF PENNSYLVANIA BOATHOUSE REVISED SCHUYLKILL FACADE/SOUTH ELEVATION RENOVATION & ADDITION TO THE PENN BOATHOUSE 11 Boathouse Row, Philadelphia, PA 19130

Revised View from the Schuylkill Page 21 Federal Reserve Bank Building 100 North 6th Street Philadelphia, PA 19106-1590 Tel: 215-923-2020 Fax: 215-574-0952

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LEVEL 2

1'-1" 28' - 11 1/4" Men's Bay L2 27' - 10 1/4" C D C D D D D C D D C 10'-11"

LEVEL 1 16' - 11 1/4" APRON L1 2'-7 1/2" 2'-7 14' - 3 3/4"

WEST ELEVATION PERSPECTIVE WEST ELEVATION 3 SCALE: 2 SCALE: 1/8" = 1'-0"

UNIVERSITY OF PENNSYLVANIA BOATHOUSE EAST FACADE KEY PLAN RENOVATION & ADDITION TO THE PENN BOATHOUSE REBUILT /NEW CONSTRUCTION 11 Boathouse Row, Philadelphia, PA 19130

09/14/2020 East Elevation View REVISED: East Elevation View

LINE OF 09/14/20 LINE OF 09/14/20 PARAPET & RIDGE PARAPET & RIDGE

NEW PARAPET HEIGHT PRINCIPAL William McCullough PROJECT MANAGER Dan Meza

PRESERVE EXISTING PRESERVE EXISTING ASPHALT SHINGLE ASPHALT SHINGLE EAVES AND SIDING EAVES AND SIDING (SYNTHETIC SLATE ALT.) (SYNTHETIC SLATE ALT.)

INSULATED ALUM. REVISIONS INSULATED ALUM. CLAD CLAD WOOD INSULATED ALUM. CLAD INSULATED ALUM. WOOD WINDOW WINDOW WOOD WINDOW CLAD WOOD WINDOW Men's Bay L2 27' - 10 1/4" STUCCO STUCCO 10'-11" INSULATED ALUM. CLAD INSULATED ALUM. CLAD LEVEL 1 WOOD WINDOW WOOD WINDOW 16' - 11 1/4" 2'-7 1/2" 2'-7 B EC ISSUE B - SCHEMATIC DESIGN SET 01.16.20 t APRON L1

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3 EAST FACADE

1 FLOOR/SECTION PHASE DRAWING NO.

0 1 Facade scale is too large and undifferentiated Reduced parapet height by 36” and north gable end DD A3.1.2 (looks like a “billboard”) by 30” ISSUE C - DESIGN DEVELOPMENT PROGRESS SET - 16 OCTOBER 2020 Facade should reference existing facade - reduce Incorporated fenestration consistent with existing, scale, incorporate glazing including rounds and double-hungs

EAST ELEVATION REVISED 10/23/2020

Page 22 Federal Reserve Bank Building Federal Reserve Bank Building 100 North 6th Street 100 North 6th Street Philadelphia, PA 19106-1590 Philadelphia, PA 19106-1590 Tel: 215-923-2020 Fax: 215-574-0952 Tel: 215-923-2020 Fax: 215-574-0952

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LEVEL 2 LEVEL 2 1'-1" 28' - 11 1/4" 1'-1" 28' - 11 1/4" Men's Bay L2 Men's Bay L2 27' - 10 1/4" 27' - 10 1/4" C D C D D D D C D D C 10'-11" 10'-11"

LEVEL 1 LEVEL 1 16' - 11 1/4" 16' - 11 1/4" APRON L1 APRON L1 2'-7 1/2" 2'-7 14' - 3 3/4" 1/2" 2'-7 14' - 3 3/4"

FederalFederal Reserve Reserve Bank Bank Building Building 100100 North North 6th 6th Street Street Philadelphia,Philadelphia, PA PA 19106-1590 19106-1590 Tel:Tel: 215-923-2020 215-923-2020 Fax: Fax: 215-574-0952 215-574-0952

CopyrightCopyright © ©2018 2018 by by EWINGCOLE EWINGCOLE CONSULTANTSCONSULTANTS WEST ELEVATION PERSPECTIVE WEST ELEVATION PERSPECTIVE WEST ELEVATION WEST3 SCALE: ELEVATION 3 SCALE: 2 SCALE: 1/8" = 1'-0" 2 SCALE: 1/8" = 1'-0" UNIVERSITY OF PENNSYLVANIA BOATHOUSE EAST FACADE RENOVATION & ADDITION TO THE PENN BOATHOUSE REBUILT /NEW CONSTRUCTIONKEY PLAN KEY PLAN 11 Boathouse Row, Philadelphia, PA 19130

LINE OF 09/14/20 LINE OF 09/14/20 LINE OF 09/14/20 PARAPET HEIGHT RIDGE HEIGHT PARAPET & RIDGE

LINE OF NEW PARAPET LINE OF NEW RIDGE LOWERED BY 36” LOWERED BY 30” LEVELLEVEL 22 1'-1" 1'-1" 28'28' --1111 1/4"1/4" Men'sMen's BayBay L2L2 27'27' --1010 1/4"1/4" PRINCIPAL PRINCIPAL 10'-11" 10'-11" William McCullough William McCullough PROJECT MANAGER PROJECT MANAGER LEVELLEVEL 11 Dan Meza Dan Meza 16'16' --1111 1/4"1/4" APRONAPRON L1L1 2'-7 1/2" 2'-7 2'-7 1/2" 2'-7 14'14' --33 3/4"3/4" LINE OF LOWERED ROOF ASPHALT SHINGLE (SYNTHETIC SLATE ABOVE LOCKERS REVISIONS REVISIONS

Men's Bay L2 Men's Bay L2 27' - 10 1/4" 27' - 10 1/4" 6'-0" WESTWEST ELEVATIONELEVATION PERSPECTIVEPERSPECTIVE WESTWEST ELEVATIONELEVATION 33 SCALE:SCALE: 22 SCALE:SCALE: 1/8" 1/8" = = 1'-0" 1'-0" 10'-11" 10'-11"

LEVEL 1 LEVEL 1 16' - 11 1/4" 16' - 11 1/4" 2'-7 1/2" 2'-7 2'-7 1/2" 2'-7 KEYKEY PLAN PLAN B EC ISSUE B SCHEMATIC DESIGN SET 01.16.20 B EC ISSUE B - SCHEMATIC DESIGN SET 01.16.20 t APRON L1 t APRON L1

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M M ELEVATIONS EAST & WEST ELEVATIONS EAST & WEST

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1 1 PROJECTPROJECT MANAGER MANAGERSD A3.1.2 DD A3.1.2 DanDan Meza Meza ISSUE B - SCHEMATIC DESIGN SET - 16 JANUARY 2020 ISSUE C - DESIGN DEVELOPMENT PROGRESS SET - 16 OCTOBER 2020

REVISIONSREVISIONS

Men'sMen's BayBay L2L2 27'27' --1010 1/4"1/4" 10'-11" 10'-11"

LEVELLEVEL 11 16'16' --1111 1/4"1/4" 2'-7 1/2" 2'-7 2'-7 1/2" 2'-7 BB EC EC ISSUE ISSUE B B SCHEMATIC SCHEMATIC DESIGN DESIGN SET SET 01.16.2001.16.20 t t APRONAPRON L1L1

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M M ELEVATIONSELEVATIONS EAST EAST & & WEST WEST

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1 8 DDSD A3.1.2A3.1.2 ISSUE C - DESIGN DEVELOPMENTISSUE B - SCHEMATIC PROGRESS DESIGN PRINT SET - 16 -OCTO 16 JANUARYBER 2020 2020 UNIVERSITY OF PENNSYLVANIA BOATHOUSE EAST FACADE RENOVATION & ADDITION TO THE PENN BOATHOUSE 11 Boathouse Row, Philadelphia, PA 19130

EXISTING

SIGHTLINE STUDIES

The revised design consists of a lowered ridge line of the Kelly Drive facade by 30”, and lowered parapet of the East Elevation by 36”. In order to reduce equipment visibility, the roof area hosting the equipment was also lowered by 30”.

The view to the left shows the current visibility of the East Facade with boat racks adjacent to the facade. The images below, show the previous design with higher ridge line and steeper slopes on the left, and on the right a revised design showing reduced slopes and lowered ridge.

Current View from the Schuylkill River Trail 07.30.2019

PREVIOUS DESIGN REVISED DESIGN

Rendering from the Schuylkill River Trail: Raised Roof Parapet to Conceal Roof Equipment Rendering from the Schuylkill River Trail: Lowered Ridge & Equipment to Align with West Bay

Page 24 UNIVERSITY OF PENNSYLVANIA BOATHOUSE WEST FACADE RENOVATION & ADDITION TO THE PENN BOATHOUSE REBUILT /NEW CONSTRUCTION 11 Boathouse Row, Philadelphia, PA 19130 Federal Reserve Bank Building Federal Reserve Bank Building 100 North 6th Street 100 North 6th Street Philadelphia, PA 19106-1590 Philadelphia, PA 19106-1590 Tel: 215-923-2020 Fax: 215-574-0952 Tel: 215-923-2020 Fax: 215-574-0952

LINE OF 09/14/20 LINE OF 09/14/20 EAVE EAVE LINE OF NEW ASPHALT SHINGLE ASPHALT SHINGLE LOWERED EAVE (SYNTHETIC SLATE (SYNTHETIC SLATE ALT.) ALT.) PRESERVE EXISTING PRESERVE EXISTING EAVES AND SIDING EAVES AND SIDING

INSULATED ALUM. CLAD INSULATED ALUM. CLAD WINDOW & DOOR SYSTEM WINDOW & DOOR SYSTEM

NEW BALCONY; PAINTED NEW BALCONY; PAINTED LEVEL 2 STEEL GUARDRAIL W/ PICK- LEVEL 2 STEEL GUARDRAIL W/ PICK-

1'-1" 28' - 11 1/4" ETS 1'-1" 28' - 11 1/4" ETS Men's Bay L2 Men's Bay L2 27' - 10 1/4" 27' - 10 1/4" 10'-11" 10'-11"

LEVEL 1 LEVEL 1 16' - 11 1/4" 16' - 11 1/4" APRON L1 APRON L1 2'-7 1/2" 2'-7 1/2" 2'-7 14' - 3 3/4" REPLACE ALL EXISTING WINDOWS 14' - 3 3/4" REPLACE ALL EXISTING WINDOWS W/ INSULATED ALUM. CLAD WOOD W/ INSULATED ALUM. CLAD WOOD WINDOWS WINDOWS

Federal Reserve Bank Building Federal Reserve Bank Building 100 North 6th Street 100 North 6th Street WEST ELEVATION PERSPECTIVE WEST ELEVATION PERSPECTIVE Philadelphia, PA 19106-1590 Philadelphia, PA 19106-1590 WEST ELEVATION WEST ELEVATION3 3 2 2 SCALE: SCALE: Tel: 215-923-2020 Fax: 215-574-0952 Tel: 215-923-2020 Fax: 215-574-0952 SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" 09/14/20: West Elevation REVISED: West Elevation Copyright ©2018 by EWINGCOLE Copyright ©2018 by EWINGCOLE CONSULTANTS CONSULTANTS

KEY PLAN KEY PLAN 09/14/20 09/14/20

REMOVE EXISTING DORMER PROFILE REMOVE EXISTING DORMER PROFILE SHINGLES AND SHINGLES AND REPLACE TO MATCH REPLACE TO MATCH NEW TYP. ALL EXIST. NEW TYP. ALL EXIST. NEW DORMER PROFILE SHINGLES SHINGLES TO MATCH EXISTING

ASPHALT SHINGLE ASPHALT SHINGLE (SYNTHETIC SLATE (SYNTHETIC SLATE ALT.) ALT.)

NEW BALCONY; PAINTED NEW BALCONY; PAINTED STEEL GUARDRAIL W/ STEEL GUARDRAIL W/ PICKETS PICKETS LEVEL 2 LEVEL 2 PRINCIPAL PRINCIPAL

1'-1" 28' - 11 1/4" 1'-1" 28' - 11 1/4" Men'sWilliam Bay McCullough L2 Men's Bay L2William McCullough 27'PROJECT - 10 1/4" MANAGER 27' - 10 1/4"PROJECT MANAGER Dan Meza Dan Meza 10'-11" 10'-11"

LEVEL 1 LEVEL 1 16' - 11 1/4" 16' - 11 1/4" APRON L1 APRON L1 2'-7 1/2" 2'-7 2'-7 1/2" 2'-7 14' - 3 3/4" 14' - 3 3/4"

REVISIONS REVISIONS

REPLACE ALL EXISTING WINDOWS REPLACE ALL EXISTING WINDOWS W/ INSULATED ALUM. CLAD WOOD W/ INSULATED ALUM. CLAD WOOD Men's Bay L2 Men's Bay L2 WINDOWS WINDOWS 27' - 10 1/4" 27' - 10 1/4"

10'-11" 10'-11" WEST ELEVATION PERSPECTIVE WEST ELEVATION PERSPECTIVE WEST ELEVATION WEST ELEVATION3 SCALE: 3 SCALE: 2 SCALE: 1/8" = 1'-0" 2 SCALE: 1/8" = 1'-0" LEVEL 1 LEVEL 1 16' - 11 1/4" 16' - 11 1/4" 2'-7 1/2" 2'-7 1/2" 2'-7 B EC ISSUE B SCHEMATIC DESIGN SET 01.16.20 Page 25B EC ISSUE B SCHEMATIC DESIGN SET 01.16.20 t APRON L1 t APRON L1

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1 1 DD A3.1.2 William McCullough DD A3.1.2 William McCullough PROJECT MANAGER PROJECT MANAGER ISSUE C - DESIGN DEVELOPMENT PROGRESS PRINT - 16 OCTOBER 2020 ISSUE C - DESIGN DEVELOPMENTDan Meza PROGRESS PRINT - 16 OCTOBER 2020 Dan Meza

REVISIONS REVISIONS

Men's Bay L2 Men's Bay L2 27' - 10 1/4" 27' - 10 1/4" 10'-11" 10'-11"

LEVEL 1 LEVEL 1 16' - 11 1/4" 16' - 11 1/4" 2'-7 1/2" 2'-7 1/2" 2'-7 B EC ISSUE B SCHEMATIC DESIGN SET 01.16.20 B EC ISSUE B SCHEMATIC DESIGN SET 01.16.20 t APRON L1 t APRON L1

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1 1 DD A3.1.2 DD A3.1.2 ISSUE C - DESIGN DEVELOPMENT PROGRESS PRINT - 16 OCTOBER 2020 ISSUE C - DESIGN DEVELOPMENT PROGRESS PRINT - 16 OCTOBER 2020 Federal Reserve Bank Building Federal Reserve Bank Building 100 North 6th Street 100 North 6th Street Philadelphia, PA 19106-1590 Philadelphia, PA 19106-1590 Tel: 215-923-2020 Fax: 215-574-0952 Tel: 215-923-2020 Fax: 215-574-0952

3 3 3 3 A3.3.1 A3.3.1 A3.3.1 A3.3.1 1 1.8 21 1.83 2 3.9 4 4.43 3.95 5.14 4.4 6 4.95 5.1 6 4.9 6 5 4.96 4.4 4 3.95 4.9 34.4 4 3.9 2 31.8 1 2 1.8 1 1'-6 1/8" 1'-6 1/8" 16'-0" 1'-11 7/8" 8'-2 9/16" 6'-316'-0" 1/4"2'-0 15/16"1'-1110'-3 7/8" 3/8"8'-2 9/16" 6'-3 1/4"2'-018'-3" 15/16" 10'-3 3/8"2'-4 5/16" 15'-10 11/16"18'-3" 2'-4 5/16" 15'-10 11/16" 15'-10 11/16" 2'-4 5/16" 15'-1018'-3" 11/16" 2'-4 5/16"10'-3 3/8" 2'-018'-3" 15/16"6'-3 1/4" 11'-810'-3 9/16" 3/8" 2'-0 15/16"6'-316'-0" 1/4" 11'-8 9/16" 16'-0" UNIVERSITY OF PENNSYLVANIA BOATHOUSE PROPOSED SECTIONS RENOVATION & ADDITION TO THE PENN BOATHOUSE 1 2 3'-0" 3'-0" 11 Boathouse Row, Philadelphia, PA 19130 Federal Reserve Bank Building Federal Reserve Bank Building 7'-1" 7'-1" 100 North 6th Street Federal Reserve100 North Bank 6th Building Street MEN'S LOCKERS Philadelphia, PA 19106-1590 Philadelphia,100 NorthPA 19106-1590 6th Street ERG/EVENT ROOM MEN'S LOCKERS 202 ERG/EVENT ROOM 202 Tel: 215-923-2020 Fax: 215-574-0952

201 1'-11" 791 SF Tel: 215-923-2020Philadelphia, Fax: PA 215-574-0952 19106-1590

201 1'-11" 791 SF 14'-0" 1879 SF 09/14/20 14'-0" 14'-0" 1879 SF 14'-0" MEN'S SHOWERS Tel: 215-923-2020 Fax: 215-574-0952 MEN'S SHOWERS GRAND HALL 1'-7" 5" 6" 1'-7" 204 Copyright ©2018 by EWINGCOLE Copyright ©2018 by EWINGCOLE

1'-7" 1'-7"9'-0" 204 GRAND HALL 200 5" 6" 150 SF 9'-0" 150 SF SECTION PROFILE 3 200 1329 SF Copyright ©2018 by EWINGCOLE 1329 SF CONSULTANTS CONSULTANTS LEVEL 2 LEVEL 2 CONSULTANTS 4'-10 3/4" 4'-10 Men's Bay L2

Men's Bay L2 3/4" 4'-10 Men's Bay L2 Men's28' - Bay11 1/4" L2 28' - 11 1/4" 27' - 10 1/4" 27' - 10 1/4" 27' - 10 1/4" 27' - 10 1/4" - - - - 11'-3" ------11'-3" ------ROOF LEVEL 12'-0" 3 12'-0" 12'-0" 3 12'-0" 10'-11" 10'-11" ROOF65' - LEVEL10 1/2" EAST BAY ENTRY 10'-11" 10'-11" 3 3 ENTRY A3.3.1 SHOP3 EAST BAY 101 100 SHOP A3.3.1 101 100 448 SF 103 65' - 10 1/2" A3.3.1 3 3738 SF 4 448 SF 103 1165 SF A3.3.1 3738 SF

1165 SF A3.3.1 STORAGE STORAGE A3.3.1 STORAGE LEVEL 1 LEVEL 1 STORAGE LEVEL 1

LEVEL 1 OAR RACKS 16' - 11 1/4" 16'1 - 11 1/4" 1.8 2 1 3 1.83.9 2 4 - 4.4 - 4.93 5 5.1- 3.9 4 4.46 4.95 5.1 6 OAR RACKS 16' - 11 1/4" 16' - 11 1/4" - APRON L1 6 APRON L1 5 4.9 4.4 46 3.9 3 5 4.9 4.4 2 41.83.9 3 1 2 1.8 1 2'-7 1/2" 2'-7 1 1.8 2 ------3 ---- 3.9 4 4.4 5APRON5.1 L1 6 1/2" 2'-7 APRON L1 2'-7 1/2" 2'-7

4.91/2" 2'-7 ---- 1'-6 1/8" 1'-6 1/8" 14' - 3 3/4" 14' - 3 3/4" 6 5 4.4 4 3.9 3 2 1.8 1 ------14' - 3 3/4" 14' - 3 3/4" 4.9 --- 1'-6 1/8" 16'-0" 1'-11 7/8" 8'-2 9/16" 6'-3 1/4"2'-0 15/16" 10'-316'-0" 3/8" 1'-11 7/8" 18'-3"8'-2 9/16" 6'-3 2'-41/4" 2'-05/16" 15/16" 15'-1010'-3 3/8" 11/16" 18'-3" 2'-4 5/16" 15'-10 11/16" 15'-10 11/16" 2'-4 5/16" 18'-3" 15'-10 11/16" 10'-3 2'-43/8" 5/16"2'-0 15/16"6'-3 1/4"18'-3" 11'-8 9/16" 10'-3 3/8" 16'-0"2'-0 15/16"6'-3 1/4" 11'-8 9/16" 16'-0" 16'-0" 1'-11 7/8" 8'-2 9/16" 6'-3 1/4"2'-0 15/16" 10'-3 3/8" 18'-3" 2'-4 5/16" 15'-10 11/16" 15'-10 11/16" 2'-4 5/16" 18'-3" 10'-3 3/8" 2'-0 15/16"6'-3 1/4" 11'-8 9/16" 16'-0" EAST BAY EAST BAY 101 LEVEL 4 101 3738 SF 50' LEVEL- 10 1/2" 4 3738 SF 1'-7" 1'-7" 50' - 10 1/2" 1'-7" 1'-7" 3'-0"

N-S SECTION 1 N-S SECTION 2 N-S SECTION 1 N-S SECTION 2 2'-6" 1 SCALE: 1/8" = 1'-0" 2 SCALE: 1/8" = 1'-0" 1 SCALE: 1/8" = 1'-0" 2 SCALE: 1/8" = 1'-0"

TOP OF JOIST 7'-1" 2'-6" TOP38' OF - 11JOIST 1/4" 38' - 11 1/4" MEN'S LOCKERS MEN'S LOCKERS ERG/EVENT ROOM ERG/EVENT ROOM 202 202

201 1'-11" 201 791 SF MEN'S765 LOCKERS SF 14'-0" 1879 SF ERG/EVENT1926 SF ROOM 14'-0" 202 3" 3'-6" MEN'S 201 SHOWERS MEN'S SHOWERS 765 SF GRAND HALL GRAND HALL 1'-7" 5" 6" 1'-7" 1926204 SF 204 200 3" 3'-6" 9'-0" 150 SF MEN'S 150 SHOWERS SF 8'-11" 7'-1" 200 1329 SF GRAND1330 SFHALL 204 150 SF 8'-11" 7'-1" 200 KEY PLAN 1330 SF LEVEL 2 KEY PLAN Men's Bay L2 Men's Bay L2 Men's Bay L2 3/4" 4'-10 Men's Bay L2

11" 28' - 11 1/4" 27' - 10 1/4" Men's27' - Bay10Historical 1/4" L2 L2 27'Men's - 10 Bay 1/4" L2 27' - 10 1/4" 11" Historical26' - 7 1/4" L2 - 27'- - 10 1/4" 27'Historical - 10 1/4" L2

2'-2" 11'-3" --- Landing2 --- 26' - 7 1/4" 26'Historical - 7 1/4" L2

2'-2" EAST BAY 12'-0" Landing223' - 1" 26' - 7 1/4" 101 12'-0" 10'-11" 10'-11"

10'-11" EAST BAYEAST BAY ENTRY ENTRY 3734 SF EAST BAY 23' - 1" SHOP SHOP 101 101 100 100 101 103 10'-11" 3734 SF 3738 SF 448 SF ENTRY450 SF 103 EAST3734 BAYSF 1165 SF 1141SHOP SF 101 100 STORAGE 103 STORAGE STORAGE STORAGE 3734 SF

450 SF STORAGE LEVEL 1 1141 SF LEVEL 1 LEVEL 1 LEVEL 1 OAR RACKS STORAGE OAR RACKS 16' - 11 1/4" 16'LEVEL - 11 11/4" 16'LEVEL - 11 11/4" 16' - 11 STORAGE 1/4" APRON L1 APRON L1 APRON L1 OAR RACKS 2'-7 1/2" 2'-7 2'-7 1/2" 2'-7 16' - 11 1/4" 16' - 11 1/4" 14' - 3 3/4" 14' - 3 3/4"1/2" 2'-7 APRON14' - 3 3/4" L1

2'-7 1/2" 2'-7 APRON L1 14' - 3 3/4" BASEMENT 14'APRON - 3 3/4" L1 14' - 3 3/4" BASEMENT10' - 3 1/2" EAST BAY 101 10' - 3 1/2" 3738 SF

N-S SECTION 1 N-S SECTION 1 N-S SECTION 2 N-S SECTION 2 1 1 2 2 SCALE: 1/8" = 1'-0" SCALE:N-S SECTION 1/8" = 1'-0" 1 SCALE: 1/8" = 1'-0" SCALE:N-S SECTION 1/8" = 1'-0" 2 1 SCALE: 1/8" = 1'-0" 2 SCALE: 1/8" = 1'-0" PRINCIPAL 3 3 PRINCIPAL A3.3.1 William McCullough 4 4 A3.3.1 William McCullough A3.3.1 A3.3.1 PROJECT MANAGER PROJECT MANAGER A AB BC C 6 5.1 5 6 45.1 3.95 3 4 3.9 2 1.83 12 1.8 1 KEYDan PLANMeza Dan Meza KEY PLAN 22'-0" 22'-3" KEY PLAN 22'-0" 22'-3" 1'-6 1/8" 1'-6 1/8"

16'-0" 17'-11 13/16" 16'-0" 2'-0 15/16" 10'-3 3/8"17'-11 13/16" 2'-018'-3" 15/16" 10'-3 3/8"2'-4 5/16" 15'-10 11/16"18'-3" 2'-4 5/16" 15'-10 11/16"

REVISIONS REVISIONS 12'-11"

GRAND HALL ERG/EVENT ROOM 12'-11" GRAND HALL ERG/EVENT ROOM GRAND HALL WOMEN'S TOILETS 200 201 - GRAND HALL 200 WOMEN'S TOILETS 200 1329 SF 201 1879 SF - 200 211 1329 SF 1879 SF --- LEVEL 2 1329 SF 211 194 SF --- LEVEL 2 1329 SF 194 SF 28' - 11 1/4" 28' - 11 1/4"

4'-10 3/4" 4'-10 Men's Bay L2 4'-10 3/4" 4'-10 1'-1" Ef 4.9 4.4 Ee Ed Ec Eb Men's BayEa L2 1'-1" 27' - 10 1/4" Men's Bay L2 Men's Bay L2 Ef 4.9 4.4 Ee Ed Ec Eb 27' - 10Ea 1/4" 27' - 10 1/4" 27' - 10 1/4"

EAST BAY EAST BAY EAST BAY 101EAST BAY 101 SHOP SHOP SHOP ENTRY 10'-11" B EC ISSUE B SCHEMATIC DESIGN SET 01.16.20

t 101 101 3738 SF 3738 SF SHOP SHOP SHOP ENTRY 10'-11" B EC ISSUE B SCHEMATIC DESIGN SET 01.16.20

v t WEST BAY SHOP 3738 SF 3738 SF 103 103 103 100

r v WEST BAY SHOP 103 103 103 100 . 102 103 1165 SF 1165 SF 1165 SF 448 SF A EC DRAFT SD PRICING SET 11.11.19 r 13'-6 1/2" 13'-6

. a 102 103 1165 SF 1165 SF 1165 SF 448 SF A EC DRAFT SD PRICING SET 11.11.19 l 1719 SF 1165 SF 13'-6 1/2" 13'-6

l o 1719 SF 1165 SF

o n NO. BY DESCRIPTION DATE

n o LEVELNO. BY 1 DESCRIPTION DATE

r o 3 LEVEL 1 PRINCIPAL PRINCIPAL

r 3

b n - - - - 16' - 11 1/4"

n 16' - 11 1/4" _ 4 A3.3.1 A3.3.13 William McCullough WilliamPRINCIPAL McCullough _ 4 L - - APRON L1 APRON L1 - 2'-7 1/2" 2'-7

L - APRON L1 APRON L1 - - -

A ------2'-7 1/2" 2'-7

A A3.3.1 William McCullough R A3.3.1 ---- A3.3.14 ---- 14' - 3 3/4" 14' - 3 3/4" ---- PROJECT MANAGER

R 14' - 3 3/4" 14' - 3 3/4" PROJECT MANAGER T ------UNIVERSITY OF PENN

T N --- A3.3.1 ------UNIVERSITY OF PENN

N E - Dan Meza DanPROJECT Meza MANAGER E 6 5.1 5 4 3.9 3 2 1.8 1 C A B A C B C 6 5.1 5 4 3.9 3 2 1.8 1

C _ ----

_ Dan Meza 8 22'-0" 22'-3" 22'-0" - - 22'-3" 1'-6 1/8" 6 5.1 5 4 3.9 3 2 1.8 1 8 A B C 1 1'-6 1/8" RENOVATION / ADDITION TO THE PENN

1 RENOVATION / ADDITION TO THE PENN A ------

A _ 22'-0" 22'-3" 1'-6 1/8"

_ 0 BOAT HOUSE

0 5 ------16'-0" 17'-11 13/16" 2'-0 15/16" 10'-3 3/8" 18'-3" 2'-4 5/16" 15'-10 11/16" BOAT HOUSE 5 16'-0" 17'-11 13/16" 2'-0 15/16" 10'-3 3/8" 18'-3" 2'-4 5/16" 15'-10 11/16"

0 9 16'-0" 17'-11 13/16" 2'-0 15/16" 10'-3 3/8" 18'-3" 2'-4 5/16" 15'-10 11/16" 11 Boathouse Row, Philadelphia, PA 19130

1 11 Boathouse Row, Philadelphia, PA 19130

l F

l a REVISIONS DRAWN BY REVISIONSAuthor DATE

c a DRAWN BY Author DATE

o L REVISIONS

1'-4"

i v PROJECT NO. 20190550 SCALE 1/8" = 1'-0"

e 1'-4" PROJECT NO. 20190550 SCALE 1/8" = 1'-0"

\ 3'-8"

: DRAWING NAME C DRAWING NAME 3'-8" C W-E SECTION 2 W-E SECTION 2 S-N SECTION S-N SECTION 3 SCALE: 1/8" = 1'-0" 4 SCALE: 1/8" = 1'-0" 3 SCALE: 1/8" = 1'-0" 4 SCALE: 1/8" = 1'-0" 12'-11" 12'-11" BUILDING SECTIONS M GRAND HALL GRAND HALLERG/EVENT ROOM ERG/EVENT ROOM GRAND HALL BUILDING SECTIONS

M GRAND HALL P 200 201 WOMEN'S TOILETS 200 - 201 12'-11" P WOMEN'S TOILETS - 200 200

1 1329 SF 1879 SF 211 GRAND1330 SFHALL ERG/EVENT1926 SF ROOM 1329 SF GRAND HALL 6

9'-0" LEVEL 2 5 211 --- LEVEL 2 1330 SF : 200 201 --- 4 194 SF WOMEN'S194 SFTOILETS - 200

5 7'-1" 1330 SF 1926 SF

5 28' - 11 1/4"

0 211 9'-0" 28' LEVEL- 11 1/4" 2 1330 SF : REBUILT /NEW CONSTRUCTION 1 194 SF ---

4 FLOOR/SECTION PHASE DRAWING NO. 7'-1"

4 FLOOR/SECTION PHASE DRAWING NO. 4'-10 3/4" 4'-10

28' - 11 1/4" 0 Men's Bay L2 Men's Bay L2 1'-1"

2 1'-1"

0 27' - 10 1/4" 2 Men's27' - Bay10 1/4" L2

Men's Bay L2 1'-1" 2 Men's Bay L2

6 2 27' - 10 1/4" / 27' - 10 1/4" 2 27'Men's - 10 Bay 1/4" L2

8 SD A3.3.1 27' - 10 1/4" Page 26 SD A3.3.1 EAST BAY EAST BAY EAST BAY EAST BAY 101 101

101 101 SHOP SHOP SHOP ENTRY 10'-11"

10'-11" SHOP SHOP SHOP ENTRY B EC ISSUE B SCHEMATIC DESIGN SET 01.16.20 t B EC ISSUE B SCHEMATIC DESIGN SET 01.16.20 t 3738 SF 3738 SF EAST3734 BAYSF EAST3734 BAYSF v WEST BAY SHOP 103 103 103 100 ISSUE B - SCHEMATIC DESIGN SET - 16 JANUARY 2020 v WEST BAY SHOP 103 103 103 100

r . 101 101 1165 SF 1165 SF 1165 SF 448 SF ISSUE B - SCHEMATIC DESIGN SET - 16 JANUARY 2020

. 102 103 A EC DRAFT SD PRICING SET 11.11.19 102 103 10'-11" 1141SHOP SF 1141SHOP SF 1141SHOP SF ENTRY450 SF A EC DRAFT SD PRICING SET 11.11.19 13'-6 1/2" 13'-6 B EC ISSUE B SCHEMATIC DESIGN SET 01.16.20

a 3734 SF 3734 SF l 1719 SF 1165 SF

l v WEST1719 BAYSF 1141SHOP SF 103 103 103 100

o . 102 103 1141 SF 1141 SF 1141 SF 450 SF A EC DRAFT SD PRICING SET 11.11.19 n NO. BY DESCRIPTION DATE

a NO. BY DESCRIPTION DATE

l o 1719 SF 1141 SF LEVEL 1

o LEVEL 1

n b NO. BY DESCRIPTION DATE

n 16' - 11 1/4"

on 16' LEVEL- 11 1/4" 1

b L APRON L1 APRON L1

L APRON L1 2'-7 1/2" 2'-7

n 16' - 11 1/4" 2'-7 1/2" 2'-7

R 14' - 3 3/4" 14' - 3 3/4"

R 14' - 3 3/4" L APRON L1

T 2'-7 1/2" 2'-7

T A UNIVERSITY OF PENN UNIVERSITY OF PENN

R 14' - 3 3/4"

E T UNIVERSITY OF PENN

1 RENOVATION / ADDITION TO THE PENN

0 0 BOAT HOUSE

A 5 BOAT HOUSE

0 0 BOAT HOUSE

5 9 11 Boathouse Row, Philadelphia, PA 19130

9 11 Boathouse Row, Philadelphia, PA 19130

9 2 11 Boathouse Row, Philadelphia, PA 19130

a a DRAWN BY Author DATE

F DRAWN BY Author DATE

L DRAWN BY DATE Author

L PROJECT NO. 20190550 SCALE 1/8" = 1'-0" e PROJECT NO. SCALE

20190550 1/8" = 1'-0"

: PROJECT NO. 20190550 SCALE 1/8" = 1'-0" e DRAWING NAME

C DRAWING NAME

W-E SECTION 2 : S-N SECTION 3 W-E SECTION 2 4 S-N SECTION DRAWING NAME C 3 4 SCALE: 1/8" = 1'-0" SCALE:W-E SECTION1/8" = 1'-0" 2 SCALE: 1/8" = 1'-0" SCALE:S-N SECTION 1/8" = 1'-0" M BUILDING SECTIONS M 3 4 BUILDING SECTIONS

P SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0"

1 BUILDING SECTIONS

4 FLOOR/SECTION PHASE DRAWING NO.FLOOR/SECTION PHASE DRAWING NO.

0 FLOOR/SECTION PHASE DRAWING NO.

1 1 SD A3.3.1 / DD A3.3.1

1 DD A3.3.1 ISSUE B - SCHEMATICISSUE C - DESIGN DESIGN DEVELOPMENT SET - 16 JANUARY PROGRESS 2020 PRINT - 16 OCTOBER 2020 ISSUE C - DESIGN DEVELOPMENT PROGRESS PRINT - 16 OCTOBER 2020 UNIVERSITY OF PENNSYLVANIA BOATHOUSE REVISED EXTERIOR VIEWS RENOVATION & ADDITION TO THE PENN BOATHOUSE 11 Boathouse Row, Philadelphia, PA 19130

North Elevation Rendering from Kelly Drive South Elevation Rendering

View of the East Elevation from Kelly Drive View from the Schuylkill Page 27