city of oakland - AWS

CITY OF OAKLAND

DALZIEL BUILDING • 250 FRANK H. OGAWA PLAZA • SUITE 2114 • OAKLAND, CALIFORNIA 94612

Planning and Building Department (510) 238-3911 FAX (510) 238-4730

TDD (510) 238-3254

Memorandum To: Design Review Committee March 24, 2021

From: Rebecca Lind, Development Planning Division, Bureau of Planning

Re: Design Review Follow-up for PLN20092 415 20th St. Hines Development

The Design Review Committee (DRC) reviewed a proposal for a new 622-foot tall office tower at 415-20th St. on January 27th, 2021.The applicant has submitted revised plans addressing the DRC’s comments (Exhibit A). The original staff report addressing the project is attached as Exhibit B. DRC provided the following project design feedback to the applicant:

• Ensure the execution of the ground floor plaza is well thought out to create an activated space • Provide physical material mock-up prior to construction and coordinate with staff to provide

more details on materials to DRC and PC • Clarify approach to parking (private parking only?) • Provide renderings of views from key vantage points, including from Lake Merritt and the

skyline coming off of the Bay Bridge • Provide alternatives for top of building from a design perspective and address any potential bird

issues with lights or open area • Add artistic elements on parking podium to add visual interest

The DRC provided a general comment, as follows:

• Coordinate with City staff to ensure appropriate community engagement occurs

The DRC directed the applicant to return to DRC to present the key view points, the alternatives for the top of the building, and the art on the parking podium. Exhibit A includes the applicant’s response to the additional information requested by the DRC, with the exception of additions of artistic elements on the parking podium. That information will be provided at the March 24, 2021 DRC meeting. Information about the approach to parking and materials will be provided to the Planning Commission. Exhibit A includes the following items.

• A statement addressing Plaza activation and operation is added, focusing on safety, programming and maintenance.

• The applicant modified the building crown and observation deck by changing the color of the

vertical and diagonal accents from silver to white and extending the color on the vertical columns down the façade for approximately two floors. This treatment highlights the top element. Lighting is also enhanced.

• An additional detail sheet addressing building materials is provided.

• Tower visibility studies are provided from seven viewpoints along I-80 eastbound, I-80 and I580

interchange, I090 near the 14th St and 18th St exit and views from the east and south shores of Lake Merritt.

Also in response to comments received, the applicant held a community zoom meeting on the project on March 5th 2021 with approximately 5 attendees. Community members’ questions included comments about bird safe building design, lighting and planting, alternative designs for the top of the building, public access to the building amenities, questions about future public assembly activities, community benefits such as community meeting areas, shadow and wind studies, the future of office development in the downtown, potential housing, and the possibility of future conversion of portions of the parking area to other uses in the future. .

41520TH

HINES OAKLAND

PREVIEW DOCUMENT FOR PLANNING DEPARTMENT 24 FEBRUARY 2021 HINES | PICKARD CHILTON | KHA | MKA | MEYERS+ | OJB | QTA

PLAZA ACTIVATION AND OPERATION

OWNERSHIP WILL PROVIDE:

- 24/7 SECuRITy TO kEEP THE AREA SAfE AND CONSTANTLy mONITORED

- mANNED BICyCLE PARkINg fOR SAfETy AND SECuRITy

- PORTERS TO kEEP THE PLAZA CONTINOuSLy CLEAN AND ORgANIZED

- RETAIL CARTS (fLOWER CARTS, OTHER f&B OffERINgS) TO PROmOTE ACTIVITy WITHIN SPACE

- PLAZA PROgRAmmINg (muSIC, ART ExHIBITS, ETC)

- fuRNITuRE THAT IS BOTH RESILIENT AND INVITINg fOR PuBLIC CONgREgATION

- PuBLIC WIfI TO ENCOuRAgE PLAZA ACTIVATION

- mONITOR WIND ImPACT AND mITIgATE AS NEEDED fOR COmfORTABLE uSE

- mONITOR TEmPERATuRE AND ADD OuTDOOR HEATINg uNITS AS NEEDED

PAGE 2

ExT. ALum. fINISHDIAgONAL AccENTS#4 BrITE cLEAr cLASS 1 ANODIzED(cIrcumfErENTIALLy BruSHED)

DIAgONAL ACCENTS VISION gLASS

SPANDREL gLASS

VERTICAL ACCENTS

PILASTER fRONTS

PILASTER SIDES muLLIONS

1/4”=1’-0” WHEN PRINTED ON 22”x 34”

TyPICAL TOWERENCLOSuRE

ExT. ALum. fINISHvErTIcAL AccENTS#4 BrITE cLEAr cLASS 1 ANODIzED(vErTIcALLy BruSHED)

ExT. ALum. fINISHExPRESSED PILASTER fRONTS#4 BRITE CLEAR CLASS 1 ANODIZED(VERTICALLy BRuSHED)

ExT. ALum. cOATINgpILASTEr SIDESvALSpAr fLurOpON cLASSIc I IcOLOr: ArcADIA SILvEr(#399B874)

ExT. ALum. cOATINgTypIcAL muLLIONSvALSpAr fLurOpON cLASSIc I IcOLOr: SOmErSET pEwTEr(#399A880)

SPANDREL GLASSAT PODIUM GARAGE LEVELS, SPANDREL zONES AT TOWER LEVELSVRE 19-46VIRACON (OR APPROVED VISUAL+PERFORMANCE EQUAL)MAKEUP:1. OUTER LITE: CRYSTAL GRAY (TINTED)2. AIR SPACE3. INDOOR LITE: CLEAR4. VRE-46 (#2 SURFACE)5. OPACIFIER: CERAMIC FRIT V903 SUBDUED GREY VIRASPAN (#4 SURFACE)

VISION GLASSAT TOWER FLOORS

VRE 19-46VIRACON (OR APPROVED VISUAL+PERFORMANCE EQUAL)MAKEUP:1. OUTER LITE: CRYSTAL GRAY (TINTED)2. AIR SPACE3. INDOOR LITE: CLEAR4. VRE-46 (#2 SURFACE)

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PREVIOuS

CROWN AND OBSERVATION DECk

(PREVIOuS)

REVISEDRENDERINgS

CROWN AND OBSERVATION DECk

(REVISED - NIgHT)

July 19, 2000

Location: 415 20th St

Assessor’s Parcel Number(s): PLN008063800711 Proposal:

New construction of an office tower with 862,048 gross square feet of office floor area with a maximum height of 623 feet. The tower would include 38 floors consisting of primarily office use, in addition to a ground-level lobby with indoor and outdoor space alongside retail. The project would accommodate 262 automobile parking stalls in four levels of above-ground, podium-style parking garage. and an approximately ½-acre open landscaped amenity space atop the vehicular parking podium and a landscaped observation deck on the topmost floor.

Applicant:

415 20th Street, LLC 1970 Broadway, Suite 400 Oakland, CA 94612

Contact Person/ Phone Number: Kevin Chow, 415-399-6221

Owner: 415 20th St LLC

Case File Number: PLN20092

Planning Permits Required: Regular Design, Conditional Use Permit for a large project, Variance for maximum setback

General Plan: CBD (Central Business District)

Zoning: CBD-P/CBD-C (Central Business District Pedestrian Retail Commercial Zone/Central Business District General Commercial Zone)

Environmental Determination: Pending

Historic Status: No OCHS rating

City Council District: District 3

Finality of Decision: Planning Commission

For Further Information: Rebecca Lind

(510) 672-1474

[email protected]

SUMMARY

Hines Development Group has filed an application with the Bureau of Planning to develop a 38-

story office building that would include approximately 862,048 gross square feet of office floor

area with a maximum height of 623 feet. The project includes a ground-level lobby with indoor

and outdoor space incorporating an outdoor café. The project is located in the Central Business

District at the corner of 20th and Franklin Streets and is located in both the Central Business

District-C and Central Business District – P zone. The project requires a variance of the

maximum setback on the 20th Street frontage.

Oakland City Planning Commission Design Review Committee STAFF REPORT

Case File Number: PLN 20092 January 27, 2021

Design Review Committee January 27, 2021

Case File Number PLN20092

Staff requests that the Design Review Committee receive public testimony and provide

comments on the proposed design. PROPERTY DESCRIPTION

The subject property consists of a 1.03-acre parcel (44,901 square feet) with an existing 82,900-square-foot four-story office building, an accessory single-story structure, and a surface parking lot containing approximately 12 parking spaces. The site is currently occupied by Oakland Scientific facility which provides laboratory space for Lawrence Berkeley Laboratory. The mix of land uses surrounding the site includes banking, general office and parking.





PROJECT DESCRIPTION

The proposed project includes demolition of an existing four-story office building, existing

single story accessory structure and surface parking. New construction of a 623 feet-tall office

tower with 38 floors and approximately 1,074,000 gross square feet of space is proposed. The

project’s footprint of 41,000 square feet would cover approximately 91.3 percent of the project

site. The building would include two separate but connected components. The bottom component

is a podium structure with a footprint of approximately 35,000 square feet at the ground floor

and 38,000 square feet above the ground floor that would contain levels two through six of the

building. The upper component would be atop of the podium and would be a smaller-profile

tower, with a footprint of approximately 27,000 square feet, which would contain the office uses

in levels 7 through 38.

Uses on the site would include office, automobile parking, bike parking, retail and/or restaurant,

office lobby, and private open space. Approximately 862,048 square feet would be dedicated to

office space, which would be the dominant use; approximately 2,279 square feet of ground floor

space would be for retail/café space; 149,091 square feet for auto parking; 5,420 square feet for

the office lobby; and the rest of the space dedicated to other auxiliary and support.

Entry is from both Franklin St and 20th St. The parking garage entry is on Franklin St.

The project would result in construction of the tallest building currently in Oakland

(approximately 200 feet taller than the Ordway Building, which is 404 feet tall).

GENERAL PLAN ANALYSIS

The proposed project is consistent with and implements the City of Oakland General Plan Land Use and Transportation Element (LUTE).

The LUTE, promotes the Downtown as a regional “Hub” for government service, high technology and institutional uses in the community (Objective I/C1.6) and provides direction to encourage new high quality development and enhance the downtown by supporting visually attractive development (Objective D.2, Policy D2.1). Policy D8.1 specifically prioritizes the location adjacent to the 19th Street BART station for high intensity office development.

The site is designated Central Business District (CBD) Land Use Designation. The intent of the CBD designation is to “encourage, support, and enhance the downtown area as a high-density, mixed-use urban center of regional importance and a primary hub for business, communications, office, government, high technology, retail, entertainment, and transportation in Northern California”.

The project conforms to the following LUTE policies and objectives Objective D2



Enhance the visual quality of downtown by reserving and improving existing housing stock and encouraging new, high quality development. quality of downtown

Policy D2.1 Enhancing the Downtown.

Downtown development should be visually interesting, harmonize with its surroundings, respect

and enhance important views in and of the downtown, respect the character, history, and

pedestrian-orientation of the downtown, and contribute to an attractive skyline

Objective D8

Build on the current office nodes near the 12th and 19th Street BART stations to establish these

locations as the principal centers for office development in the city.

Policy D8.1 Locating Office Development.

New large scale office development should be primarily located along the Broadway

corridor south of Grand Avenue, with concentrations at the 12th Street and 19th

Street BART stations. The height of office development should respect the Lake

Merritt edge. Small scale offices should be allowed throughout the downtown.,

including the downtown neighborhoods when compatible with the character of

surrounding development.

The proposed project complies with the LUTE by:

• replacing a four-story commercial/office building and surface parking lot with a new 38 story office tower;

• contributing a visually interesting building adding new height to the city skyline, providing amenities within the building such as roof gardens, and restaurant/ retail activity at the street level.

• Conforming to the Floor Area a Ratio of 20:1 allowed in the CBD designation.

• The proposed Project is consistent/conforms with the above referenced policies and objectives and the general intent of the Central Business District land use designation by constructing a new high density residential building above a commercial ground floor on a major commercial street within the downtown core within walking distance to the 12th Street, 19th Street and Lake Merritt BART stations.

ZONING ANALYSIS



The majority of the project site is within the Central Business District Commercial (CBD-C)

zone and a small portion of the parcel in the southwest corner of the project site is within the

Central Business District Pedestrian Retail Zone (CBD-P). The CBD-C zone permits a variety of

commercial and office activities at all levels of buildings, while the CBD-P zone is intended to

enhance the Central Business District through ground-floor pedestrian-oriented, active storefront

uses. The entire parcel is within the CBD Height Area 7, which permits unlimited height and a

maximum floor area ratio (FAR) of 20.0.

The following table compares the proposed project with the development standards:

Zoning Analysis Table (includes only applicable regulations):

STANDARDS REQUIREMENTS PROPOSAL Complies

CBD-C / CBD-P Zone Intensity

The maximum FAR is 20.0 within the prescribed Height Area 7 of the zoning district.

20.0 FAR Yes

Minimum Front Setback

0 foot 5 feet setback to building columns 12 feet setback to the lobby façade 2.5 feet to the garage wall.

Yes

Maximum front & street side setback for the first story

5 feet in the CBD-C zone.

The proposed front setback along 20th Street is 32 feet, and the street side setback along Franklin Street is 12 feet.

No -

Minor

Variance

Required

Minimum Interior Side Setback

0 foot Approximately 2 feet.

Yes

Rear Yard Setback 0 foot Approximately 2 feet.

Yes

Maximum Building Base Height

120 feet 85 feet Yes

Maximum Building Tower Height

No height limit 623 feet (top of crown)

Yes

Minimum Building Height

45 feet 623 feet Yes

Building Base 100% of site area. The building base covers approximately 92% of the lot.

Yes

Lot Coverage Above the Base

85% of site area Approximately 60% Yes

Maximum average area of floor plates

No maximum. 26,875-sf (floor levels 6 to 38)

Yes

Maximum tower elevation length

No maximum. 537.5 feet (lower podium to top of crown)

Yes

Maximum tower diagonal length

No maximum. 250 feet Yes

Façade transparency

55% Data not provided. TBD

Minimum Height of Ground Floor for

15 feet

35 feet is provided. Yes.



Non-residential Facilities

Minimum Parking No requirement

Total of 252 parking spaces in all four garage levels.

Yes

Maximum Parking 1/ 500 sf of office floor area 1,724 spaces allowed

252 parking spaces proved in all four garage levels

Yes

Off-Street Loading for

Three (3) loading Four (4) covered loading berths Yes

Bicycle Parking Office Use

Long Term: 90 bicycle spaces Short Term: 45 bicycle spaces

98 spaces 45 spaces

Yes

Bicycle Parking Retail / Café Uses

Long Term: 2 spaces) Short Term 2 spaces

2 spaces 2 spaces

No

Plaza Minimum Usable Open Space Requirements Dust-free surface, suitable for walking, sitting, and similar activities; Twenty-five percent (25%) landscaping or similar features; No dimension less than 60 ft.; Direct public access

The plaza has compliant surface, 25% landscaping a minimum of 60 foot dimensions and direct public access.

Yes

No obstructions above the plaza except for awnings, trellises, or similar devices

The proposed plaza is located below the northeast corner of the building

No

DESIGN REVIEW

Staff requests that the Design Review Committee review the proposed development project and

provide comments and/or design recommendations to the applicant and staff prior to the proposal

moving forward to the Planning Commission.

The building generally meets design standards for a tower in the CBD zone, including height

bulk and massing.

The proposed design is a 38-story tower with dominant structural elements that form an “X”

pattern throughout the façade that is integrated into the glass and metal curtain wall. The

building base contains similar design details as the building tower. These building support

elements are expressed on the exterior of the structure and come down to the street on all

facades.

A visual break is created at the podium level by the proposed open space and deck amenities as well as

the blue back painted glass used on the podium roof. The tower is also narrower above the 6th floor

podium. Both of these design elements provide some differentiation between the base and the middle of

the building. The 6th floor roof garden and open space provide a visual amenity and include an internal

service retail component.

Staff Comments



• The building top includes a second roof garden area with an interior mechanical screen using the

theme of blue back painted glass, but is not otherwise differentiated. Typically, a stronger roof

element is requested. Does the DRC consider the top design sufficient?

• The plan set includes a 10’ high glass windscreen on the podium deck to reduce wind effects to

the surrounding area. The screen would be installed in the interior of the project on the podium

deck, but would be visible from 20th St. An elevation of the wind screen is shown on the Podium

plan drawing and a plan view is shown on the Grading Elevation. P. 27. Does the DRC find the

windscreen design to be consistent with the overall building design?

• The proposed ground floor design relies on a large exterior recessed plaza on both the 20th St. and

Franklin St. sides of the building providing both a corner element and ground-level activity. At

this 20th St. and Franklin St. location the corner treatment is critical to the success of the design

concept and to the integration of the tower to the street. Staff has worked with the applicant

toward the goal of an active ground floor to achieve that integration. The proposed design

incorporates bicycle parking, a café with movable transparent walls, landscaping, elevators and

street furniture in the plaza intended to create a public space with a “living room” character. Does

the DRC find that this approach is adequate to create the desired active street and corner

character?

• The building design uses structural pillars to create both the edge of the plaza and an open feeling

that wraps around the corner. These pillars do not create a street wall in the conventional sense.

The design does not conform to the strict interpretation of the maximum setback requirement

because there is no street wall, although there are building elements a maximum of 5 feet from

the property line. The maximum setback is intended to insure that buildings are located in a way

that supports an active ground floor and street activity. Similarly, the required 55% transparency

standard supports a design and façade that results in an active ground floor. Does the DRC find

that the proposed plaza design achieves this intent?

• The 20th St. entrance to the building lobby is not immediately visible from the street. In this

situation, the plaza is more prominent than the building entry. The proposed back-painted blue

glass at the plaza, coffee bar and the landscape plan are elements that could potentially draw

pedestrians into the building and allow the plaza to function as an entry. Does the DRC find that

these elements are sufficient to create a main entry feature on 20th St? Is the main office entry on

Franklin St. adequate?

• Plazas are expected to be “open air” and typically only trellises or awnings are allowed in the

vertical plane. In this proposal, the plaza is located within the structural pillars for the building

but the gaps between these pillars are not enclosed. The plaza is covered by the upper story

parking podium above the mezzanine. Does the DRC find that the design enhancements such as

the back-painted blue glass, café and landscaping are enough to prevent this plaza from feeling

dark and not active?

CALIFORNIA ENVIRONMENTAL QUALITY ACT

Staff is currently conducting environmental analysis to be considered by the Planning

Commission in the future.



CONCLUSION

Staff requests the DRC conduct design review of the proposal. Specifically, staff requests the DRC to review and comment on the following questions as noted here and discussed throughout this report.

• The plaza design with respect to the corner location, entry and street activity

• The treatment of the top of the building

• Design of the wind screen

• The overall design concept

Prepared by:

____________ Rebecca Lind Acting Planner IV

Approved for forwarding to the Design Review Committee:

______________ Catherine Payne Acting Development Planning Manager

Attachments: 1. Plan Set dated 1-4-2021

41520TH

HINES OAKLAND

BASIC APPLICATION FOR DEVELOPMENT REVIEW HINES | PICKARD CHILTON | KHA | MKA | MEYERS+ | OJB

RENDERINGS

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RENDERINGS

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415 20TH STREET - OAKLAND, CA

RENDERINGS

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RENDERINGS

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©

Engineer

P.E. No.

Date

FOR REVIEW ONLY NOT FOR

CONSTRUCTION OR PERMIT

PURPOSES.

88412

10/11/2019

BENJAMIN Z. HUBER

®

19006PROJECT:DATE:SCALE:

SHEET NUMBER:

11 OCTOBER 2019As Noted

REVISIONS

NOT FOR CONSTRUCTION

Copyright 2019 by Pickard Chilton Architects, Inc. All rights reserved.

This drawing is not for construction or bidding purposes. Pickard ChiltonArchitects, Inc. has prepared this drawing solely to communicate architecturaldesign intent. Pickard Chilton Architects, Inc. is not the Architect of Recordand therefore is not responsible for preparing construction documents or fortechnical, legal, or construction-related matters. Pickard Chilton Architects,Inc. is not responsible for nor does it make any representation concerningdimensional accuracy of this drawing or coordination of this drawing withdocuments prepared by other disciplines.

Owner

Hines1970 Broadway, Suite 400Oakland, California 94612tel. 415.399.6600www.hines.com

Design Consultant

Pickard Chilton980 Chapel StreetNew Haven, Connecticut 06510tel. 203.786.8600 fax. 203.786.8610www.pickardchilton.com

Architect of Record

Kendall/Heaton Associates, Inc.3050 Post Oak Boulevard, Suite 1000Houston, Texas 79056tel. 713.877.1192 fax. 713.877.1360www.kendall-heaton.com

Mechanical and Electrical Engineer

Civil Engineer

Structural Engineer

Magnusson Klemencic Associates1301 Fifth Avenue, Suite 3200Seattle, Washington 98101tel. 206.292.1200 fax. 206.292.1201www.mka.com

Meyers+ Engineers98 Battery Street, Suite 502San Francisco, California 94111tel. 415.432.8101www.meyersplus.com

Kimley-Horn1300 Clay Street, Suite 325Oakland, California 94612tel. 843.737.6390www.kimley-horn.com

Landscape Architect

OJB Landscape Architecture711 Louisiana Street, Suite 111Houston, TX 77002tel. 713.529.9919www.ojb.com

PR

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PROPOSED LANDSCAPE AREA

PROPOSED SANITARY SEWER MANHOLE

PROPOSED STORM DRAIN MANHOLE

RIGHT-OF-WAY LINE

PROPOSED CONCRETE

PLAN

GRADING CONCEPT 2

GRADING CONCEPT 1

GRADING CONCEPT 3

CONSTRUCTION NOTES

PROPOSED TREE GRATE

PROPOSED PARKING METER

EXISTING CONTOUR

C2.00

PRELIMINARY

SITE AND

GRADING P LAN

415 20th street - oakland, ca

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BUILDINGS TO BE DEMOLISHED

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EXISTING FRONTAGES

VIEWS TAKEN AT STREET LEVEL

A. WEST SIDE OF FRANKLIN STBETWEEN 19TH ST-20TH ST

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C. WEST SIDE OF FRANKLIN STNORTH OF 20TH ST

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SITE


EXISTING FRONTAGES


A. EAST SIDE OF FRANKLIN ST2000 FRANKLIN CORNER

B. EAST SIDE OF FRANKLIN ST1970 FRANKLIN

C. EAST SIDE OF FRANKLIN ST1950 FRANKLIN

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D. EAST SIDE OF FRANKLIN ST1924 FRANKLIN

E. EAST SIDE OF FRANKLIN ST1920 FRANKLIN

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B. NORTH SIDE OF 20TH ST2001 FRANKLIN

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VIEWS FROM SITE

VIEWS TAKEN FROM APPROXIMATELY 390’ ABOVE gRADE

LOOKING NORTHWEST

LOOKING SOUTHWEST

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AXON FROM NE AXON FROM NW AXON FROM SW AXON FROM SE

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FRANKLIN ST1970 BROADWAY

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KAISER GARAGE EXTENTS DASHED

FUTURE NEIGHBORING 1900 BROADWAY

PROPOSED PODIUM HEIGHT

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GROUND pLaN

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PROPERTY LINE

SETBACK LINE

PG&E EASMENT (UNDER REVIEW)

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N

NOTe: SpOT eLeVaTIONS ReLaTIVe TO LOBBY. LOBBY eLeVaTION IS +12’-8” ReLaTIVe TO SURVeY BaSeLINe/CIVIL DRaWINgS. FOR aDDITIONaL SpOT eLeVaTIONS aLONg CURB, See SHeeT C2.00

46 SHORT TeRM SpaCeS ReQUIReD:Up TO 3,000 SF ReTaIL X 1 SpaCe/12,000 SF OF ReTaIL = 1 SpaCeUp TO 898,020 SF OF FLOOR aRea X 1 SpaCe/20,000 SF OF FLOOR aRea=45 SpaCeS

48 SHORT TERM SPACES PROVIDED

92 LONg TeRM SpaCeS ReQUIReD:MINIMUM OF 2 SpaCeS ReQUIReD FOR Up TO 12,000 SF OF ReTaIL = 2 SpaCeSUp TO 898,020 SF OF FLOOR aRea X 1 SpaCe/10,000 SF OF FLOOR aRea=90 SpaCeS

108 LONG TERM SPACES PROVIDED

7 SHOWeRS peR geNDeR ReQUIReD:MINIMUM OF 2 SHOWeRS ReQUIReD = 2 SHOWeRS1 SHOWeR peR eVeRY 150,000 SF aBOVe 150,000 SF = 5 SHOWeRS

7 SHOWERS PER GENDER PROVIDED

NOTe: BIke paRkINg USeS TWO TIeReD, STaggeReD RaCkS. 2’-4” WIDe FOR 4 BIkeS6’-0” Deep LOaDINg zONeS pROVIDeDeXaCT MaNUFaCTUReR TO Be DeTeRMINeD

28 LOCkeRS peR geNDeR ReQUIReD:7 SHOWeRS X 4 LOCkeRS/SHOWeR = 28 LOCkeRS

30 LOCKERS PER GENDER PROVIDED

SHORT TERM BIKE PARKING

LONG TERM BIKE PARKING

NOTe: NO eXpOSeD MeCHaNICaL, DUCTWORk, OR aBOVe gROUND UTILITY BOXeS /STRUCTUReS VISIBLe TO THe pUBLIC aRe aNTICIpaTeD aT gRaDe. NO eXTeRIOR eQUIpMeNT IS pROpOSeD. NO UTILITIeS aRe pROpOSeD UNDeR pROJeCT.

SMaLLeR ITeMS aSSOCIaTeD WITH UTILITIeS, LIke WaTeR MeTeR BOXeS aND STORM DRaIN/SeWeR MaNHOLeS WILL Be pReSeNT.

3/32”=1’-0” WHEN PRINTED ON 22”x 34”

LEVEL P2 pLaN

5’ 15’ 25’ 50’

PROPERTY LINE

SETBACK LINE


page 22

N


PARKING COUNT (ALL LEVELS):

aCCeSSIBLe VaN STaLLS: 2 STaLLS

aCCeSSIBLe STaNDaRD STaLLS: 5 STaLLS

STaNDaRD STaLLS: 158 STaLLS

INTeRMeDIaTe STaLLS: 72 STaLLS

INTeRMeDIaTe paRaLLeL STaLLS: 25 STaLLS

TOTAL PARKING STALLS: 262 STALLS

TyPICAL PARKING DIMENSIONS:

aCCeSSIBLe VaN STaLLS: 9’-0” X 18’-0“(pLUS aCCeSS zONe)aCCeSSIBLe STaNDaRD STaLLS: 9’-0” X 18’-0“(pLUS aCCeSS zONe)STaNDaRD STaLLS: 8 ’ -6” X 18’-0“INTeRMeDIaTe STaLLS: 8 ’ -0” X 16’-6“INTeRMDeIaTe paRaLLeL STaLLS: 7 ’ -6” X 20’-6“TYpICaL TWO WaY aISLe: 22’-0” OR WIDeR TYpICaL ONe WaY aISLe: 11’-3” OR WIDeRONe WaY 60° paRkINg aISLe: 18’-0” OR WIDeR

CAR PARKING

3/32”=1’-0” WHEN PRINTED ON 22”x 34”

LEVEL P3 pLaN

5’ 15’ 25’ 50’

PROPERTY LINE

SETBACK LINE


page 23

N


CAR PARKING










3/32”=1’-0” WHEN PRINTED ON 22”x 34”

LEVEL P4 pLaN

5’ 15’ 25’ 50’

PROPERTY LINE

SETBACK LINE


page 24

N


CAR PARKING










3/32”=1’-0” WHEN PRINTED ON 22”x 34”

LEVEL P5 pLaN

5’ 15’ 25’ 50’

PROPERTY LINE

SETBACK LINE


page 25

N


CAR PARKING










3/32”=1’-0” WHEN PRINTED ON 22”x 34”

PODIUM pLaN

ELEVATORLANDING

5’ 15’ 25’ 50’

PROPERTY LINE

SETBACK LINE


page 26

N


gLaSS WINDSCReeN TO Be aDDeD aT LOCaTION INDICaTeD ON pLaN. SCReeN TO Be COMpRISeD OF gLaSS paNeLS appROXIMaTeLY 10’ TaLL WITH CODe COMpLIaNT gapS IN BeTWeeN. See pReCeDeNT IMageS BeLOW.

3/32”=1’-0” WHEN PRINTED ON 22”x 34”3/32”=1’-0” WHeN pRINTeD ON 22”x 34”

LOW RISE pLaN

5’ 15’ 25’ 50’

PROPERTY LINE

SETBACK LINE


page 27

N

3/32”=1’-0” WHEN PRINTED ON 22”x 34”

MID RISE pLaN

5’ 15’ 25’ 50’

PROPERTY LINE

SETBACK LINE


page 28

N

3/32”=1’-0” WHEN PRINTED ON 22”x 34”

HIGH RISE pLaN

5’ 15’ 25’ 50’

PROPERTY LINE

SETBACK LINE


page 29

N

41

5

20

TH

|

H

IN

ES

l

P

IC

KA

RD

C

HI

LT

ON

|

K

HA

l

O

JB

O

JB

L

AN

DS

CA

PE

A

RC

HI

TE

CT

UR

E

ILLUSTR

ATIV

E P

LAN

| SC

HE

ME

ME

AN

DE

R O

VE

RA

LL

3/32”=1’-0” WHEN PRINTED ON 22”x 34”

ROOF pLaN

5’ 15’ 25’ 50’

PROPERTY LINE

SETBACK LINE


page 30

N

NOTe: NO MeCHaNICaL/eLeCTRICaL eQUIpMeNT WILL Be eXpOSeD aT MaIN ROOF LeVeL. aNY eQUIpMeNT WILL Be LOCaTeD WITHIN peNTHOUSe OR SCReeNeD FROM pUBLIC VIeW BY CROWN WaLLS. NO eXTeRIOR eQUIpMeNT IS pROpOSeD.

1/32”=1’-0” WHEN PRINTED ON 22”x 34”

FLOORS 30-38

FLOORS 19-29

FLOORS 7-18

HIGH RISE

MID RISE

LOW RISE

SOUTH ELEVATION

TOWER ZONES

5’ 25’ 50’ 100’ 150’

PROPERTY LINE

FRANKLIN ST

20

TH

ST

SETBACK LINE

N

page 31

NO

RT

H

1/16”=1’-0” WHEN PRINTED ON 22”x 34”

GRADINGELEVATIONS

EAST ELEVATION

NORTH ELEVATION

25’ 50’ 75’

PROPERTY LINE

FRANKLIN ST

20

TH

ST

SETBACK LINE

N

page 32

EAST

NO

RT

H


eL +0”

eL +4”eL +0”

eL +2’-3”

eL +0”aT pLaza

eL -1’-8”

eL +5’-4” eL -1’-8”

LOBBYeL +0”

LOBBYeL +0”

gLaSS WINDSCReeN TO Be aDDeD aT LOCaTION INDICaTeD ON eLeVaTION. SCReeN TO Be COMpRISeD OF gLaSS paNeLS appROXIMaTeLY 10’ TaLL WITH CODe COMpLIaNT gapS IN BeTWeeN. See pReCeDeNT IMage BeLOW.


PLAZA RENDERING

page 33

DOOR

IS GEN

ERIC REPRE

SENT

ATION ON

LY

GENERAL NOTES

� STRUCTURAL SUPPORT (JAMBS/HEADER) BY G.C.

� INSTALLER TO CAULK AROUND MOUNTING ANGLES

� MAXIMUM ALLOWABLE RISE OF FINISHED FLOOR

IS 3/8"

� CROWN RESERVES THE RIGHT TO CHANGE/

IMPROVE PRODUCTS WITHOUT PRIOR NOTICE

� THE INFORMATION CONTAINED WITHIN THIS

DRAWING SET IS THE SOLE PROPERTY OF CROWN.

ANY REPRODUCTION - IN PART, OR AS A

WHOLE - WITHOUT THE EXPRESSED, WRITTEN

PERMISSION OF CROWN IS PROHIBITED

� CROWN WILL NOT BE HELD RESPONSIBLE FOR

CODE VIOLATIONS

PROPRIETARY AND CONFIDENTIAL

THE INFORMATION CONTAINED WITHIN THIS

DRAWING SET IS THE SOLE PROPERTY OF

CROWN DOORS, LLC (CROWN). ANY

REPRODUCTION - IN PART, OR AS A WHOLE -

WITHOUT THE EXPRESSED, WRITTEN CONSENT

OF CROWN DOORS, LLC IS PROHIBITED

IMPORTANT NOTICE:

ALL DIMENSIONS SHOWN ARE CRITICAL TO

PROPER DOOR OPERATION. IF ANY CHANGES

ARE MADE, CONTACT CROWN IMMEDIATELY.

ANY CHANGES MAY INCUR ADDITIONAL

CHARGES.

ALL PARTS NOT LISTED AS "BY OTHERS" TO BE

PROVIDED BY CROWN.

SAMPLE DRAWINGS

� THE FOLLOWING DETAILS REPRESENT TYPICAL

CONDITIONS. DETAILS/DIMENSIONS WILL VARY

BETWEEN INSTALLATIONS.

� SAMPLE DRAWINGS DO NOT REFRESENT ALL

AVAILABLE OPTIONS - REFER TO QUOTATION.

SST-II HYDRAULIC

BI-FOLD SYSTEM

CROWN135 MCLEOD AVENUE, SOUTH

PLATO, MN 55370

(320) 238-2616

[email protected]

PREL

IMIN

ARY S

AMPL

E

DRAW

ING

NOT F

OR CO

NSTR

UCTIO

N

NO SCALE

DOOR PANEL w/FRAME - EXTERIOR VIEWNO SCALE

DOOR PANEL - EXTERIOR VIEW

4

6

3

2

MAX. 60" MAX. 60"

DIM

. "A

"DIM

. "A

" + 5" (M

AX.)OPERABLE PANEL HEIG

HT

MAX. 48" (TYP.)

MAX. 48" (TYP.)

3/8"

3/8" GRADE-5 BOLTS (IFAPPLICABLE, BY OTHERS)ABOVE HINGES, OR APPROX

3/8" GRADE-5 BOLTS (IFAPPLICABLE, BY OTHERS)APPRX. EVERY 36" O/C

3/4"

SEAL

1 5/8"

HEADERMAX. 60"

OPERABLE PANEL WIDTH

CLOSEDPOSITION

OPENPOSITION

CLOSEDPOSITION

OPENPOSITION

CLEAR O

PENIN

G HEIG

HT

2

2

21

EVERY 48"

(TYP.)ROLLERDOOR

(BY OTHERS)

FINISHED FLOOR/SILL/COUNTER TOP(BY OTHERS)

FINISHED FLOOR/SILL/COUNTER TOP(BY OTHERS)

F.F. TO TOP O

F M

OUNTIN

G FRAME

MOUNTING FRAME

3

1

2

2

4"(TYP.)

2"(TYP.)

3"

2"

(TYP.)

2"

(TYP.)

2"

2"

SHEET:

MODEL: SST-II BI-FOLD

1.0

SST-II H

YDRAULIC BI-FOLD SYSTEM

CROW

N D

OORS, LLC

PLATO, MINNESOTA, 55370

SAMPLE

DRAWING

IMPORTANT NOTE: DO NOT PRE-DRILL

ROUGH OPENING

TOLERANCE: TOLERANCE FOR LOCATION OF VERTICAL AND

HORIZONTAL STEEL TUBE MEMBERS IS 1/8"STEEL MEMBERS:

STEEL TUBE FRAME MEMBERS VARY IN SIZE, DEPENDING UPON

ROUGH OPENING DIMENSIONS AND COVERING/CLADDING

WEIGHT. LARGER OPENINGS AND HEAVIER COVERING OR

CLADDING WILL REQUIRE LARGER STEEL COMPONENTS.

IMPORTANT NOTICE:

MAXIMUM ALLOWABLE

RISE OF FINISHED FLOOR

BETWEEN JAMBS IS 3/8"

HEADER(BY OTHERS)

LATERAL DRIFT AND VERTICAL DEFLECTION:

TO MAINTAIN NORMAL OPERATION OF THE DOOR/WINDOW SYSTEM,

MID-HEADER DOWNWARD DEFLECTION LIMIT AND LATERAL DRIFT

LIMIT OF SURROUNDING STRUCTURE IS 3/8". MAXIMUM ALLOWABLE

RISE OF FINISHED FLOOR BETWEEN JAMBS IS 3/8".

OUT TO OUT OF MOUNTING FRAME

IMPORTANT NOTICE:





CHARGES.


PROVIDED BY CROWN.

DRAWN: 6/2018

CROWN








NO SCALE

VERTICAL SECTION1

NO SCALE

SECTION VIEW3

NO SCALE

VERTICAL SECTION2 NO SCALE

SECTION VIEW4

UPPER CYLINDER BRACKETS6"

CLEAR OPENINGJAMB BYOTHERS(TYP.)

6"

VARIES

OUT TO OUT OF MOUNTING FRAME

CLEAR O

PENIN

G24" - 72"

HYDRAULICRAM

VARIES

6"-22"

4"

ROUGH OPENING (MAX. 24'-0")

4"

MAX. R.O. WIDTH - 20"

1

3

2

3

3

4

3

5

3

3

FINISHED FLOOR/SILL/COUNTER TOP

SAMPLE

DRAWING

SHEET: 2.0

IMPORTANT NOTE: DO NOT PRE-DRILL

ROUGH OPENING

TOLERANCE: TOLERANCE FOR LOCATION OF VERTICAL AND

HORIZONTAL STEEL TUBE MEMBERS IS 1/8"

APPROX. SYSTEM WEIGHT W/CYLINDERS:

COVERING SYSTEM WEIGHT:

APPROX. TOTAL DOOR PANELWEIGHT w/COVERING:

STD. ELECTRICAL REQUIREMENTS:

MOTOR:POWER UNIT:

STD. WIND LOAD:

APPROX. DOOR OPEN SPEED:

CYLINDER:

STD. FINISH:

NOTES:

9 LBS. P.S.F.

VARIES

TBD

208-230v, 1-PH

TBDTBD

90 MPH EXP. C

TYP. 14-15' PER MIN.

TBD

BRACKET INCORPORATED ONLYON LARGER OPENINGS

BRACKET INCORPORATED ONLYON LARGER OPENINGS

MODEL: SST-II BI-FOLD

HEADER BYOTHERS(TYP.)

LATERAL DRIFT AND VERTICAL DEFLECTION:

TO MAINTAIN NORMAL OPERATION OF THE DOOR/WINDOW SYSTEM,

MID-HEADER DOWNWARD DEFLECTION LIMIT AND LATERAL DRIFT

LIMIT OF SURROUNDING STRUCTURE IS 3/8". MAXIMUM ALLOWABLE

RISE OF FINISHED FLOOR BETWEEN JAMBS IS 3/8".

ROUGH O

PENIN

G (20'-0" MAX.)

OPERABLE PANEL HEIG

HT

3/4"

OPERABLE PANEL WIDTH

DRAWN: 6/2018

IMPORTANT NOTICE:





CHARGES.


PROVIDED BY CROWN.

SST-II H

YDRAULIC BI-FOLD SYSTEM

CROW

N D

OORS, LLC

PLATO, MINNESOTA, 55370

OPTIONAL FINISH:

CROWN








GRAY ZINC, POWDER-BASED, EPOXY PRIMERRAL POWDER FINISH COAT

CAFÉ WALL EXAMPLE CUT SHEETS

page 34

OVERHEAD FOLDING PANEL DOOR

3/32”=1’-0” WHEN PRINTED ON 22”x 34”

SIGNAGE pLaNaND eLeVaTIONS

SIGNAGE TO BE SUBMITTED AT A LATER DATE FOR REVIEW AND APPROVAL

5’ 15’ 25’ 50’

PROPERTY LINE

SETBACK LINE


page 35

N

SIgN DeSIgN TO Be DeVeLOpeD FURTHeR. aDDITIONaL SIgNage MaY Be aDDeD aT LaTeR DaTe.

STaINLeSS STeeL aND ILLUMINaTeD aCRYLIC LeTTeRS MOUNTeD aND CeNTeReD ON MaRKeR CaNOpY aBOVe LOBBY eNTRY DOORS FaCINg 20TH STReeT

SIgN DeSIgN TO Be ReFINeD WITH INpUT FROM OpeRaTOR (TBD).

STaINLeSS STeeL aND ILLUMINaTeD aCRYLIC LeTTeRS MOUNTeD ON MeTaL BROW aBOVe eLeVaTORS

A

CB

B

C

A ENTRY

RETAIL

PARK ELEVATORS

RENDERINGS

page 36

For GENErAL iLLustrAtioN purposEs oNLy

PLAZA/PODIUM VIEWS

page 37


PLAZA/PODIUM VIEWS

page 38


PLAZA/PODIUM VIEWS

page 39


PLAZA/PODIUM VIEWS

page 40


PLAZA/PODIUM VIEWS

page 41


PLAZA/PODIUM VIEWS

page 42


PLAZA/PODIUM VIEWS

page 43


PLAZA/PODIUM VIEWS

page 44

MATERIALS

ext. alum. coatingsoffit edge panelsvalspar fluropon specialcolor: bone white(#351x035)

plaster finishsoffit infillsbenjamin moore paintcolor: super white(#oc-152-pm-1)

ext. alum. finishvertical accents#4 brite clear class 1 anodized(vertically brushed)

ext. alum. finishexpressed pilaster fronts#4 brite clear class 1 anodized(vertically brushed)

ext. alum. finishdiagonal accents#4 brite clear class 1 anodized(circumferentially brushed)

spandrel glassat podium garage levels, spandrel zones at tower levelsvre 19-65viracon (or approved visual and performance equal)makeup:1. outer lite: crystal gray (tinted)2. air space3. indoor lite: clear4. vre-65 (#2 surface)5. opacifier: ceramic frit - v903 subdued grey viraspan (#4 surface)

mcgrory back painted glasscore walls at plaza, podium rooflow iron fully tempered glass with polished edges and custom backpainted blue color

ext. alum. coatingpilaster sidesvalspar fluropon classic i icolor: arcadia silver(#399b874)

ext. alum. coatingtypical mullionsvalspar fluropon classic i icolor: somerset pewter(#399a880)

ext. alum. coatings/w/n podium walls, louvers, diagonal bracing, and glass wall structure at lobbyvalspar fluropon classic i icolor: somerset pewter(#399a880)

paverground plaza + podium roof

page 37

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E

J

H

F

K

B C

B

A

C

C.1

D E F

H

G

K L

I J

BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS

at solid walls at plaza (coffee bar) and podium roof levels

pavers at plaza and podium roof levels.

metal tubes in front of braces ( item d)expressed pilaster fronts ( item e)vertical accents at 10’ spacing ( item f)

expressed pilaster sides ( item i )typical mullions ( item j)metal panels at south, west ( item k)and north podium walls

plaster soffit infills ( item g)metal bands at soffit edges ( item h)

spandrel tower glass ( item b)vision tower glass ( item c)**glass appearance/performance to meet industry and energy code standards**

vision glassat tower floors

vre 19-65viracon (or approved visual and performance equal)makeup:1. outer lite: crystal gray (tinted)2. air space3. indoor lite: clear4. vre-65 (#2 surface)

vision glassat lobby and podium roof levels(not pictured)ve 24-85viracon (or approved visual and performance equal)makeup:1. outer lite: optiwhite (low iron/clear)2. air space3. indoor lite: clear4. ve-85 (#2 surface)

MATERIALS












page 37

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B C

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BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










MATERIALS












page 37

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BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










MATERIALS












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BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










MATERIALS












page 37

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B C

B

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C.1

D E F

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I J

BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










MATERIALS












page 37

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B

A

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C.1

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I J

BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










MATERIALS

page 45

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L

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J

H

F

K

B C

BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS

aT SOLID WaLLS aT pLaza (COFFee BaR) aND pODIUM ROOF LeVeLS

paVeRS aT pLaza aND pODIUM ROOF LeVeLS.

MeTaL TUBeS IN FRONT OF BRaCeS ( ITeM D)eXpReSSeD pILaSTeR FRONTS ( ITeM e)VeRTICaL aCCeNTS aT 10’ SpaCINg ( ITeM F)

eXpReSSeD pILaSTeR SIDeS ( ITeM I )TYpICaL MULLIONS ( ITeM J)MeTaL paNeLS aT SOUTH, WeST ( ITeM K)aND NORTH pODIUM WaLLS

pLaSTeR SOFFIT INFILLS ( ITeM g)MeTaL BaNDS aT SOFFIT eDgeS ( ITeM H)

SpaNDReL TOWeR gLaSS ( ITeM B)VISION TOWeR gLaSS ( ITeM C)**gLaSS appeaRaNCe/peRFORMaNCe TO MeeT INDUSTRY aND eNeRgY CODe STaNDaRDS**

MATERIALS












page 37

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PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










MATERIALS












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PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










MATERIALS












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PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










MATERIALS












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PAVERS

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MATERIALS












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MATERIALS












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BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










1/16”=1’-0” WHEN PRINTED ON 22”x 34”

MATERIALLOCATIONS

EAST ELEVATION

25’ 50’ 75’

PROPERTY LINE

FRANKLIN ST

20

TH

ST

SETBACK LINE

N

page 46

EAST

B

J

F

D

E

I

K

C.1

C

B

K

A

spandrel glass

spandrel glass

mullions (vert/horiz)

vert. accents at 10’ o.c.

diagonal accents

pilaster front

pilaster side

exposed diag. bracing

lobby vision glass

podium metal panel+louvers

louvers aT SeLeCT LOCaTIONS IN TOWeR

vision glass

backpainted glass

K

MATERIALS












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PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










MATERIALS












page 37

A

L

D

I

G

E

J

H

F

K

B C

B

A

C

C.1

D E F

H

G

K L

I J

BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










MATERIALS












page 37

A

L

D

I

G

E

J

H

F

K

B C

B

A

C

C.1

D E F

H

G

K L

I J

BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










MATERIALS












page 37

A

L

D

I

G

E

J

H

F

K

B C

B

A

C

C.1

D E F

H

G

K L

I J

BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










1/16”=1’-0” WHEN PRINTED ON 22”x 34”

NORTH ELEVATION

MATERIALLOCATIONS

25’ 50’ 75’

PROPERTY LINE

FRANKLIN ST

20

TH

ST

SETBACK LINE

N

page 47

NO

RT

H

WINDSCReeN

B

J

F

D

E

I

K

K

C.1 C.1

C

B

A

spandrel glass

spandrel glass



diagonal accents

pilaster front

metal panel at podiumVegeTaTION OVeR WaLL IN SeLeCT aReaS

pilaster side


lobby vision glass vision glass

vision glass

backpainted glass

MATERIALS












page 37

A

L

D

I

G

E

J

H

F

K

B C

B

A

C

C.1

D E F

H

G

K L

I J

BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










MATERIALS












page 37

A

L

D

I

G

E

J

H

F

K

B C

B

A

C

C.1

D E F

H

G

K L

I J

BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










MATERIALS












page 37

A

L

D

I

G

E

J

H

F

K

B C

B

A

C

C.1

D E F

H

G

K L

I J

BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










MATERIALS












page 37

A

L

D

I

G

E

J

H

F

K

B C

B

A

C

C.1

D E F

H

G

K L

I J

BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










MATERIALS












page 37

A

L

D

I

G

E

J

H

F

K

B C

B

A

C

C.1

D E F

H

G

K L

I J

BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










MATERIALS












page 37

A

L

D

I

G

E

J

H

F

K

B C

B

A

C

C.1

D E F

H

G

K L

I J

BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










MATERIALS












page 37

A

L

D

I

G

E

J

H

F

K

B C

B

A

C

C.1

D E F

H

G

K L

I J

BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










1/16”=1’-0” WHEN PRINTED ON 22”x 34”

MATERIALLOCATIONS

WEST ELEVATION

25’ 50’ 75’

PROPERTY LINE

FRANKLIN ST

20

TH

ST

SETBACK LINE

N

page 48

spandrel glass

louvers

vision glass

backpainted glass

painted Wall TO MaTCH aDJaCeNT MeTaL paNeLS

metal panel at podium

spandrel glass



diagonal accents

pilaster front

pilaster side


vision glass

B

J

F

D

E

I

K

C.1

C

B

K

A

K

K

WEST


PROPOSED PODIUM HEIGHT

MATERIALS












page 37

A

L

D

I

G

E

J

H

F

K

B C

B

A

C

C.1

D E F

H

G

K L

I J

BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










MATERIALS












page 37

A

L

D

I

G

E

J

H

F

K

B C

B

A

C

C.1

D E F

H

G

K L

I J

BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










MATERIALS












page 37

A

L

D

I

G

E

J

H

F

K

B C

B

A

C

C.1

D E F

H

G

K L

I J

BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










MATERIALS












page 37

A

L

D

I

G

E

J

H

F

K

B C

B

A

C

C.1

D E F

H

G

K L

I J

BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










MATERIALS












page 37

A

L

D

I

G

E

J

H

F

K

B C

B

A

C

C.1

D E F

H

G

K L

I J

BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










MATERIALS












page 37

A

L

D

I

G

E

J

H

F

K

B C

B

A

C

C.1

D E F

H

G

K L

I J

BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










MATERIALS












page 37

A

L

D

I

G

E

J

H

F

K

B C

B

A

C

C.1

D E F

H

G

K L

I J

BACKPAINTED GLASS

PAVERS

ACCENTS

METALS

SOFFITS

TOWER GLASS










1/16”=1’-0” WHEN PRINTED ON 22”x 34”

MATERIALLOCATIONS

25’ 50’ 75’

PROPERTY LINE

FRANKLIN ST

20

TH

ST

SETBACK LINE

N

page 49

KAISER GARAGE EXTENTS DASHED

J

F

E

I

K

K

C.1

C

B spandrel glass



pilaster front

metal panel at podium

pilaster side


lobby vision glass aT eLeVaTOR SHaFT aND SeLeCT pORTIONS OF pODIUM ROOF WaLLS

vision glass

SO

UT

H


PROPOSED PODIUM HEIGHT painted Wall TO MaTCH aDJaCeNT MeTaL paNeLS(BLOCKeD BY NeIgHBORINg BUILDINgS)

K

SOUTH ELEVATION

3/32”=1’-0” WHEN PRINTED ON 22”x 34”

LIGHTING pLaN

PREFIX CONFIGURATION VOLTAGEWATTAGEDISTRIBUTION

CA22 1 277400MH4X

120208240277347480

QUAD

See Table Below

Horizontal Lamp1 Type I3 Type III4X 1, 2 Type IV (22" only)FM Type IVQ Type V

Vertical LampVS Type VIn 400w and below, luminaires are suppliedwith an acrylic sag lens. A glass sag lens is supplied with luminaires above 400w.Medium base only on 17" luminaires.

FINISH

BRA

BLABRANA

BRPBLPWPNPOCSC

OPTIONS

PC

HS QSF PTF2LF PTF3MF PTF4PC XFPCR SGPOLY

CA17 17" CylindricalMA17 17" Semi-Spherical CA22 22" CylindricalMA22 22" Semi-Spherical

1 Single2 Twin2@90 Twin @ 90°3 Triple @ 90°3@120 Triple @ 120°4 Quad

120/208/240/277Factory tied to 277V

CA1750MH 3

70MH 3

100MH 3

150MH 3

175MH200MH250MH 11

175PSMH 4

250PSMH

70HPS100HPS150HPS 6

MA1750MH 3

70MH 3

100MH 3

150MH 3

175MH

175PSMH 5

70HPS100HPS150HPS 6

CA22250MH400MH1000MH 7, 9, 12

250PSMH320PSMH350PSMH400PSMH450PSMH 4

750PSMH 10

875PSMH1000PSMH 9, 12

250HPS400HPS750HPS 7

MA22250MH400MH

250PSMH320PSMH350PSMH400PSMH450PSMH 4

250HPS400HPS

MH Metal HalidePSMH Pulse Start Metal HalideHPS High Pressure Sodium

WATTAGE

H A R D T O PCA/MA ARM MOUNT

D IMENS IONS

ORDER ING

GENERAL DESCRIPTION: The Gardco Round Arm Mounted Form Ten products are cylindrical (CA) or semi-spherical (MA) sharp cutoff luminaires using high intensity discharge lamps up to 1000 watts (400w in theMA). Housings are one piece seamless spun aluminum and finished with either Architectural Class 1 anodizing or electrostatically applied TGIC polyester powdercoat. Luminaires can accept one of six (6) interchangeable and rotatable precision segmented optical systems.

Notes1. 22" luminaires, 400w and below are

supplied with flat glass lens standard. For wattages above 400w, “XF” flat lens is supplied standard.

2. MH/PSMH 400w Type 4X luminaires require the E28/BT28 reduced jacket lamp.

3. Medium base lamp.4. Available with vertical lamp optics only.5. Available with horizontal lamps only.6. Operates 55V lamp.7. Uses BT37 lamps only.8. Furnished standard with Sag Glass Lens.9. Available with 4X and VS optics only.

10. M149 only. Horizontal optics requireMS750/PS/BU-HOR/BT37 lamp.

11. Horizontal optics only.12. For 1000w CA22 with 4X optics.

seve

ntee

n

FINISH

BLA Black AnodizedBRA Bronze Anodized

NA Natural AnodizedBRP Bronze PaintBLP Black PaintWP White PaintOC Optional Color Paint

Specify RAL designationex: OC-RAL7024.

SC Special Color PaintMust supply color chip.

OPTIONS

HS Internal House Side ShieldSupplied standard with FM optics.

F FusingIn Head. N/A above 400w.

LF In-Line/In-Pole FusingMF Mast Arm FitterPC Photocontrol and Receptacle

N/A with MA units or 480V.PCR Photocontrol Receptacle only

N/A with MA units.POLY Polycarbonate Sag Lens

In lieu of flat glass. N/A with 4X optics, 750-1000w.

QS Quartz StandbyN/A above 400w.

PTF2 Pole Top Fitter - 2.375 - 3'' Dia. TenonPTF3 Pole Top Fitter - 3 - 3.5'' Dia. TenonPTF4 Pole Top Fitter - 3 .5 - 4'' Dia. Tenon

XF Extended Flat Glass LensFlat Glass lens with extended drop. Allows for the use of a larger lamp and still meet IES Full cutoff classification.

SG Sag Glass LensIn lieu of flat glass.

EPA’s Approx. Wt.Single Twin Single

CA Style Size A B C D Arm 180˚ Quad Fixture

17" 17" 8" 5" 5" .7 1.5 2.1 27 lbs432mm 203mm 127mm 127mm .07 m2 .14 m2 .20 m2 12.3 kgs

22" 22" 11" 7" 5" 1.2 2.3 3.3 42 lbs559mm 279mm 178mm 127mm .11 m2 .21 m2 .31 m2 19.1 kgs

EPA’s Approx. Wt.Single Twin Single

MA Style Size A B C D Arm 180˚ Quad Fixture

17" 17" 11" 5" 5" .8 1.6 2.3 27 lbs432mm 279mm 127mm 127mm .07 m2 .15 m2 .21 m2 12.3 kgs

22" 22" 14" 7" 5" 1.3 2.7 3.7 40 lbs559mm 356mm 178mm 127mm .12 m2 .25 m2 .34 m2 18.2 kgs

For 1000 Metal Halide, use:Brand Product Code Catalog NumberVenture 53702 MS1000W/HOR/BT37/3KG.E. 18205 MVR1000/U/BT37Venture 15332 MH1000W/U/BT37

For 1000 Pulse Start, use:Brand Product Code Catalog NumberG.E. 10389 MVR1000/U/BT37/PAVenture 49111 MS1000W/HOR/T25/PS

WARNING: Use of other lamps voids warranty

D

C A

BD

C A

B

5’ 15’ 25’ 50’

PROPERTY LINE

SETBACK LINE


page 50

N

L3

L2

L1 TREE UPLIGHTS

STREET POLE LIGHT

ELECTRICAL OUTLET

L2 L2

L2

L2

L3

L1

L1

L1

L1

L3

L3

L3 L3L3L3L3 L2L2

STReeT pOLe LIgHT TOp

gaRDCO ROUND aRM MOUNTeD FORM TeNpRODUCT LINe

page 18 OF CITY OF OaKLaND STReeT LIgHT DeSIgN MaNUaL

3/32”=1’-0” WHEN PRINTED ON 22”x 34”

ELEVATORLANDING

LIGHTING pLaN

LP

LPLP

LPL3

L3

L3

L3 LW

LW

LW

LW

LW

LW

LW

LWLW

LW

LW

LW

LW

LW

LW

LW

LWLWLW

LW

LW

LW

LW

LWLW

LWLW

LW

LW

LW

LW

LW

LW

LW

LW

LW

LW

LW

LW

LW

LW

LW

LWLW

LW

LW

LW

LW

LW LW

LW

LW LW

LW

LW

LW

LW

LW

LW

LW

LW

LW

LW

LW

LW

LW

LW

LW

LWLW

LW

LW

LW

LWLW

LWLW

LW

LW

LW

5’ 15’ 25’ 50’

PROPERTY LINE

SETBACK LINE


page 51

N

L3

LP

L1 TREE UPLIGHTS

PEDESTRIAN POLE LIGHT

ELECTRICAL OUTLET

LOW WALL LIGHT

L1

L1

L1

L1

L1

L1L1L1

L1

L1

L1L1

L1

L1

L1

L1

L1

L1

L1

L1L1

L1

L1

L1L1 L1 L1 L1

L1

L1L1

L1

L1

L1L1

L1

L1L1

aT eVeRY TRee aT pODIUM LeVeL

41

5

20

TH

|

H

IN

ES

l

P

IC

KA

RD

C

HI

LT

ON

|

K

HA

l

O

JB

O

JB

L

AN

DS

CA

PE

A

RC

HI

TE

CT

UR

E

ILLUSTR

ATIV

E P

LAN

| SC

HE

ME

ME

AN

DE

R O

VE

RA

LL

3/32”=1’-0” WHEN PRINTED ON 22”x 34”

LIGHTING pLaN

LW

LE

LE

LE

LE

LE

LE

LE

LE

LE

L3

L1 TREE UPLIGHTS

ELECTRICAL OUTLET

LOW WALL LIGHT

PATH EDGE LIGHT

aT eVeRY TRee aT TOWeR ROOF LeVeL

LW LW

LW LW

LW LW

LW LW

L3

L3

L3

5’ 15’ 25’ 50’

PROPERTY LINE

SETBACK LINE


page 52

N

L1

L1

L1

L1

L1

L1

A. LOOKING THROUGH PLAZA FROM 20TH ST ENTRANCE

LANDSCAPE VIGNETTES

page 53

FRaNKLIN ST

20

TH

ST

V IeWS aT gRaDe

N

A

LANDSCAPE VIGNETTES

A. PARK FROM ABOVE

C. WITHIN PARK LOOKING NORTH

B. PARK FROM ABOVE 20TH ST

D. WITHIN PARK LOOKING SOUTH

page 54

FRaNKLIN ST

20

TH

ST

V IeWS OF paRK

N

A

D

C

B

A.TOWER TOP LOOKING EAST B. TOWER TOP LOOKING SOUTH

LANDSCAPE VIGNETTES

page 55

VIeWS OF TOWeR ROOFTOp

N

BA

RENDERINGS

page 56

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