Attachment II Project Plans — Council Economic Development Committee, June 3, 2024

DESIGNED:

ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY

THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE: REV: DRAWING: SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:PROJECT:CIVIL ENGINEERMECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/1/2024 4:36:37 PM
0 HKSDUTCH WICKES(214) 969-5599One Dallas Center350 N. Saint Paul Street, Suite 100Dallas, Texas 75201 26062 EDEN LANDING ROADHAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-48404637 Chabot DriveSuite 300Pleasanton, California 94588 PERMIT
09FEB2024

HKS HKS
ESD GLOBALREY BERNARDINO(312) 551-8612233 South Wacker DriveSuite 5300Chicago, Illinois 60606 ESD GLOBALMIKE YOUNG(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606 HKSCLINT NASH(214) 969-5599One Dallas Center350 N. Saint Paul Street, Suite 100Dallas, Texas 75201ESD GLOBALMICHAEL PARAS(312) 372-1200233 South Wacker DriveSuite 5300 chicago,Illinois 60606 HKS
25691.000

BUILDING A SHELL

ARCHITECTURAL ELEVATION
A608
58 OPTDCv2.1
GUIDEPOSTJON JOLIBOIS(415) 616-8822315 Montgomery Street10th FloorSan Francisco, California 94104 ESD GLOBALTODD GRIMES(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606

PERSPECTIVE VIEWPERSPECTIVE VIEW

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT0 09FEB2024 PERMIT

SITE PLAN

EDEN LANDING RD

INVESTMENT BLVD

PRODUCTION AVE
SVY03 STACK HAYWARD DATA CENTER
06/08/2023
64 33%
SVY03A
310,460SF
SVY03B
15,254 SF
SVY03C
1,605SF
SVY03S1
23,210SF
SITE PLAN - WB67 TURNING

EDEN LANDING RD

INVESTMENT BLVD

PRODUCTION AVE
SVY03 STACK HAYWARD DATA CENTER
06/08/2023
SVY03A
310,460SF
SVY03B
15,254 SF
SVY03C
1,605SF
SVY03S1
23,210SF
SVY03 STACK HAYWARD DATA CENTER
06/08/2023

PRECEDENCE - STACK PROJECTS
MATERIALS: METAL PANELS, CONC PANELS
GLAZING: SPANDREL, TINTED
COLORS: SILVER, WHITE, DARK ACCENTS
MATERIALS: METAL PANELS, CONC PANELS
GLAZING: SPANDREL, TINTED
COLORS: SILVER, BEIGE, BROWN ACCENTS
MATERIALS: METAL PANELS
GLAZING: SPANDREL, TINTED
COLORS: GOLD, SILVER
MATERIALS: METAL PANELS
GLAZING: TINTED
COLORS: GROWN, LIGHT GREY, WHITE
MATERIALS: METAL PANELS
GLAZING: TINTED
COLORS: LIGHT GREY, WHITE
MATERIALS: METAL PANELS
GLAZING: SPANDREL, TINTED
COLORS: GREY, BLUE, DARK ACCENTS
SVY03 STACK HAYWARD DATA CENTER
06/08/2023

CONCEPT SKETCHES

ACCENTUATE AND FRAME OFFICE VOLUME

REINTERPRET SCREEN WALL INTO FEATURE WALL

IDENTIFY AND CREATE ENTRY PORTAL

ARTICULATE WALL WITH PATERN AND GLAZING

ARTICULATE DATA HALL WALL WITH METAL PANELS

ACCENTUATE HORIZONTAL LOUVERS

CREATE AND ARTICULATE PATTERN TO CREATE

COHESIVE DESIGN LANGUAGE
SVY03 STACK HAYWARD DATA CENTER
02/02/2024

CONCEPT STUDY - ENTRANCE VIEW
HAYWARD DESIGN GUIDELINES:
2 3
Incorporate architectural features such as awnings, canopies, trellises, and/or other treatments such as vertical architectural features or unique building colors or materials to clearly identify primary building entries.

Place windows on building elevations, such as
clerestory windows, to allow for natural daylighting
to occur within interior work areas and to break up
massing and add articulation to a building.
1 2 3 Provide articulation and detailing on all
elevations of a building and include elements
such as recesses, columns, score lines, reveals,
trellises, windows, lighting,etc.
1 1
3 2

MATERIAL CONSIDERATIONS

PERFORATED
SCREEN

CONCRETE
PANEL

METAL PANEL

COLOR CONSIDERATIONS

LIGHT BLUE LIGHT GREY LIGHT GREY

ARCHITECTURAL

LOUVERS
1 SVY03 STACK HAYWARD DATA CENTER
02/02/2024

MATERIAL CONSIDERATIONS

PERFORATED
SCREEN

CONCRETE
PANEL

METAL PANEL

CONCEPT STUDY - DATA HALL VIEW

COLOR CONSIDERATIONS

LIGHT GREY
HAYWARD DESIGN GUIDELINES:

Desirable massing on street facing building elevations includes variation in wall plane, variation in wall height. In general, building wall planes visible from public street should not continue for more than 50 feet without a change in building wall plane direction of 2 feet for more 5 Articulation and detailing continue on side
elevation through use of windows, awnings,
and other detailing
Provide screening for mechanical and
electrical equipment as an integral part
of roof structure design.
6 LIGHT BLUE DARK GREY LIGHT GREY
1 4 5 6
4 6

ARCHITECTURAL

LOUVERS
ALTA/NSPS LAND TITLE SURVEY PREPARED FOR: Sheet No. 1 26010, 26034, 26046 & 26062 Eden Landing Road; 3401, 3423, 3447 & 3475 Investment Boulevard;, 26203 & 26291 Production Avenue City of Hayward County of Alameda State of California of 1 Surveyor's Seal SITE VICINITY MAP NORTH CIP Real Estate PM: PWC Drafter: KHD REVISION HISTORY CERTIFICATION: Millman Surveying, Inc. Corporate Headquarters 4111 Bradley Circle NW Canton, OH 44718 Phone: 800-520-1010 Fax: 330-342-0834 www.millmanland.com [email protected] Transforming the Industry Surveying Zoning Environmental Real Support - Title Review PC: ERF BASIS OF BEARING: SURVEYOR'S OBSERVATIONS: PARKING: PRELIMINARY FOR REVIEW ONLY CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 15607853-156-TJK-JM - SCHEDULE B, SECTION II: FLOOD ZONE: CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 15607853-156-TJK-JM - SCHEDULE A: TOTAL LAND AREA: MISCELLANEOUS NOTES: Prior MSI Project No. 41841 MSI Project No. 49336 ABCD ZONING: CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. 15607853-156-TJK-JM - SCHEDULE B, SECTION II: XA SYMBOL LEGEND DESIGNED:

ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY

THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE: REV: DRAWING: SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:PROJECT:CIVIL ENGINEERMECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/1/2024 4:48:19 PM
0 HKSDUTCH WICKES(214) 969-5599One Dallas Center350 N. Saint Paul Street, Suite 100Dallas, Texas 75201 26062 EDEN LANDING ROADHAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-48404637 Chabot DriveSuite 300Pleasanton, California 94588 PERMIT
09FEB2024

BUILDING A SHELL

PROJECT COVER SHEET
G000.CS
1 OPTDCv2.1
GUIDEPOSTJON JOLIBOIS(415) 616-8822315 Montgomery Street10th FloorSan Francisco, California 94104 ESD GLOBALTODD GRIMES(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606

BUILDING A

BUILDING DATASTRUCTURAL TYPESCOPE OF WORKNOTES OF OCCUPANCY FLEX WAREHOUSE AND COMMERCIAL OFFICE COMPUTER DATA CENTER AND RELATED OFFICE AREANEW COLD DARK AND WET SHELL, TO HAVE SUBSEQUENT PHASED INTERIOR BUILD OUTSTORAGE ROOMS ARE TO CONTAIN COMPUTER AND MECHANICAL EQUIPMENT SPARE PARTS AND COMPONENTS, STORAGE ROOMS ARE NOT INTENDED TO STORE ANY HAZARDOUS MATERIALS SUCH AS FLAMMABLE COMBUSTIBLE LIQUIDS OR CORROSIVE / TOXIC MATERIALSTHE PRIMARY PURPOSE OF THIS PROJECT IS TO HOUSE COMPUTER EQUIPMENT AND ITS SUPPORTING INFRASTRUCTURE. THE DATA HALL WILL BE OCCUPIED ONLY DURING PERIODIC MAINTENANCE AND SERVICE WORK

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT0 09FEB2024 PERMIT
DESIGNED:

ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY

THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE: REV: DRAWING: SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:PROJECT:CIVIL ENGINEERMECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/1/2024 10:39:15 AM
0 HKSDUTCH WICKES(214) 969-5599One Dallas Center350 N. Saint Paul Street, Suite 100Dallas, Texas 75201 26062 EDEN LANDING ROADHAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-48404637 Chabot DriveSuite 300Pleasanton, California 94588 PERMIT
09FEB2024

BUILDING A SHELL

ARCHITECTURAL SYMBOLS, ABBREVIATIONS,

PROJECT DATA & KEY PLAN
A001
1 OPTDCv2.1
GUIDEPOSTJON JOLIBOIS(415) 616-8822315 Montgomery Street10th FloorSan Francisco, California 94104 ESD GLOBALTODD GRIMES(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606 MS
S
A1 NSE1

01.578
TRUE
NORTH

ARCHITECTURAL LEGEND VICINITY MAP PROJECT INFORMATION
FOLLOWING ARE THE PLANS OUTLINING THE SCOPE OF WORK REQUIRED FOR A NEW DATA CENTER BUILDING. WORK INCLUDES CONSTRUCTION OF NEW EXTERIOR AND INTERIOR PARTITIONS, CEILINGS, FINISHES, MECHANICAL, ELECTRICAL, PLUMBING & FIRE PROTECTION AS INDICATED ON DRAWINGS. THE DRAWINGS, IN CONCERT WITH THE PROJECT MANUAL, COMPRISE THE CONTRACT DOCUMENTS OUTLINING THE DESIGNINTENT AND PROJECT SCOPE, AND MAY BE SUPPLEMENTED BY FURTHER INFORMATION ISSUED BY ARCHITECT.THE DRAWINGS ARE ARRANGED IN GENERAL TO SPECIFIC ORDER, FOLLOWING A TOP TO BOTTOM, LEFT TO RIGHT FORMAT.

CONTRACTORS ARE ADVISED TO READ AND FAMILIARIZE THEMSELVES WITH THE INFORMATION IN THE PROJECT MANUAL, AS WELL AS THE GENERAL LEGENDS CONTAINED IN THE G SERIES OF DRAWINGS, PRIOR TO REVIEW OF THE PLANS, ELEVATIONS AND DETAILS. ADVISE THE ARCHITECT WHERE INTENT IS NOT CLEARLY PERCEIVED, PRIOR TO PROCEEDING WITH WORK.

BUILDING ADDRESS: 26203 PRODUCTION AVE
(BUILDING A ON CAMPUS)HAYWARD, CALIFORNIA 94545
BUILDING JURISDICTION: CITY OF HAYWARD, CALIFORNIAAPPLICABLE CODES: 2022 CALIFORNIA BUILDING CODE (VOLUMES 1 AND 2) 2022 CALIFORNIA BUILDING CODE FOR ACCESSIBILITY (CHAPTER 11B)2022 CALIFORNIA FIRE CODE2022 CALIFORNIA MECHANICAL CODE2022 CALIFORNIA PLUMBING CODE2022 CALIFORNIA ELECTRICAL CODE2022 CALIFORNIA ENERGY CODE2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)HAYWARD CALIFORNIA MUNICIPAL CODE 2023, CHAPTERS 10, 11 STRUCTURE TYPE: FLEX WAREHOUSE AND COMMERCIAL OFFICEPURPOSE OF SPACE: SINGLE-TENANT COMPUTER DATA CENTERSCOPE OF WORK: DEMOLITION • DEMOLITION OF THE EXISTING SITE ELEMENTS BUT NOT LMITED TO

BUILDINGS, PAVING AND VEGETATION
SITE• GRADING, EXCAVATION AND SOIL IMPROVEMENTS AS REQUIRED FOR NEW

CONSTRUCTION OF BUILDINGS AND ALL SUPPORTING FEATURES
• INSTALLATION OF NEW UTILITY SYSTEMS TO SUPPORT THE BUILINGS FOR

INTENDED USE, SUCH AS ELECTRICAL, WATER, SEWER, AND STORM WATER FEATURES • INSTALLATION OF NEW SITE CIRCULATION FEATURES (WALKWAYS, RAMPS,

ACCESS ROADWAYS AND PARKING FEATURES
• PROVIDE LANDSCAPING AND OTHER PERVIOUS AREASBUILDING CONSTRUCTION• FOUNDATIONS, STRUCTURAL STEEL FRAMEWORK, EXTERIOR WALL SYSTEM, ROOF WITH SLOPED DRAINAGE, SCUPPERS AND DOWNSPOUTS.INSTALLATION OF WINDOWS, ACCESS DOORS AND LOADING DOORS • GENERATOR YARD TO SUPPORT BUILDING'S INTEDED FUNCTIONS• INSTALLATION OF FIRE, SIFE SAFETY SYSTEMS FOR SPRINKLER I-B(?)

CONSTRUCTION PER BUILDING CODE
• INSTALLATION OF CIRCULATION SYSTEMS INCLUDING 2 ELEVATORS• INSTALLATION OF ALL UTILITY AND MECHCANICAL SYSTEMS NECESSARY

FOR THE BUILDING'S INTENDED FUNCTIONS
OCCUPANCY / USE: GROUP B (ELECTRONIC DATA PROCESSING)CONSTRUCTION TYPE: TYPE I-BHEIGHT OF BUILDING: TOP OF MAIN PARAPET= 100' - 00" TOP OF MAIN ROOF = 93' - 2"
NUMBER OF STORIES IN BUILDING: 3 (ABOVE GRADE), 0 BELOW GRADETOTAL FLOOR AREA: LEVEL 01 - 105,750 SF LEVEL 02 - 105,750 SFLEVEL 03 - 98,960 SF
FIRE SUPPRESSION: 100% SPRINKLERED PER NFPA 13 & DRY STANDPIPE SYSTEMSFIRE ALARM SYSTEM: FIRE ALARM SYSTEM FOR SUPPRESSION SYSTEM MONITORING AND ELEVATOR RECALL PER CBC 907.2 & NFPA 72

DEFERRED SUBMITTALS

1. DATA HALL RACKING SYSTEM2. ENTRY AWNING3. FIRE PROTECTION4. GENERATOR PLATFORMS & STAIRS

GENERAL NOTES

1. COMPLY WITH CODES, LAWS, ORDINANCES, RULES, AND REGULATIONS OF PUBLIC AUTHORITIES GOVERNING THE WORK.2. OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE WORK.3. REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS BUILDABLE AS SHOWN.

REPORT ANY CONFLICTS OR OMISSIONS TO THE ARCHITECT FOR CLARIFICATION PRIOR TO PERFORMING ANY WORK IN QUESTION.

4. SUBMIT REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO ARCHITECT FOR REVIEW PRIOR TO PURCHASE, FABRICATION OR INSTALLATION.

5. COORDINATE WORK WITH THE LANDLORD AND OWNER, INCLUDING SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING ACCESS, USE OF BUILDING SERVICES AND FACILITIES, AND USE OF ELEVATORS. MINIMIZE DISTURBANCE OF BUILDING FUNCTIONS AND OCCUPANTS.

6. OWNER WILL PROVIDE WORK NOTED "BY OTHERS" OR "NIC" UNDER SEPARATE CONTRACT. INCLUDE SCHEDULE

REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION

7. COORDINATE TELECOMMUNICATIONS, DATA AND SECURITY SYSTEM INSTALLATIONS.8. MAINTAIN EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES, AND ALARMS IN CONFORMANCE WITH CODES AND ORDINANCES.

9. MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. COORDINATE WITH TENANT AND LANDLORD TO ENSURE SECURITY.

10. UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 1/4 INCH, UNLESS OTHERWISE NOTED.11. PROVIDE ALL ACCESS PANELS REQUIRED FOR ALL JUNCTION BOXES, VALVES, CLEANOUTS, PLUGS, FILTERS, EQUIPMENT,

AND ALL OTHER ITEMS REQUIRING SERVICE OR MAINTENANCE

12. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE.13. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. IN CASE OF CONFLICT, CONSULT THE ARCHITECT.14. PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS OTHERWISE NOTED. MAINTAIN DIMENSIONS MARKED "CLEAR". ALLOW FOR THICKNESS OF FINISHES.

15. PROVIDE CONCEALED BLOCKING AS REQUIRED FOR WORK BY OWNER'S OTHER CONTRACTORS. COORDINATE WITH OTHER CONTRACTORS FOR SIZE, TYPE AND LOCATION OF REQUIRED BLOCKING.

16. WHERE EXISTING ACCESS PANELS CONFLICT WITH CONSTRUCTION, RELOCATE PANELS TO ALIGN WITH AND FIT WITHIN NEW CONSTRUCTION.

17. CONTRACTOR MUST VERIFY IN FIELD (VIF) ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION AND CONTRACTOR IS TO NOTIFY THE ARCHITECT/ ENGINEER IN WRITING UPON DISCOVERY OF ANY DISCREPANCIES.

18. BUILDING ENERGY COMPLIANCE IS PER THE PERFORMANCE BASED PATH. ENERGY PERFORMANCE REPORT WILL BE PROVIDE UNDER SEPARATE SUBMITTAL.

ACCESSIBILITY NOTES
A. PILE THICKNESS OF SPECIFIED CARPETS DOES NOT EXCEED 1/2".

B. FLOOR SURFACES SPECIFIED ARE SLIP-RESISTANT.C. ABRUPT CHANGES IN LEVEL ALONG ACCESSIBLE ROUTE DO NOT EXCEED 1/2" IN HEIGHT. CHANGES BETWEEN 1/4" AND 1/2" ARE BEVELED WITH A SLOPE NO STEEPER THAN 1:2. LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL.

D. LATCHING AND LOCKING DOORS ARE SPECIFIED TO BE OPERABLE WITH A SINGLE EFFORT BY HARDWARE THAT DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. DOOR OPENING HARDWARE IS SPECIFIED TO BE MOUNTED BETWEEN 34" AND 48" ABOVE FLOOR FINISH.

E. CLOSERS FOR FIRE-RATED DOORS ARE SPECIFIED TO BE POWER LEVEL 3 FOR INTERIOR DOORS 38" OR LESS IN WIDTH.F. MAXIMUM PULL OR PUSH EFFORT TO OPERATE NON-FIRE-RATED DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, MEASURED AT RIGHT ANGLES TO HINGED DOORS AND AT CENTER PLANE OF SLIDING OR FOLDING DOORS. SPECIFIED CLOSERS TO BE ADJUSTED TO COMPLY.

G. ALL DOORS ARE SPECIFIED TO BE NOT LESS THAN 3'-0" IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT. DOORS ARE CAPABLE OF OPENING AT LEAST 90 DEGREES AND CLEAR WIDTH IS NOT LESS THAN 32".

H. FLOOR AREAS ON EACH SIDE OF DOORS ARE SPECIFIED TO BE LEVEL AND CLEAR. THE DIMENSIONS OF THE LEVEL AREAS ARE SPECIFIED TO MEET ANSI A117.1-2017, IAC AND ADA CLEARANCE REQUIREMENTS.

I. FLOORS OR LANDINGS ARE SPECIFIED TO BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY.

CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" IS SPECIFIED TO BE BEVELED WITH A SLOPE NO STEEPER THAN 1:2.

J. THE UPPER APPROACH AND THE LOWER TREAD OF EACH INTERIOR STAIR IS SPECIFIED TO BE MARKED WITH A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2" WIDE, PLACED PARALLEL TO AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING. THE STRIP IS SPECIFIED TO BE A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR.

K. ELECTRICAL RECEPTACLE OUTLETS ARE SPECIFIED TO BE NOT LESS THAN 15" ABOVE THE FLOOR OR WORKING PLATFORM.

L. TOILET ROOM ACCESSORIES

1. BOTTOM OF MIRROR REFLECTIVE SURFACE IS SPECIFIED TO BE NO HIGHER THAN 40" FROM THE FLOOR.2. TOILET TISSUE DISPENSERS ARE MOUNTED BETWEEN 7" AND 9" FROM THE FRONT EDGE OF THE TOILET SEAT.3. DISPENSING AND DISPOSAL FIXTURES (TOWEL, SANITARY NAPKINS, WASTE, COIN SLOTS, ETC.) WITH OPERATING PARTS ARE MOUNTED NO HIGHER THAN 48" FROM THE FLOOR.

M. THE HEIGHT OF THE WATER CLOSET (TOP OF SEAT) IS BETWEEN 17" AND 19".N. FLUSH CONTROLS ARE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR, ON THE SIDE OF THE TOILET WITH THE GREATEST CLEARANCE FROM ADJACENT WALL, TOILET PARTITION OR OTHER SURFACE.

O. PROVIDE GRAB BARS IN COMPLIANCE WITH ANSI A117.1 ON EACH SIDE, OR ONE SIDE AND BACK OF WATER CLOSET

1. GRAB BARS TO BE 33" ABOVE AND PARALLEL TO THE FLOOR.2. DIAMETER OF GRAB BARS TO BE 1-1/4" TO 1-1/2".3. PROVIDE 1-1/2" CLEARANCE BETWEEN GRAB BARS AND WALL.4. GRAB BARS (INCLUDING CONNECTORS, FASTENERS, SUPPORT BACKING, ETC.) SHALL SUPPORT A 250 POUND LOAD.5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.6. GRAB BARS AND ANY ADJACENT SURFACE SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS.7. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8".

P. PROVIDE A CLEAR FLOOR SPACE 30" X 48" IS PROVIDED IN FRONT OF LAVATORY TO PERMIT A FORWARD APPROACH.Q. SINKS AND LAVATORIES ARE MOUNTED TO COMPLY WITH KNEESPACE REQUIREMENTS OF ANSI A117.1R. FAUCET CONTROLS AND OPERATING MECHANISMS ARE TO BE OPERABLE WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS. SELF-CLOSING CONTROLS ARE TO REMAIN OPEN FOR AT LEAST 10 SECONDS.

S. HOT WATER AND DRAIN PIPES UNDER LAVATORIES ARE INSULATED OR OTHERWISE COVERED.T. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.

LOCATION MAP

PROJECT TEAM

ARCHITECTURAL ABBREVIATIONS
£ BRITISH POUND (CURRENCY)$ DOLLAR (US CURRENCY)& AND

ACCESS ACCESSORYACOUS ACOUSTIC(AL)AFF ABOVE FINISHED FLOORAL ALUMINUMALT ALTERNATEANNUNC ANNUNCIATORANOD ANODIZEDAPPL APPLIANCEARCH ARCHITECT(URAL)AUTO AUTOMATICAVG AVERAGE

BCS BABY CHANGING STATIONBD BOARDBLDG BUILDINGBLKG BLOCKINGBOLLD BOLLARDBRDLM BROADLOOMBU BUILT UPCAB CABINETCEM CEMENT(ITIOUS)CER CERAMICCIP CAST-IN-PLACECLG CEILINGCMU CONCRETE MASONRY UNITCOATG COATINGCOILG COILINGCONC CONCRETECONSTR CONSTRUCTIONCONT CONTINUOUS(ATION)CONTR CONTRACT(OR)COV COVERCPT CARPETCRC COMBINATION RECESSED CABINETCSH COMMON SUPPLY HEADERDAHU DATA HALL AIR HANDLING UNITDBL DOUBLEDEPT DEPARTMENTDES DESIGN(ED)DET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIFF DIFFUSERDIM DIMENSIONDISP DISPENSERDIV DIVISIONDN DOWNDR DOORDSCON DISCONNECTDWG DRAWING

ELAST ELASTOMERICELEC ELECTRICALEMBED EMBEDD(ED)(ING)ENGR ENGINEER(ED)ENTR ENTRANCEEQ EQUALEQUIP EQUIPMENTEPS EXPANDED POLYSTYRENEEXIST EXISTINGEXP JT EXPANSION JOINTEXPS EXPOSE(D)EXT EXTERIORFAB FABRICATIONFD FLOOR DRAINFE FIRE EXTINGUISHERFEBR FORCED ENTRY BULLET RESISTANTFEC FIRE EXTINGUISHER AND CABINETFHC FIRE HOSE AND CABINETFIN FINISHFLDG FOLDINGFLR FLOOR(ING)FPLC FIREPLACEFR FIRE RAT(ING)(ED)FRJS FIRE RESISTIVE JOINT SEALANTFRMG FRAMINGFURN FURNITUREFWC FABRIC WALL COVERINGFXD FIXEDFXTR FIXTUREGA GAUGEGFRC GLASS FIBER REINFORCED CONCRETEGFRG GLASS FIBER REINFORCED GYPSUMGFRP GLAS FIBER REINFORCED PLASTERGL GLASSGR GRAD(E)(ING)GYP GYPSUMHD HEADHDPE HIGH DENSITY POLYETHYLENEHDWD HARDWOODHDWE HARDWAREHM HOLLOW METALHORIZ HORIZONTALHP HIGH POINTHVAC HEATING, VENTILATIING, AND AIR CONDITIONINGINFILTR INFILTRATIONINFO INFORMATIONINSTRUM INSTRUMENT(ATION)INSUL INSULATIONINT INTERIORINTLK INTERLOCK(ING)JAN JANITORKEE KETONE ETHYLENE ESTERKIT KITCHEN

LAV LAVATORYLB POUNDLP LOW POINTLT LIGHTLVLG LEVELINGLVT LOUVERMAX MAXIMUMMECH MECHANICALMEMB MEMBRANEMET METALMEZZ MEZZANINEMFD MANUFACTUREDMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMLWK MILLWORKMOIST MOISTUREMOT MOTOR(IZED)MTD MOUNTEDMU MIRROR UNITNIC NOT IN CONTRCTNO NUMBERNTS NOT TO SCALEOPNG OPENING(S)OPR OPERABLEORD OVERFLOW ROOF DRAINORNA ORNAMENTALOVFL OVERVLOWOVHD OVERHEADPBD PARITICLE BOARDPDC POWER DISTRIBUTION CABINETPEDR PEDESTRIANPFHO POWER FACILITIES HAND OFFPLAM PLASTIC LAMINATEPLAS PLASTERPLSTC PLASTICPLYWD PLYWOODPNL PANELPOLYST POLYSTRENEPORT PORTABLEPREFAB PREFABRICATEDPREFIN PREFINISHEDPRTECN PROTECTIONPTD PAPER TOWL DISPENSER PTN PARTITION

RCP REFLECTED CEILING PLANRD ROOF DRAINRDL ROOF DRAIN LEADERRDR READERRECES RECESSEDRECPT RECEPTACLEREF REFER(ENCE)REFL REFLECTEDREFR REFRIGERATORREINF REINFORCED (D) (ING) (MENT)REQD REQUIREDRESIL RESILIENTRESIS RESIST(ANT)(IVE)RFG ROOFINGRM ROOMRO ROUGH OPENINGRP RESTROOM PARTITIONSCD SEAT COVER DISPENSERSCR SCRIBESD SOAP DISPENSERSECUR SECURITYSF SQUARE FEETSG SINGLESHORG SHORINGSIM SIMILARSNDU SANITARY NAPKIN DISPOSAL UNITSNV SANITARY NAPKIN VENDORSST STAINLESS STEELSTD STANDARDSTL STEELSTRFR STOREFRONTSTRUCT STRUCTURALSURF SURFACESUSP SUSPENDEDSYS SYSTEM(S)T&G TONGUE AND GROOVETHK THICKTLT TOILETTO TOP OFTPD TOILET PAPER DISPENSERTRAF TRAFFICTRANS TRANSPARENTTRTD TREATEDTYP TYPICALUNDRLAY UNDERLAYMENTUNO UNLESS NOTED OTHERWISEUTIL UTILITYVEH VECHICLEVERT VERTICALVIF VERIFY IN FIELD

W/ WITHW/O WITHOUTWC WATER CLOSETWD WOODWDW WINDOWWR WASTE RECEPTACLEWT WEIGHTWTRPRF WATERPROOFINGXPS EXTRUDED POLYSTYRENE SHEET#
DET# REFER TO DETAIL NO. ON DRAWING INDICATED NOT ALL DETAIL REFERENCES ARE SHOWN. ALL DETAILS

APPLY TO ALL APPLICABLE SITUATIONS, UNO

REFERENCE SYMBOLS
SHEET#
DET# ELEVATION TAG: REFER TO ELEVATION NUMBER ON

DRAWING INDICATED
SHEET#
DET# SECTION TAG: REFER TO SECTION NUMBER ON

DRAWING INDICATED
1 TITLE DRAWING TITLE, NUMBER, AND SCALE
SCALE SHEET#

NORTH REFERENCEDOOR IDENTIFICATION TAG
1 A2A PARTITION TYPE IDENTIFICATION TAG
1t WINDOW TYPE IDENTIFICATION TAG

ROOM NAME IDENTIFICATION TAG

00.000

ROOM NAME
PL01 BATHROOM ACCESSORIES TAG
1 BATHROOM ACCESSORIES TAG
1 / A201.01 SHEET REFERENCE AND MATCHLINE
CL01 CEILING IDENTIFICATION TAG
9'-0" AFF

FINISH CEILING HEIGHT SYMBOLGRID STARTPOINT SYMBOLMOTION SENSORCEILING MOUNTED SPEAKER

CEILING MOUNTED CAMERA

CEILING MOUNTED SPRINKLER HEADCEILING MOUNTED SMOKE DETECTOR

E DENOTES EXISTING TO REMAIN

R DENOTES EXISTING TO BE RELOCATED

ACCESS DOOR

CEILING MOUNTED STROBE LIGHT

ACOUSTICAL CEILING AND GRID

CEILING HEIGHT CHANGE SYMBOL
xx'-xx"xx'-xx"
X'-X"
AT1 CEILING FINISH TAG

CEILING MOUNTED EXIT SIGNSWALL MOUNTED EXIT SIGNS - PARALLELWALL MOUNTED EXIT SIGNS - PERPENDICULAR

LIGHT FIXTURES

FLUORESCENT LIGHT FIXTUREFLUORESCENT LIGHT FIXTURE / EMERGENCY CIRCUITEXISTING LIGHT FIXTURE TO BE REMOVEDUNDER CABINET FLORESCENT FIXTUREFLUORESCENT STRIP FIXTUREFLUORESCENT PENDANT FIXTURERECESSED DOWNLIGHTRECESSED ADJUSTABLE DOWNLIGHTRECESSED WALL WASHERTRACK LIGHTINGSURFACE MOUNTED LIGHT FIXTUREWALL SCONCELIGHT SWITCH D

DIMMER SWITCH

MECHANICAL FIXTURES

RETURN AIRSUPPLY AIRCIRCULAR DIFFUSERLINEAR DIFFUSEREXHAUST FAN

REFLECTED CEILING SECTIONS INDICATIONS

ACOUSTICAL CEILING TILEALUMINUMBRICKCARPETCONCRETECONCRETE MASONRY UNITCUT STONEEARTH FABRIC WRAPPED PANELGLASSGRAVELGYPSUM PLASTERINSULATION (LOOSE OR BATT)INSULATION (RIGID)METALPLYWOODPRE-CAST PANELSSAND OR GROUTSTONEWOOD (FINISHED )WOOD (CONTINUOUS MEMBER)WOOD (INTERRUPTED MEMBER)PLASTIC

CONSTRUCTION

ELEVATION INDICATIONS

GLASS SYMBOLPRECAST WALL
FINISH
XXXX
XXXX

WALL FINISH TAGBASE FINISH TAG

XXXX WALL FINISH TAG
EXTENT OF FINISH TYP.

XXXX SPECIAL FINISH TAG

XXXX FLOOR FINISH TAG

CHANGE IN FLOOR FINISH

XXXX CEILING FINISH TAG
FEC
XX
XX.XXX
SIM
A11.XX
1 1
1 NEW PARTITION
EXISTING CONSTRUCTION TO REMAINEXISTING CONSTRUCTION TO BE DEMOLISHED3 HR. RATED PARTITION4 HR. RATED PARTITION2 HR. RATED PARTITION1 HR. RATED PARTITION

MILLWORK ABOVE

MILLWORK

COLUMN GRID LINES AND REFERENCE NUMBERCOLUMN GRID REFERENCE NUMBER

DETAIL NUMBERSHEET NUMBERDESCRIPTION OF SIMILAR OR OPPOSITE

AREA TO BE DETAILED

LOCATION ON SHEET WHERE ELEVATION IS SHOWNDIRECTION OF ELEVATIONINTERIOR AND EXTERIOR ELEVATION MARKERROOM NAMEROOM NUMBERSHEETNOTE REFERENCEWALL TYPE REFERENCEDOOR REFERENCE NUMBER (REFER TO DOOR SCHEDULE)

XX WINDOW REFERENCE NUMBER (REFER TO WINDOW SCHEDULE)
MW01 MILLWORK REFERENCE NUMBER
(REFER TO MILLWORK SCHEDULE)ELEVATION DATUM REFERENCEMATCH LINE SYMBOLALIGN WITH ESTABLISHED / ADJACENT SURFACES

WALL MOUNTED LIFE SAFETY EQUIPMENT AND DEVICES

FIRE WARDEN STATION SYMBOLWALL MOUNTED FIRE ALARM STROBE SYMBOLFIRE ALARM PULL SYMBOLWALL MOUNTED, FIRE EXTINGUISHER CABINETREVISION REFERENCE NUMBERREVISION CLOUD DEPICTING AREA REVISED +6"
0"
XX.XXX
NAME
1234
01 1 A3A
ALIGN

MATCH LINE SEE XX/XX
2 SHEET NUMBER WHERE ELEVATION IS SHOWN

FIRE RATINGFLOOR ELEVATION TRANSITION
A
100'-0" AFF
Architectural Firm: HKSArchitect of Record: DUTCH WICKESArchitectural Firm's Phone Number: (214) 969-5599Architectural Firm's Address: ONE DALLAS CENTER 350N.

SAINT PAUL STREET, SUITE 100, DALLAS, TEXAS 75201Civil Firm: KIMLEY HORNCivil Engineer of Record: ANTHONY VERA Civil Firm's Phone Number: (925) 398-4840Civil Firm's Address: 4637 CHABOT DRIVESUITE 300, PLEASANTON, CA94588Structural Firm: HKSStructural Engineer of Record: CLINT NASHStructural Firm's Phone Number: (214) 969-5599Structural Firm's Address: ONE DALLAS CENTER 350N.SAINT PAUL STREET, SUITE 100, DALLAS, TEXAS 75201Electrical Firm: ESD GLOBALElectrical Engineer of Record: REY BERNARDINOElectrical Firm's Phone Number: (312)-551-8612Electrical Firm's Address: 233 SOUTH WACKER DRIVESUITE 5300, CHICAGO, ILLINOIS 60606Mechanical Firm: ESD GLOBALMechanical Engineer of Record: MIKE YOUNGMechanical Firm's Phone Number: (312) 372-1200Mechanical Firm's Address: 233 SOUTH WACKER DRIVESUITE 5300, CHICAGO, ILLINOIS 60606Fire Protection Firm: ESD GLOBALFire Protection Engineer of Record: MICHAEL PARASFire Protection Firm's Phone Number: (312)-372-1200Fire Protection Firm's Address: 233 SOUTH WACKER DRIVESUITE 5300, CHICAGO, ILLINOIS 60606Telecom Firm: ESD GLOBALTelecom Engineer of Record: TODD GRIMESTelecom Firm's Phone Number: (312) 372-1200Telecom Firm's Address: 233 SOUTH WACKER DRIVESUITE 5300, CHICAGO, ILLINOIS 60606Security Firm: GUIDEPOSTSecurity Engineer of Record: JON JOLIBOISSecurity Firm's Phone Number: (415) 616-8822Security Firm's Address: 315 MONTGOMERY STREET10TH FLOOR, SAN FRANCISCO, CALIFORNIA 94104

HAZARDOUS MATERIALS
TRUE
NORTH
TRUE
NORTH

CLAWTER RD

EDEN LANDING RD

PRODUCTION AVEINVESTMENT BLVD

PROJECT SITE
CA 92
ARDEN RDCA 92PROJECT SITE

INDUSTRIAL BLVDEDEN LANDING RDCORPORATE AVEINVESTMENT BLVDPRODUCTION AVE

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT
Mechanical Firm: ESD GLOBALMechanical Engineer of Record: MIKE YOUNGMechanical Firm's Phone Number: (312) 372-1200Mechanical Firm's Address: 233 SOUTH WACKER DRIVESUITE 5300, CHICAGO, ILLINOIS 60606Fire Protection Firm: ESD GLOBALFire Protection Engineer of Record: MICHAEL PARASFire Protection Firm's Phone Number: (312)-372-1200Fire Protection Firm's Address: 233 SOUTH WACKER DRIVESUITE 5300, CHICAGO, ILLINOIS 60606Telecom Firm: ESD GLOBALTelecom Engineer of Record: TODD GRIMESTelecom Firm's Phone Number: (312) 372-1200Telecom Firm's Address: 233 SOUTH WACKER DRIVESUITE 5300, CHICAGO, ILLINOIS 60606Security Firm: GUIDEPOSTSecurity Engineer of Record: JON JOLIBOISSecurity Firm's Phone Number: (415) 616-8822Security Firm's Address: 315 MONTGOMERY STREET10TH FLOOR, SAN FRANCISCO, CALIFORNIA 94104

HAZARDOUS MATERIALS
Electrolyte Chemical CAS
Flash Point (℃)
Boiling Point (
℃) Classification
Electrolyte
Volume / BBU
(gal)
Ethelyne Carbonate 96-49-1 145.5 248 Combustible - Class IIIB Propylene Carbonate 108-32-7 135.5 242 Combustible - Class IIIB Diethyl Carbonate 15-58-8 25 126 - 128 Flammable - Class IC Ethyl Propionate 105-37-3 12 99 Flammable - Class IB
Electrolyte Chemical CAS
Flash Point (℃)
Boiling Point (
℃) Classification
Electrolyte
Volume / BBU
(gal)
Ethelyne Carbonate 96-49-1 145.5 248 Combustible - Class IIIB Diethyl Carbonate 105-58-8 25 126 - 128 Flammable - Class IC Electrolyte Chemical CAS
Flash Point (℃)
Boiling Point (
℃) Classification
Electrolyte
Volume / BBU
(gal)
Ethelyne Carbonate 96-49-1 145.5 248 Combustible - Class IIIB Propylene Carbonate 108-32-7 135.5 242 Combustible - Class IIIB Diethyl Carbonate 15-58-8 25 126 - 128 Flammable - Class IC Ethyl Propionate 105-37-3 12 99 Flammable - Class IB
Electrolyte Chemical CAS
Flash Point (℃)
Boiling Point (
℃) Classification
Electrolyte
Volume / BBU
(gal)
Ethelyne Carbonate 96-49-1 145.5 248 Combustible - Class IIIB Diethyl Carbonate 105-58-8 25 126 - 128 Flammable - Class IC Electrolyte Chemical CAS
Flash Point (℃)
Boiling Point (
℃) Classification
Electrolyte
Volume / BBU
(gal)
Ethylene Carbonate 623-53-0 23.9 107 Flammable - Class IC Dimethyl Carbonate 616-38-6 16 86 Flammable - Class IB
BBU: RP Flextronic
Cell: Murata US18650VTC4

0.09 BBU: RP LiteOn
Cell - Samsung SDI INR18650-20

0.132
BBU: RP Panasonic
Cell: Panasonic UR18650RX

0.15 BBU: WMW TrendPower
Cell - Samsung SDI INR18650-20

0.11 BBU: WMW Panasonic
Cell: Panasonic UR18650RX

0.15 26062 EDEN LANDING ROAD(BUILDING A ON CAMPUS)HAYWARD, CALIFORNIA 94545 X
X
FRONT
A050
2 BUILDING B
(UNDER SEPARATE PACKAGE)

PROPOSED BUILDING A

SWITCHING

STATION

STORM WATER
BASIN

SUBSTATION

MAIN ENTRANCE

GUARD HOUSE
EDEN

LANDING
ROAD

PRODUCTION AVE

PROPERTY LINESECURITY FENCE

BUILDING ENTRANCE

STORM WATER BASIN

STORM WATER BASINSECONDARY ENTRANCEBUILDING C(UNDER SEPARATE PACKAGE)SUBSTATION SCREENING

INVESTMENT BLVD
MIN
60' - 0"
ENTRY

TRAVEL PATH
MIN
60' - 0" STORM WATER BASIN

FUTURE EMPLOYEE AMENITY AREA (REF TO LANDSCAPE)
1 A
G
NOTES:1. EQUIPMENT YARD STRUCTURAL FRAMING NOT SHOWN FOR CLARITY, SEE STRUCTURAL DRAWINGS.
217' - 7"
16 470' - 5"
BUILDING ENTRANCELOADING DOCK AREAINCLUDES 2 LOADING SPACESENTRANCE PATH 12 35 4
7 8
6 7
120' - 0"

SITE PLAN LEGEND

PROPERTY LINEFENCECRUSHED ROCKS AREASSTORM WATER BASIN
DESIGNED:ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY

THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE: REV: DRAWING: SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:PROJECT:CIVIL ENGINEERMECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/1/2024 4:28:43 PM
As indicated D
HKSDUTCH WICKES(214) 969-5599One Dallas Center350N. Saint Paul Street, Suite 100Dallas, Texas 75201 26062 EDEN LANDING ROADHAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-48404637 Chabot DriveSuite 300Pleasanton, California 94588 PERMIT
03MAR2024

HKS HKS
ESD GLOBALREY BERNARDINO(312) 551-8612233 South Wacker DriveSuite 5300Chicago, Illinois 60606 ESD GLOBALMIKE YOUNG(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606 HKSCLINT NASH(214) 969-5599One Dallas Center350N. Saint Paul Street, Suite 100Dallas, Texas 75201ESD GLOBALMICHAEL PARAS(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606 25993.000

BUILDING A TI

ARCHITECTURAL SITE PLAN
A050
6 OPTDCv2.1
GUIDEPOSTJON JOLIBOIS(415) 616-8822315 Montgomery Street10th FloorSan Francisco, California 94104 ESD GLOBALTODD GRIMES(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606 1" = 100'-0" A050
1 ARCHITECTURAL CAMPUS PLAN
1" = 40'-0" A050
2 ARCHITECTURAL SITE PLAN
OVERALL SITE PLAN NOTES1. NEW PARKING STALLS2. ADA PARKING 3. LOADING DOCK4. GENERATOR YARD5. CONCRETE DRIVE AND RAMP AT LOADING DOCK6. WATER TANKS. REFER MECHANICAL DRAWINGS7. 5'-0" SIDEWALK, TYP. UNO.8. (2)6 YARD & (1)3 YARD DUMPSTER WITH CHAINLINK FENCE TRASH ENCLOSURE. REFER CORE & SHELL PACKAGE.

KEYPLAN

OVERALL

PARKING - BUILDING A
TRUE
NORTH
TRUE
NORTH
PARKING SCHEDULE : REFER CS PACKAGE

GENERAL NOTES - SITE PLAN
1 THESE ARE ARCHITECTURAL DRAWINGS ONLY AND ARE TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS FROM VARIOUSDISCIPLINES AS LISTED ON THE DRAWING INDEX. 2 ALL DEMOLITION OF EXISTING BUILDING SITE ELEMENTS ARE TO BE WITH IN A SEPARATE CONTRACT AND DRAWINGS (NOT INCLUDEDHERE) PRIOR TO THE EXECUTION OF THE INDICATED NEWCONSTRUCTION AND SITEWORK. 3 OTHER BUILDINGS INDICATED ON SITE ARE FOR LOCATION
REFERENCE PURPOSES ONLY. N.I.C.D. BUILDING GENERATOR PADS

AND UPPER GENERATOR ACCESS STAIRS AND PLATFORM ARE NOT
IN THIS CONTRACT.
4 BUILDING GENERATOR PADS AND UPPER GENERATOR ACCESS
STAIRS AND PLATFORM ARE NOT IN THIS CONTRACT.
5 REFER TO CIVIL DRAWINGS FOR GRADING, MATERIALS SIGNAGE, CURBS, WHEELSTOPS AND STRIPING AT PARKING AREAS. PARKINGLAYOUT AND STALLS TO BE FOUND IN CIVIL DRAWINGS. ADA ANDSTANDARD STALLS TO BE INSTALLED TO MEET ALL ADOPTEDCODES. 6 SIDEWALK CONSTRUCTION AND DETAILS TO BE FOUND IN CIVIL DRAWINGS.
7 ALL LANDSCAPE AND PLANTING INFORMATION TO BE FOUND ON

LANDSCAPE
8 LOADING DOCK AREA. ELEVATION OF PAVED LOADING DOCK IS 4-0" BELOW SLAB HEIGHT AT FOUNDATION FACE TO ALLOW FOR EASEOF ACCESS. 9 ENSURE SMOOTH TRANSITION WHERE NEW ROADWAY PAVING OR
SIDEWALK CONNECTS TO EXISTING WITH 1/4" MAXIMUM CHANGE INLEVEL. 10 CONTRACTOR TO COORDINATE REQUIREMENTS OF EQUIPMENT

WITH LOCATION OF ELECTRICAL LIGHTING, PLUMBING, MECHANICAL

AND FIRE PROTECTION ELEMENTS

MARK DATE DESCRIPTION
A 14AUG2023 30PCT REVIEWB 17NOV2023 60PCT REVIEWC 05JAN2024 90PCT REVIEWD 03MAR2024 IFP0 09FEB2024 PERMIT X
X
SWITCHING STATION25,763 SF

BIKE LANES
STORM WATER BASIN3,420 SF

GENERATOR YARD

BUILDING A
310,610 SF

WATER TANK
PARKING (4) PARKING (13)
PARKING (6) PARKING (7) PARKING (6)
PARKING (7) BUILDING C 1,605 SF
STORMWATER BASIN4,635 SF
GATE
GUARD HOUSE 8' HIGH SECURITY PERIMETER FENCE

MAIN ACCESS
8' HIGH SECURITY PERIMETER FENCE
EDEN

LANDING
ROAD

PG&E EASEMENT

PG&E EASEMENT
8' HIGH SECURITY PERIMETER FENCEP.U.E.PG&E AND PAC BELL EASEMENT

SECURITY FENCE

PRODUCTION AVE

SECONDARY ACCESSPROPOSED PROPERTY LINE
P.U.E.

SUBSTATION 23,210 SF
11 MIN (0.5 MILE) TO THE EDEN LANDING ECOLOGICAL RESERVE/SF BAY TRAIL 10 9
7 5
8 10
6 2
3 1

PARKING SETBACKBUILDING SETBACK
11 LOADING
DOCK

FACE OF CURB

REFER TO SECTION PAGE FOR ADDITIONAL DIMENSIONS
27 '
- 0
"
27 '
-
0 "
10' - 0" PARKING SETBACK
35' - 0" BUILDING SETBACK
35' - 0" BUILDING SETBACK
10' - 0" PARKING SETBACK
STORM WATER BASIN 4,552 SF
PARKING (7)
PARKING (6)
30 MIN (1.6 MILE) TO THE CLOSEST BUS STATION - 25861 INDUSTRIAL BLVD

TRASH ENCLOSURE
PARKING (7)
SHORT TERM BIKE RACK (1)
LONG TERM BIKE PARKING (3)
BUILDING B15,254 SF
STORMWATER BASIN2,400 SF
EMPLOYEE AMENITY AREA REF. LANDSCAPE

TRASH ENCLOSURE
40' HIGH SUBSTATION SCREEN WALL
8' HIGH LOADING DOCK SCREENWALL
HAYWARD INDUSTRIALDISTRICT DESIGN GUIDLINE:LOCATE VISITOR PARKING TO BE CLEARLY IDENTIFIABLE AND PROVIDE EASE OF ACCESS TO THE PRIMARY ENTRY OF A BUILDING. 1CONNECT SITE TO SURROUNDING AMENITIES SUCH AS SIDEWALKS, TRAILS, OR OTHER OPPORTUNITIES TO ENHANCE AREA CONNECTIVITY. 2HIGHLIGHT SITE ENTRANCES THROUGH DRIVEWAY ENTRY TREATMENTS SUCH AS UNIQUE PAVING TREATMENTS, ACCENT LANDSCAPING, AND SIGNAGE THAT INFORM VISITORS OF ITS LOCATION AND ENHANCES THE OVERALL PROJECT DESIGN. 34 LOCATE EMPLOYEE OUTDOOR AREAS ADJACENT TO INDORE BREAK AREAS PLACE BICYCLE RACKS AND/OR BICYCLE LOCKERS ADJACENT TO BUILDING ENTRIES WHERE THEY ARE CLEARLY VISIBLE INM ORDER TO ENHANCE SAFETY AND SECURITY. 5PLACE MECHANICAL/UTILITY EQUIPMENT INSIDE OF A BUILDING OR SCREEN WITH LANDSCAPING OR OTHER MATERIALS CONSISTENT WITH BUILDING DESIGN. IN INSTANCES WHERE MECHANICAL/UTILITY EQUIPMENT CANNOT BE LOCATED WITHIN BUILDINGS OR ADEQUATELY SCREENED, TRAT IT WITH ART. 6 IN GENERAL, BUILDING WALL PLANES VISIBLE FROM PUBLIC STREET SHOULD NOT CONTINUE FOR MORE THAN 50 FEET WITHOUT A CHANGE IN BUILDING WALL PLANE DIRECTION OF 2 FEET FOR MORE 7 PORTIONS OF BUILDING FACING A PUBLIC STREET SHALL HAVE ONE OR MORE LANDSCAPED AREAS WITH A MINIMUM FIVE FOOT-WIDE LANDSCAPED AREA ALONG A MINIMUM 50 PERCENT OF THE BUILDING FACE 89 A MINIMUM OF 10' WIDE LANDSCAPED AREA IN FRONT OF WALLS ABUTTING A PUBLIC STREET10 PROVIDE A 10' WIDE LANDSCAPED AREA IN FRONT OF WALLS ABUTTING A PUBLIC STREET11 WHERE APPROPRIATE, UTILIZE RETENTION PONDS TO LESSEN RUNOFF TRASH CONTAINER CAPACITY CALCULATION:
__ # of employees x ___ lbs. of trash generated per employee/week ÷ 150 = ___ CY/weekENCLOSURE: 25' x 12' x 12'-6" (WxDxH) INTERNAL CLEARTRASH: 6 CU BINRECYCLABLES: 6 CU BINORGANICS: 3 CU BIN

BUILDING A
ENCLOSURE: 11'-6" X 6' X 10'-8" (WxDxH) INTERNAL CLEARTRASH: 96 GAL CARTRECYCLABLES: 96 GAL CARTORGANICS: 96 GAL CART

BUILDING B
ENCLOSURE:TRASH: 96 GAL CARTRECYCLABLES: 96 GAL CARTORGANICS: 96 GAL CART

BUILDING C

PROJECT SITE INFORMATION
SITE ADDRESSAPNsSITE AREAGENERAL PLAN DESIGNATIONZONING DISTRICT 26062 EDEN LANDING ROADHAYWARD, CA 94545461-0085-016-00461-0085-052-01461-0085-018-03IC (INDUSTRIAL TECHNOLOGY AND INNOVATION CORRIDOR)IP (INDUSTRIAL PARK)

PROPOSED BUILDING INFORMATION

BUILDING ABUILDING CBUILDING BGUARD HOUSE
GROSS FLOOR AREA: HEIGHT:GROSS FLOOR AREA:HEIGHT:GROSS FLOOR AREA:HEIGHT:

GROSS FLOOR AREA:HEIGHT:
365,610 SF100' (T.O. PARAPET)15,254 SF26'1,605 SF18'

11.485 AC / 500,287 SF

PARKING SPACES OPEN SPACEBIKE PARKINGLOT COVERAGE
SPACES: 59ADA: 5

FARLANDSCAPING AREA
SHORT TERM: 1 RACKLONG TERM LOCKER: 3 LOCKERS500,287 SF0.76165,557 SF 59 SF8'-11 7/16"
68,945 SF
TRUE
NORTH
DESIGNED:ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY

THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE: REV: DRAWING: SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:PROJECT:CIVIL ENGINEERMECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/1/2024 4:49:55 PM
As indicated 0
HKSDUTCH WICKES(214) 969-5599One Dallas Center350 N. Saint Paul Street, Suite 100Dallas, Texas 75201 26062 EDEN LANDING ROADHAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-48404637 Chabot DriveSuite 300Pleasanton, California 94588 PERMIT
09FEB2024
HKS
ESD GLOBALREY BERNARDINO(312) 551-8612233 South Wacker DriveSuite 5300Chicago, Illinois 60606 ESD GLOBALMIKE YOUNG(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606 HKSCLINT NASH(214) 969-5599One Dallas Center350 N. Saint Paul Street, Suite 100Dallas, Texas 75201ESD GLOBALMICHAEL PARAS(312) 372-1200233 South Wacker DriveSuite 5300 chicago,Illinois 60606 HKS
25691.000

BUILDING A SHELL

ARCHITECTURAL OVERALL CAMPUS PLAN
A054
4 OPTDCv2.1
GUIDEPOSTJON JOLIBOIS(415) 616-8822315 Montgomery Street10th FloorSan Francisco, California 94104 ESD GLOBALTODD GRIMES(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606

KEYPLAN

OVERALL
1" = 40'-0" A054
1 ARCHITECTURAL CAMPUS OVERALL PLAN

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT0 09FEB2024 PERMIT
A
B
CD
E
A600
3 A600
4 F.3
G
A600
1 A600
2 SECTOR 03
F.9F.5
F
B.6
A.1
C.1
E.1
SECTOR 05
SECTOR 02 SECTOR 04 SECTOR 06
SECTOR 01
E.7
1' - 5"
22' - 5" 5' - 2" 14' - 0" 9' - 11" 22' - 11"
1' - 5"
12' - 8" 22' - 0" 30' - 3" 6' - 3" 15' - 6" 8' - 6" 12' - 0" 31' - 9" 1' - 5" D.6 B.3

0.8 0.9 1 1.1 2 2.6 3 3.2 4 5 6 7 8 9 10 11 12 13 14 15 15.9 16 1' - 5"
24' - 3"
1' - 5"
20' - 7" 17' - 8" 13' - 9" 6' - 2" 10' - 5 3/4" 14' - 9 1/4" 34' - 1" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 32' - 6" 1' - 5"
496' - 1"
472' - 2 1/2"
( 1 / A210.02 ) ( 1 / A210.04 ) ( 1 / A210.06 )
( 1 / A210.03 ) ( 1 / A210.05 ) ( 1 / A210.01 )

ORGANIC BINRECYCLE BINTRASH BIN

3.5 NOT EXIT STAIR
TRUE
NORTH
DESIGNED:ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY

THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE: REV: DRAWING: SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:PROJECT:CIVIL ENGINEERMECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/1/2024 4:24:01 PM
1" = 20'-0" 0
HKSDUTCH WICKES(214) 969-5599One Dallas Center350 N. Saint Paul Street, Suite 100Dallas, Texas 75201 26062 EDEN LANDING ROADHAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-48404637 Chabot DriveSuite 300Pleasanton, California 94588 PERMIT
09FEB2024

BUILDING A SHELL
ARCHITECTURAL LEVEL 01 CORE & SHELL

OVERALL FLOOR PLAN
A210.00
8 OPTDCv2.1
GUIDEPOSTJON JOLIBOIS(415) 616-8822315 Montgomery Street10th FloorSan Francisco, California 94104 ESD GLOBALTODD GRIMES(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606 1" = 20'-0" A210.00
1 ARCHITECTURAL LEVEL 01 OVERALL CORE & SHELL FLOOR PLAN

GENERAL NOTES - FLOOR PLAN
1 ARCHITECTURAL ELEVATIONS ARE BASED ON MAIN FLOOR LEVEL 0'-0" = CIVIL FINISH FLOOR ELEVATION, SEE CIVIL FOR FFE. 2 DETAILED DIMENSIONS AND OTHER INFORMATION WILL BE FOUND ON THE ENLARGED PLAN, WHERE PROVIDED, UNO.
3 REFER TO CIVIL ENGINEERING PLANS FOR FULL EXTENT OF SITE

WORK BEYOND SCOPE SHOWN IN ARCHITECTURAL, STRUCTURAL,
AND MEP ENGINEERING DRAWINGS.
4 EXTERIOR WALLS ARE TO BE TYPE E01, UNO.5 REFER TO A700 SERIES FOR INTERIOR & EXTERIOR WALL ASSEMBLIES AND STANDARD INFORMATION.
6 INTERIOR PARTITIONS ARE TO BE TYPE A6E, UNO.7 ALL DIMENSIONS ARE TO FACE OF FINISHED SURFACE, UNO.8 CONTRACTOR TO COORDINATE REQUIREMENTS OF EQUIPMENT WITH LOCATION OF ELECTRICAL, LIGHTING, PLUMBING,MECHANICAL, AND FIRE PROTECTION ELEMENTS. 9 REFER TO SHEET A001 FOR GENERAL SYMBOLS AND LEGENDS.
10 CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD (VIF) PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT /ENGINEER IN WRITING UPON DISCOVERY OF ANY DISCREPANCIES. 11 LOCATE DOOR FRAMES 6" FROM FACE OF INSIDE CORNER OF
PARTITION UNLESS OTHERWISE DIMENSIONED, OR AS REQUIRED TOCOORDINATE WITH BUILDING INFRASTRUCTURE.

GENERAL NOTES - FLOOR PLAN
12 COORDINATE AND PROVIDE ADEQUATE BLOCKING FOR ALL ITEMS ATTACHED OR MOUNTED TO PARTITIONS.
13 EQUIPMENT ITEMS SHOWN FOR REFERENCE ONLY. COORDINATE

FINAL LOCATIONS AND CONFIGURATIONS WITH MEP REQUIREMENTS AND DRAWINGS. REFER TO ENGINEERING DRAWINGS FOR FULL
EXTENT OF WORK.
14 PROVIDE STAINLESS STEEL CORNER GUARDS AT EACH OUTSIDE CORNER IN ALL CORRIDOR LOCATIONS.
15 USE MOISTURE AND MOISTURE RESISTANT SUBSTRATE AND TILE BACKING PANELS AT ALL WET AND TILE LOCATIONS, RESPECTIVELY.LOCATIONS INCLUDE JANITOR CLOSETS, SHOWER ROOM WALLS

AND CEILINGS, BEHIND ALL SINKS, TOILETS, URINALS, AND DRINKING FOUNTAIN LOCATIONS.

GENERAL NOTES - FLOOR PLAN
16 DAHU GALLERY WATER DAM AT DOOR OPENINGS: 1/2" HIGH

ALUMINUM SADDLE THRESHOLD SET IN SEALANT, AND AUTOMATIC

DOOR BOTTOMS WITH A DROP-BAR NEOPRENE SEAL, ACTUATED BY

A PLUNGER THAT CONTACTS THE JAMB AS THE DOOR IS CLOSING, FORCING THE DROP-BAR SEAL DOWN AGAINST THE THRESHOLD.THIS SYSTEM WILL BE COMBINED WITH THE WATERPROOF WALLBASE DESIGN TO CREATE A WATER DAM THAT EXTENDS A MINIMUMOF 1 1/4" ABOVE THE HEIGHT OF THE FLOOR DRAINS, ENSURINGTHAT WATER WILL BE DISCHARGED THROUGH THE DRAINS AND NOTINTO ADJACENT ROOMS. 17 ALL EXTERIOR DOORS SHOULD BE THERMALLY INSULATED WITH FRAMES INCLUDING A THERMAL BREAK, SEE DETAILS ON A736.
18 GENERAL CONTRACTOR TO FURNISH AND INSTALL TEMPORARY
METAL PLATE COVERS OVER CABLE BUS OPENINGS DURINGPHASED INSTALLATION IN ORDER TO MAINTAIN INTEGRITY OF THEBUILDING ENVELOPE. 19 REFER TO LATEST GEOTECHNICAL REPORT FOR UNDER-SLAB

VAPOR BARRIER DETAIL AND EXTENTS
20 ALL FLOOR OPENINGS NOT ENCLOSED WITH A FIRE RATED
ASSEMBLY TO HAVE REMOVABLE FIRE RATED CAPS INSTALLED.

KEYPLAN

OVERALL

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT0 09FEB2024 PERMIT
A
B
CD
E
A600
3 A600
4 F.3
G
A600
1 A600
2 F.9F.5
F
B.6
A.1
C.1
E.1
SECTOR 03 SECTOR 05
SECTOR 02 SECTOR 04 SECTOR 06
SECTOR 01
E.7
1' - 5"
22' - 5" 5' - 2" 14' - 0" 9' - 11" 22' - 11"
1' - 5"
12' - 8" 22' - 0" 30' - 3" 6' - 3" 15' - 6" 8' - 6" 12' - 0" 31' - 9" 1' - 5" D.6 B.3

0.8 0.9 1 1.1 2 2.6 3 3.2 4 5 6 7 8 9 10 11 12 13 14 15 15.9 16 1' - 5" 24' - 3" 1' - 5" 20' - 7" 17' - 8" 13' - 9" 6' - 2" 10' - 5 3/4" 14' - 9 1/4" 34' - 1" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 32' - 6" 1' - 5" 496' - 1"
( 1 / A220.02 ) ( 1 / A220.04 ) ( 1 / A220.06 )
( 1 / A220.01 ) ( 1 / A220.04 ) ( 1 / A220.06 )

3.5 TRUE
NORTH
DESIGNED:ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY

THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE: REV: DRAWING: SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:PROJECT:CIVIL ENGINEERMECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/1/2024 4:24:09 PM
1" = 20'-0" 0
HKSDUTCH WICKES(214) 969-5599One Dallas Center350 N. Saint Paul Street, Suite 100Dallas, Texas 75201 26062 EDEN LANDING ROADHAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-48404637 Chabot DriveSuite 300Pleasanton, California 94588 PERMIT
09FEB2024

BUILDING A SHELL
ARCHITECTURAL LEVEL 02 CORE & SHELL

OVERALL FLOOR PLAN
A220.00
18 OPTDCv2.1
GUIDEPOSTJON JOLIBOIS(415) 616-8822315 Montgomery Street10th FloorSan Francisco, California 94104 ESD GLOBALTODD GRIMES(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606 1" = 20'-0" A220.00
1 ARCHITECTURAL LEVEL 02 OVERALL CORE & SHELL FLOOR PLAN

KEYPLAN

OVERALL

GENERAL NOTES - FLOOR PLAN
12 COORDINATE AND PROVIDE ADEQUATE BLOCKING FOR ALL ITEMS ATTACHED OR MOUNTED TO PARTITIONS.
13 EQUIPMENT ITEMS SHOWN FOR REFERENCE ONLY. COORDINATE

AND CEILINGS, BEHIND ALL SINKS, TOILETS, URINALS, AND DRINKING FOUNTAIN LOCATIONS.

GENERAL NOTES - FLOOR PLAN
16 DAHU GALLERY WATER DAM AT DOOR OPENINGS: 1/2" HIGH

ALUMINUM SADDLE THRESHOLD SET IN SEALANT, AND AUTOMATIC

DOOR BOTTOMS WITH A DROP-BAR NEOPRENE SEAL, ACTUATED BY

VAPOR BARRIER DETAIL AND EXTENTS
20 ALL FLOOR OPENINGS NOT ENCLOSED WITH A FIRE RATED
ASSEMBLY TO HAVE REMOVABLE FIRE RATED CAPS INSTALLED.

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT0 09FEB2024 PERMIT
A
B
CD
E
A600
3 A600
4 F.3
G
A600
1 A600
2 F.9F.5
F
B.6
A.1
C.1
E.1E.7
1' - 5"
22' - 5" 5' - 2" 14' - 0" 9' - 11" 22' - 11"
1' - 5"
12' - 8" 22' - 0" 30' - 3" 6' - 3" 15' - 6" 8' - 6" 12' - 0" 31' - 9" 1' - 5"
D.6
B.3

0.8 0.9 1 1.1 2 2.6 3 3.2 4 5 6 7 8 9 10 11 12 13 14 15 15.9 16 1' - 5" 24' - 3" 1' - 5" 20' - 7" 17' - 8" 13' - 9" 6' - 2" 10' - 5 3/4" 14' - 9 1/4" 34' - 1" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 32' - 6" 1' - 5" 496' - 1"
SECTOR 01 SECTOR 03 SECTOR 05
( 1 / A230.01 ) ( 1 / A230.03 ) ( 1 / A230.05 )
SECTOR 02 SECTOR 04 SECTOR 06
( 1 / A230.02 ) ( 1 / A230.04 ) ( 1 / A230.06 )

3.5 TRUE
NORTH
DESIGNED:ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY

THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE: REV: DRAWING: SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:PROJECT:CIVIL ENGINEERMECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/1/2024 4:26:10 PM
1" = 20'-0" 0
HKSDUTCH WICKES(214) 969-5599One Dallas Center350 N. Saint Paul Street, Suite 100Dallas, Texas 75201 26062 EDEN LANDING ROADHAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-48404637 Chabot DriveSuite 300Pleasanton, California 94588 PERMIT
09FEB2024

BUILDING A SHELL
ARCHITECTURAL LEVEL 03 CORE & SHELL

OVERALL FLOOR PLAN
A230.00
28 OPTDCv2.1
GUIDEPOSTJON JOLIBOIS(415) 616-8822315 Montgomery Street10th FloorSan Francisco, California 94104 ESD GLOBALTODD GRIMES(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606

KEYPLAN

OVERALL
1" = 20'-0" A230.00
1 ARCHITECTURAL LEVEL 03 OVERALL CORE & SHELL FLOOR PLAN

GENERAL NOTES - FLOOR PLAN
12 COORDINATE AND PROVIDE ADEQUATE BLOCKING FOR ALL ITEMS ATTACHED OR MOUNTED TO PARTITIONS.
13 EQUIPMENT ITEMS SHOWN FOR REFERENCE ONLY. COORDINATE

AND CEILINGS, BEHIND ALL SINKS, TOILETS, URINALS, AND DRINKING FOUNTAIN LOCATIONS.

GENERAL NOTES - FLOOR PLAN
16 DAHU GALLERY WATER DAM AT DOOR OPENINGS: 1/2" HIGH

ALUMINUM SADDLE THRESHOLD SET IN SEALANT, AND AUTOMATIC

DOOR BOTTOMS WITH A DROP-BAR NEOPRENE SEAL, ACTUATED BY

VAPOR BARRIER DETAIL AND EXTENTS
20 ALL FLOOR OPENINGS NOT ENCLOSED WITH A FIRE RATED
ASSEMBLY TO HAVE REMOVABLE FIRE RATED CAPS INSTALLED.

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT0 09FEB2024 PERMIT
A
B
CD
E
F.3
G
A600
1 F.9F.5
F
B.6
A.1
C.1
E.1E.7
1' - 5" 22' - 5" 5' - 2" 14' - 0" 9' - 11" 22' - 11" 1' - 5" 34' - 8" 30' - 3" 6' - 3" 15' - 6" 8' - 6" 12' - 0" 31' - 9" 1' - 5"
D.6
B.3

0.8 0.9 1 1.1 2 2.6 3 3.2 4 5 6 7 8 9 10 11 12 13 14 15 15.9 16 1' - 5" 24' - 3" 1' - 5" 20' - 7" 17' - 8" 13' - 9" 6' - 2" 10' - 5 3/4" 14' - 9 1/4" 34' - 1" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 32' - 6" 1' - 5" 496' - 1"
217' - 7"
SECTOR 01 SECTOR 03 SECTOR 05
( 1 / A220.01 ) ( 1 / A220.04 ) ( 1 / A220.06 )
SECTOR 02 SECTOR 04 SECTOR 06
( 1 / A220.02 ) ( 1 / A220.04 ) ( 1 / A220.06 )
A600
2 A600
4 A600
3 3.5
RESERVED SOLAR AREA FOR FUTURE USE:

UPPER 3,959.48 SF
LOWER 12,054.95 SF
TOTAL 16,014.43 SF
MIN (15% OF TOTAL) 14,656.95 SF
8,087.90 SF
1,125.08 SF 940.45 SF 961.06 SF 940.45 SF1,394.87 SF 849.83 SF 865.70 SF 849.09 SF 47' - 11 1/2"
2 2' -
8"
22' - 8" 22' - 8" 22' - 8" 22' - 8" 22' - 8" 22' - 8" 22' - 8" 22' - 8" 22' - 8 22 " ' - 8" 22' - 8 22 " ' - 8" 22' - 8" 22' - 8"
22' -8"

1. ALL ROOF TO BE KEPT SINGLE PLY ROOFING MEMBRANE WITH MINIMUM R20 INSULATION. 2. HATCHING INDICATES AREAS WHERE THE ROOF SURFACE SLOPE IS ACHIEVED WITH TAPERED INSULATION. THE ROOF SURFACE SLOPE IN AREAS WITHOUT HATCHING IS ACHIEVED WITH SLOPING STRUCTURE.

3. PROVIDE WALKWAYS PROTECTION TO MAJOR MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT AS REQUIRED TO PROVIDE SERVICE ACCESS. WALKWAYS PROTECTION IS INDICATED AS A GENERAL LAYOUT AND MAY NOT SHOW ALL FINAL LOCATIONS OF ALL EQUIPMENT.

4. TAPERED INSULATION SHALL PROVIDE A MINIMUM OF 1/4" - INCH PER FOOT OF SLOPE TO ROOF DRAINS, UNLESS NOTED OTHERWISE.

5. ALL ROOF CURBS TO BE A MINIMUM OF 8" ABOVE ROOFING LEVELS, PROVIDE TAPERED INSULATION ROOF SADDLES AT ROOF CURBS TO PROVIDE DRAINAGE AROUND CURB.

6. SEE STRCTURAL DRAWINGS FOR FRAMING AROUND ROOF PENETRATIONS.7. ALL ROOF TOP MECHANICAL, ELECTRICAL AND /OR PLUMBING EQUIPMENT SHOWN FOR INFORMATION ONLY.COORDINATION THE SIZE AND LOCATION OF ROOF.

8. PENETRATIONS FOR MECHANICAL AND ELECTRICAL EQUIPMENT, REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR PENETRATIONS NOT SHOWN ON THIS DRAWING.

9. FLASH DRAINS, CURBS, VENTS AND STACKS PER MANUFACTURER'S RECOMMENDATIONS IF DETAIL NOT SHOWN ON DRAWINGS.

10. NO ROOF PENETRATIONS ALLOWED WITHIN 4'-0" EACH SIDE OF FOREWALL. SEE CODE PLAN FOR FIRE WALL LOCATIONS.

11. REFER TO SHEET A732, A733 FOR TYPICAL ROOF DETAILS.ROOF PLAN NOTES

WALKWAY PADTAPERED ROOF INSULATION

LEGEND ROOF PLAN

RESERVED SOLAR AREA FOR FUTURE USE
TRUE
NORTH
DESIGNED:ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY

THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE: REV: DRAWING: SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:PROJECT:CIVIL ENGINEERMECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/1/2024 3:49:59 PM
As indicated 0
HKSDUTCH WICKES(214) 969-5599One Dallas Center350 N. Saint Paul Street, Suite 100Dallas, Texas 75201 26062 EDEN LANDING ROADHAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-48404637 Chabot DriveSuite 300Pleasanton, California 94588 PERMIT
09FEB2024

BUILDING A SHELL

ARCHITECTURAL ROOF & PENTHOUSE CORE &

SHELL OVERALL PLAN
A290.00
38 OPTDCv2.1
GUIDEPOSTJON JOLIBOIS(415) 616-8822315 Montgomery Street10th FloorSan Francisco, California 94104 ESD GLOBALTODD GRIMES(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606 1" = 20'-0" A290.00
1 ARCHITECTURAL ROOF & PENTHOUSE OVERALL FLOOR PLAN

KEYPLAN

OVERALL
ROOF AREA: 97,713.05 SFSOLAR AREA REQUIREMENT (15% ROOF AREA): 14,656.95 SF AVAILABLE SOLAR AREA SPACE: 16,014.43 SF
ESTIMATED SOLAR ARRAY WEIGHT (5 LB/SF): 3,202.88 LB

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT0 09FEB2024 PERMIT
LEVEL 01
0' - 0"

PENTHOUSE
93' - 2"
LEVEL 02
30' - 0"
LEVEL 03
60' - 0"
L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1BL1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B 16 15.9 15 14 13 12 11 10 9 8 7 6 5 4 3.2 3 2.6 2 1.1 1 0.9 0.8 24' - 3" 1' - 5" 1' - 5" 1' - 5" 32' - 6" 34' - 1" 34' - 5" 26' - 0" 34' - 1" 34' - 5" 26' - 0" 34' - 1" 34' - 5" 26' - 0" 34' - 1" 34' - 1" 14' - 9 1/4" 10' - 5 3/4" 6' - 2" 13' - 9" 17' - 8" 20' - 7" L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B MP1
MP3
02 01 02
01 02 02 01 02

01.896A
A1 XSA1

01.995
C5 XDA0
MP2MP4
MP3 MP2 MP3 MP4
MP2
E3

3.5 LEVEL 01
0' - 0"

PENTHOUSE
93' - 2"
LEVEL 02
30' - 0"
LEVEL 03
60' - 0"
L3 L3 L3 L3
L3
L3
L1B L1B L1BL1B L1B L1B
L3 L3
L1AL1A L1B L1B
L1B L1B
L3 L3
6' - 10" 6' - 0"

0.8 0.9 1 1.1 2 2.6 3 3.2 4 5 6 7 8 9 10 11 12 13 14 15 15.9 16 1' - 5" 24' - 3" 1' - 5" 20' - 7" 17' - 8" 13' - 9" 6' - 2" 10' - 5 3/4" 14' - 9 1/4" 34' - 1" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 32' - 6" 1' - 5" L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1A
L1B L1A L1A L1B L1A L1A
L1A L1B L1A L1A
L1B L1A L1A
L1A L1B L1A
L1A L1AL1A
MP1
25 02
8' - 0"
26 26
02 02 02

01.915C
A1 XSD0

01.820C
A1 XSA1

01.815B
A1 XSE0

01.417B
A1 XSA0
MP2MP4MP3
MP2MP3MP4
MP4
MP3

3.5 L3 L3 L3 L3
LEVEL 01
0' - 0"

E D C B A

PENTHOUSE
93' - 2"
G F.3
LEVEL 02
30' - 0"
F.9 F.5 F B.6 A.1
20 20
20 20 20
E.1 C.1
LEVEL 03
60' - 0"
E.7
1' - 5" 22' - 5" 5' - 2" 14' - 0" 9' - 11" 22' - 11" 1' - 5" 12' - 8" 22' - 0" 30' - 3" 6' - 3" 15' - 6" 8' - 6" 12' - 0" 31' - 9" 1' - 5" D.6 B.3
25 01.164B
A1 XSE0

01.194A
A1 XSA1

01.164D
C1 XDA0

01.110A
A1 XSA1
MP1
MP1
MP2 MP2
MP3
MP4 MP4
LEVEL 01
0' - 0"

A B C D E

PENTHOUSE
93' - 2"
F.3 G
LEVEL 02
30' - 0"
T.O. PARAPET
68' - 0"
A.1 B.6 F F.5 F.9
MP1
20 20
20 C.1 E.1
LEVEL 03
60' - 0"
E.7
1' - 5" 31' - 9" 12' - 0" 8' - 6" 15' - 6" 6' - 3" 30' - 3" 22' - 0" 12' - 8" 1' - 5"
22' - 11" 9' - 11" 14' - 0" 5' - 2" 22' - 5" 1' - 5"
B.3 D.6
E2 E2 E2 E2 E1 E1
25 02 02
8' - 3"
E2 E1

01.940
A5 XSA2

01.985A
C5 XDA0
MP4
MP4
MP1
MP1 MP1 MP1 MP1
MP3
MP2
02 02
LEVEL 01
0' - 0"
LEVEL 02
30' - 0"
LEVEL 03
60' - 0"

0.9 0.8

LINE OF WEST ELEVATION (SHADED)
1' - 5"
CANOPY
MP1EXTERIOR FINISH LEGENDMP2MP3MP4
EXTERIOR FINISH LEGEND:

MP2MP1
9960 XL DARK BRONZEBOD: CENTRIA FORMA WALLDARK BRONZE COLOR SMOOTH EXTERIOR TEXTURE FLUOROFINISH COATING200 DEEP BLUE SEABOD: CENTRIA FORMA WALLDEEP BLUE COLOR EMBOSSED EXTERIOR TEXTURE FLUOROFINISH COATING MP3
179 REGAL WHITEBOD: CENTRIA FORMA WALLWHITE COLOR SMOOTH EXTERIOR TEXTURE MP4
9960 XL MEDIUM GRAYBOD: CENTRIA FORMA WALLMEDIUM GRAY COLOR EMBOSSED EXTERIOR TEXTURE FLUOROFINISH COATING MP5 BOD: CENTRIA PARADIGM METAL PANEL
9918 DOVE GRAY; 9989 PLATINUM SUNDACNE AM COATING; 9989 PLATINUM SUNDANCE MICA COATING DESIGNED:ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY

THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE: REV: DRAWING: SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:PROJECT:CIVIL ENGINEERMECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/1/2024 4:00:53 PM
As indicated 0
HKSDUTCH WICKES(214) 969-5599One Dallas Center350 N. Saint Paul Street, Suite 100Dallas, Texas 75201 26062 EDEN LANDING ROADHAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-48404637 Chabot DriveSuite 300Pleasanton, California 94588 PERMIT
09FEB2024

BUILDING A SHELL

ARCHITECTURAL EXTERIOR ELEVATIONS
A600
55 OPTDCv2.1
GUIDEPOSTJON JOLIBOIS(415) 616-8822315 Montgomery Street10th FloorSan Francisco, California 94104 ESD GLOBALTODD GRIMES(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606 1" = 20'-0" A600
1 ARCHITECTURAL NORTH EXTERIOR ELEVATION
1" = 20'-0" A600
2 ARCHITECTURAL SOUTH EXTERIOR ELEVATION
1" = 20'-0" A600
4 ARCHITECTURAL EAST EXTERIOR ELEVATION
1" = 20'-0" A600
3 ARCHITECTURAL WEST EXTERIOR ELEVATION

SHEET NOTES - EXTERIOR ELEVATIONS
# SHEET NOTE
01 THROUGH WALL SCUPPER AND DOWN BEHIND METAL PANEL. OFFSET DOWNSPOUT TO CENTER ON GRID BETWEEN LOUVERS PREFINISHED TO MATCH ADJACENT LOUVER COLOR. TYP.02 THROUGH WALL SCUPPER AND DOWN SPOUT. OFFSET DOWNSPOUT TO CENTER ON GRID BETWEEN LOUVERS BELOW. PREFINISHED TO MATCH ADJACENT WALL COLOR. TYP.03 DOCK SEAL, TYP.06 WINDOW TYPE 'E1', RE: WINDOW SCHEDULE. MULLION FINISH AND COLOR TO MATCH EXTERIOR LOUVER FINISH.07 WINDOW TYPE 'E3', RE: WINDOW SCHEDULE. MULLION FINISH AND COLOR TO MATCH EXTERIOR LOUVER FINISH.08 EXTERIOR DOORS TO BE PAINTED TO MATCH COLOR OF WALL IN WHICH THEY OCCUR TYP.09 METAL PANEL SYSTEM REVEALS TYP12 BUILDING ENTRY STOREFRONT DOOR AND GLAZING.13 LINE OFSCREEN WALL (DASHED). REFER TO PROVIDED ELEVATIONS FOR ADDITIONAL INFORMATION.18 6" HIGH STEEL LETTERS, PIN MOUNTED TO TILT UP PANEL; PAINTED TO MATCH EPT320 WALL PACK EXTERIOR LIGHT FIXTURE; CENTER OVER DOOR OR OVER LOUVERS OR WITHIN PANEL, WHERE APPLICABLE; RE: ELECTRICAL DRAWINGS25 METAL PANEL TYPE 5 (TO BE DETERMINED)26 WALL CUTOUTS TO BE COORDINATED WITH MEP. 1" = 20'-0" A600
5 ARCHITECTURAL NORTH EXTERIOR ELEVATION - BEYOND

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT
LEVEL 01
0' - 0"

PENTHOUSE
93' - 2"
3 A500
LEVEL 02
30' - 0"
A602
1 LEVEL 03
60' - 0"
L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1BL1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B 16 15.9 15 14 13 12 11 10 9 8 7 6 5 4 3.2 3 2.6 2 1.1 1 0.9 0.8 24' - 3" 1' - 5" 1' - 5" 1' - 5" 32' - 6" 34' - 1" 34' - 5" 26' - 0" 34' - 1" 34' - 5" 26' - 0" 34' - 1" 34' - 5" 26' - 0" 34' - 1" 34' - 1" 14' - 9 1/4" 10' - 5 3/4" 6' - 2" 13' - 9" 17' - 8" 20' - 7" 4 A500
L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B MP1
MP3
02 01 02
01 02 02 01 02
6 A603
5 A603
3 A603
2 A603

01.896A
A1 XSA1

01.995
C5 XDA0
MP2MP4
MP3 MP2 MP3 MP4
MP2
E3

3.5 TOP OF PARAPET
100' - 0"
A738
9 A734
4 6' - 10"
LEVEL 01
0' - 0"

PENTHOUSE
93' - 2"
3 A500
LEVEL 02
30' - 0"
A602
2 LEVEL 03
60' - 0"
L3 L3 L3 L3
L3
L3
L1B L1B L1BL1B L1B L1B
L3 L3
L1AL1A L1B L1B
L1B L1B
L3 L3
6' - 10" 6' - 0"

0.8 0.9 1 1.1 2 2.6 3 3.2 4 5 6 7 8 9 10 11 12 13 14 15 15.9 16 1' - 5" 24' - 3" 1' - 5" 20' - 7" 17' - 8" 13' - 9" 6' - 2" 10' - 5 3/4" 14' - 9 1/4" 34' - 1" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 32' - 6" 1' - 5" 4 A500
L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1A
L1B L1A L1A L1B L1A L1A
L1A L1B L1A L1A
L1B L1A L1A
L1A L1B L1A
L1A L1AL1A
MP1
25 02
8' - 0"
26 26
02 02 02
4 A604
3 A604

01.915C
A1 XSD0

01.820C
A1 XSA1

01.815B
A1 XSE0

01.417B
A1 XSA0
MP2MP4MP3
MP2MP3
MP4
MP4
MP3

3.5 L3 L3 L3 L3

TOP OF PARAPET
100' - 0"
A734
4 03.846
F1 XCA0

03.847
F1 XCA0
LEVEL 01
0' - 0"

E D C B A

PENTHOUSE
93' - 2"
G F.3
LEVEL 02
30' - 0"
1 A500
F.9 F.5 F B.6 A.1
20 20
20 20 20
E.1 C.1
LEVEL 03
60' - 0"
E.7
1' - 5" 22' - 5" 5' - 2" 14' - 0" 9' - 11" 22' - 11" 1' - 5" 12' - 8" 22' - 0" 30' - 3" 6' - 3" 15' - 6" 8' - 6" 12' - 0" 31' - 9" 1' - 5" D.6 B.3
2 A500
25 5
A604
1 A603
2 A605

01.164B
A1 XSE0

01.194A
A1 XSA1

01.164D
C1 XDA0

01.110A
A1 XSA1
MP1
MP1
MP2 MP2
MP3
MP4 MP4

TOP OF PARAPET
100' - 0"

03.164B
E1XCM0

02.164B
E1XCM0

01.164C
E1XCM0

01.164A
E1XCM0

02.164A
E1XCM0

03.164A
E1XCM0
20 20
LEVEL 01
0' - 0"

A B C D E

PENTHOUSE
93' - 2"
F.3 G
LEVEL 02
30' - 0"
T.O. PARAPET
68' - 0"
1 A501
A.1 B.6 F F.5 F.9
MP1
20 20
20 C.1 E.1
LEVEL 03
60' - 0"
E.7
1' - 5" 31' - 9" 12' - 0" 8' - 6" 15' - 6" 6' - 3" 30' - 3" 22' - 0" 12' - 8" 1' - 5"
22' - 11" 9' - 11" 14' - 0" 5' - 2" 22' - 5" 1' - 5"
B.3 D.6
2 A500
E2 E2 E2 E2 E1 E1
25 02 02
8' - 3"
E2 E1
2 A604
1 A604
3 A605
2 A605

01.940
A5 XSA2

01.985A
C5 XDA0
MP4
MP4
MP1
MP1 MP1 MP1 MP1
MP3
MP2
A601
5 A601
4 02 02

TOP OF PARAPET
100' - 0"
REFER 1/A731 FOR CANOPY DETAIL
LEVEL 01
0' - 0"
LEVEL 02
30' - 0"
LEVEL 03
60' - 0"

0.9 0.8

LINE OF WEST ELEVATION (SHADED)
1' - 5"
CANOPY
1" = 20'-0" A600
1 ARCHITECTURAL NORTH EXTERIOR ELEVATION
1" = 20'-0" A600
2 ARCHITECTURAL SOUTH EXTERIOR ELEVATION
1" = 20'-0" A600
4 ARCHITECTURAL EAST EXTERIOR ELEVATION
1" = 20'-0" A600
3 ARCHITECTURAL WEST EXTERIOR ELEVATION

PENTHOUSE
93' - 2"
LEVEL 02
30' - 0"
LEVEL 03
60' - 0"
T.O. PENTHOUSE
108' - 2" T.O. PARAPET
100' - 0"

PERFORATED METAL SCREEN
LEVEL 01
0' - 0"

PENTHOUSE
93' - 2"
LEVEL 02
30' - 0"
LEVEL 03
60' - 0"
T.O. PENTHOUSE
108' - 2" T.O. PARAPET
100' - 0"
MP-01MP-02MP-03MP-04METAL PANEL (MP):PERFORATED METAL SCREEN

A METAL SCREEN STANDALONE STRUCTURE
GL-01EXTERIOR GLAZING (GL):

PVB LAMINATED GLASSCOLOR: FROSTED/TINTED
EXTERIOR MATERIALS LEGEND:
9960 XL DARK BRONZEDARK BRONZE COLOR SMOOTH EXTERIOR TEXTURE FLUOROFINISH COATING200 DEEP BLUE SEADEEP BLUE COLOR EMBOSSED EXTERIOR TEXTURE FLUOROFINISH COATING179 REGAL WHITEWHITE COLOR SMOOTH EXTERIOR TEXTURE 9960 XL MEDIUM GRAYMEDIUM GRAY COLOR EMBOSSED EXTERIOR TEXTURE FLUOROFINISH COATING DESIGNED:ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY

THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE: REV: DRAWING: SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:PROJECT:CIVIL ENGINEERMECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/1/2024 4:51:45 PM
As indicated 0
HKSDUTCH WICKES(214) 969-5599One Dallas Center350 N. Saint Paul Street, Suite 100Dallas, Texas 75201 26062 EDEN LANDING ROADHAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-48404637 Chabot DriveSuite 300Pleasanton, California 94588 PERMIT
09FEB2024

BUILDING A SHELL

ARCHITECTURAL EXTERIOR ELEVATION
A610
58 OPTDCv2.1
GUIDEPOSTJON JOLIBOIS(415) 616-8822315 Montgomery Street10th FloorSan Francisco, California 94104 ESD GLOBALTODD GRIMES(312) 372-1200233 South Wacker DriveSuite 5300Chicago, Illinois 60606 1" = 20'-0" A610
2 ARCHITECTURAL EAST EXTERIOR ELEVATION
1" = 20'-0" A610
1 ARCHITECTURAL WEST EXTERIOR ELEVATION

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT0 09FEB2024 PERMIT
UP
1234567
ABCD

5.1 01.107A
A1 XSD0

01.111
A3 XSA0

01.117C
A1 VSE0

01.114A
C1 XDA0

01.113A
C1 XDA0

01.107C
E1XCM0
30' - 8" 32' - 0" 32' - 0" 31' - 0" 9' - 0" 25' - 8" 29' - 0" 20' - 0" 11' - 0" 47' - 8"
189' - 4"
78' - 8"
RO
10' - 0" 3' - 2"
RO
3' - 5" 1' - 4"
RO
3' - 5"
1' - 4" A710 5
TYP
TYP
A901 42
A500 3
A500
1 A500
A501 1
A600
4 A600 2
A600 1
A600
3 LINE OF PARAPET ABOVE
RO
3' - 5" 7' - 4"
12' - 1 1/2"
RO
6' - 5" 3' - 10"
RO
6' - 5"
2' - 2 1/2"
2' - 4"
MO
3' - 5" 8' - 2 1/2"
SIDE WALK, REF:CIVIL
SIDE WALK, REF:CIVIL
116
1 A601 2
A601
190' - 8"

01.100
A1 XSA2
16' - 6 1/2"
A600
5 6
7 162
162 1' - 5"
SG4
A710 4
3 A601

SIDE WALK REFER CIVIL
W1
W1
W1
A750 1
1HR FIRE BARRIER

FLOOR PLAN LEGEND

BRACKET MOUNTED PORTABLE

FIRE EXTINGUISHER
2HR FIRE BARRIER
FE

DOOR NUMBER

DOOR HARDWARE SET NUMBER

LK-XX STANDARD LOCKER SYSTEM

CR CARD READER

01.546.A
A8M02A

DOOR ELEVATION

GENERAL NOTES - FLOOR PLAN

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. 12.

13. 14.

15. 16.

17. ARCHITECTURAL ELEVATIONS ARE BASED ON MAIN FLOOR
LEVEL 0'-0" = CIVIL FINISH FLOOR ELEVATION, SEE CIVIL
OR F.F.E.

WHERE ENLARGED PLANS ARE PROVIDED, DETAILED

DIMENSIONS AND OTHER INFORMATION WILL BE FOUND ON THE
ENLARGED PLAN, UNLESS OTHERWISE INDICATED.

ALL STRUCTURAL STEEL EXPOSED TO VIEW WILL CONFORM TO
A.E.S.S. SPECIFICATIONS.

REFER TO A710 FOR EXTERIOR WALL, ROOF AND
FLOOR ASSEMBLIES.

CONTRACTOR TO COORDINATE REQUIREMENTS OF

EQUIPMENT WITH LOCATION OF ELECTRICAL, LIGHTING,
PLUMBING, MECHANICAL, AND FIRE PROTECTION ELEMENTS.

CONTRACTOR MUST VERIFY IN FIELD (VIF) ALL DIMENSIONS

AND CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE

ARCHITECT/ ENGINEER IN WRITING UPON DISCOVERY OF
ANY DISCREPANCIES.

LOCATE DOOR FRAMES 6" FROM FACE OF INSIDE CORNER OF

PARTITION UNLESS OTHERWISE DIMENSIONED , OR AS
REQUIRED TO COORDINATE WITH BUILDING INFRASTRUCTURE.
15 MIL VAPOR BARRIER TO BE PLACED UNDER THE BUILDING
SLAB ON GRADE.

REFER TO SHEET A750 FOR SITE DETAILS.

ALL FIBER AND CABLE PENETRATIONS THROUGH RATED WALLS
TO HAVE APPROVED ASSEMBLIES. VERIFY WITH AWS DE.

PURCHASE AND INSTALL ADHERED 48" TALL STAINLESS STEEL

CORNER GUARDS ABOVE THE WALL BASE, TIGHT TO THE WALL,
AT ALL OUTSIDE CORNERS.

PROVIDE ROOF DAVITS FOR FUTURE MAINTENANCE TIE-OFF.

G.C. SHALL COORDINATE EXACT INSTALL DIMENSIONS IN FIELD TO ENSURE DAVIT IS 8" ABOVE THE ROOF SURFACE AND
PROPERLY FLASHED.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING WALL, DOOR,

AND FIRE/SMOKE STOPPING CONSTRUCTION THROUGHOUT

THE BUILDING, WHICH MEETS THE REQUIREMENTS OF THE UL
LISTED ASSEMBLIES SPECIFIED. UPON COMPLETION OF THIS

CONSTRUCTION, THE FIRE PROTECTION CONTRACTOR WILL

PROVIDE FAN INTEGRITY TESTING IN COMPLIANCE WITH
NFPA-2001 AND THE REQUIREMENTS SET FORTH IN THE FIRE
SUPPRESSION DRAWINGS & OWNER'S NETWORK STANDARDS.

SHOULD A SPACE NOT MEET THE REQUIREMENTS OF THE

TESTING, THE CONTRACTOR, AT NO ADDITIONAL COST TO THE

OWNER, SHALL PROVIDE FOR ANY MODIFICATIONS REQUIRED

IN THE CONSTRUCTION (WHICH MEET THE SPECIFICATIONS

FOR THE PROJECT) TO ENSURE THE REQUIREMENTS OF THE
FAN INTEGRITY TEST ARE MET. ALL TESTING SHALL BE DONE IN THE PRESENCE OF THE OWNER.

CONTRACTOR TO COORDINATE REQUIREMENTS OF

EQUIPMENT WITH LOCATION OF ELECTRICAL, LIGHTING,
PLUMBING, MECHANICAL, AND FIRE PROTECTION ELEMENTS.

CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT THE

PAD LOCATIONS SHOWN ARE FULLY COORDINATED WITH THE

EQUIPMENT TO BE INSTALLED FOR LOCATION, SIZE,
PENETRATIONS, ETC. NOTIFY ARCHITECT / ENGINEER
IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.

REFER TO A901 DOOR SCHEDULE FOR DOOR & FRAME
FINISHES, AND THRESHOLD INFORMATION. ALL THRESHOLDS &

MATERIAL TRANSITIONS AT DOORS SHALL BE CENTERED
BELOW THE DOOR IN ITS CLOSED POSITION.

REFER TO LATEST GEOTECHNICAL REPORT FOR UNDER-SLAB
VAPOR BARRIER DETAIL AND EXTENTS.

TRUE
NORTH
DESIGNED:

ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT: PRELIMINARY THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR REGULATORY APPROVAL, PERMIT OR CONSTRUCTION PROJECT NO:

PDF PRINT DATE:

REV:

DRAWING:

SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:

PROJECT:

CIVIL ENGINEER

MECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/2/2024 10:03:37 AM
As indicated
0 HKS

DUTCH WICKES
(214) 969-5599
One Dallas Center
350 N. Saint Paul Street, Suite 100
Dallas, Texas 75201
26062 EDEN LANDING ROAD
HAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-4840
4637 Chabot Drive
Suite 300
Pleasanton, California 94588
PERMIT
09FEB2024
HKS

ESD GLOBAL

REY BERNARDINO
(312) 551-8612
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606

ESD GLOBAL

MIKE YOUNG
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
HKS

CLINT NASH
(214) 969-5599
One Dallas Center
350 N. Saint Paul Street, Suite 100
Dallas, Texas 75201

ESD GLOBAL

MICHAEL PARAS
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
HKS
25691.000

BUILDING B SHELL

ARCHITECTURAL CORE & SHELL OVERALL FLOOR
PLAN
A210
005
SKIDC v1.0

GUIDEPOST

JON JOLIBOIS
(415) 616-8822
315 Montgomery Street
10th Floor
San Francisco, California 94104

ESD GLOBAL

TODD GRIMES
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
1/8" = 1'-0" A210 1
ARCHITECTURAL CS LEVEL 01 OVERALL PLAN

KEYPLAN

OVERALL

SHEET KEYNOTE LEGEND

KEY KEYNOTE TEXT
116 STEEL STAIR AND ACCESS PLATFORMS ARE
BY DELEGATED DESIGN. REFER TO EXTERIOR

STAIR AND EQUIPMENT ACCESS PLATFORM

GENERAL NOTES ON THIS SHEET
162 TYP. NON REMOVABLE BOLLARD, SEE DETAIL
11/A750
MARK DATE DESCRIPTION 0 09FEB2024 PERMIT
ENGINEER ARCHITECT: :

GENERAL NOTES - ROOF PLAN
A.

CONTRACTOR MUST VERIFY IN FIELD (VIF) ALL DIMENSIONS

AND CONDITIONS PRIOR TO CONSTRUCTION, AND NOTIFY

THE ARCHITECT/ ENGINEER IN WRITING UPON DISCOVERY OF
ANY DISCREPANCIES.

REFER TO ENGINEERING DRAWINGS FOR FULL SCOPE OF
WORK.

ROOF CURBS FOR EQUIPMENT SHALL BE FURNISHED WITH
WEATHERPROOF CAPS.

COORDINATE ALL REQUIRED ROOF SCOPE w/ MEP TRADES,

INCLUDING BUT NOT LIMITED TO PLUMBING, VENTS, POWER
CONDUITS, ETC.

ALL PENETRATIONS (PIPING, VENTS, ETC.) CREATED IN THE
ROOF SHALL BE DETAILED IN ACCORDANCE w/ THE ROOFING

MANUFACTURER'S RECOMMENDATIONS & STANDARD
DETAILS, SHALL BE CONSISTENT w/ THE WARRANTY OF THE

ROOFING ASSEMBLY, AND SHALL NOT REDUCE OR VOID THE
WARRANTY IN ANY MANNER.

PROVIDE ROOF DAVITS FOR FUTURE MAINTENANCE TIE-OFF.

G.C. SHALL COORDINATE EXACT INSTALL DIMENSIONS IN
FIELD TO ENSURE DAVIT IS 8" ABOVE THE ROOF SURFACE
AND PROPERLY FLASHED.
1234567
ABCD

5.1 2
A500 3
A500
1 A500
20' - 0" 11' - 0" 47' - 8"
30' - 8" 32' - 0" 32' - 0" 31' - 0" 9' - 0" 25' - 8" 29' - 0" 189' - 4"
78' - 8"
202

SAFETY TIEBACK,
SEE 7/A761

SAFETY TIEBACK,
SEE 7/A761
202 202
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
A501 2
203 203 203
203
203 203
203 203 203 203 203 203
213
203 203
SLOPE 1/4" / 12" SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
203
203
8 A761
202
200 201 200 201 200 200 201
200 201 200 201 200 201 200 201 3
A601
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
11' - 6"
10' - 0"
14' - 6 1/2" 9' - 6 1/4"
3' - 0" 12' - 8"
2' - 2"
1' - 2"
11' - 1 1/2"
13' - 2"
3' - 0" 16' - 0" 2' - 4" 3' - 0"
153
153
153
153
203
203
CLR
7' - 0"
CLR
7' - 0"
CLR
7' - 0"
CLR
7' - 0"
153
4 A761
4 A761
4 A761
16' - 4 1/2" 22' - 7 1/2"
201

RESERVED SOLAR AREA FOR FUTURE USE
ROOF AREA: 14,894.22 SF
SOLAR AREA REQUIREMENT (15% ROOF AREA): 2,234.13 SF
AVAILABLE SOLAR AREA SPACE: 2,235 SF
ESTIMATED SOLAR ARRAY WEIGHT (5LB/SF): 447 LB
2,235 SF
15' - 8"
15' - 9 1/4" 15' - 9 1/4" 19' - 4 1/2"
185 185 185
185
8' - 3 1/2" 10' - 7 1/4" 3' - 0" 15' - 5 1/2" 3' - 0"
185
185
A750 1
3' - 0 3/4"

ROOF PLAN LEGEND

TAPERED ROOF INSULATION

RESERVED SOLAR AREA FOR

FUTURE USE
TRUE
NORTH
DESIGNED:

ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT: PRELIMINARY THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR REGULATORY APPROVAL, PERMIT OR CONSTRUCTION PROJECT NO:

PDF PRINT DATE:

REV:

DRAWING:

SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:

PROJECT:

CIVIL ENGINEER

MECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/2/2024 10:03:40 AM
As indicated
0 HKS

DUTCH WICKES
(214) 969-5599
One Dallas Center
350 N. Saint Paul Street, Suite 100
Dallas, Texas 75201
26062 EDEN LANDING ROAD
HAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-4840
4637 Chabot Drive
Suite 300
Pleasanton, California 94588
PERMIT
09FEB2024
HKS

ESD GLOBAL

REY BERNARDINO
(312) 551-8612
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606

ESD GLOBAL

MIKE YOUNG
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
HKS

CLINT NASH
(214) 969-5599
One Dallas Center
350 N. Saint Paul Street, Suite 100
Dallas, Texas 75201

ESD GLOBAL

MICHAEL PARAS
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
HKS
25691.000

BUILDING B SHELL

ARCHITECTURAL ROOF OVERALL PLAN
A290
006
SKIDC v1.0

GUIDEPOST

JON JOLIBOIS
(415) 616-8822
315 Montgomery Street
10th Floor
San Francisco, California 94104

ESD GLOBAL

TODD GRIMES
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
1/8" = 1'-0" A290 1

ARCHITECTURAL CS ROOF PLAN

KEYPLAN

OVERALL

SHEET KEYNOTE LEGEND

KEY KEYNOTE TEXT
153 PROVIDE ROOF PROTECTION WALKWAYS PADS 3' WIDE TYP,UON.

PROVIDE SADDLES WITH TAPERED INSULATION WHERE SHOWN
HATCHED. SEE TYPICAL DETAIL ON SHEET 3/A710.
185 PREMANUFACTURED CURB FOR FUTURE EQUIPMENT;
RE:MECHANICAL FOR DIMENSIONS AND LOCATIONS, GC TO

COORDINATE FINAL OPENINGS WITH EQUIPMENT
MANUFACTURER; PROVIDE CURB CAPS FOR ALL EQUIPMENT NOT
INSTALLED DURING INITIAL BUILD-OUT PHASE.
200 THRU-WALL SCUPPER TO CONDUCTOR HEAD AND DOWNSPOUT

ON EXTERIOR FACE OF BUILDING
201 OVERFLOW THROUGH WALL SCUPPER. LOCATE 1 FOOT TO SIDE OF CONDUCTOR HEAD AND 2 INCHES ABOVE INVERT OF MAIN

THROUGH WALL SCUPPER DRAINAGE
202 SINGLE PLY ROOFING MEMBRANE ON COVER BOARD, OVER R-20 POLYISO INSUL. OVER COVER BOARD ON STRL. MTL. DECK.FLASH AND SEAL ALL ROOF PENETRATIONS WATER TIGHT. RE: A710 FOR TYPICAL ROOF DETAILS. PENETRATIONS SHOULD HAVE MINIMUM
12" CLEARANCE ON ALL SIDES FROM WALLS, CURBS AND OTHER

PENETRATIONS
203 CRICKET GRAPHICALLY INDICATED TO PROPERLY SLOPE STORM

WATER TO THRU-WALL SCUPPERS AND GENERALLY CREATE

EQUAL STORM WATER DISTRIBUTION TO THE ROOF SCUPPERS
213 SLOPED ROOF RIDGE LINE.

MARK DATE DESCRIPTION 0 09FEB2024 PERMIT
ENGINEER ARCHITECT: :

LEVEL 01
0' - 0"
1 2 3 4 5 6 7

T/STL RIDGE
18' - 10 1/4"

TOP OF STRUCTURE
25' - 7"

5.1 6' - 8 3/4" 18' - 10 1/4"
30' - 8" 32' - 0" 32' - 0" 31' - 0" 9' - 0" 25' - 8" 29' - 0"

PREFINISHED METAL

COPING CAP, TYP
189' - 4"
25' - 7"
9' - 0"
1/2" X 1/2" SECURITY MESH
200 201 200 201 200 201 200 201
514
515
514 514 514 514 514
T1 T1
EQ 3' - 6" EQ
12' - 8" 12' - 11"
2' - 7"
4' - 0" 8' - 0" 8' - 0" 8' - 0" 6' - 8" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 4' - 0" 28' - 0" 30' - 8" 24' - 0" 24' - 0" 32' - 0" 24' - 0" 28' - 0" 515
3 A601
A750
6 1' - 4"
LEVEL 01
0' - 0"
7 6 5 4 3 2 1

T/STL RIDGE
18' - 10 1/4"

TOP OF STRUCTURE
25' - 7"

5.1 29' - 0" 25' - 8" 9' - 0" 31' - 0" 32' - 0" 32' - 0" 30' - 8"

01.111
A3 XSA0

PREFINISHED METAL

COPING CAP, TYP
189' - 4"
T1
514
515
T1
18' - 10 1/4" 6' - 8 3/4"
25' - 7"
514 514 514 514 514
28' - 10" 32' - 0" 23' - 6 1/2" 32' - 0" 24' - 0" 24' - 0" 26' - 3 1/2" 4' - 10" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" EQ 8' - 0" 8' - 0" EQ 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 2' - 3 1/2" 515 201 200 200 201 200 201 200 11' - 4"
3 A600 A601
8 A750
4 BUILDING NUMBER &

LOCATION TO BE

CONFIRMED BY
TENANT
201
LEVEL 01
0' - 0"

A B C D

T/STL RIDGE
18' - 10 1/4"

TOP OF STRUCTURE
25' - 7"
20' - 0" 11' - 0" 47' - 8"
2' - 1"

01.107A
A1 XSD0

01.107C
E1XCM0
18' - 10 1/4"

PREFINISHED METAL

COPING CAP, TYP
25' - 7"
78' - 8"
14' - 0"
9' - 0"
1/2" X 1/2" SECURITY MESH
514
T1
12' - 8" 12' - 11"
23' - 4" 32' - 0" 23' - 4"
EQ 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" EQ 514 514
515
514
515
1 A601
2 A601
LEVEL 01
0' - 0"

D C B A

T/STL RIDGE
18' - 10 1/4"

TOP OF STRUCTURE
25' - 7"
25' - 7"
47' - 8" 11' - 0" 20' - 0"

01.114A
C1 XDA0

PREFINISHED METAL

COPING CAP, TYP

01.113A
C1 XDA0
78' - 8"
9' - 0"
1/2" X 1/2" SECURITY MESH
6' - 8 3/4" 18' - 10 1/4"
T1

OPEN TO
BEYOND
514
23' - 4" 24' - 0" 31' - 4"
EQ 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" EQ 514 514 514 2' - 7"
515

CANE DETECTION RAIL
80" MIN.
527

GENERAL NOTES

1. 2.

3. 4.

5. 6.

7. 8.

9. ARCHITECTURAL ELEVATIONS ARE BASED ON MAIN FLOOR
LEVEL 0'-0" = CIVIL FINISH FLOOR ELEVATION, SEE CIVIL FOR FFE

ALL STRUCTURAL STEEL EXPOSED TO VIEW WILL CONFORM
TO A.E.S.S. SPECIFICATIONS.

REFER TO A710 FOR EXTERIOR WALL, ROOF ASSEMBLIES.

EXTERIOR WALLS ARE TILT-UP WALL ASSEMBLIES UNO

FOR ROUGH OPENING DIMENSIONS OF LOUVERS AND
HOLLOW METAL DOOR/ WINDOWS, REFER A901.

CONTRACTOR TO COORDINATE REQUIREMENTS OF

EQUIPMENT WITH LOCATION OF ELECTRICAL, LIGHTING,
PLUMBING, MECHANICAL, AND FIRE PROTECTION ELEMENTS.

CONTRACTOR MUST VERIFY IN FIELD (VIF) ALL DIMENSIONS

AND CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE

ARCHITECT/ ENGINEER IN WRITING UPON DISCOVERY OF ANY
DISCREPANCIES.

EXTERIOR CONCRETE WALLS ARE TO RECEIVE TEXTURED

PAINT OR CONCRETE SEALER TO MATCH EXISTING CAMPUS
BUILDINGS.

REFER TO PANEL JOINT DETAILS SHEET A710.

EXTERIOR FINISH LEGEND

TYPICAL OFF-WHITE FIELD COLOR EXTERIOR

TEXTURE ACRYLIC COATING
SW 7043 'WORDLY GRAY'
T1
T1 SW 7043 'WORDLY GRAY'
LEVEL 01
0' - 0"
A

T/STL RIDGE
18' - 10 1/4"

TOP OF STRUCTURE
25' - 7"
6' - 8 3/4" 18' - 10 1/4"

PREFINISHED METAL

COPING CAP, TYP
T1
14' - 3" 11' - 4"

FLAT SOFFIT EXTERIOR ALUMINIUM

INTERLOCKING DECKING
LEVEL 01
0' - 0"
5 T/STL RIDGE
18' - 10 1/4"

TOP OF STRUCTURE
25' - 7"
18' - 10 1/4" 6' - 8 3/4"
T1
3 A601

FLAT SOFFIT EXTERIOR ALUMINIUM

INTERLOCKING DECKING
12' - 0"
LEVEL 01
0' - 0"
A

T/STL RIDGE
18' - 10 1/4"

TOP OF STRUCTURE
25' - 7"
6' - 8 3/4" 18' - 10 1/4"

01.100
A1 XSA2

PREFINISHED METAL

COPING CAP, TYP
T1

FLAT SOFFIT EXTERIOR ALUMINIUM

INTERLOCKING DECKING
7 0' - 2"

BUILDING NUMBER & LOCATION
TO BE CONFIRMED BY TENANT.

REFER TO EXTERIOR BUILDING
SIGNAGE SCHEDULE A750
1/8" = 1'-0" A600
1 ARCHITECTURAL CS SOUTH ELEVATION
1/8" = 1'-0" A600
2 ARCHITECTURAL CS NORTH ELEVATION
1/8" = 1'-0" A600
3 ARCHITECTURAL CS WEST ELEVATION
1/8" = 1'-0" A600
4 ARCHITECTURAL CS EAST ELEVATION
DESIGNED:

ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE:

REV:

DRAWING:

SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:

PROJECT:

CIVIL ENGINEER

MECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/2/2024 10:03:46 AM
As indicated 0
HKS

DUTCH WICKES
(214) 969-5599
One Dallas Center
350 N. Saint Paul Street, Suite 100
Dallas, Texas 75201
26062 EDEN LANDING ROAD
HAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-4840
4637 Chabot Drive
Suite 300
Pleasanton, California 94588
PERMIT
09FEB2024
HKS

ESD GLOBAL

REY BERNARDINO
(312) 551-8612
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606

ESD GLOBAL

MIKE YOUNG
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
HKS

CLINT NASH
(214) 969-5599
One Dallas Center
350 N. Saint Paul Street, Suite 100
Dallas, Texas 75201

ESD GLOBAL

MICHAEL PARAS
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
HKS
25691.000

BUILDING B SHELL

ARCHITECTURAL EXTERIOR ELEVATIONS
A600
009
SKIDC v1.0

GUIDEPOST

JON JOLIBOIS
(415) 616-8822
315 Montgomery Street
10th Floor
San Francisco, California 94104

ESD GLOBAL

TODD GRIMES
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606

SHEET KEYNOTE LEGEND

KEY KEYNOTE TEXT
200 THRU-WALL SCUPPER TO CONDUCTOR HEAD AND

DOWNSPOUT ON EXTERIOR FACE OF BUILDING
201 OVERFLOW THROUGH WALL SCUPPER. LOCATE 1 FOOT TO
SIDE OF CONDUCTOR HEAD AND 2 INCHES ABOVE INVERT OF

MAIN THROUGH WALL SCUPPER DRAINAGE
514 CONCRETE PANEL CONTROL JOINT TYP, REF. 4/A710
515 CONCRETE PANEL REVEAL TYP, REF. 6/A710
527 WALL CUTOUTS TO BE COORDINATED WITH MEP.
1/8" = 1'-0" A600
5 ENTRY VESTIBULE WEST ELEVATION
1/8" = 1'-0" A600
6 ENTRY VESTIBULE NORTH ELEVATION
1/8" = 1'-0" A600
7 ENTRY VESTIBULE EAST ELEVATION
1" = 1'-0" A600
8 EXTERIOR SIGNAGE DETAIL

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT
ENGINEER ARCHITECT: :
1 AB
9' - 4"
M.O.
4' - 8" 23' - 4"
1' - 4"
M.O.
4' - 8" 4' - 0"
M.O.
3' - 4" 24' - 8"
M.O.
3' - 4"
0' - 8"
EW1 EW1
EW1

PRE-ENGINEERED

CANOPY ABOVE
M.O.
4' - 8" 9' - 4"
29' - 4"
201 200
3 C
2 4' - 0" 4' - 8"
M.O.
6' - 11 1/4"
6' - 0" 12' - 8" 4' - 8"
M.O.
10' - 8"
10' - 0"
104
A1E-006A
108
A1E-006A
EW1
EW1
52' - 8"
W2 W2
W2
W3 W2
W2 W2
W4 W4 W2
7' - 11 1/2" 7' - 2 1/4"
35' - 4"
0' - 7 1/4" 8' - 4 3/4" 0' - 7 1/4" 8' - 2 3/4" 5' - 4 3/4" 10' - 9
3/4"
A400 1
A400
3 A400 2
A400
4 1
A410
1 A500
2 A410
W2
W2
189 189
189
42' - 0" 9' - 4"
6' - 0" 28' - 0"
1 AB
6' - 0" 28' - 0"
42' - 0"
4 A620
A620
11 1
A500
203
203
SLOPE 1/4" / 12"
SLOPE 1/4" / 12"
200 201
3 C

PREFINISHED SHEET METAL COPING
2 PREFINISHED METAL COPING CAP, TYP.

PRE-ENGINEERED
CANOPY
42' - 0" 9' - 4" SLOPE 1/4"/12" 9
A620
9 A620

RESERVED SOLAR AREA FOR FUTURE USE
ROOF AREA: 1,490.67 SF
SOLAR AREA REQUIREMENT (15% ROOF AREA): 223.60 SF
AVAILABLE SOLAR AREA SPACE: 250 SF
ESTIMATED SOLAR ARRAY WEIGHT (5LB/SF): 50 LB
250 SF
185

GENERAL NOTES - FLOOR PLAN

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

REFER TO GENERAL NOTES ON A001
REFER TO A010 FOR FIRE RATING AND LIFE SAFETY
INFORMATION.

ALL DIMENSIONS ARE TO FACE OF STRUCTURE, UOI
REFER TO A600 FOR EXTERIOR WALL ASSEMBLIES
REFER TO A600 FOR ROOF & FLOOR ASSEMBLIES

ALL SPOT ELEVATIONS ARE TO TOP OF ROOFING MEMBRANE
OR TOP OF PARAPET COPING UOI.

CONTRACTORS TO COORDINATE REQUIREMETS OF

EQUIPMENT WITH LOCATION OF ELECTRICAL, LIGHTING,
PLUMBING, MECHANICAL, AND FIRE PROTECTION ELEMENTS.

CONTRACTOR TO VERIFY IN FIELD ALL DIMENSIONS AND

CONDITIONS PRIOR TO CONSTRUCTION
'PT01' IS TYPICAL PAINT FINISH FOR ALL SPACES. 'P3' TO BE

APPLIED UNLESS OTHERWISE NOTED ON PLANS FOLLOW

FINISH SHEDULE PER FINISH LEGEND

REFER TO LATEST GEOTECHNICAL REPORT FOR UNDER-SLAB
VAPOR BARRIER DETAIL AND EXTENTS.
1HR FIRE BARRIER

FLOOR PLAN LEGEND

01.546.A
C1 NSE1

DOOR NUMBER

DOOR HARDWARE SET NUMBER

DOOR ELEVATION
1 A6B PARTITION TAG
E1 WINDOW TAG
CMU

GENERAL NOTES - ROOF PLAN
A.

CONTRACTOR MUST VERIFY IN FIELD (VIF) ALL DIMENSIONS

AND CONDITIONS PRIOR TO CONSTRUCTION, AND NOTIFY

THE ARCHITECT/ ENGINEER IN WRITING UPON DISCOVERY OF
ANY DISCREPANCIES.

REFER TO ENGINEERING DRAWINGS FOR FULL SCOPE OF
WORK.

ROOF CURBS FOR EQUIPMENT SHALL BE FURNISHED WITH
WEATHERPROOF CAPS.

COORDINATE ALL REQUIRED ROOF SCOPE w/ MEP TRADES,

INCLUDING BUT NOT LIMITED TO PLUMBING, VENTS, POWER
CONDUITS, ETC.

ALL PENETRATIONS (PIPING, VENTS, ETC.) CREATED IN THE
ROOF SHALL BE DETAILED IN ACCORDANCE w/ THE ROOFING

MANUFACTURER'S RECOMMENDATIONS & STANDARD
DETAILS, SHALL BE CONSISTENT w/ THE WARRANTY OF THE

ROOFING ASSEMBLY, AND SHALL NOT REDUCE OR VOID THE
WARRANTY IN ANY MANNER.

PROVIDE ROOF DAVITS FOR FUTURE MAINTENANCE TIE-OFF.

G.C. SHALL COORDINATE EXACT INSTALL DIMENSIONS IN
FIELD TO ENSURE DAVIT IS 8" ABOVE THE ROOF SURFACE
AND PROPERLY FLASHED.

ROOF PLAN LEGEND

TAPERED ROOF INSULATION

RESERVED SOLAR AREA FOR

FUTURE USE
TRUE
NORTH
DESIGNED:

ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT: PRELIMINARY THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR REGULATORY APPROVAL, PERMIT OR CONSTRUCTION PROJECT NO:

PDF PRINT DATE:

REV:

DRAWING:

SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:

PROJECT:

CIVIL ENGINEER

MECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/2/2024 10:17:36 AM
As indicated
0 HKS

DUTCH WICKES
(214) 969-5599
One Dallas Center
350N. Saint Paul Street, Suite 100
Dallas, Texas 75201
26062 EDEN LANDING ROAD
HAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-4840
4637 Chabot Drive
Suite 300
Pleasanton, California 94588
PERMIT
09FEB2024
HKS

ESD GLOBAL

REY BERNARDINO
(312) 551-8612
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606

ESD GLOBAL

MIKE YOUNG
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
HKS

CLINT NASH
(214) 969-5599
One Dallas Center
350N. Saint Paul Street, Suite 100
Dallas, Texas 75201

ESD GLOBAL

MICHAEL PARAS
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
HKS
25691.000

BUILDING C SHELL

ARCHITECTURAL CORE & SHELL OVERALL FLOOR
PLAN
A200
OPTDC vX.X

GUIDEPOST

JON JOLIBOIS
(415) 616-8822
315 Montgomery Street
10th Floor
San Francisco, California 94104

ESD GLOBAL

TODD GRIMES
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
1/4" = 1'-0" A200 1

ARCHITECTURAL FLOOR PLAN
1/4" = 1'-0" A200 2

ARCHITECTURAL ROOF PLAN

KEYNOTE LEGEND
Key
Value Keynote Text
185 PREMANUFACTURED CURB FOR FUTURE EQUIPMENT;
RE:MECHANICAL FOR DIMENSIONS AND LOCATIONS, GC TO

COORDINATE FINAL OPENINGS WITH EQUIPMENT
MANUFACTURER; PROVIDE CURB CAPS FOR ALL EQUIPMENT
NOT INSTALLED DURING INITIAL BUILD-OUT PHASE.
189 FURRING WALL TO BE CONSTRUCTED IN TI PHASE
200 THRU-WALL SCUPPER TO CONDUCTOR HEAD AND DOWNSPOUT

ON EXTERIOR FACE OF BUILDING
201 OVERFLOW THROUGH WALL SCUPPER. LOCATE 1 FOOT TO SIDE OF CONDUCTOR HEAD AND 2 INCHES ABOVE INVERT OF MAIN

THROUGH WALL SCUPPER DRAINAGE
203 CRICKET GRAPHICALLY INDICATED TO PROPERLY SLOPE

STORM WATER TO THRU-WALL SCUPPERS AND GENERALLY

CREATE EQUAL STORM WATER DISTRIBUTION TO THE ROOF

SCUPPERS
MARK DATE DESCRIPTION 0 09FEB2024 PERMIT
ENGINEER ARCHITECT: :

LEVEL 01
0' - 0"
B A

BOTTOM OF DECK
13' - 6"

TOP OF MASONRY
18' - 0"
17' - 4" 8"
PREFINISHED METAL COPING CAP, TYP.
6' - 0" 28' - 0"
200
C
EW1
10' - 8" 16' - 0" 8' - 8" CONTROL JOINT CONTROL JOINT
3' - 4"
T1
LEVEL 01
0' - 0"
A B

BOTTOM OF DECK
13' - 6"

TOP OF MASONRY
18' - 0"
17' - 4" 8"

PREFINISHED METAL
COPING CAP, TYP.
10' - 0" CLEAR
28' - 0" 6' - 0"
200
C

PRE-ENGINEERED CANOPY
EW1
9' - 4" 11' - 4" 8' - 8" 6' - 0 1/2" CONTROL JOINT CONTROL JOINT 3' - 4"
7' - 3 1/4"

OPEN TO BEYOND
T1
LEVEL 01
0' - 0"
1 EW1 EW1

BOTTOM OF DECK
13' - 6"

TOP OF MASONRY
18' - 0"
8" 17' - 4"
A620
1 200 201
1 A500
3 2
PREFINISHED METAL COPING CAP, TYP.
9' - 4" 42' - 0"
3' - 4"
7' - 4" 18' - 8" 19' - 4" 7' - 4" CONTROL JOINT CONTROL JOINT CONTROL JOINT 5' - 9 3/4" 2' - 0"
T1
LEVEL 01
0' - 0"
1 EW1

BOTTOM OF DECK
13' - 6"

TOP OF MASONRY
18' - 0"
17' - 4" 8"
PREFINISHED METAL COPING CAP, TYP.

PRE-ENGINEERED CANOPY
2 A500
2 3
3' - 4"
42' - 0" 9' - 4"
10' - 0" CLEAR
104
A1E-006A
108
A1E-006A
16' - 8" 19' - 4" 16' - 8" CONTROL JOINT CONTROL JOINT 7' - 4 1/2" T1
CANOPY

DOWNSPOUT

GENERAL NOTES

1. CHAMFER ALL EXPOSED CONCRETE EDGES.

2. LINE OF FOOTINGS / FOUNDATIONS SHOWN (DASHED) ARE
FOR REFERENCE ONLY. REFER TO STRUCTURAL FOR
FOOTING / FOUNDATION ELEVATIONS, SIZES AND DETAILS.

3. ALL EXPOSED METAL TO BE PAINTED, UON, TYP.

LEGEND
GLASS
EW1 WINDOW
L2 LOUVER

GROUND FACE STRUCTURAL CMU WITH CLEAR

ACRYLIC SEALANT

TRENDSTONE - OREO CREAM MIDWEST
T1

TRENDSTONE GROUND FACE

CMU - 'OREO CREAM'
T1 DESIGNED:

ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE:

REV:

DRAWING:

SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:

PROJECT:

CIVIL ENGINEER

MECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
2/2/2024 10:17:38 AM
As indicated 0
HKS

DUTCH WICKES
(214) 969-5599
One Dallas Center
350N. Saint Paul Street, Suite 100
Dallas, Texas 75201
26062 EDEN LANDING ROAD
HAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-4840
4637 Chabot Drive
Suite 300
Pleasanton, California 94588
PERMIT
09FEB2024
HKS

ESD GLOBAL

REY BERNARDINO
(312) 551-8612
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606

ESD GLOBAL

MIKE YOUNG
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
HKS

CLINT NASH
(214) 969-5599
One Dallas Center
350N. Saint Paul Street, Suite 100
Dallas, Texas 75201

ESD GLOBAL

MICHAEL PARAS
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
HKS
25691.000

BUILDING C SHELL

ARCHITECTURAL EXTERIOR ELEVATIONS
A400
OPTDC vX.X

GUIDEPOST

JON JOLIBOIS
(415) 616-8822
315 Montgomery Street
10th Floor
San Francisco, California 94104

ESD GLOBAL

TODD GRIMES
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
1/4" = 1'-0" A400
3 BUILDING ELEVATION- EAST
1/4" = 1'-0" A400
4 BUILDING ELEVATION- WEST
1/4" = 1'-0" A400
1 BUILDING ELEVATION- NORTH
1/4" = 1'-0" A400
2 BUILDING ELEVATION- SOUTH

KEYNOTE LEGEND
Key Value Keynote Text
200 THRU-WALL SCUPPER TO CONDUCTOR HEAD AND DOWNSPOUT

ON EXTERIOR FACE OF BUILDING
201 OVERFLOW THROUGH WALL SCUPPER. LOCATE 1 FOOT TO SIDE OF CONDUCTOR HEAD AND 2 INCHES ABOVE INVERT OF MAIN

THROUGH WALL SCUPPER DRAINAGE

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT
ENGINEER ARCHITECT: :

HAYWARD INDUSTRIAL DESIGN GUIDELINES -

BUILDING DESIGN

1. Desirable massing on street facing building elevations includes variation in wall plane, variation in wall height, and roofs located at different levels in order to minimize the overall appearance of the elevation. In general,
building wall planes visible from a public street should not continue for more than 50-feet without a change in
building wall plane direction of 2-feet or more.

2. Design massing elements to be properly scaled and in proportion to one another in order to provide a balance between horizontal and vertical emphasis.

3. Organize street facing building massing so as to
emphasize interior uses of a building, such as the primary entry, building corners, or office space, through the use of varying roof height, windows, variation in materials, and other design treatments.

4. Provide articulation and detailing on all elevations of a building and include elements such as recesses,
columns, score lines, reveals, trellises, windows, lighting, or other features to create shadow patterns and depth on building elevations. Reuse of existing buildings may also include wall art or sculptural art elements.

5. Minimize blank wall planes on all elevations through the use of wall plane variation, trim or reveals, entry and
window openings, and/or varying colors and materials.

MASSING & ARTICULATION

6. Use window and door type, proportion, and colors and materials to complement the overall architectural style of the building.

7. Place windows on building elevations, such as clerestory windows, to allow for natural daylighting to occur within interior work areas and to break up massing and add
articulation to a building. WINDOWS & DOORS

8. Select building colors and materials to reinforce building design, detailing, and architectural form in order to
achieve harmony and continuity of the overall design.

9. Utilize accent colors for trim, windows, doors, and other key architectural elements, such as primary building
entries, to add visual interest to a building. 10. Apply materials in a manner that corresponds to variation in building massing. Wrap outside corners to avoid a tacked-on appearance

11. Use durable and high quality materials on building
exteriors, especially in areas near ground level.

COLORS AND MATERIALS
1 3
2 4
4 6
8 8
9 9
10 HAYWARD INDUSTRIAL DESIGN GUIDELINES -

BUILDING DESIGN

2. Design massing elements to be properly scaled and in proportion to one another in order to provide a balance between horizontal and vertical emphasis.

5. Minimize blank wall planes on all elevations through the use of wall plane variation, trim or reveals, entry and
window openings, and/or varying colors and materials.

MASSING & ARTICULATION

6. Use window and door type, proportion, and colors and materials to complement the overall architectural style of the building.

8. Select building colors and materials to reinforce building design, detailing, and architectural form in order to
achieve harmony and continuity of the overall design.

11. Use durable and high quality materials on building
exteriors, especially in areas near ground level.

COLORS AND MATERIALS
1 3
4 5
8 9
10 2
LEVEL 01
0' - 0"

01.896A
A1 XSA1

01.995
C5 XDA0
MP2MP4
MP3 MP2 MP3 MP4
MP2
E3

3.5 LEVEL 01
0' - 0"

PENTHOUSE
93' - 2"
LEVEL 02
30' - 0"
LEVEL 03
60' - 0"
L3 L3 L3 L3
L3
L3
L1B L1B L1BL1B L1B L1B
L3 L3
L1AL1A L1B L1B
L1B L1B
L3 L3
6' - 10" 6' - 0"

0.8 0.9 1 1.1 2 2.6 3 3.2 4 5 6 7 8 9 10 11 12 13 14 15 15.9 16 1' - 5" 24' - 3" 1' - 5" 20' - 7" 17' - 8" 13' - 9" 6' - 2" 10' - 5 3/4" 14' - 9 1/4" 34' - 1" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 26' - 0" 34' - 5" 34' - 1" 32' - 6" 1' - 5" L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1B L1A L1A
L1B L1A L1A L1B L1A L1A
L1A L1B L1A L1A
L1B L1A L1A
L1A L1B L1A
L1A L1AL1A
MP1
25 02
8' - 0"
26 26
02 02 02

01.915C
A1 XSD0

01.820C
A1 XSA1

01.815B
A1 XSE0

01.417B
A1 XSA0
MP2MP4MP3
MP2MP3MP4
MP4
MP3

3.5 L3 L3 L3 L3
LEVEL 01
0' - 0"

E D C B A

01.194A
A1 XSA1

01.164D
C1 XDA0

01.110A
A1 XSA1
MP1
MP1
MP2 MP2
MP3
MP4 MP4
LEVEL 01
0' - 0"

A B C D E

01.940
A5 XSA2

01.985A
C5 XDA0
MP4
MP4
MP1
MP1 MP1 MP1 MP1
MP3
MP2
02 02
LEVEL 01
0' - 0"
LEVEL 02
30' - 0"
LEVEL 03
60' - 0"

0.9 0.8

LINE OF WEST ELEVATION (SHADED)
1' - 5"
CANOPY
MP1EXTERIOR FINISH LEGENDMP2MP3MP4
EXTERIOR FINISH LEGEND:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
NOT EXHIBITING THIS SEAL.

ENGINEER:

PROJECT ADDRESS

SEAL/SIGNATURE

PROJECT DELIVERY PACKAGE
ARCHITECT:

PRELIMINARY

THESE DOCUMENTS ARE INCOMPLETE AND NOT FOR

REGULATORY APPROVAL, PERMIT OR CONSTRUCTION
PROJECT NO:

PDF PRINT DATE: REV: DRAWING: SCALE: AGILE No:

ARCHITECT
E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

THIS DRAWING/DOCUMENT AND ALL DESIGNS, DETAILS,

INVENTIONS OR DEVELOPMENTS COVERED OR DERIVED

THEREBY ARE CONFIDENTIAL AND THE EXCLUSIVE PROPERTY

OF THE OWNER (OR ITS AFFILIATES), WHICH RESERVE ALL
RIGHTS IN THIS DRAWING/DOCUMENT. COPYING,

REPRODUCTION, DUPLICATION, OR DISTRIBUTION TO A THIRD

PARTY, IN WHOLE OR IN PART, IS FORBIDDEN UNLESS
EXPRESSLY AUTHORIZED IN WRITING.

TITLE:PROJECT:CIVIL ENGINEERMECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

KIMLEY HORN

ANTHONY VERA
(925) 398-48404637 Chabot DriveSuite 300Pleasanton, California 94588 PERMIT
09FEB2024

BUILDING A SHELL

MARK DATE DESCRIPTION
0 09FEB2024 PERMIT
11 76 76
108' - 2"
T.O. PENTHOUSE
108' - 2"
T.O. PENTHOUSE
LEVEL 01
0' - 0"

PENTHOUSE
93' - 2"
LEVEL 02
30' - 0"
LEVEL 03
60' - 0"
LEVEL 03 CSH
78' - 9 1/2"
14' - 4 1/2" 18' - 9 1/2" 30' - 0" 30' - 0"
2 B6A
2 2.6
2 B6A
ELEV #1

01.836
ELEV #1

02.836
ELEV #1

03.836
ELEV #1

04.836
111' - 10 7/16"
13' - 8 1/2" 33' - 2" 30' - 0" 30' - 0" 5' - 0"

PRESENT OVERHEAD

HEIGHT CAN
ACCOMMODATE 9'

HIGH ELEVATOR CAB
A501
11 15' - 0"
F.3
F.52
A501

FINISH WALL TO FINISH WALL
8' - 7"
STAIR #1

02.820
2 B6A
B6A 2
2 B6A
B6A 2
2 2.6
DN

LANDING
4' - 9
" 9 EQUAL TREADS @11"= 8' - 3"

LANDING
5' - 9"
0' - 2"

B/W STRINGER
3' - 8"
0' - 2" 0' - 2"
0' - 4"

B/W STRINGER
3' - 8"
0' - 2"
UP

LANDING
5' - 8" 9 EQUAL TREADS @11"= 8' - 3"

LANDING
4' - 10 1/2"
F.3
F.52
A501

FINISH WALL TO FINISH WALL
8' - 7"
STAIR #1

03.820
2 2.6

03.820
A4NSM0
2 B6A
B6A 2
2 B6A
B6A 2
DN
0' - 2"

B/W STRINGER
3' - 8"
0' - 2"
0' - 4"
0' - 2"

B/W STRINGER
3' - 8"
0' - 2"

LANDING
4' - 9" 11 EQUAL TREADS @ 11" = 10' - 1"

LANDING
3' - 10"
UP

LANDING
9' - 5 1/2"
5 EQUAL TREADS @ 11" = 14' - 7"

LANDING
4' - 9"
LEVEL 01
0' - 0"

BO ROOF DECK AT RIDGE
92' - 6"

PENTHOUSE
93' - 2"
LEVEL 01 CSH
18' - 9 1/2"
LEVEL 02
30' - 0"
LEVEL 02 CSH
48' - 9 1/2"
LEVEL 03
60' - 0"
LEVEL 03 CSH
78' - 9 1/2"
13' - 8 1/4 " 0' - 8" 13' - 8 1/2" 18' - 9 1/2" 11' - 2 1/2" 18' - 9 1/2" 11' - 2 1/2" 18' - 9 1/2"

PRE-ENGINEERED AND

PREFABRICATED

CONCRETE FILLED

STEEL STAIR

ASSEMBLY WITH

CHANNEL STRINGERS

AND RAILING SYSTEM

TO BE PAINTED
9 EQUAL RISER
5' - 2 3/4"
12 EQUAL RISER
6' - 11 3/4"
12 EQUAL RISER
6' - 11 3/4"
12 EQUAL RISER
6' - 11 3/4"
12 EQUAL RISER
6' - 11 3/4" 3' - 5 1/2"
11 EQUAL RISER
6' - 11"
11 EQUAL RISER
6' - 11"
12 EQUAL RISER
6' - 11"
10 EQUAL RISER
5' - 9 1/4" 5' - 2 1/4"
11 EQUAL RISER
6' - 4 1/4"
11 EQUAL RISER
6' - 4 1/4"
11 EQUAL RISER
6' - 4 1/4"
10 EQUAL RISER
5' - 9 1/4"
6 EQUAL
RISER

03.820
A4NSM0

04.820
A4NSM0
2 2.6

01.820A
A4NSM0
9 EQUAL
RISER
STAIR #1

01.820
STAIR #1

02.820
STAIR #1

03.820
STAIR #1

04.820

02.820A
A4NSM0 2' - 5 3/8"
15' - 0"
1 A501 F
10' - 5"
2 B6A 2 B6A
ELEV #1

02.836
10' - 1 1/4"

2.6 F.3
F.52
A501

FINISH WALL TO FINISH WALL
8' - 7"
STAIR #1

01.820
2 B6A
B6A 2
B6A 2
2 B6A
2 2.6
DN
UP
0' - 2"

B/W STRINGER
3' - 8"
0' - 2"
0' - 4"
0' - 2"

B/W STRINGER
3' - 8"
0' - 2"

LANDING
5' - 8" 11 EQUAL TREADS @11"= 10' - 1"

LANDING
3' - 10"

LANDING
4' - 9 1/2" 9' - 2"

LANDING
4' - 8 1/2"
F.3
F.52
A501
0' - 2"

B/W STRINGER
3' - 8"
0' - 2"
0' - 4" 0' - 2"

B/W STRINGER
3' - 8"
0' - 2"

FINISH WALL TO FINISH WALL
8' - 7"
STAIR #1

01.820

01.820A
A4NSM0
2 B6A
B6A 2
2 B6A
B6A 2
2 2.6

LANDING
6' - 8 1/2" 9 EQUAL TREADS @11"= 8' - 3"

LANDING
3' - 11 1/2"

LANDING
4' - 11" 11 EQUAL TREADS @11"=10' - 1"

LANDING
4' - 10"
UP
1 A501 F
ELEV #1

01.836
3' - 2 1/2" 4' - 0" 3' - 2 1/2"
2 B6A
B6A 2
2 B6A
10' - 1 1/4"

2.6 B6A 2
1 A501 F
3' - 2 1/2" 4' - 0" 3' - 2 1/2"
10' - 1 1/4" 2 B6A 2 B6A
ELEV #1

03.836

2.6 F
3' - 9 1/4" 4' - 0" 2' - 7 3/4"
2 B6A 2 B6A

2.6 ELEV#1

04.836
F.3
F.52
A501
2 2.6
STAIR #1

04.820

FINISH WALL TO FINISH WALL
8' - 7"
1 A6Α
1 A6Α

04.820
A4NSM0
DN
0' - 2"

B/W STRINGER
3' - 8"
0' - 2" 0' - 2"
0' - 4"

B/W STRINGER
3' - 8"
0' - 2"
0' - 1 1/2"
8' - 4"
0' - 1 1/2"

LANDING
4' - 9" 8 EQUAL TREADS @11"= 7' - 4"

LANDING
6' -
9"

LANDING
3' - 10" 11 EQUAL TREADS @11"= 10' - 1"

LANDING
4' - 7"
+1" +1"
+1"
0"

SUMP GRATE

PIT LIGHT

PIT STOP SWITCH

PIT LIGHTS SWITCH
PIT LADDER (MF32)

GUIDE RAIL

PIPING TO OIL

SEPARATOR FOR

HYDRAULIC ELEVATOR

PIT LIGHT

CONVENIENCE GFI

OUTLET MOUNTED
MIN 12" ABOVE AND
18" AWAY FROM SUMP
SLOPE 1/8"/12"
SLOPE 1/8"/12"
SLOPE 1/8"/12"
2' X 2' X 2' SUMP
10' - 1 1/4"
10' - 5"
1 A501 F

2.6 5"
PIT LADDER REF-17/A721

ELEVATOR SILL SUPPORT
ANGLE

FLOOR SLAB

WATERSTOP TYPICAL AT

EACH BELOW GRADE

CONSTRUCTION JOINT

SHEET WATERPROOFING

MEMBRANE

PIT SLAB DESIGN PER
ASME A17.1 PARAGRAPH

2.1.2.3 REF TO SECTION

PIT DEPTH
CONT 1" WIDE

TERMINATION BAR SEAL

TOP WITH LIQUID

MEMBRANE
1" SLOPE TO SUMP

MUD SLAB

PRE-APPLIED

WATERPROOFING

MEMBRANE
DESIGNED:

ISSUE DATE:

THE LICENSED PROFESSIONAL SEAL AFFIXED TO THIS SHEET

APPLIES ONLY TO THE MATERIAL AND ITEMS SHOWN ON THIS
SHEET. ALL DRAWINGS, INSTRUMENTS OR OTHER

DOCUMENTS NOT EXHIBITING THIS SEAL SHALL NOT BE

CONSIDERED PREPARED BY THIS PROFESSIONAL, AND THIS

PROFESSIONAL EXPRESSLY DISCLAIMS ANY AND ALL

RESPONSIBILITY FOR SUCH PLAN, DRAWINGS OR DOCUMENTS
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E1

STRUCTURAL ENGINEER
CONFIDENTIAL INFORMATION.

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TITLE:

PROJECT:

CIVIL ENGINEER

MECHANICAL ENGINEER ELECTRICAL ENGINEER

CONFIDENTIAL
BOD VERSION:

FIRE PROTECTION ENGINEER

TELECOM ENGINEER SECURITY ENGINEER
12/20/2023 3:44:44 PM
As indicated
C
HKS

DUTCH WICKES
(214) 969-5599
One Dallas Center
350 N. Saint Paul Street, Suite 100
Dallas, Texas 75201
26062 EDEN LANDING ROAD
HAYWARD, CA 94545

KIMLEY HORN

ANTHONY VERA
(925) 398-4840
4637 Chabot Drive
Suite 300
Pleasanton, California 94588
90% DESIGN REVIEW
15DEC2023

HKS HKS

ESD GLOBAL

ADAM BRENDAMOUR
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606

ESD GLOBAL

MIKE YOUNG
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
HKS

CLINT NASH
(214) 969-5599
One Dallas Center
350 N. Saint Paul Street, Suite 100
Dallas, Texas 75201

ESD GLOBAL

MICHAEL PARAS
(312) 372-1200
233 South Wacker Drive
Suite 5300 chicago,
Illinois 60606

BUILDING A SHELL

ARCHITECTURAL ELEVATOR & STAIR PLANS &

SECTIONS
A501
48 OPTDCv2.1

GUIDEPOST

JON JOLIBOIS
(415) 616-8822
315 Montgomery Street
10th Floor
San Francisco, California 94104

ESD GLOBAL

TODD GRIMES
(312) 372-1200
233 South Wacker Drive
Suite 5300
Chicago, Illinois 60606
3/16" = 1'-0" A501 1
SECTION - ELEVATOR #1
1/4" = 1'-0" A501 8
ENLARGED PLAN - STAIR #1 - LEVEL 02
1/4" = 1'-0" A501 6
ENLARGED PLAN - STAIR #1 - LEVEL 03
3/16" = 1'-0" A501 2
SECTION - STAIR #1
1/4" = 1'-0" A501 7
ENLARGED PLAN - ELEVATOR #1 - LEVEL 02
1/4" = 1'-0" A501
10 ENLARGED PLAN - STAIR #1 - TYPICAL CSH
1/4" = 1'-0" A501
13 ENLARGED PLAN - STAIR #1 - LEVEL 01
1/4" = 1'-0" A501 9
ENLARGED PLAN - ELEVATOR #1 - LEVEL 01
1/4" = 1'-0" A501 5
ENLARGED PLAN - ELEVATOR #1 - LEVEL 03
1/4" = 1'-0" A501 3
ENLARGED PLAN - ELEVATOR #1 - PENTHOUSE
1/4" = 1'-0" A501 4
ENLARGED PLAN - STAIR #1 - PENTHOUSE
1/4" = 1'-0" A501
12 ENLARGED PLAN - ELEVATOR #1 - PIT PLAN
1/2" = 1'-0" A501
11 PIT SECTION WITH SHEET WATERPROOFING
MARK DATE DESCRIPTION A 09AUG2023 30% REVIEW B 03NOV2023 60% REVIEW C 15DEC2023 90% REVIEW ARCHITECT: HKS
BUILDING A 105,750 SF ROOMS
GEN YARD 55,150 SF DATA HALL + DAHU
TOTAL 160,900 SF ELECTRIC ROOMS

OFFICE/LOBBY

STORAGE
LEVEL 01 105,750 SF STAIRS +LIFT WELL+SHAFTS
LEVEL 02 105,750 SF
LEVEL 03 98,960 SF
TOTAL 310,460 SF
GEN YARD 55,150 SF
TOTAL(DH + GEN. YARD) 365,610 SF
BUILDING B 15,254 SF
BUILDING C 15,254 SF
BUILDING C 1,605 SF
BUILDING C 1,605 SF
Landscaped Area 165,557 SF
Total Open Space 68,945 SF
Substation SVY03S1 Area 23,210 SF
Switching Station 25,800 SF
Lot Coverage 500,287 SF
SITE
SVY03C

TOTAL FOOTPRINT
GFA
SVY03A

TOTAL FOOTPRINT
GFA
GFA
SVY03B

TOTAL FOOTPRINT
Parking Requirements
57 Spaces
6 ADA
Total 63 Spaces
Bike Requirements
Long Term 3 EA
Short Term 2 EA
Total 5 Total
LEVEL 01 LEVEL 02 LEVEL 03 PENTHOUSE TOTAL
69,278 65,809 62,519 0 197,606 SF
16,776 16,776 16,772 0 50,324 SF
13,100 14,379 7,261 0 34,740 SF
2,423 1,070 1,183 0 4,676 SF
4,148 7,691 11,215 884 23,938 SF
105,725 105,725 98,950 884 311,284
SVY03A AREA BREAKDOWN

Council Economic Development CommitteeJune 3, 2024

Council Economic Development Committee
June 3, 2024