Equipment Maintenance Bldg. - City of Berkeley

REVISIONS

SHEET TITLE

N&T JOB NUMBER

ISSUE DATE

729 Heinz AvenueBerkeley, CA 94710

tel 510.542.2200fax 510.542.2201

SEAL

APPROVALS

PROJECT TITLE

SHEET NUMBER

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EquipmentMaintenance

Bldg.Improvements

COVER SHEET

1326 Allston Way Berkeley, CA94702

City of Berkeley

21940

3/9/20

A0.01

BID SET

PERMIT SET - REV 01 - 10/28/19

EquipmentMaintenance Bldg.

Improvements1326 Allston Way Berkeley, CA 94702

City of Berkeley

Client

City of Berkeley

Public Works Department

1947 Center Street

Tel: 510.981.6300

Architect

Noll & Tam Architects

729 Heinz Ave

Berkeley, CA 94710

Tel: 510.542.2200

Fax: 510.542.2201

PROJECT DESCRIPTION

PROJECT TITLE: EQUIPMENT MAINTENANCE BUILDING IMPROVEMENTS AT CITY OF BERKELEY CORP YARD

PROJECT LOCATION: 1326 ALLSTON WAY, BERKELEY, CA, 94702

PROJECT SIZE: 13,344 SF, TWO-STORY, 35 FT HEIGHT EXISTING BUILDING

PROJECT SCOPE: ELECTRICAL EQUIPMENT UPGRADE/REPLACEMENT AND STRUCTURAL REINFORCEMENT TO ROOF STRUCTURE TO SUPPORT EXISTING PHOTOVOLTAIC ROOF PANELS AT EXISTING CORP YARD EQUIPMENT MAINTENANCE BUILDING.

CONSTRUCTION TYPE: III-B

OCCUPANCY CLASS: S-1

FIRE PROTECTION: NON-SPRINKELERED, NO FIRE ALARM, NOT REQQUIRED BY CODE (SEE CODE SUMMARY SHEET ON A2.31)

SHEET INDEX

ARCHITECTURE

A0.01 COVER SHEET

A2.01 SITE PLAN

A2.31 FLOOR PLAN

STRUCTURAL

S1.1 GENERAL NOTES AND TYPICAL DETAILS

S2.1 PARTIAL ROOF FRAMING PLAN AND DETAILS

ELECTRICAL

E0.01 SYMBOL LIST, GENERAL NOTES AND SHEET INDEX

E0.02 TITLE 24 COMPLIANCE FORMS

E1.01 OVERALL SITE PLAN

E1.01 - D DEMOLITION FLOOR PLANS

E2.01 FLOOR PLANS

E3.01 SINGLE LINE DIAGRAM AND PANEL SCHEDULES

E4.01 SCHEDULES AND DETAILS

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No. C-14064

# DATE DESCRIPTION

CONTEXT MAP

PROJECT SITE

Electrical

Interface Engineering

135 Main Street Suite 400

San Francisco, CA94105

Tel: 415.489.7240

Fax: 415.489.7289

Structural

IDA Structural Engineers

1630 Telegraph Avenue

Suite 300

Oakland CA 94612-2114

Tel: 510.834.1629

APPLICABLE CODES INCLUDE:

2016 CALIFORNIA BUILDING CODE, 2016 CALIFORNIA ELECTRICAL CODE (BASED ON 2014 NEC), 2016 CALIFORNIA GREEN BUILDING STANDARDS, 2016 CALIFORNIA ENERGY CODE, 2016 CALIFORNIA EXISTING BUILDING CODE

CONTRACTOR WILL BE RESPONSIBLE FOR PREPPING ALL AREAS FOR NEW SCOPE OF WORK INCLUDING PATCHING AND REPAIRING EXISTING CONDITIONS WHERE AFFECTED BY ANY AND ALL DEMOLITION WORK.

THE WORK TO BE PERFORMED UNDER THIS CONTRACT INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION, SERVICES, PERMITS, TEMPORARY CONTROLS AND CONSTRUCTION FACILITIES, AND ALL GENERAL CONDITIONS, SEISMIC REQUIREMENTS, GENERAL REQUIREMENTS AND INCIDENTALS REQUIRED TO COMPLETE THE WORK ON THE PROJECT IN ITS ENTIRETY AS DESCRIBED IN THE CONTRACT DOCUMENTS.

EQUIPMENT

MAINTENANCEBUILDING

PRIMARYENTRANCE

ROUTE TO NEAREST

ACCESSIBLE TRANSIT STOP:SACRAMENTO &

ALLSTON

ACCESSIBLE PARKING

ACCESSIBLE PARKING

FOR BUILDING AMENITIES, SEE FLOOR

PLAN

ACCESSIBLE PATH OF TRAVEL

ACCESSIBLE PATH OF TRAVEL

ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLAN IS A CONTINUOUS, BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAX SLOPE, OR VERTICAL CHANGES NOT EXCEEDING 1/4" MAX AND AT LEAST 44" WIDE PER CBC SECTION 11B-403.5.1. SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH. CROSS SLOPE DOES NOT EXCEED 1:48 AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 1:20 UNLESS OTHERWISE INDICATED.CONTRACTOR SHALL VERIFY THAT ALL BARRIERS IN THE PATH OF TRAVEL HAVE BEEN REMOVED OR WILL BE REMOVED UNDER THIS PROJECT, AND PATH OF TRAVEL COMPLIES WITH CBC. ALL PATHS OF TRAVEL SHALL BE ACCESSIBLE.

REVISIONS

SHEET TITLE

N&T JOB NUMBER

ISSUE DATE


tel 510.542.2200fax 510.542.2201

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APPROVALS

PROJECT TITLE

SHEET NUMBER

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Bldg.Improvements

SITE PLAN


City of Berkeley

21940

3/9/20

A2.01

BID SET

1" = 40'-0"A2.01

1 SITE PLAN

1/8" = 1'-0"

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No. C-14064

# DATE DESCRIPTION

FEFE

FE

FE

FE

FE

FE

FE FE

FE

FE

FE

FE

FE

FE

FE

OPEN TO BELOW

OPEN TO BELOW

ELEVATOROFFICESTORAGE

WORK AREA WORK AREA

STORAGE

WORK AREA

ELEC./MECH.

ELEC.

MEN'SRESTROOOM

GENDER NEUTRALACCESSIBLE

RESTROOOM

PRIMARYACCESSIBLE

FACILITY ENTRY

ACCESSIBLE PATH OF TRAVELTO ACCESSIBLE PARKING AND TRANSIT (SEE SITE PLAN)

SIGNAGE B

SIGNAGE A

STORAGEELEVATORSTORAGE

STORAGE

SIGNAGE A SIGNAGE B

CODE ANALYSIS

The applicable codes are the 2016 California Building Code, 2016 California Energy Code, 2016 California Green Building Standards, 2016 California Electrical Code, 2017 Electrical Code Errata, 2016 California Fire Code, 2016 California Existing Building Code.

The proposed project consists of electrical equipment upgrades and structural reinforcement at existing roof photovoltaic panels as a part of on-going building maintenance.

The existing 13,344 square-foot building is non-sprinkled type III-B construction under current code, CBC section 602.3. The exterior walls are noncombustible, 2-hour assemblies. It is two stories and 35 feet in height.

The building occupancy is classified as S-1, per CBC section 311.2, Table 307.1(1) and section 406.8.

Allowable area is 17,500 per CBC Table 506.2. Allowable height per CBC Table 504.3 is 55 feet and allowable number of stories per CBC Table 504.4 is 2. Allowable area, are code compliant for S-1 occupancy in a Type III-B building.

A fire alarm system is not required, per CFC 907.2, as an existing building.

AREA MODIFICATIONS

Minimum Frontage Distance - Area Factor Increase – 506.3.3:Equation 5-5: Area Factor Increase If = [F/P-0.25]W/30 = [481/481 - .25] 30/30 If = .75

Allowable Area - 506.2.3:Equation 5-1: Allowable Area Aa = [A1 + (NS x If)] [9,000 + (9,000 x .75)] Aa = 15,750 s.f. > 13,344 sf

ALLOWABLE AREA OF OPENINGS

Window Area Limits: CBC Table 705.8 proscribes no limit to window area when the fire separation distance is greater than 30 feet.

Exterior Wall Rating: CBC Table 602 requires no rating (0-hour) for exterior walls with more than 30 feet of building separation.

EXIT WIDTHS

Occupancy Load: CBC Table 1004.1.2 Garages = 200 gross x 9,095 sf occupiable space = 46 max occupants.

Door Exit Widths: CBC section 1005.3.2 = 46 occupants x .2 inch (non-sprinkled building) = 9.2 inches. Minimum door widths for accessibility = 36 inches > 9.2 inches.

REVISIONS

SHEET TITLE

N&T JOB NUMBER

ISSUE DATE


tel 510.542.2200fax 510.542.2201

SEAL

APPROVALS

PROJECT TITLE

SHEET NUMBER

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Bldg.Improvements

FLOOR PLAN


City of Berkeley

21940

3/9/20

A2.31

BID SET

1/16" = 1'-0"A2.31

1 FIRST FLOOR PLAN

1/4" = 1'-0"

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# DATE DESCRIPTION

1/16" = 1'-0"A2.31

2 SECOND FLOOR PLAN

NOT TO SCALEA2.31

3 ACCESSIBLE SIGNAGE

N

AREA OF

PROPOSED WORKSHOWN SHADED

ANCHORDIAMETER

1/2"

5/8"

3/4"

3/8"

1/4"

MINIMUM HOLE DEPTH

-

-

-

-

-

MINIMUM EFFECTIVE EMBEDMENT

3.50"

4.00"

4.38"

2.50"

2.00"

ALLOWABLE STATIC LOAD (LBS)

724

994

1316

626

432

TENSION-PROOFLOAD (LBS)

1448

1988

2632

1252

864

MINIMUM INSTALLATIONTORQUE (FT-LBS)

25

65

120

15

4

* HOLE DEPTH SHALL BE LENGTH OF ANCHOR PLUS ON DIAMETER.

CONTINUOUS WOOD MEMBER IN SECTION

NON-CONTINUOUS WOOD MEMBER IN SECTION

NEW CONCRETE MASONRY UNIT WALL IN PLAN

NOTES:

1. NO HOLES OR NOTCHES PERMITTED IN BOTTOM OF BEAMS OR JOISTS.2. NO HOLES OR NOTCHES PERMITTED WHERE DEPTH OF BEAM IS 5 1/2" OR

LESS. (12" FOR GLMS)

3. VERTICAL HOLES ARE NOT PERMITTED.4. APPLY PRESERVATIVE TO HOLES IN PRESSURE TREATED WOOD.

5. THIS DETAIL APPLIES TO SOLID SAWN AND GLM WOOD MEMBERS ONLY. FOR

OTHER MANUFACTURED WOOD PRODUCTS, NOTCH AND DRILL PERMANUFACTURER'S PUBLISHED INSTRUCTIONS AND LIMITATIONS.

NO HOLES OR

NOTCHES THIS AREA

AT CANTILEVEREDMEMBERS 1

/5 D

EP

TH

OF

BE

AM

OR

2" M

AX

(1/1

0 D

EP

TH

OF

BE

AM

FO

R G

LM

S)

1/6

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H O

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X

1/2

DE

PT

H

OF

BE

AM

WHERE OCCURS

CANTILEVER "A" 1/3 CLEAR SPAN MIN

(24" FOR GLMS)DEPTH OF BEAM

3x DEPTH OF BM MAX

DITTO

1/2 x A1/2 x A

NOTE:

AT UNBLOCKED ROOF DIAPHRAGMS, USE PLYCLIPS

AT MID-POINT BETWEEN

SUPPORTS OR USE T&G PANEL EDGES.

3x4 FLAT

2x OR 3x

JOIST OR STUD

PLYWOOD

PLYWOOD

EDGE NAILING

. 1/8"

1/2" @ SW STUDS3/8" @ JOISTS

1/2" @ SW STUDS3/8" @ JOISTS

. 1/8"

.

. 3/8"3/8"

1629 Telegraph Ave, Suite. 300

Oakland, CA 94612

Tel.510.834.1629

ida-se.com

ENGINEERS

STRUCTURAL

IDA PROJECT NO.:

DATE:

DRAWN BY:

CHECKED BY:

SHEET TITLE:

SHEET NUMBER:

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BID SET 3/9/2020

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11/14/2018

13113.16.1

A.I.

S1.1

D.B.

GENERAL NOTES ANDTYPICAL DETAILS

NTSS1.1

SITE PLAN8

GENERAL NOTES1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2016 CALIFORNIA BUILDING CODE.2. THESE NOTES SHALL APPLY TO ALL STRUCTURAL DRAWINGS UNLESS OTHERWISE NOTED

OR SHOWN.3. ALL WORK IS TO BE ASSUMED AS NEW UNLESS SPECIFICALLY STATED OTHERWISE.4. FEATURES OF CONSTRUCTION SHOWN ARE TYPICAL AND SHALL APPLY GENERALLY

THROUGHOUT SIMILAR CONDITIONS. ALL DETAILS REFERENCED, AND DETAILS NOTREFERENCED ON PLANS, SHALL BE CONSIDERED TYPICAL AND APPLY TO ALL SIMILARCONDITIONS OF THE CONSTRUCTION.

5. UNLESS SHOWN OTHERWISE, DETAILS SHOWN ON "TYPICAL DETAIL" SHEETS SHALL BEUSED WHEREVER APPLICABLE. SPECIFIC DETAILS ON THE STRUCTURAL DRAWINGS TAKEPRECEDENCE OVER "TYPICAL DETAILS". SPECIFIC NOTES ON STRUCTURAL DRAWINGSTAKE PRECEDENCE OVER NOTES SHOWN IN "GENERAL NOTES".

6. THE STRUCTURAL DRAWINGS SHOW STRUCTURAL FEATURES. PROVIDE ANCHORAGE,INSERTS, ANCHOR BOLTS, ETC. FOR STRUCTURAL CONNECTIONS OF TOP, SIDES ANDBOTTOM OF ALL PARTITION WALLS AS REQUIRED.

7. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWNON THE DRAWINGS OR CALLED FOR IN THE GENERAL NOTES, THEIR CONSTRUCTIONSHALL BE OF THE SAME CHARACTER AS SHOWN FOR SIMILAR CONDITIONS.

8. BEAMS, JOISTS AND ANY OTHER STRUCTURAL ELEMENTS SHALL NOT BE CUT ORPENETRATED, EXCEPT AS SHOWN IN STRUCTURAL DETAILS OR AS APPROVED BY THEARCHITECT AND THE STRUCTURAL ENGINEER.

9. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD PRIOR TO POURING CONCRETE;ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT BEFOREPROCEEDING WITH THE WORK.

10. FEATURES OF EXISTING CONSTRUCTION SHALL BE VERIFIED BY THE CONTRACTOR IN THEFIELD AND DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS, METHODS, TECHNIQUES ANDSEQUENCES OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALLSAFETY PROGRAMS AND PROCEDURES DURING CONSTRUCTION.

12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY SHORE ANDBRACE EXISTING BUILDING AS REQUIRED DURING CONSTRUCTION.

13. THE CONTRACTOR SHALL FOLLOW ALL INSTRUCTIONS, RECOMMENDATIONS AND SAFETYPRECAUTIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER OF ANY MATERIAL ORPRODUCT NOTED IN GENERAL NOTES OR DRAWINGS.

14. CONSULT ARCHITECTURAL FOR DETAILS ON REQUIRED VENTILATION OF ROOF JOISTS,FLOOR JOISTS, AND ATTIC SPACES.

15. CONTRACTOR SHALL FIELD VERIFY EXISTING FRAMING CONDITIONS AND SHALL NOTIFYENGINEER OF ANY VARIATION FROM CONDITIONS ASSUMED ON DRAWINGS. CONTRACTORSHALL VERIFY THAT EXISTING FRAMING IS RE-SUPPORTED AND ALL LOADS ARETRANSFERRED TO NEW OR EXISTING FOOTINGS. CONTRACTOR SHALL CONSULT WITHTHE STRUCTURAL ENGINEER AS REQUIRED.

16. DO NOT SCALE DRAWINGS.

DESIGN CRITERIA1. VERTICAL LOADS:

A. DEAD LOADS:i. ROOF DEAD LOAD: 20 PSF

B. LIVE LOADS:i. ROOF LIVE LOAD: 20 PSF

2. LATERAL LOADS: FOR REFERENCE ONLY. NOT APPLICABLEA. WIND DESIGN LOADS – PER CBC SECTION 1609:

BASIC WIND SPEED 110 MPHB. SEISMIC DESIGN – PER CBC SECTION 1613

RISK CATEGORY IISEISMIC DESIGN CATEGORY ESITE CLASS DBASIC LATERAL FORCE RESISTING SYSTEM –ORDINARY REINFORCED MASONRY SHEAR WALLS (BEARING WALLS)MAPPED SHORT PERIOD ACCELERATION Ss = 2.102 gSITE COEFFICIENT Fa = 1.0DESIGN SHORT PERIOD ACCELERATION SDS= 1.401 gMAPPED ONE SECOND PERIOD ACCELERATION S1 = 0.863 gSITE COEFFICIENT Fv = 1.5DESIGN ONE SECOND ACCELERATION SD1= 0.863 gRESPONSE MODIFICATION FACTOR R = 2.0IMPORTANCE FACTOR I = 1.0SEISMIC RESPONSE COEFFICIENT, (SDS*I/R) Cs= 0.70

BASE SHEAR, V= Cs * W = 0.70*W AT STRENGTH LEVEL

CARPENTRY NOTES1. FRAMING LUMBER: DOUGLAS FIR-LARCH, MANUFACTURED AND GRADED IN ACCORDANCE

WITH THE WEST COAST LUMBER INSPECTION BUREAU "STANDARD GRADING RULES NO. 17",LATEST EDITION INCLUDING ALL SUPPLEMENTS.• STRUCTURAL LIGHT FRAMING: NO. 1, 2" TO 4" THICK• BEAMS: NO. 1, FREE OF HEART CENTER, 5" AND THICKER• POSTS: NO. 1• STUDS: 2x4 OR 3x4 - CONSTRUCTION

2x6 AND LARGER - NO. 22. ALL FRAMING LUMBER SHALL BE HAVE A MAXIMUM MOISTURE CONTENT OF 19 PERCENT AT

TIME OF INSTALLATION. LUMBER USED IN WALLS AND FLOORS SHALL HAVE A MAXIMUMMOISTURE CONTENT OF 19% AT THE TIME OF CLOSURE.

3. BLOCKING AND BRIDGING - PROVIDE AS FOLLOWS:A. 2x SOLID BLOCKING BETWEEN JOISTS AND RAFTERS OVER SUPPORT.B. 2x SOLID BLOCKING BETWEEN JOISTS AND RAFTERS NOT OVER 8'-0" ON CENTER NOR

MORE THAN 8'-0" FROM SUPPORT.C. OMIT BLOCKING BETWEEN CEILING JOISTS AND RAFTERS 2x8 AND SMALLER.

4. LAG SCREWS SHALL BE SCREWED (NOT DRIVEN) INTO PLACE. DRILL HOLES SAME DIAMETERAND DEPTH AS SHANK. THEN DRILL HOLE 60-70% OF DIAMETER AT BASE OF THREAD FOR THETHREADED PORTION. USE STEEL PLATE WASHERS AS REQUIRED FOR THE SAME BOLT SIZE.

5. BOLTS IN WOOD SHALL BE MACHINE BOLTS UNLESS OTHERWISE NOTED. ALL MACHINE BOLTSSHALL HAVE CUT THREADS.

6. BOLT HOLES IN WOOD AND STEEL SHALL BE THE DIAMETER OF THE BOLT PLUS 1/16".7. PROVIDE PLATE WASHER UNDER HEAD AND NUT OF BOLT WHERE BEARING IS AGAINST

WOOD. LENGTH OF THREAD SHALL BE SUCH THAT THREADS DO NOT BEAR AGAINST WOOD.ALL NUTS SHALL BE TIGHTENED WHEN PLACED AND RE-TIGHTENED AT COMPLETION OF THEJOB IMMEDIATELY BEFORE CLOSING WITH FINISH CONSTRUCTION.

8. CONNECTORS FOR WOOD CONSTRUCTION NOTED ON PLANS AND DETAILS SHALL BESIMPSON COMPANY STRONG-TIE CONNECTORS OR APPROVED EQUAL.

9. JOISTS SUPPORTING MECHANICAL EQUIPMENT SHALL BE DOUBLE JOISTS (DJ) UNLESS NOTEDOTHERWISE.

10. FASTENERS PENETRATING PRESSURE-PRESERVATIVE TREATED AND FIRE-RETARDANTTREATED WOOD SHALL BE HOT-DIPPED GALVANIZED PER ASTM A153, CLASS D.

SHEATHING NOTES1. USE DOUGLAS FIR SHEATHING WITH EXTERIOR GLUE AS FOLLOWS AT ROOF IF ANY PATCHING IS

REQUIRED DUE TO THE PERFORMANCE OF THE SCOPE OF WORK DESCRIBED IN THESEDRAWINGS:• ROOF: 5/8" T&G, APA RATED PLYWOOD, 40/20, EXPOSURE 1

2. SHEATHING MAY BE ORIENTED STRAND BOARD OR PLYWOOD UNLESS SPECIFICALLY NOTED ASPLYWOOD.

3. IN GENERAL, SHEETS SHALL BE 4'-0" x 8'-0". MINIMUM SHEET DIMENSION IS 24 INCHES, UNLESSALL EDGES ARE FULLY SUPPORTED BY FRAMING MEMBERS OR BLOCKING. THE LONGDIMENSION MAY BE LAID EITHER HORIZONTALLY OR VERTICALLY AT WALLS. ROOF SHEETSSHALL BE LAID WITH FACE PLIES ACROSS JOISTS OR FRAMING MEMBERS AND WITH END JOINTSSTAGGERED 4'-0". USE PLYCLIPS HALFWAY BETWEEN EACH SUPPORT AT UNBLOCKED ROOFS.ALL SHEATHING JOINTS SHALL BE ACCURATELY CENTERED ON SUPPORTING ELEMENTS,INCLUDING BLOCKING. BLOCKING BETWEEN JOISTS FOR EDGE NAILING, SHALL BE 3x4 MINIMUMFLAT BLOCKING, EXCEPT WHERE DETAILED OTHERWISE. ROOF SHEATHING SHALL BE BLOCKED.GLUE ROOF SHEATHING TO ALL SUPPORTS INCLUDING BLOCKING WITH AN ADHESIVERECOMMENDED BY THE AMERICAN PLYWOOD ASSOCIATION FOR THIS PURPOSE.

NAILING NOTES1. ALL NAILS SHALL BE COMMON WIRE NAILS. WHERE NAILS TEND TO SPLIT THE WOOD, NAIL HOLES

SHALL BE PRE-DRILLED.2. PROVIDE MINIMUM NAILING REQUIREMENTS AS SET FORTH IN CALIFORNIA BUILDING CODE TABLE

2304.10.1 EXCEPT THAT BOX NAILS SHALL NOT BE USED.3. PLYWOOD NAILING:

• AT ROOF: 5/8" T&G PLYWOOD WITH 10d @ 4" ON CENTER ALONG SUPPORTED PANEL EDGES AND WHERE NOTED ON PLANS AND DETAILS AS EDGE NAILING (EN) AND 10d @ 12" ON CENTER ALONG INTERMEDIATE FRAMING MEMBERS.

4. MAINTAIN ACCURATE NAIL SPACING AS INDICATED. NAIL SPACING CLOSER THAN SPECIFIED WILLBE CAUSE FOR REJECTION OF THE WORK.

5. NAILS PENETRATING PRESSURE-PRESERVATIVE TREATED AND FIRE-RETARDANT TREATED WOODSHALL BE HOT-DIPPED GALVANIZED PER ASTM A153, CLASS D.

EXPANSION ANCHORS IN HARDENED CONCRETE OR CONCRETE MASONRY UNIT NOTES1. INSTALLATION: THE ANCHORS MUST BE INSTALLED IN ACCORDANCE WITH THE

REQUIREMENTS GIVEN IN ICBO RESEARCH COMMITTEE RECOMMENDATIONS FOR THESPECIFIC ANCHOR.

2. HOLES FOR EXPANSION ANCHORS SHALL BE DRILLED WITH ROTARY HAMMER OR OTHERSUITABLE METHODS TO ENSURE EXISTING REINFORCEMENT IS NOT DAMAGED. HOLEDIAMETER SHALL BE AS REQUIRED BY MANUFACTURER. LOCATE EXISTING REINFORCINGBARS PRIOR TO DRILLING HOLES. DO NOT DAMAGE EXISTING REINFORCING. METHOD OFLOCATING EXISTING REINFORCING BARS SHALL BE APPROVED BY THE STRUCTURALENGINEER. ALL MIS-DRILLED OR UNACCEPTABLE HOLES SHALL BE GROUTED SOLID.

3. JOB TESTING AND INSPECTION: CONTINUOUS VISUAL INSPECTION OF ANCHORINSTALLATION IS REQUIRED. TEST FIRST TEN INSTALLED ANCHORS OF EACH SIZE TOTENSION PROOF LOAD. IF ALL PASS, TEST 10% OF REMAINING ANCHORS. IF ANY ANCHORFAILS, TEST ALL ANCHORS UNTIL 10 SUCCESSFUL CONSECUTIVE TESTS ARE MADE, THENRESUME 10% TESTING FREQUENCY. THE LOAD TEST SHALL BE PERFORMED IN THEPRESENCE OF THE PROJECT INSPECTOR. THE LOAD MAY BE APPLIED BY ANY METHODTHAT WILL EFFECTIVELY MEASURE THE TENSION IN THE ANCHOR, SUCH AS DIRECT PULLWITH A HYDRAULIC JACK, A TORQUE WRENCH CALIBRATED USING THE SPECIFIC ANCHOR,CALIBRATED SPRING-LOADED DEVICES, ETC. ANCHORS IN WHICH THE TORQUE IS USEDTO EXPAND THE ANCHOR WITHOUT APPLYING TENSION TO THE BOLT MAY NOT BEVERIFIED WITH A TORQUE WRENCH.

4. ALL EXPANSION ANCHORS IN CONCRETE SHALL BE HILTI KB-TZ, (PER ESR-1917) ORAPPROVED EQUAL.

5. ALL EXPANSION ANCHORS IN MASONRY SHALL BE HILTI KB-3, (PER ESR-1385) ORAPPROVED EQUAL.

6. TEST INSPECTOR SHALL VERIFY ALL EXPANSION ANCHORS NOT TENSION LOAD TESTEDFOR MINIMUM INSTALLATION TORQUE NOTED IN SCHEDULE BELOW.

7. TENSION PROOF LOAD SHALL BE BY AN INDEPENDENT TESTING LABORATORY.8. EXPANSION ANCHOR BOLT SCHEDULE

A. CARBON STEEL HILTI KB3 INSTALLED IN FACE SHELL OF CONCRETE MASONRY UNITWITH f'm = 1500 psi AND NO CLOSER THAN 4” TO EDGE OF WALL:

EPOXY ANCHORS AND DOWELS IN HARDENED CONCRETE OR MASONRY NOTES1. EPOXY FOR SETTING ANCHORS OR DOWELS IN HARDENED CONCRETE SHALL BE SIMPSON

SET-XP (PER ESR-2508), DEWALT PURE110+ (PER ESR-3298) OR APPROVED EQUAL.2. EPOXY FOR SETTING ANCHORS IN CONCRETE MASONRY SHALL BE SIMPSON SET-XP (PER

IAMPO REPORT 265) OR APPROVED EQUAL.3. HOLES FOR EPOXY ANCHORS SHALL BE DRILLED WITH ROTARY HAMMER OR OTHER

SUITABLE METHODS TO ENSURE EXISTING REINFORCEMENT IS NOT DAMAGED. HOLEDIAMETER SHALL BE AS REQUIRED BY MANUFACTURER. LOCATE EXISTING REINFORCINGBARS (AS REQUIRED USING X-RAY) PRIOR TO DRILLING HOLES. DO NOT DAMAGE EXISTINGREINFORCING. METHOD OF LOCATING EXISTING REINFORCING BARS SHALL BE APPROVEDBY THE STRUCTURAL ENGINEER. ALL MIS-DRILLED OR UNACCEPTABLE HOLES SHALL BEGROUTED SOLID.

4. USE SCREEN TUBE WHERE REQUIRED BY EPOXY MANUFACTURER IN HOLLOW MASONRYOR BRICK CONSTRUCTION. VERIFY HOLE DIAMETER FOR SCREEN TUBE PRIOR TODRILLING.

5. JOB TESTING AND INSPECTION: CONTINUOUS SPECIAL INSPECTION OF ALL ANCHOR ANDDOWEL INSTALLATION IS REQUIRED. TESTING SHALL BE AS FOLLOWS:A. THREADED RODS: TEST FIRST 5 INSTALLED RODS OF EACH SIZE TO TENSION

PROOF LOAD SHOWN ON EPOXY ANCHOR SCHEDULE. IF ALL PASS, TEST 5% OFREMAINING RODS. IF ANY ROD FAILS, TEST ALL RODS UNTIL 10 SUCCESSFULCONSECUTIVE TESTS ARE MADE, THEN RESUME 5% TESTING FREQUENCY. THELOAD TEST SHALL BE PERFORMED IN THE PRESENCE OF THE PROJECT INSPECTOR.

TESTS, INSPECTIONS AND OBSERVATIONS NOTES1. TESTS AND INSPECTIONS SHALL BE PROVIDED FOR ALL ITEMS AS REQUIRED BY THE

CALIFORNIA BUILDING CODE.2. SEE STATEMENT OF SPECIAL INSPECTIONS, WHEN INCLUDED, FOR SPECIAL INSPECTION

REQUIRMENTS.3. IN ADDITION TO SPECIAL INSPECTIONS, THE FOLLOWING SPECIFIED ITEMS SHALL HAVE

PERIODIC STRUCTURAL OBSERVATION BY THE STRUCTURAL ENGINEER OF RECORD:A. ROUGH FRAMING; NAILING OF PLYWOOD ON WALLS, FLOORS AND ROOFB. SEISMIC STRAPS, CLIPS AND TIE-DOWN SYSTEMSC. THE OWNER SHALL BE RESPONSIBLE FOR RETAINING AN INDEPENDENT TESTING

AND INSPECTION LABORATORY TO PERFORM ALL REQUIRED TESTING ANDINSPECTIONS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TESTING ANDINSPECTION LABORATORY WITH CONSTRUCTION SCHEDULES TO ENSURE PROPERCOORDINATION OF WORK.

THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OR INSPECTOR A MINIMUM OF 48 HOURS (EXCLUDING WEEKEND DAYS) PRIOR TO THE TIME OF A REQUIRED INSPECTION.

SYMBOLS AND ABBREVIATIONSA/S2.1 SECTION A ON DRAWING S2.1@ AT& AND° DEGREEØ OR DIA DIAMETER# NUMBER OR POUND(E) EXISTING(N) NEW

AB ANCHOR BOLTADDL ADDITIONALADJ ADJACENTAPPROX APPROXIMATEARCH ARCHITECT OR ARCHITECTURALATTN ATTENTION

BD BOARDBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBM BEAMBO BOTTOM OFBOT BOTTOMBS BOTH SIDESBTWN BETWEEN

C CONTROL JOINTCBC CALIFORNIA BUILDING CODECJ CONSTRUCTION JOINTCL CENTERLINECLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETE OR CONCENTRATEDCOND CONDITIONCONN CONNECTIONCONT CONTINUOUSCP COMPLETE PENETRATION WELDCTSK COUNTERSINK

d PENNYD DEPTHDBL DOUBLEDEMO DEMOLISHDET DETAILDF DOUGLAS FIRDIAG DIAGONALDIM(S) DIMENSION(S)DJ DOUBLE JOISTDL DEAD LOADDN DOWNDO DITTODP DEEPDTLS DETAILS DWG(S) DRAWING(S)

EA EACHEB EXPANSION BOLTEE EACH ENDEF EACH FACEEJ EXPANSION JOINTEL ELEVATIONEMBED EMBEDMENTEN EDGE NAILINGENGR ENGINEEREQ EQUALEQUIP EQUIPMENTES EACH SIDEETC ETCETERAEW EACH WAYEXT EXTERIOR

FDN FOUNDATIONFF FINISH FLOORFIN FINISHFLR FLOORFOC FACE OF CONCRETEFOM FACE OF MASONRYFOS FACE OF STUDFS FAR SIDEFT FEETFTG FOOTING

GA GAGE, GAUGEGALV GALVANIZEDGB GRADE BEAMGLM GLUED LAMINATEDGYP BD GYPSUM BOARD

HD HOLDOWNHDG HOT-DIPPED GALVANIZEDHDR HEADERHGR HANGERHOR HORIZONTALHP HIGH POINTHSS HOLLOW STEEL SECTIONHT HEIGHT

ID INSIDE DIAMETERIF INSIDE FACEINT INTERIORINV INVERT

JST JOISTJT(S) JOINT(S)

LBS POUNDSLG LONGLL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLP LOW POINTLSL TIMBERSTRAND LAMINATED STRAND LUMBERLT LIGHTLTWT LIGHTWEIGHTLVL MICROLLAM LAMINATED VENEER LUMBER

MATL MATERIALMAX MAXIMUMMB MACHINE BOLTMECH MECHANICALMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMTL METAL

NIC NOT IN CONTRACTNOM NOMINALNTS NOT TO SCALENS NEAR SIDE

OSB ORIENTED STRAND BOARDOC ON CENTEROD OUTSIDE DIAMETEROH OPPOSITE HANDOPNG OPENINGOPP OPPOSITE

PERF PERFORATEDPDF POWDER DRIVEN FASTENERPDP POWDER DRIVEN PINPL PLATEPP PARTIAL PENETRATION WELDPSF POUNDS PER SQUARE FEETPSI POUNDS PER SQUARE INCHPSL PARALLAM PARALLEL STRAND LUMBERPT POINTPTDF PRESSURE TREATED DOUGLAS FIR LUMBERPW STRUCTURAL PLYWOODPW EN PLYWOOD EDGE NAILING

RAD RADIUSREF REFERENCERECT RECTANGULARREINF REINFORCINGREQD REQUIREDRW REDWOOD LUMBER

SCHED SCHEDULESEC SECTIONSHT SHEETSHTG SHEATHINGSIM SIMILARSLRS SEISMIC LOAD RESISTING SYSTEMSMS SHEET METAL SCREWSOG SLAB ON GRADESPEC(S) SPECIFICATION(S)SQ SQUARESS SOLID SAWNSTAG STAGGEREDSTD STANDARDSTIFF STIFFENERSTL STEELSTRUCT STRUCTURALSW SHEAR WALLSWL SHEAR WALL LENGTHSYM SYMMETRICAL

T&B TOP & BOTTOMT&G TONGUE & GROOVETHK THICKTHRU THROUGHTN TOENAILT.O. TOP OFTOC TOP OF CONCRETETOF TOP OF FOOTINGTO PW TOP OF PLYWOODTOS TOP OF STEEL OR SLABTOW TOP OF WALLTYP TYPICAL

UON UNLESS OTHERWISE NOTED

VENT VENTILATIONVERT VERTICALVIF VERIFY IN FIELD

W/ WITHWD WOODWF WIDE FLANGEW/O WITHOUTWP WATERPROOF OR WORK POINTWT WEIGHT

NTSS1.1

HOLES AND NOTCHES IN BEAM ANDJOIST1

3/4" = 1'-0"S1.1

TYP PW PANEL EDGE DETAIL2

FOUNDATION NOTES1. MAT SLAB SUPPORTING THE GENERATOR SHALL BEAR ON UNDISTRUBED NATURAL

SOIL.2. FOR BIDDING PURPOSES, THE ELEVATION OF THE BOTTOM OF THE MAT SHALL BE AS

INDICATED ON THE FOUNDATION PLANS AND ON DETAILS. THESE FOOTING DEPTHSARE MINIMUM AND SHALL IN NO CASE BE LESS THAN 12”. SLOPE BOTTOM OFFOOTINGS AT 1:10 MAXIMUM SLOPE AS REQUIRED TO SUIT GRADING AND ADJACENTFOOTING CONDITIONS. STEP BOTTOM OF FOOTINGS PER TYPICAL DETAIL FORGREATER INCLINATIONS.

3. SOIL BEARING PRESSURES UNDER THE MAT AS DESIGNED DO NOT EXCEED 1500 PSFDUE TO DEAD LOAD, NOR EXCEED 1500 PSF DUE TO DEAD LOAD PLUS LIVE LOAD NOREXCEED 1500 PSF DUE TO COMBINED DEAD LOAD PLUS LIVE LOAD PLUS GOVERNINGDESIGN WIND OR SEISMIC LOAD.

4. SEE PLUMBING, MECHANICAL, ELECTRICAL AND ANY OTHER INCLUDED DRAWINGS,AND CONSULT WITH THE RESPECTIVE TRADES FOR VERIFICATION OF ALL ITEMSSHOWN OR NOT SHOWN ON STRUCTURAL PLANS PRIOR TO POURING CONCRETEFOOTINGS ANDFLOOR SLABS.

5. VERIFY LOCATIONS FOR OPENINGS OR PENETRATIONS THROUGH CONCRETE.

CONCRETE NOTES1. ALL CONCRETE SHALL BE REINFORCED UNLESS NOTED "NOT REINFORCED".2. SEE THE CALIFORNIA BUILDING CODE FOR THE REQUIREMENTS IN THE PRODUCTION,

TESTING AND INSTALLATION OF CONCRETE.3. REINFORCEMENT SHALL BE PER ASTM A615, GRADE 60 WITH BAR MARKS LEGIBLY

ROLLED INTO THE SURFACE INDICATING SIZE, TYPE OF STEEL, AND YIELD STRENGTHDESIGNATION.

4. NEW CONCRETE PADS SHALL TEST NOT LESS THAN 3000 PSI AT 28 DAYS UNLESSOTHERWISE NOTED ON STRUCTURAL DRAWINGS WITH A MAXIMUM SLUMP OF 3".

5. REPLACE A MINIMUM OF 25% AND A MAXIMUM OF 50% OF CEMENT CONTENT WITHFLYASH CONFORMING TO ASTM C618 CLASS C OR F, OR GROUND GRANULATED BLASTFURNACE SLAG CONFORMING TO ASTM 989, CLASS 100 OR 120.

6. REINFORCEMENT, ANCHOR BOLTS, PIPE SLEEVES, AND OTHER INSERTS SHALL BEPOSITIVELY SECURED IN PLACE BEFORE CONCRETE IS POURED. "WET-SETTING" WILLNOT BE ALLOWED.

7. BAR COVERAGE TO FACE OF BAR, EXCEPT AS OTHERWISE SHOWN, SHALL BE:• 3" WHERE CONCRETE IS POURED AGAINST EARTH OR

AGAINST GROUND CONTACT• 2" FOR BARS LARGER THAN #5, WHERE CONCRETE SURFACES ARE

EXPOSED TO EARTH OR TO WEATHER AFTER REMOVAL OF FORMS.• 1-1/2" FOR #5 BARS OR SMALLER, WHERE CONCRETE SURFACES ARE

EXPOSED TOEARTH OR TO WEATHER AFTER REMOVAL OF FORMS8. WHERE NEW CONSTRUCTION IS INTEGRATED WITH EXISTING CONCRETE

CONSTRUCTION, CARE SHALL BE TAKEN SO AS NOT TO DAMAGE EXISTING REMAININGCONCRETE AND REINFORCING. WHERE NEW CONCRETE ABUTS EXISTING CONCRETE,CLEAN EXISTING CONCRETE SURFACE. APPLY APPROVED BONDING AGENT TOSURFACE OF EXISTING CONCRETE. ROUGHEN (E) CONCRETE TO 1/4" AMPLITUDE.

9. HOLES FOR GROUTED ANCHORS SHALL BE DRILLED WITH ROTARY HAMMER OROTHER SUITABLE METHODS TO ENSURE EXISTING REINFORCEMENT IS NOT DAMAGED.HOLE DIAMETER SHALL BE 1/8" GREATER THAN ANCHOR ROD DIAMETER, UNLESSOTHERWISE NOTED. GROUT SHALL BE NON-SHRINK EPOXY. LOCATE EXISTINGREINFORCING BARS PRIOR TO DRILLING HOLES. DO NOT DAMAGE EXISTINGREINFORCING. METHOD OF LOCATING EXISTING REINFORCING BARS SHALL BEAPPROVED BY THE STRUCTURAL ENGINEER. ALL MIS-DRILLED OR UNACCEPTABLEHOLES SHALL BE GROUTED SOLID.

1

A

D

2 3 4

B

C

5

(E) MC8 COLLECTOR

AROUND PERIMETER

OF BLDG BELOW(E) 2x10 FRAMING

(E)

2x10 R

OO

F J

OIS

TS

@ 2

4" O

C, T

YP

UO

NS

CA

B (

N)

2x10 J

OIS

T

TO

EA

(E

) JO

IST

AT

TH

IS B

AY

(E) W8 BM (E) W8 BM (E) W8 BM (E) W8 BM

(E) W8 BM (E) W8 BM (E) W8 BM (E) W8 BM

SC

AB

(N

) 2x10 J

OIS

T

TO

EA

(E

) JO

IST

AT

TH

IS B

AY

(E) ROOF SHTG(E) CMU

PARAPET WALL

(E)

BU

ILD

ING

-N

O W

OR

K P

RO

PO

SE

D

(E) WF COL

BELOW, TYP

8

S2.1______

4

S2.1______

SEE

FOR (N) FRAMING AT (E) HD TIES

8

S2.1______

SIM

4

S2.1______

7

S2.1______

7

S2.1______

/9 S2.1

16'-8" ± 14' - 6" ± 14' - 0" ± 12'-6" ±

22'-4"

±16' -

7"

±22'-4"

±

REMOVE AND REPLACE/

REINSTALL EXISTING CONDUITS, FIXTURES,

BRACES, ETC AS REQUIRED

TO INSTALL NEW JOISTS-SEE ELECTRICAL DRAWINGS

REMOVE AND REPLACE/

REINSTALL EXISTING CONDUITS, FIXTURES,

BRACES, ETC AS REQUIRED

TO INSTALL NEW JOISTS-SEE ELECTRICAL DRAWINGS

NOTE THAT 2x10 @ 12" OC

IS ACCEPTABLE IN LIEU OF DBL 2x10 @ 24" OC

NOTE THAT 2x10 @ 12" OC

IS ACCEPTABLE IN LIEU OF DBL 2x10 @ 24" OC

ALL DIMENSIONS SHOWN ARE APPROXIMATE

AND SHALL BE VERIFIED IN FIELD

(E) 2x BLKG

(E) JOIST

(E) ROOF SHTG

SCAB (N) 2x10 JOIST

TO EA (E) JOIST

(E) W8 BM

(E) WF COL

BEYOND

(E) 2x NAILER

B

C

OVER (E) NAILERLAP (N) JOIST 1 1/2"

LAP AT BM(E) JOIST

NOTE:

SEEFOR ADDL INFO

/4 S2.1

T&

B1 1

/2"

TY

P

(E) MC COLLECTOR

SCAB (N) 2x10 TO (E) JOST

W/ 2-ROWS 16d @ 12" OCSTAGGERED SPACING

(E) HD TIE @ 48" OC

SHOWN DASHED

SEEFOR FRAMING AT TIE

(E) ROOF SHTG

(E) CMU WALL

(E) LEDGER

(E) HGR

SHOWN DASHBEYOND

(E) HGR TO REMAIN

ADD L70 AT EA SCABBEDJOIST TO (E) LEDGER

A-A

PLAN VIEW

A A

(E) CMU WALL

(N) JOIST

(E) JOIST

(E) HGR

TO REMAIN

(N) L70 TO LEDGER

(E) LEDGER

/9 S2.1

(E) BLKG @ 48" OC

(E) HD @ 48" OCNOTCH (E) BLKG TO

INSTALL (N) JOIST.

DO NOT DAMAGE OR CUT(E) STRAP

(E) CMU WALL

(E) LEDGER

(E) MC8

PER PLAN

USE A35 ES OF BLKG

TO (N) JOIST

(E) STRAP @

BLKG

(N) JOIST

NOTE:

SEEFOR ADDL INFO

/4 S2.1

(E) JOIST

(E) CMU WALL

TY

P

EQ

TY

P

EQ ADD (N) JOIST

MID-BAY

(E) JOIST W/

(E) HD EA SIDE ADD (N) JOIST

MID-BAY

(N) JOIST SCAB TO

(E) JOIST PER PLAN,TYP

(E) LEDGER

USE LUS

HGR, TYPGENERATOR PAD18" THICK MINWITH #4 AT 16" O.C. EW TOP AND BOTTOM

DRILL/EPOXY 3/4" DIA. ANCHOR RODS WITH MIN 6" EMBEDMENTPROVIDE ANCHORS AT MANUF. PROVIDED LOCATIONS, MIN 10 AROUND PERIMETER OF FUEL TANK

(E) GRADE

CG

GENERATOR SUPPORTED ON FUEL TANK

SEE ELECTRICAL DRAWINGSMAX WEIGHT 6250 LBS

CL

R.

1 1

/2"

CL

R.

3"

MIN

1' - 0"

MIN

1' -

0"

MA

X.

2' -

0"

3000

TOP BAR

CONCRETE

STRENGTH PSI

BAR TYPE

22 29

29 37

#4

BAR SIZE

ALL

OTHER BARS

NOTES:1. SPLICE LENGTH IN INCHES.2. USE CLASS B FOR ALL LAP SPLICES EXCEPT CLASS A MAY BE USED

FOR NON-STRUCTURAL SLABS ON GRADE.3. TOP BARS = HORIZONTAL BARS (OTHER THAN IN WALLS) PLACED WITH

MORE THAN 12" OF FRESH CONCRETE CAST BELOW BARS.4. TABLE IS BASED UPON MINIMUM CLEAR COVER GREATER THAN ONE

BAR DIAMETER AND MINIMUM CLEAR SPACING GREATER THAN TWOBAR DIAMETERS. WHERE EITHER OF THESE REQUIREMENTS IS NOTMET, INCREASE LAP LENGTH BY 50%.

A B

CLASS

REINFORCING SCHEDULE

UO

N

STD 135° HOOK STD 90° HOOK

D=6d FOR #3 THRU #8

(FOR STIRRUPS & COLUMN TIES,

D=2d WITH EXTENSION OF 6d OR 3" MIN)

D=4d FOR

#3 THRU #8

45°

3" MIN

6d OR

2d

AT

AN

CH

OR

BO

LT

S

12d

AT

RE

INF

OR

CIN

G

OF

BA

Rd

= D

IAM

ET

ER

(N) CONC

EXTEND BAR ASSHOWN ONSPECIFIC DETAILS

(E) CONC

NOTES:1. FOLLOW SPECIFIC MANUFACTURER GUIDELINES FOR DRILLED HOLE DIAMETER.2. EMBEDMENT LENGTHS SHOWN ON SPECIFIC DETAILS SUPERCEDE THIS SCHEDULE.3. ANCHOR EMBEDMENT INTO WALLS AND SLABS SHALL NOT EXCEED THICKNESS (IN

DIRECTION OF DRILLING) MINUS ONE INCH.4. SEE SPECIFICATIONS FOR GROUT REQUIREMENTS. SUBMIT GROUT TECHNICAL

INFORMATION TO STRUCTURAL ENGINEER FOR APPROVAL.5. THREADED RODS SHALL BE PER ASTM A193. GRADE B7.6. TENSION PROOF LOAD IS 2x ALLOWABLE LOAD IN 2000 PSI CONCRETE BASED

ON A.S.D.

#6

BAR SIZETHREADED

ROD SIZE

MINIMUM EMBEDMENT

LENGTH (2), (3)

DRILLED

HOLE SIZESEE NOTE (1)

TENSION PROOF LOAD (LBS)

THREADED ROD

6,6007"3/4"ø

1" MIN

.

SEE TABLEMINIMUM EMBEDMENT LENGTH

TYPICAL

EDGE BARS

SINGLE CURTAIN PLAN

DIAMETERS

24 BAR

DIA

ME

TE

RS

30 B

AR

DIAMETERS

30 BAR

(N) ATS UNIT

MAX 20"

PROVIDE (4) 3/8" DIA. TITEN HD

SCREWS AT UNIT ANCHOR LOCATIONS WITH MIN 3"

EMBEDMENT INTO (E) CMU

WALL

INSTALL PER MANUFACTURER REQUIREMENTS

(E) 8" NOMINAL CMU WALL

CONC PAD18" THICK MINWITH #4 AT 16" O.C. EW TOP AND BOTTOM

DRILL/EPOXY 1/2" DIA. ANCHOR RODS WITH MIN 5" EMBEDMENTPROVIDE ANCHORS AT MANUF. PROVIDED LOCATIONS, MIN 4

(E) GRADE

CG

MBSSEE ELECTRIAL

DRAWINGSMAX WEIGHT 860

POUNDS

CL

R.

1 1

/2"

CL

R.

3"

MIN

1' -

0"

MA

X.

3' -

9"

6"

1629 Telegraph Ave, Suite. 300

Oakland, CA 94612

Tel.510.834.1629

ida-se.com

ENGINEERS

STRUCTURAL

IDA PROJECT NO.:

DATE:

DRAWN BY:

CHECKED BY:

SHEET TITLE:

SHEET NUMBER:

STAMP

EQ

UIP

ME

NT

MA

INT

EN

AN

CE

BU

ILD

ING

RO

OF

RE

INF

OR

CE

ME

NT

AT

SO

LA

R P

AN

EL

S.

BID SET 3/9/2020

CIT

Y O

F B

ER

KE

LE

Y

13

26

Alls

ton

Wa

y

11/14/2018

13113.16.1

A.I.

S2.1

D.B.

PARTIAL ROOFFRAMING PLAN,DETAILS ANDGENERATOR DETAILS

1/8" = 1'-0"S2.1

PARTIAL ROOF FRAMING PLAN6

3/4" = 1'-0"S2.1

SECTION83/4" = 1'-0"S2.1

SECTION4

3/4" = 1'-0"S2.1

SECTION7

3/4" = 1'-0"S2.1

PLAN VIEW AT (E) HD TIE93/4" = 1'-0"S2.1

GENERATOR ANCHORAGE17

3/4" = 1'-0"S2.1

REINFORCING BAR LAP SPLICESCHEDULE IN CONCRETE18

3/4" = 1'-0"S2.1

TYPICAL REINFORCING BAR &ANCHOR BOLT HOOK14

3/4" = 1'-0"S2.1

GROUTED ANCHOR SCHEDULE19

3/4" = 1'-0"S2.1

TYPICAL REINFORCING AT WALL &FOOTING CORNERS15

3/4" = 1'-0"S2.1

ATS ANCHORAGE10

3/4" = 1'-0"S2.1

MBS ANCHORAGE20

SHEET INDEX

E0.01 SYMBOL LIST, GENERAL NOTES AND SHEET INDEX - ELECTRICAL

E0.02 TITLE 24 COMPLIANCE FORMS - POWER

E1.01 OVERALL SITE PLAN - POWER

ED1.01 DEMOLITION FLOOR PLANS - POWER

E2.01 FLOOR PLANS - POWER

E3.01 SINGLE LINE DIAGRAM - ELECTRICAL

E4.01 SCHEDULES AND DETAILS - ELECTRICAL

Abbreviations

EXISTING(E)

RELOCATE(R)

DEMOLISH(X)

AMPERES, AMBERA

ABOVE FINISHED FLOORAFF

AUTHORITY HAVING JURISDICTIONAHJ

AVAILABLE INTERRUPTING CAPACITYAIC

AUTOMATIC TRANSFER SWITCHATS

AMERICAN WIRE GAUGEAWG

CONDUIT, CLOSE, CONTROLC

CABLECA

CIRCUIT BREAKERCB

COORDINATECOORD

COPPERCU

DECIBELdB

DIAMETERDIA

DIMENSIONDIM

DIVISIONDIV

DETAILDTL

DRAWINGDWG

EACHEA

EMERGENCYEM

FOOT, FEETFT

GROUNDG, GND

GROUND FAULT CIRCUIT INTERRUPTERGFCI

INCH, INCHESIN

LIGHT EMITTING DIODELED

LIQUIDTIGHT FLEXIBLE METAL CONDUITLFMC

MINIMUMMIN

NOT APPLICABLEN/A

NEUTRALN

NATIONAL ELECTRIC CODENEC

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA

PHASEPH

PANELPNL

POLY-VINYL-CHLORIDEPVC

ROOMRM

SURGE PROTECTION DEVICESPD

SWITCHBOARDSWBD

TYPICALTYP

UNDERWRITERS LABORATORIESUL

UNLESS OTHERWISE NOTEDUON

VOLTS, VOLTAGEV

WITHW/

WITHOUTW/O

WIRE, WHITEW

WEATHERPROOFWP

TRANSFORMERXFMR

Connections / Equipment

HEAVY DUTY FUSED DISCONNECT SWITCH

F

JUNCTION BOX

J

JOR

WALL-MOUNTED JUNCTION BOX

J

TRANSFORMER

T

General

DEMOLISH

NEW WORK

DETAIL NUMBER AND SHEET LOCATION

X

X

KEYED NOTE

1

Miscellaneous

AUTOMATIC TRANSFER SWITCH

BRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN TO PANEL WITH

CIRCUITS AS NOTED. WIRE SIZE IS #12 AWG MINIMUM UNLESS NOTED

OTHERWISE. SHORT TICK MARKS INDICATE PHASE CONDUCTORS. LONG

TICK MARKS INDICATE NEUTRAL CONDUCTORS. A SINGLE CURVED TICK

MARK INDICATES INSULATED GREEN GROUND CONDUCTOR. SECOND

CURVED TICK MARK INDICATES "ISOLATED GROUND" (GREEN INSULATION

WITH YELLOW STRIPE) CONDUCTOR.

B-27,29,31.

#10

BRANCH PANEL

CIRCUIT BREAKER

GROUND CONDUCTOR

G

MAIN DISTRIBUTION PANEL / SUB DISTRIBUTION PANEL

SURFACE MOUNT EQUIPMENT ENCLOSURE AS NOTED

Raceways

CONDUIT CONCEALED IN WALL OR CEILING SPACE

CONDUIT ROUTED BELOW FLOOR / GRADE

CONDUIT ELLED DOWN

CONDUIT ELLED UP

Switches and Receptacles

DUPLEX RECEPTACLE (MULTIPLE LETTERS INDICATE MULTIPLE OPTIONS)

A = ABOVE COUNTER

G = GROUND FAULT CIRCUIT INTERRUPTER

W = WEATHERPROOF CONTINUOUS USE COVER, GFCI PROTECTED,

WITH WEATHER-RESISTANT RECEPTACLE

DOUBLE DUPLEX RECEPTACLE. SEE LETTER CODE LIST AT DUPLEX

RECEPTACLE FOR OPTIONS

ELECTRICAL SYMBOL LIST

NOTE: This is a standard symbol list and not all items listed may be used.

GENERAL ELECTRICAL NOTES

A. DO NOT COMMENCE INSTALLATION OF ELECTRICAL SYSTEMS AND EQUIPMENT WITHOUT RELATED SHOP

DRAWING APPROVALS.

B. ELECTRICAL CIRCUITS SHALL BE INTERRUPTED ONLY WITH PRIOR WRITTEN CONSENT. SUCH

INTERRUPTIONS SHALL BE PRECEDED BY ALL POSSIBLE PREPARATIONS BY THE CONTRACTOR WHICH ARE

NECESSARY TO KEEP THE ELECTRICAL CIRCUITS OFF FOR A MINIMUM PERIOD IN AN EXPEDITIOUS

MANNER PURSUANT WITH GOOD WORKMANSHIP. THIS INCLUDES CIRCUIT TRACING TO IDENTIFY THE

ELECTRICAL LOAD BEING SERVED AND THE ORIGIN OF THE CIRCUIT.

C. COORDINATE WITH OWNER SO THAT WORK CAN BE SCHEDULED NOT TO INTERRUPT OPERATIONS,

NORMAL ACTIVITIES, BUILDING ACCESS, ACCESS TO DIFFERENT AREAS. THE OWNER WILL COOPERATE TO

THE BEST OF THEIR ABILITY TO ASSIST IN A COORDINATED SCHEDULE, BUT WILL REMAIN THE FINAL

AUTHORITY AS TO TIME OF WORK PERMITTED.

D. COORDINATE THE EXACT LOCATION OF EXISTING UTILITIES AND EQUIPMENT PRIOR TO COMMENCEMENT

OF WORK. COMPENSATE THE OWNER FOR DAMAGES CAUSED BY THE FAILURE TO LOCATE AND PRESERVE

UTILITIES. REPLACE DAMAGED ITEMS WITH NEW MATERIAL TO MATCH EXISTING.

E. REMOVE EXISTING GENERAL 120V RECEPTACLES, AND OTHER ELECTRICAL EQUIPMENT AND DEVICES AND

ASSOCIATED WIRING FROM WALLS, CEILINGS, FLOORS, AND OTHER SURFACES SCHEDULED FOR

REMODELING, RELOCATION, OR DEMOLITION UNLESS SHOWN AS RETAINED OR RELOCATED ON

DRAWINGS.

F. MAINTAIN ELECTRICAL CONTINUITY OF EXISTING SYSTEMS. REMOVE OR RELOCATE ELECTRICAL BOXES,

CONDUIT, WIRING, EQUIPMENT, LUMINAIRES, AND THE LIKE, AS REQUIRED IN REMOVED OR REMODELED

AREAS IN THE EXISTING CONSTRUCTION AFFECTED BY THIS WORK.

G. REMOVE AND RESTORE WIRING WHICH SERVES USABLE EXISTING OUTLETS CLEAR OF THE

CONSTRUCTION OR DEMOLITION.

H. IF EXISTING JUNCTION BOXES WILL BE MADE INACCESSIBLE, OR IF ABANDONED OUTLETS SERVE AS FEED

THROUGH BOXES FOR OTHER EXISTING ELECTRICAL EQUIPMENT WHICH IS BEING RETAINED, PROVIDE

NEW CONDUIT AND WIRE TO BYPASS THE ABANDONED OUTLETS.

I. IF EXISTING CONDUITS PASS THROUGH PARTITIONS OR CEILING WHICH ARE BEING REMOVED OR

REMODELED, PROVIDE NEW CONDUIT AND WIRE TO REROUTE CLEAR OF THE CONSTRUCTION OR

DEMOLITION AND MAINTAIN SERVICE TO THE EXISTING LOAD.

J. CONCEALED CONDUIT LOCATED IN CONCRETE WALLS OR HARDBOARD CEILING SPACES MAY BE

ABANDONED IN PLACE. REMOVE CONDUCTORS AND TAG ABANDONED CONDUITS WITH CORRESPONDING

SYSTEM AND TERMINATION POINT. CUT AND CAP ABANDONED CONDUIT. DO NOT EXTEND STUBS ABOVE

FINISHED FLOOR.

K. EXTEND CIRCUITING AND DEVICES IN EXISTING WALLS TO BE FURRED OUT.

L. PROVIDE TEMPORARY SUPPORT FOR ELECTRICAL SYSTEMS THAT REMAIN IN PLACE.

M. VERIFY EXACT LOCATION AND NUMBER OF EXISTING ELECTRICAL OUTLETS IN THE FIELD. LOCATIONS OF

ITEMS SHOWN ON DRAWINGS AS EXISTING ARE PARTIALLY BASED ON RECORD AND OTHER DRAWINGS

WHICH MAY CONTAIN ERRORS. VERIFY THE ACCURACY OF THE INFORMATION SHOWN PRIOR TO BIDDING

AND PROVIDE SUCH LABOR AND MATERIAL AS IS NECESSARY TO ACCOMPLISH THE INTENT OF THE

CONTRACT DOCUMENTS.

N. REMOVE AND DISPOSE OF ABANDONED WIRING TO LEAVE SITE CLEAN.

O. PROVIDE BLANK COVER PLATE FOR ABANDONED FLUSH OUTLETS.

P. MAINTAIN ACCESS TO EXISTING ELECTRICAL INSTALLATIONS WHICH REMAIN ACTIVE. MODIFY

INSTALLATION OR PROVIDE ACCESS PANEL AS APPROPRIATE.

Q. WHERE DRAWINGS INDICATE EXISTING ELECTRICAL EQUIPMENT OR DEVICES TO BE RELOCATED AND/OR

REUSED, REFURBISH THEM. THOROUGHLY CLEAN SUCH ITEMS. NOTIFY OF ANY DEFECTS IN SUCH

INSTALLATIONS. REPAIR ANY DAMAGE CAUSED BY DEMOLITION OR CONSTRUCTION PERFORMED UNDER

THIS CONTRACT.

R. PROVIDE PANEL SCHEDULES AND DIRECTORIES THAT IDENTIFY EXISTING LOADS, NEW LOADS, SPARES

AND SPACES UPON COMPLETION OF WORK.

S. RECONNECT EXISTING LUMINAIRES NOT SHOWN ON DRAWINGS AND AFFECTED DUE TO DEMOLITION TO

NEAREST AVAILABLE EXISTING LIGHTING CIRCUIT ABLE TO TAKE THE ADDITIONAL LOAD.

T. PROVIDE SUITABLE ANCHORAGE AND SUPPORT FOR ELECTRICAL EQUIPMENT IN RATED WALLS, SLABS

AND CEILINGS. MOUNT DEVICES AND RACEWAYS IN ACCORDANCE WITH ESTABLISHED CODES AND

SPECIFICATIONS.

U. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

V. DRAWINGS AND SPECIFICATIONS COMPLIMENT EACH OTHER. REQUIREMENT BY EITHER INFERS

REQUIREMENT BY BOTH.

W. CONNECT EQUIPMENT AND DEVICES FURNISHED UNDER OTHER DIVISIONS OF THIS CONTRACT, BY

OWNER OR BY OTHER CONTRACTS.

X. PROVIDE SEPARATE EQUIPMENT GROUNDING CONDUCTOR IN 120 VOLT, MULTI-WIRE CIRCUITS.

Y. FOR 120 VOLT, 20 AMP CIRCUITS, WHERE CIRCUIT DISTANCE FROM PANELBOARD TO FARTHEST

DEVICE/FIXTURE EXCEEDS 75 FEET, PROVIDE #10 SIZE CONDUCTOR.

Z. RUN ELECTRICAL CONDUIT CONCEALED AND PARALLEL TO BUILDING LINES. VERIFY WITH ENGINEER.

AA. RECEPTACLE OUTLETS SHALL COMPLY WITH CEC SECTIONS 210.7 AND 210.50.

AB. BRACE ELECTRICAL EQUIPMENT TO RESIST A HORIZONTAL FORCE THAT ACT IN ANY DIRECTION. COMPLY

WITH TITLE 24 REQUIREMENTS.

AC. INSTALL COMPLETE SYSTEM OF CONDUCTORS IN RACEWAY SYSTEM THROUGHOUT BUILDING FOR

FEEDERS, BRANCH CIRCUITS, ETC.

AD. ALL WORK ON SERVICE CONDUCTORS, FEEDERS, AND OTHER SUCH EQUIPMENT SHALL BE DONE ONLY

WHEN SUCH CONDUCTORS, FEEDERS, AND EQUIPMENT ARE DE-ENERGIZED. THE CONTRACTOR SHALL

HAVE AN "ELECTRICAL SAFETY AND LOCK-OUT/TAG-OUT PROCEDURE" IN PLACE PRIOR TO

COMMENCEMENT OF WORK.

AE. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL CONDUIT TRENCHING WITH OTHER DISCIPLINES AND

THE UTILITY COMPANY TO AVOID CONFLICT.

AF. MINIMUM SIZE FOR EXTERIOR BELOW GRADE CONDUIT SHALL BE 1".

AG. ALL AIC RATINGS SHOWN ARE MINIMUM REQUIREMENTS. COORDINATE AND UPGRADE RATINGS FOR ALL

DISTRIBUTION EQUIPMENT AS PER SHORT CIRCUIT ANALYSIS RECOMMENDATIONS.

AH. NO MODIFICATIONS TO THE EXISTING FIRE ALARM SYSTEM.

AI. EXISTING ELECTRICAL SERVICE: MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS

COMPLETE AND READY FOR SERVICE. DISABLE SYSTEM ONLY TO MAKE SWITCHOVERS AND

CONNECTIONS.

AJ. OBTAIN PERMISSION FROM OWNER AT LEAST 5 WORKING DAYS BEFORE PARTIALLY OR COMPLETELY

DISABLING SYSTEM.

AK. MAKE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE IN AREAS ADJACENT TO WORK AREA.

SYMBOL LIST,

GENERAL NOTES

AND SHEET INDEX

- ELECTRICAL

EP

E0.01

REVISIONS

DATE

JOB NO.

CHECKED BY

DRAWN BY

SHEET NUMBER

SHEET TITLE

135 Main Street

Suite 400

San Francisco, CA 94105

TEL 415.489.7240

FAX 415.489.7289

www.interfaceengineering.com

WA

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10-17-2019

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Date Signed: 11/22/19

BID SET

TITLE 24

COMPLIANCE

FORMS - POWER

EP

E0.02

REVISIONS

DATE

JOB NO.

CHECKED BY

DRAWN BY

SHEET NUMBER

SHEET TITLE

135 Main Street

Suite 400


TEL 415.489.7240

FAX 415.489.7289


WA

2019-0024

10-17-2019

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BID SET

REVISIONS

DATE

JOB NO.

CHECKED BY

DRAWN BY

SHEET NUMBER

SHEET TITLE

135 Main Street

Suite 400


TEL 415.489.7240

FAX 415.489.7289


WA

2019-0024

10-17-2019

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No. E22875

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BID SET

OVERALL SITE

PLAN - POWER

EP

E1.01

NO SCALE

1 OVERALL SITE PLAN - POWER

EXISTING

(BLDG. I)

EXISTING

EQUIPMENT

MAINTENANCE

(BLDG. G)

EXISTING

SIGN

SHOP

(BLDG. F)

EXISTING

MATERIAL

STORAGE

(BLDG. E)

EXISTING

WAREHOUSE

(BLDG. D)

EXISTINGFACILITIES

MAINTENANCE(BLDG. A)

EXISTING

MEETING

ROOM

AND

LOCKER

(BLDG. B)

(E) MAIN SWITCHBOARD 'MSB'1200A, 120/208V, 3 PHASE, 4 WIRE

AREA OF WORKSEE 1/ED-1.01, 2/ED-1.01,1/E2.01 AND 2/E2.01 FOR WORK WITHIN

(E) DISTRIBUTION PANEL 'E'600A, 120/208V, 3 PHASE, 4 WIRE

EXISTING

(BLDG. J)

1

A

2 3 4 5 6 7 8 9 10 1 12 13

B

C

D

ELEVATOR

ELEVATOR

MEZZANINE

MEZZANINE

1

A

2 3 4 5 6 7 8 9 10 1 12 13

B

C

D

(E) PANEL 'Q'

(E) PANEL 'R'

(E) PANEL 'S'

(E) PANEL 'F'

(E) PANEL 'A'

(E) PANEL 'P'

(X) ATS

(E) PANEL 'O'

(E) PANEL 'N'

(E) EM POWER PANEL

(E) DISTRIBUTION PANEL 'E'

(E)

(E)

(E)

(E) (E) (E) (E) (E) (E)

(E)

(E)

(E) (E) (E) (E)

(E) (E)

(E)

(E)

(E)

(E)

(E) (E)

(E) (E)

(E)

(E)

(E)

(E)

(X)

(E)(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)

(E)(E)

(X) EXTERIOR

EMERGENCY DIESEL

GENERATOR

(E)

(E)

(E)

8

8

8

1

1

1

2

(E)

1

1

1

6

(X) GENERATOR

5

5

5

55

55

5

5

5

5

5 5 5 5

5

5

5

5 5 5

5

5 5 5 5

5

5

5

5

55

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

5

7

7

(E) ENCLOSED CIRCUIT

BREAKER 'ECB-1'


BREAKER 'ECB-2'

5


BREAKER 'ECB-3'

5

10

10

10

(X) FUSED DISCONNECT 'FD-1'10

(X) FUSED DISCONNECT 'FD-2' 10

(E) FUSED DISCONNECT

'FD-7'


'FD-8'

(E) AIR COMPRESSOR

ATS

(X) FUSED

DISCONNECT 'FD-5'


'FD-6'

T

(E) DC FUSED

COMBINER BOX

(E) AC/DC INVERTER

(E) ISOLATION

TRANSFORMER

ATS

(X) ATS

(X) FUSED

DISCONNECT 'FD-4'

(X) FUSED

DISCONNECT 'FD-3'

4

FF

F

F F

F

F F

9

9

9

9

(E) BOLLARDS

3

(TYP)

11

REVISIONS

DATE

JOB NO.

CHECKED BY

DRAWN BY

SHEET NUMBER

SHEET TITLE

135 Main Street

Suite 400


TEL 415.489.7240

FAX 415.489.7289


WA

2019-0024

10-17-2019

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BID SET

DEMOLITION

FLOOR PLANS -

POWER

EP

ED1.01

0 8' 16'

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

4'

2 DEMOLITION MEZZANINE PLAN - POWER

GENERAL SHEET NOTES

A. FIELD VERIFY EXISTING CONDITION PRIOR TO START OF DEMOLITION WORK.

B. VERIFY EXACT LOCATION AND NUMBER OF EXISTING ELECTRICAL OUTLETS IN THE FIELD. LOCATIONS OF

ITEMS SHOWN ON DRAWINGS AS EXISTING ARE PARTIALLY BASED ON RECORD AND OTHER DRAWINGS

WHICH MAY CONTAIN ERRORS. VERIFY THE ACCURACY OF THE INFORMATION SHOWN PRIOR TO BIDDING

AND PROVIDE SUCH LABOR AND MATERIAL AS IS NECESSARY TO ACCOMPLISH THE INTENT OF THE

CONTRACT DOCUMENTS.

SHEET KEYNOTES

1 DISCONNECT, REMOVE AND DISPOSE OF EXISTING BRANCH CIRCUIT PANELBOARD. ALL EXISTING

CIRCUITRY TO REMAIN THAT WILL BE AFFECTED SHALL BE RECONNECTED. EXISTING PANELBOARD

WILL BE REPLACED WITH NEW PANELBOARD. LABEL ALL BRANCH CIRCUIT CONDUCTORS IN PANEL

PRIOR TO STARTING DEMOLITION WORK. SEE 1/E2.01 AND 1/E3.01 FOR NEW WORK AND ADDITIONAL

INFORMATION.

2 BID ALTERNATE 1: SEE SINGLE LINE DIAGRAM ON SHEET E3.01 FOR ADDITIONAL INFORMATION

3 REMOVE AND RELOCATE EXISTING BOLLARD. SEE 1/E2.01 FOR ADDITIONAL WORK.

4 DISCONNECT, REMOVE AND DISPOSE OF EXISTING DECOMMISSIONED GENERATOR AND

ASSOCIATED DEVICES, CONDUIT, WIRING, ETC BACK TO SOURCE.

5 EXISTING GENERAL 120V RECEPTACLE OUTLETS SHALL BE REPLACED WITH NEW. DISCONNECT

AND REMOVE EXISTING RECEPTACLE. EXISTING CONDUIT AND WIRING TO REMAIN. SEE 1/E2.01 FOR

NEW WORK.

6 DISCONNECT EXISTING DISTRIBUTION PANEL. EXISTING DISTRIBUTION PANEL WILL BE REUSED AS A

PULL BOX TO CONNECT TO NEW DISTRIBUTION PANEL. SEE 1/E2.01 AND SINGLE LINE DIAGRAM ON

SHEET E3.01 FOR NEW WORK AND ADDITIONAL INFORMATION.

7 EXISTING LUMINAIRES, LIGHTING CONTROLS, SPECIAL RECEPTACLE OUTLETS, PLUMBING

EQUIPMENT POWER CONNECTIONS, HVAC EQUIPMENT POWER CONNECTIONS, OWNER EQUIPMENT

POWER CONNECTIONS AND ASSOCIATED ELECTRICAL DEVICES, CONDUIT AND WIRING SHALL

REMAIN, UNLESS OTHERWISE NOTED.

8 DISCONNECT, REMOVE AND DISPOSE OF BRANCH CIRCUIT PANELBOARD. ALL EXISTING CIRCUITRY

TO REMAIN THAT WILL BE AFFECTED SHALL BE RECONNECTED. EXISTING PANELBOARD WILL BE

REPLACED AND CONSOLIDATED WITH NEW PANELBOARD. LABEL ALL BRANCH CIRCUIT

CONDUCTORS IN PANEL PRIOR TO STARTING DEMOLITION WORK. SEE 1/E2.01 AND 1/E3.01 FOR NEW

WORK AND ADDITIONAL INFORMATION.

9 THERE ARE EXISTING LUMINAIRES, JUNCTION BOXES, CONDUIT AND WIRING INSTALLED IN THIS

AREA. FIELD VERIFY. DISCONNECT AND RELOCATE EXISTING LUMINAIRES, JUNCTION BOXES,

CONDUIT AND WIRING IN ORDER TO ALLOW FOR STRUCTURAL UPGRADES. COORDINATE WORK

WITH OWNER AND STRUCTURAL CONSULTANT PRIOR TO COMMENCEMENT OF WORK. SEE 1/E2.01

FOR ADDITIONAL WORK.

10 SEE SINGLE LINE DIAGRAM ON SHEET E3.01 FOR ADDITIONAL INFORMATION.

11 EXISTING GENERATOR APPROXIMATE DIMENSIONS: 84"L X 42"W X 72"H

1 DEMOLITION GROUND FLOOR PLAN - POWER

0 8' 16'

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

4'

1

A

2 3 4 5 6 7 8 9 10 1 12 13

B

C

D

ELEVATOR

ELEVATOR

MEZZANINE

MEZZANINE

1

A

2 3 4 5 6 7 8 9 10 1 12 13

B

C

D

PANEL '1LD'

PANEL '1LA1'

PANEL '1LA'

PANEL '1LC'

PANEL '1LE'

PANEL '1EL'

(E) DISTRIBUTION PANEL 'E'

2

2

2

2

2

1

1

1

11

11

1

1

1

1

1 1 1 1

1

1

1

1 1 1

1

1 1 1 1

1

1

1

11

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

2

MAIN SWITCHBOARD 'MSB-1'

ATS 'LS'

DISTRIBUTION PANEL

'DP-A'

3

W

G

G

G

G

(E)


BREAKER 'ECB-1'


BREAKER 'ECB-2'

1


BREAKER 'ECB-3'

1

1

(E)

(E)

(E)

SEE ENLARGED PLAN

3

E2.01

CP

EXTERIOR

EMERGENCY DIESEL

GENERATOR 'EG1'


'FD-6'

T

(E) DC FUSED

COMBINER BOX

(E) AC/DC INVERTER

(E) ISOLATION

TRANSFORMER

F

8

8

8

PANEL '1LB'

2

12

12

12


'FD-7'


'FD-8'

(E) AIR COMPRESSOR

F

F

ATS

ATS 'SB'

ATS

10

12

GENERATOR REMOTE

ANNUNCIATOR

13

EMERGENCY GENERATOR 'EG1'.

(NEMA 3R SOUND ATTENUATING ENCLOSURE)

CP

42" (MIN.)

6" (MIN.)

EMERGENCY GENERATOR

CONTROL PANEL

J J

4

6(TYP)

G

G

7

1LA-14.

CONCRETE PAD, SEE DETAIL

2

E4.01

5

BOLLARDS11 (TYP)

#10

#10

9

1LA-16.

9

WP

WP

(NEMA 3R)

14

REVISIONS

DATE

JOB NO.

CHECKED BY

DRAWN BY

SHEET NUMBER

SHEET TITLE

135 Main Street

Suite 400


TEL 415.489.7240

FAX 415.489.7289


WA

2019-0024

10-17-2019

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BID SET

FLOOR PLANS -

POWER

EP

E2.01

0 8' 16'

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

4'

1 GROUND FLOOR PLAN - POWER

0 8' 16'

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

4'

2 MEZZANINE PLAN - POWER

SHEET KEYNOTES

1 PROVIDE NEW REPLACEMENT OF RECEPTACLE AS INDICATED. RECONNECT COMPLETE AS

REQUIRED TO PLACE BACK INTO SERVICE.

2 RECONNECT COMPLETE ALL EXISTING CIRCUITRY TO REMAIN AS REQUIRED TO PLACE BACK INTO

SERVICE. SEE SINGLE LINE DIAGRAM ON SHEET E3.01 AND PANEL SCHEDULES ON SHEET E4.01 FOR

ADDITIONAL INFORMATION.

3 INTERCEPT AND EXTEND EXISTING FEEDER FROM EXISTING DISTRIBUTION PANEL 'E' AS REQUIRED

TO PLACE BACK INTO SERVICE. SEE SINGLE LINE DIAGRAM ON SHEET E3.01 FOR ADDITIONAL

INFORMATION.

4 LOCATE FOR JACKET WATER HEATER. CONNECT COMPLETE AS REQUIRED.

5 LOCATED FOR BATTERY CHARGER. CONNECT COMPLETE AS REQUIRED.

6 PROVIDE GROUND RODS IN WELL SO AS TO HAVE LESS THAN 25 OHMS BETWEEN GROUND RODS.

SEE 1/E4.01 FOR ADDITIONAL INFORMATION.

7 BOND TO GENERATOR GROUND BUS.

8 RECONNECT COMPLETE EXISTING LUMINAIRES, JUNCTION BOXES, CONDUIT AND WIRING AS

REQUIRED TO PLACE BACK INTO SERVICE. MAKE ALL THE NECESSARY CONNECTIONS AS

REQUIRED. PROVIDE ALL THE NECESSARY JUNCTION BOXES, CONDUIT AND WIRING AS REQUIRED

FOR A COMPLETE INSTALLATION.

9 CONNECT COMPLETE TO EXISTING 20A/1P SPARE BREAKER AS INDICATED.

10 BID ALTERNATE 2: SEE SINGLE LINE DIAGRAM ON SHEET E3.01 FOR ADDITIONAL INFORMATION.

11 NEW LOCATION OF EXISTING BOLLARDS.

12 SEE SINGLE LINE DIAGRAM ON SHEET E3.01 FOR ADDITIONAL INFORMATION.

13 COORDINATE EXACT LOCATION WITH THE OWNER PRIOR TO INSTALLATION.

14 NEMA 3R, GREEN COLOR, ALUMINUM, WEATHER PROTECTIVE, SOUND ATTENUATING ENCLOSURE

WITH MUFFLER. NEW GENERATOR APPROXIMATE DIMENSIONS: 136"L X 40"W X 58"H

0 4' 8'

SCALE: 1/4"=1'-0"

2'

3 ENLARGED PLAN - EMERGENCY GENERATOR

GENERAL SHEET NOTES

A. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL MOUNTING DETAILS AND INFORMATION.

1

NO SCALE

1 SINGLE LINE DIAGRAM

FED FROM (E)

MAIN

SWITCHBOARD

'MSB'

(E) MAIN DISTRIBUTION PANEL 'E'

600A, 120/208V, 3PH, 4W

(X) GROUND BUS

(X) NEUTRAL BUS

(X)

225A

3P

(X)

225A

3P

(X)

100A

3P

(X)

100A

3P

(X)

100A

3P

(X)

100A

3P

(X)

100A

3P

(X)

100A

3P

(X)

175A

3P

PANEL

'1LA'

G

(X) AUTOMATIC

TRANSFER SWITCH

225A, 208V, 3PH, 4W

6

10KAIC

(X) EXTERIOR EMERGENCY

DIESEL GENERATOR

50KW, 120/208V, 3PH, 4W

(E) PV MODULES

(E) DC FUSED

COMBINER

BOX

F

(E)

(E) AC/DC

INVERTER

(E) TRANSFORMER

20KVA

(E)

480-120/208V, 3PH, 4W

PANEL

'1EL1'

10KAIC

4 #10 CU, 1 #10 CU GND., IN 3/4" C.

304

4 #4 CU, 1 #8 CU GND., IN 1-1/4" C.

604

4 #4 CU, 1 #8 CU GND., IN 1-1/4" C.

704

4 #2 CU, 1 #8 CU GND., IN 1-1/4" C.

1004

4 #2 CU, 1 #8 CU GND., IN (E) 1-1/4" C.

1004E

4 #1 CU, 1 #6 CU GND., IN 1-1/2" C.

1254

4 #1/0 CU, 1 #6 CU GND., IN 2" C.

1504

4 #4/0 CU, 1 #4 CU GND., IN 2-1/2" C.

2254

2 SETS OF (4 #3/0 CU, 1 #2 CU GND., IN 2" C.)

4004

FEEDER SCHEDULE

PANEL

'1LB'

10KAIC

PANEL

'1LC'

10KAIC

F

'R'

PANEL

(X)

'Q'

PANEL

(X)

'S'

PANEL

(X)

PANEL

'1LD'

14KAIC F

F

(E)

60AF/100AS

3P

(E)

60AF/100AS

3P

(E) AIR COMPRESSOR

208V, 3PH

F

(E) ENCLOSED

CIRCUIT

BREAKER

'ECB-1'

(E)

PANEL IN

BLDG. J

(E)

PANEL IN

BLDG. F

(E)

PANEL IN

BLDG. I

F

MAIN

600A

3P

100% RATED

FULL LENGTH GROUND BUS

FULL LENGTH NEUTRAL BUS


(NEMA 3R ENCLOSURE)

600A, 120/208V, 3PH, 4W

MINIMUM AIC RATING = 65KAIC

7

225A

3P

225A

3P

100A

3P

60A

3P

(3) 100A, 3P

SPACES

400A

3P

STEEL

BUILDING

#3/0 BARE COPPER

10'-0"

GROUND RODS IN WELL

AT 20'-0" OC. PROVIDE

QUANTITY AS REQUIRED IN

COMPLIANCE WITH CEC 250

REQUIREMENT OF <25 OHMS.

M

(X) DECOMISSIONED ATS

G

(X) DECOMISSIONED

GENERATOR

5

2254 2254 1004

4

4

ENERGY

METER

6

AUTOMATIC TRANSFER

SWITCH 'ATS-SB'

400A, 208V, 3PH, 4W, 4P

(STAND-BY)

4004604

L

E

N

AUTOMATIC TRANSFER

SWITCH 'ATS-LS'

70A, 208V, 3PH, 4W, 4P

(LIFE SAFETY)

PANEL

'1EL'

10KAIC

SPD

L

E

N

GROUND FLOOR

LEVEL 2

ROOF

604

G

60A/3P

400A/3P

NEMA 3R

#3/0

EXTERIOR EMERGENCY DIESEL

GENERATOR 'EG1'

(NEMA 3R SOUND ATTENUATING

ENCLOSURE)

125KW/156.3KVA, 120/208V, 3PH, 4W

WITH BELLYTANK AT 100% FULL LOAD

SIZED FOR 12 HOURS

9

604 4004

125A

3P

150A

3P

100A

3P

(2) 100A, 3P

SPACES

DISTRIBUTION PANEL 'DP'

(NEMA 1 ENCLOSURE)

400A, 120/208V, 3PH, 4W

MINIMUM AIC RATING = 42KAIC

70A

3P

SPD

MAIN

400A

3P

4004

9

1254 1004

100A

3P

1504 1004

100A

3P

1004

125A

3P

1254 704

5

13

L

E N

F

3

SPD

9

(X) PANEL 'N'13 SPD

9

2

SPD

9

(X) PANEL 'A'

13PANEL

'1LA1'

10KAIC

SPD

9

SPD

9

(X) EMERGENCY

POWER PANEL

13

SHEET KEYNOTES

1 EXISTING CIRCUIT BREAKER SERVING EXISTING PANEL IN BUILDING I WILL BE

REPLACED WITH NEW CIRCUIT BREAKER AS INDICATED. SIZE AND RATING OF NEW

CIRCUIT BREAKER AND FEEDER SHALL MATCH EXISTING CIRCUIT BREAKER FEEDING

EXISTING PANEL IN BUILDING I. FIELD VERIFY PRIOR TO COMMENCEMENT OF WORK.

2 EXISTING CIRCUIT BREAKER SERVING EXISTING PANEL/LOAD IN EQUIPMENT

MAINTENANCE BUILDING WILL BE REPLACED WITH NEW CIRCUIT BREAKER AS

INDICATED. FIELD VERIFY WHAT EXISTING BREAKER FEEDS PRIOR TO

COMMENCEMENT OF WORK. EXISTING PANEL/LOAD TO REMAIN, THAT IS NOT

AFFECTED BY DEMOLITION, SHALL BE RECONNECTED TO NEW CIRCUIT BREAKER AS

REQUIRED IN ORDER TO PLACE BACK INTO SERVICE.

3 DISCONNECT, REMOVE AND DISPOSE OF COMPLETE BACK TO SOURCE. FIELD VERIFY

PRIOR TO COMMENCEMENT OF WORK.

4 EXACT ROUTING TO BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF WORK.

5 EXISTING MAIN DISTRIBUTION PANEL 'E' ENCLOSURE SHALL REMAIN TO BE REUSED AS

A PULLBOX TO RECONNECT THE NEW MAIN SWITCHBOARD 'MSB-1' AS REQUIRED AND

AS INDICATED. CONTRACTOR TO DISCONNECT MAIN FEEDERS AND BRANCH FEEDERS

AND REMOVE INTERIOR GUTS. INTERCEPT, EXTEND AND RECONNECT COMPLETE

EXISTING FEEDERS TO NEW MAIN SWITCHBOARD 'MSB-1' AS INDICATED AND

REQUIRED. FIELD VERIFY PRIOR TO COMMENCEMENT OF WORK. PROVIDE PERMANENT

BOLTED COVER PLATE IN COMPLIANCE WITH CEC 314.28. PROFESSIONALLY

CLEAN AND PAINT AS REQUIRED. SEE NOTE 6 FOR ADDITIONAL INFORMATION.

6 FIELD VERIFY EXISTING SYSTEM GROUND AT EXISTING MAIN DISTRIBUTION PANEL 'E'

AND EXTEND TO NEW MAIN SWITCHBOARD 'MSB-1' AS REQUIRED. IF NECESSARY,

PROVIDE NEW SYSTEM GROUND AS SHOWN.

7 PROVIDE CONCRETE HOUSE KEEPING PAD. EXTEND 6-INCHES BEYOND EQUIPMENT

WIDTH AND DEPTH DIMENSIONS MINIMUM 3 INCHES. INSTALL PLUMB AND LEVEL.

8 INTERCEPT EXISTING FEEDER AND EXTEND TO NEW 70A/3P CIRCUIT BREAKER AS

INDICATED. MAKE ALL THE NECESSARY CONNECTIONS AS REQUIRED TO PLACE BACK

INTO SERVICE. FIELD VERIFY PRIOR TO COMMENCEMENT OF WORK.

9 PROVIDE INTEGRAL SURGE PROTECTIVE DEVICE AS REQUIRED BY CEC 700.8.

10 INTERCEPT AND EXTEND EXISTING BRANCH CIRCUIT FEEDERS AT

ACCESSIBLE/CONVENIENT LOCATION. FIELD VERIFY PRIOR TO COMMENCEMENT OF

WORK. PROVIDE ALL THE NECESSARY JUNCTION BOXES, PULL BOXES, WIREWAYS AND

ASSOCIATED CONDUIT AND WIRES AS REQUIRED TO EXTEND EXISTING BRANCH

WIRING TO NEW PANEL AS INDICATED. MAKE ALL THE NECESSARY CONNECTIONS AS

REQUIRED FOR A COMPLETE INSTALLATION.

11 INTERCEPT, EXTEND AND CONNECT COMPLETE EXISTING FEEDERS TO NEW MAIN

SWITCHBOARD 'MSB-1' AS INDICATED AND REQUIRED. MAKE ALL THE NECESSARY

CONNECTIONS AS REQUIRED FOR A COMPLETE INSTALLATION.

12 INTERCEPT EXISTING FEEDER AND EXTEND AS INDICATED AND REQUIRED. PROVIDE

ALL THE NECESSARY JUNCTION BOXES, PULL BOXES, CONDUIT AND WIRING AS

REQUIRED FOR A COMPLETE INSTALLATION. MAKE ALL THE NECESSARY

CONNECTIONS AS REQUIRED TO PLACE INTO SERVICE.

13 EXISTING PANEL WILL BE REPLACED IN PLACE WITH NEW AS INDICATED. RECONNECT

COMPLETE ALL EXISTING CIRCUITRY TO REMAIN AS REQUIRED TO PLACE BACK INTO

SERVICE. MAKE ALL NECESSARY CONNECTIONS AS REQUIRED FOR A COMPLETE

INSTALLATION. SEE PANEL SCHEDULES ON SHEET E4.01 FOR ADDITIONAL

INFORMATION.

14 DISCONNECT, REMOVE AND DISPOSE OF EXISTING EXTERIOR DIESEL GENERATOR AS

INDICATED. DISCONNECT AND REMOVE ALL ASSOCIATED EXISTING CONDUIT AND

WIRING BACK TO SOURCE.

15 PROVIDE NEW DIESEL GENERATOR SYSTEM, ATS, PANELBOARD, CONDUIT AND

WIRING AS INDICATED. SEE 1/E2.01 FOR ADDITIONAL INFORMATION.

16 PROVIDE INTEGRAL ENERGY METER WITH DIGITAL DISPLAY WITH CAPABILITY OF

MONITORING ENERGY CONSUMPTION (KWH), CURRENT AND PEAK LOAD (KW). EATON

POWER XPERT METER 4000 OR APPROVED EQUIVALENT.

17 PROVIDE SIGNAGE INDICATING TYPE AND LOCATION OF REPLACEMENT EMERGENCY

GENERATOR IN COMPLIANCE WITH CEC 700.7. COORDINATE WITH OWNER AND LOCATE

SIGNAGE AT THE SERVICE ENTRANCE EXISTING MAIN SWITCHBOARD.

GENERAL SHEET NOTES

A. FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCEMENT

OF WORK.

B. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL MOUNTING

DETAILS AND INFORMATION.

F

(X) PANEL 'F'

13

12

304

1004E

12

(X) PANEL 'P' 13

(X) FUSED

DISCONNECT 'FD-3'

L

E N

(X) FUSED

DISCONNECT 'FD-4'

13 13

SPD

9

12

604

(X) FUSED

DISCONNECT 'FD-1'

(X) FUSED

DISCONNECT 'FD-2'

9

(X) PANEL 'O' 16

PANEL

'1LE'

10KAIC

SPD

13

(X) FUSED

DISCONNECT 'FD-5'

1004E

1313

(E) ENCLOSED

CIRCUIT

BREAKER

'ECB-3'

(E)

EMERGENCY

ENCLOSED

CIRCUIT

BREAKER

'ECB-2'

(E) FUSED

DISCONNECT 'FD-7'

(INDOOR)

304

(E) FUSED

DISCONNECT 'FD-8'

(OUTDOOR)

10

304

304

12 12

4

4

12

304

4

10

11 11 11

1

(X) FUSED

DISCONNECT 'FD-6'

4

8

14

BID ALTERNATE 1:

15

BID ALTERNATE 2:

12 1212

(E)

30A

3P

(E)

30A

3P

(E)

30A

3P

16

17

EP

E3.01

REVISIONS

DATE

JOB NO.

CHECKED BY

DRAWN BY

SHEET NUMBER

SHEET TITLE

SINGLE LINE DIAGRAM AND PANEL SCHEDULES

-ELECTRICAL

135 Main Street

Suite 400


TEL 415.489.7240

FAX 415.489.7289


WA

2019-0024

10-17-2019

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BID SET

9"

1 GROUNDING DETAIL

NO SCALE

GROUND WELL WITH ROD CONNECTED TO GROUND SYSTEM

1

2

3

4

5

6

7

2 EMERGENCY GENERATOR MOUNTING DETAIL

NO SCALE

ADJUSTING & LEVELING BOLT

GENERATOR BASE

VIBRATION ISOLATOR,

"CALIFORNIA DYNAMICS CORP." TYPE

"PNSD" EARTHQUAKE RESTRAINT.

PROVIDE NO. OF VIBRATOR ISOLATORS AS

REQUIRED BY ENGINE/GENERATOR MFR.

(6 MIN, 3 EACH SIDE) TO MEET STATE

CODE SEISMIC REQUIRED

ANCHOR BOLTS SIZE & LOCATION PER

ENGINE/GENERATOR MFR'S

RECOMMENDATIONS TO MEET STATE

CODE SEISMIC REQUIREMENTS.

CONCRETE, SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION.

REINFORCING, SEE STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION.

SEE ENLARGED PLAN ON SHEET E2.01

FOR CONCRETE PAD INFORMATION

3 EXTERIOR EMERGENCY GENERATOR DIAGRAM

NO SCALE

N

E

U

D

N

G

T

T

G

N

D

U

E

N

F

I

E

L

D

ROTATING

VOLTAGE

REGULATOR

ØA ØB N ØC GND

ENGINE GENERATOR

CONTROL PANEL

24 VOLT D.C.

REMOTE ALARM

ANNUNCIATION

CIRCUITS

ENGINE

START

ENGINE

STOP

24 VOLT D.C.24 VOLT D.C.

T

SMW

SM

BATTERY

CHARGER

SMW

MAIN CIRCUIT

ENGINE CRANKING BATTERIES

ENGINE CRANKING MOTOR SOLENOID

BREAKER(S)

TO REMOTE ANNUNCIATOR

TO AUTOMATIC TRANSFER

SWITCH(ES).

ENGINE COOLING WATER

JACKET HEATER, WITH

INTEGRAL THERMOSTAT.

ENGRAVED LABELS ON

SWITCHES

BELT DRIVEN BATTERY

CHARGING ALTERNATOR

SYSTEM NOT SHOWN FOR

DRAWING CLARITY.

ALTERNATOR IS PROVIDED

AS PART OF THE GENERATOR

SYSTEM.

OUTPUT

POWER TO

AUTOMATIC

TRANSFER

SWITCH

ENGINE

CRANKING

MOTOR

POWER GENERATOR

2019-0024

Ckt. C.B. C.B. Ckt.

No.

Description / Location

A/Pole Note Ph. Note A/Pole


No.

1 EXISTING LOAD 60/2 1 A 1 50/2 EXISTING LOAD 2

3 - - B - - 4

5 EXISTING LOAD 20/1 1 C 1 20/1 EXISTING LOAD 6


9 EXISTING LOAD 20/2 1 B 1 20/1 EXISTING LOAD 10

11 - - C 1 20/1 EXISTING LOAD 12

13 PANEL '1LA1' 50/3 1 A 20/1 300 G GENERATOR BATTER CHARGER 14

15 - - B 20/1 300 G GENERATOR JACKET WATER HEATER 16

17 - - C 20/1 SPARE 18

19 SPARE 20/1 A 20/1 SPARE 20

21 SPARE 20/1 B 20/1 SPARE 22

23 SPARE 20/1 C 20/1 SPARE 24

25 SPACE A SPACE 26

27 SPACE B SPACE 28

29 SPACE C SPACE 30

Total Connected Load: Ph. A 300 VA 2

Amps

Panel Connected Load: 0.6 KVA 1.7

Amps

Total Connected Load: Ph. B 300 VA 2

Amps

Sub-Fed Connected Load: 0.0 KVA 0.0

Amps

Total Connected Load: Ph. C 0 VA 0

Amps

Total Demand Load: 0.6 KVA 1.7

Amps

Notes: Accessories:

1.

ANY EXISTING 120/208V LOADS TO REMAIN, THAT IS NOT AFFECTED BY DEMOLITION, SHALL BE RECONNECTED TO NEW CIRCUIT BREAKER AS

REQUIRED BY CEC AND LOCAL CODE. FIELD VERIFY.

PANEL '1LA'

120/208V, 3 Ph., 4 W.; 125A Bus with 125A Main Circuit Breaker Surface Mounted Panelboard

Load Load

(VA)|Type (VA)|Type

2019-0024

Ckt. C.B. C.B. Ckt.

No.




No.




7 - - A 1 20/1 EXISTING LOAD 8



13 EXISTING LOAD 30/2 1 A - - 14

15 - - B 1 20/1 EXISTING LOAD 16


19 - - A 20/1 SPARE 20

21 SPARE 20/1 B 20/1 SPARE 22

23 SPARE 20/1 C 20/1 SPARE 24

25 SPARE 20/1 A SPACE 26

27 SPACE B SPACE 28

29 SPACE C SPACE 30


Amps


Amps


Amps


Amps


Amps


Amps

Notes: Accessories:

1.



PANEL '1LB'


Load Load

(VA)|Type (VA)|Type

2019-0024

Ckt. C.B. C.B. Ckt.

No.




No.












23 EXISTING LOAD 20/1 1 C - - 24



29 EXISTING LOAD 20/1 1 C - - 30


33 EXISTING LOAD 30/2 1 B - - 34



39 EXISTING LOAD 20/1 1 B - - 40

41 SPARE 20/1 C 1 60/3

(E) AIR COMPRESSOR

42

43 SPARE 20/1 A - - 44

45 SPARE 20/1 B - - 46

47 SPARE 20/1 C 20/1 SPARE 48

49 SPACE A SPACE 50

51 SPACE B SPACE 52

53 SPACE C SPACE 54

55 SPACE A SPACE 56

57 SPACE B SPACE 58

59 SPACE C SPACE 60


Amps


Amps


Amps


Amps


Amps


Amps

Notes: Accessories:

1.



PANEL '1LD'


Load Load

(VA)|Type (VA)|Type

2019-0024

Ckt. C.B. C.B. Ckt.

No.




No.






11 - - C - - 12





21 SPARE 20/1 B - - 22

23 SPARE 20/1 C 20/1 SPARE 24

25 SPACE A 20/1 SPARE 26

27 SPACE B 20/1 SPARE 28

29 SPACE C 20/1 SPARE 30


Amps


Amps


Amps


Amps


Amps


Amps

Notes: Accessories:

1.



PANEL '1LC'


Load Load

(VA)|Type (VA)|Type

2019-0024

Ckt. C.B. C.B. Ckt.

No.




No.

1 PANEL '1EL1' S 30/3 A 30/3

(E) 'ECB-2'

2

3 - S - B - - 4

5 - S - C - - 6

7 SPARE 20/1 A SPACE 8

9 SPARE 20/1 B SPACE 10

11 SPARE 20/1 C SPACE 12


Amps


Amps


Amps


Amps


Amps


Amps

Notes: Accessories:

1.



PANEL '1EL'


Load Load

(VA)|Type (VA)|Type

2019-0024

Ckt. C.B. C.B. Ckt.

No.




No.



5 SPARE 20/1 1 C 1 20/1 EXISTING LOAD 6

7 SPARE 20/1 1 A 1 20/1 SPARE 8

9 SPARE 20/1 1 B 1 20/1 SPARE 10

11 SPACE C 1 20/1 SPACE 12


Amps


Amps


Amps


Amps


Amps


Amps

Notes: Accessories:

1.



PANEL '1EL1'


Load Load

(VA)|Type (VA)|Type

2019-0024

Ckt. C.B. C.B. Ckt.

No.




No.





9 - - B - - 10




17 EXISTING LOAD 20/2 1 C 1 20/1 SPARE 18

19 - - A 1 20/1 SPARE 20

21 SPARE 20/1 1 B 1 20/1 SPARE 22

23 SPARE 20/1 1 C SPARE 24

25 SPACE A SPACE 26

27 SPACE B SPACE 28

29 SPACE C SPACE 30


Amps


Amps


Amps


Amps


Amps


Amps

Notes: Accessories:

1.



PANEL '1LA1'


Load Load

(VA)|Type (VA)|Type

2019-0024

Ckt. C.B. C.B. Ckt.

No.




No.















29

(E) 'ECB-1'

30/3 1 C - - 30

31 - - A 1 30/3

(E) ECB-3'

32

33 - - B - - 34

35 SPACE C - - 36

37 SPACE A SPACE 38

39 SPACE B SPACE 40

41 SPACE C SPACE 42


Amps


Amps


Amps


Amps


Amps


Amps

Notes: Accessories:

1.



PANEL '1LE'


Load Load

(VA)|Type (VA)|Type

SEE FLOOR PLANS FOR


SEE FLOOR PLANS AND

SINGLE LINE DIAGRAM FOR


8

SHEET KEYNOTES

1 3/4" GROUND ROD CONNECTOR.

2 FINISHED GRADE.

3 LOOP GROUND CABLE AS LARGE AS POSSIBLE,

PREVENTING ANY SHARP BENDS.

4 CONCRETE METER BOX WITH 1-PIECE HEAVILY RIBBED

CAST IRON COVER. (WITHOUT LOCK)

5 FILL WITH SOIL TO WITHIN 6" TOP OF ROD. COMPACT BY

ADDING WATER AND TAMPERING.

6 GROUND LOOP CABLE MIN SIZE #4/0. DO NOT BEND CABLE

SHARPLY.

7 3/4" X 10 FT. GROUND ROD.

8 LOADS SHOWN INDICATE NEW LOADS ONLY.

2019-0024

Load Load Load

No.


Note

(VA) Type

1 EXISTING LOAD S

- - S

- - S

2 EXISTING LOAD S

- - S

- - S

3 EXISITNG LOAD

- -

- -

4 PANEL '1EL' S

- - S

- - S

5 DISTRIBUTION PANEL 'DP' 300 S

- - 300 S

- - 0 S

6 100A/3P SPACE

- -

- -

7 100A/3P SPACE

- -

- -

8 100A/3P SPACE

- -

- -

Total Connected Load: Ph A 300 VA 2

Amps

Total Connected Load: Ph B 300 VA 2

Amps

Total Connected Load: Ph C 0 VA 0

Amps

Total Connected Load: 0.9 KVA 2.5

Amps


Amps


2019-0024

Load Load Load

No.


Note

(VA) Type

1 PANEL '1LE' S

- - S

- - S

2 PANEL '1LD' S

- - S

- - S

3 PANEL '1LC' S

- - S

- - S

4 EXISTING LOAD S

- - S

- - S

5 PANEL '1LB' S

- - S

- - S

6 PANEL '1LA' 300 S

- - 300 S

- - 0 S

7 PV SYSTEM C

- - C

- - C

8 100A/3P SPACE

- -

- -

9 100A/3P SPACE

- -

- -

Total Connected Load: Ph A 300 VA 2

Amps

Total Connected Load: Ph B 300 VA 2

Amps

Total Connected Load: Ph C 0 VA 0

Amps

Total Connected Load: 0.9 KVA 2.5

Amps


Amps

DISTRIBUTION PANEL 'DP'

GENERAL SHEET NOTES

A. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL MOUNTING

DETAILS AND INFORMATION.

8

8

SCHEDULES AND

DETAILS -

ELECTRICAL

EP

E4.01

REVISIONS

DATE

JOB NO.

CHECKED BY

DRAWN BY

SHEET NUMBER

SHEET TITLE

135 Main Street

Suite 400


TEL 415.489.7240

FAX 415.489.7289


WA

2019-0024

10-17-2019

CIT

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BID SET

Equipment Maintenance Bldg. - City of Berkeley

Documents

Transcript of Equipment Maintenance Bldg. - City of Berkeley