Lewis Hall Seismic Remediation – 2nd Floor Corridor & Shaft Upgrade University of California, Berkeley

Project No. 17869A

ADDENDUM NO. 1 to the BID DOCUMENTS Thursday, April 12, 2018 General: The following changes, additions, or deletions shall be made to the following documents as indicated and shall be a part thereof as if originally specified and/or shown. All other conditions shall remain the same. Item No. 1:

Ref:

Bid Form

Scope:

DELETE existing Bid Form dated March, 2018 and ADD Bid Form dated REVISED APRIL 12, 2018, 3 pages, attached immediately hereinafter.

** Note: Only Contract Time has changed ** Item No. 2:

Item No. 3:

Item No. 4:

Item No. 5:

Ref:

Supplementary Instructions to Bidders, Item 1 – Contract Time

Scope:

REVISE Contract Time to Ninety (90) days.

Ref:

Agreement

Scope:

REVISE Article 4 – Contract Time to read as follows: “ Contractor shall commence the Work on the date specified in the Notice to Proceed and fully complete the Work within Ninety {90} calendar days ….”

Ref:

Drawings G-000 through A-600

Scope:

DELETE existing drawings G-000 through A-600 dated 01/22/2018 and ADD drawings G-000 through A-600, dated 3/27/18, signed by Fire Marshall Amy Chen, 16 pages attached hereinafter.

Ref:

Bidder Question “The above ceiling space at the proposed location of the new full height fire-rated wall assembly is heavily congested with rigid MEP piping and conduits as well as the ceiling support grid as shown in the attached photos. Are these obstructions to be relocated, or shall framing members and drywall be placed around these obstructions where they occur?”

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Addendum No. 1

Lewis Hall Seismic Remediation – 2nd Floor Corridor & Shaft Upgrade University of California, Berkeley

Page 2 of 23

Project No. 17869A

Addendum No. 1

Lewis Hall Seismic Remediation – 2nd Floor Corridor & Shaft Upgrade University of California, Berkeley

Item No. 6:

Project No. 17869A

Scope:

CLARIFICATION: Detail E3/A-500 is provided as the base-bid condition, assuming conduits may be shifted or relocated to allow full-height installation of shaft-wall framing and gypsum board. Recognizing that this may be determined to be infeasible once the ceiling is fully exposed, detail E6/A-500 was provided and shall be bid as an alternate that assumes the rigid piping and conduit may remain in place, with a portion of the suspended ceiling removed and rated shaft wall constructed around piping and conduit. Bottom of soffit elevation and width of soffit may be determined based on optimal positioning relative to existing conduit and piping, but shall be consistent along length of hallway, and in no case more than 4” below existing suspended ceiling.

Ref:

Bidder Question “Please confirm that there is adequate additional length present in the data cabling that runs through the project area to move the cable tray to the plane of the new

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Addendum No. 1

Lewis Hall Seismic Remediation – 2nd Floor Corridor & Shaft Upgrade University of California, Berkeley

Project No. 17869A

wall. If current cable length is insufficient or causes unreasonable difficulty to the contractor in wall construction, please confirm that the contractor is not responsible for new cabling or demo of existing”.

Item No. 7:

Item No. 8:

Scope:

CLARIFICATION: Actual cable slack is unknown at this time, but contractors shall base their bid on the assumption that sufficient slack is present to allow relocation without requiring cable to be backfed or reinstalled. If this assumption proves false during construction, an alternative solution and resulting cost will be developed in collaboration with the contractor.

Ref:

Bidder Question “There are several EMT conduit sleeves present at the proposed location of the new wall that carry data cabling into the cable tray. Are these sleeves to be extended? If so, how is the conduit to be installed over cable that is currently terminated at both ends? Is the contractor responsible for installing firestopping at modified EMT cable sleeves”?

Scope:

CLARIFICATION: Existing sleeves shall either be maintained in place with new rated shaft wall construction installed around the sleeves to maintain a rated penetration, OR if technically feasible, shifted from their existing location to a new location that allows them to penetrate the new rated shaft wall construction without requiring cables to be removed. Resulting installation shall maintain fire rating, which may require reinstallation of firestopping in sleeves.

Ref:

Bidder Question “Please confirm that the fire alarm system must be kept operational during construction”.

Scope:

RESPONSE: Confirmed

END OF ADDENDUM NO. 1

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Addendum No. 1

Project Name: Lewis Hall Seismic Remediation – 2nd Floor Corridor & Shaft Upgrade University of California, Berkeley

Project No.: 17869A

BID FORM For:

LEWIS HALL SEISMIC REMEDIATION – 2ND FLOOR CORRIDOR & SHAFT UPGRADE UNIVERSITY OF CALIFORNIA, BERKELEY.

Date:

REVISED APRIL 12, 2018

Bid to:

Contract Administration, Capital Strategies University of California, Berkeley 1936 University Avenue, Rm 222, Berkeley, CA 94704

BIDDER’S REPRESENTATIONS Bidder, represents that a) Bidder and all Subcontractors, regardless of tier, has the appropriate current and active Contractor's licenses required by the State of California and the Bidding Documents; b) it has carefully read and examined the Bidding Documents for the proposed Work on this Project; c) it has examined the site of the proposed Work and all Information Available to Bidders; d) it has become familiar with all the conditions related to the proposed Work, including the availability of labor, materials, and equipment; e) Bidder and all Subcontractors, regardless of tier, are currently registered with the California Department of Industrial Relations pursuant to California Labor Code Section 1725.5 and 1771.1. Bidder hereby offers to furnish all labor, materials, equipment, tools, transportation, and services necessary to complete the proposed Work on this Project in accordance with the Contract Documents for the sums quoted. If awarded the Contract, Bidder agrees to complete the proposed Work within NINETY {90} days after the date of commencement specified in the Notice to Proceed. ADDENDA Bidder acknowledges receipt of all Addenda. Bidder acknowledges that it is Bidder's responsibility to ascertain whether any Addenda have been issued and, if so, to obtain copies of such Addenda from the University at the address stated above. LUMP SUM BASE BID

,

$

.

(Place figures in appropriate boxes.) COMPENSABLE DELAYS {$

,

.

X

5

multiplier

(Place figures in appropriate boxes.) The Minimum Compensable Daily Rate is $250 per day. Failure to fill in a dollar figure for the daily rate for Compensable Delay at or greater than the Minimum Compensable Daily Rate shall rend the bid non-responsive. The daily rate shown above will be the total amount of Contractor entitlement for each day of Compensable Delay caused by University at any time during the performance of the Work and shall constitute payment in full for all delay costs, direct or indirect, of the Contractor and all subcontractors, suppliers, persons and entities under Contractor on the Project, including without limitation all subcontractors added by Contract Amendment. The number of days of Compensable Delay shown as a "multiplier" above is not intended as an estimate of the number of days of compensable delay anticipated by the University. The University will pay the daily rate of compensation July 17, 2017 MF-BF

Bid Form 1

Project Name: Lewis Hall Seismic Remediation – 2nd Floor Corridor & Shaft Upgrade University of California, Berkeley

Project No.: 17869A

only for the actual number of days of Compensable Delay, as defined in the General Conditions; the actual number of days of compensable delay may be greater or lesser than the "multiplier" shown above. UNIT PRICES – NOT USED

ALTERNATES – NOT USED

LIST OF SUBCONTRACTORS Bidder will use Subcontractors for the Work:

Yes ______

If “yes”, provide in the spaces below (a) the name, the location of the place of business, and the California contractor license number of each subcontractor who will perform work or labor or render service to the prime contractor in or about the construction of the work or improvement, or a subcontractor licensed by the state of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of 1 percent of the prime contractor's total bid, (b) the portion of the work which will be done by each subcontractor. The prime contractor shall list only one subcontractor for each such portion as is defined by the prime contractor in its bid.

Portion of the Work Activity (e.g. electrical, mechanical, concrete)

Name of Business

Subcontractor Location of Business License No. (City)

DIR Registration No. (Remove if contract value is $25,000 or less)

(Note: Add additional pages if required.)

July 17, 2017 MF-BF

Bid Form 2

Project Name: Lewis Hall Seismic Remediation – 2nd Floor Corridor & Shaft Upgrade University of California, Berkeley

Project No.: 17869A

REQUIRED COMPLETED ATTACHMENTS: The following documents are submitted with and made a condition of this Bid: 1.

Bid Security in the form of

2.

Contractor’s Statement of Qualifications

(Bid Bond or Certified Check)

CALIFORNIA CONTRACTOR'S LICENSE(S): (Name of Licensee)

(Classification)

(License Number)

(Expiration Date)

(Name of Firm) a By:

(Type of Organization) (Signature) (Printed Name) (Title) (Telephone Number) (Full Address) (email address)

(DIR Registration Number)

July 17, 2017 MF-BF

Bid Form 3

2

C:\revit_local\5318 UCB Lewis Hall_rwilliamson.rvt

© TAYLOR & ASSOCIATES ARCHITECTS 2015 IF THIS DRAWING IS NOT 30"x42", IT HAS BEEN MODIFIED

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www.WeAreTaylor.com H

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Irvine 17850 Fitch Irvine, CA 92614 949.574.1325

San Francisco 26 O'Farrell Street 2nd Floor San Francisco, CA 94108 415.992.4455

San Diego 2770 Historic Decatur Road Suite 206 San Diego, CA 92106 619.398.0440

DESIGN PROFESSIONAL STAMP

12-31-19

G

G

LEWIS HALL FIRE SEPARATION UPGRADES

F

F

DRAWING SYMBOLS

ABBREVIATIONS AB AFF AL A/V

REFERENCE SYMBOLS ELEVATION NUMBER

1

SECTION NUMBER

1

BD

E 1

1

A101

TYP

1 G-0000

A101

1

1 G-0000

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION MARK

TYP

CALLOUT MARK

XXX-XXX

XXXX

XXXXXXXX

88888888

X

+X '-X "

FINISH CODE

KEYNOTE NUMBER

FURNITURE TYPE CODE

EQUIPMENT NUMBER

WINDOW NUMBER

CEILING HEIGHT

FINISH

KEYNOTE

FURNITURE

EQUIPMENT

WINDOW

CEILING A-101

D

X-XXX X XX

SPECIAL CONDITIONS CODE

FINISH LABELS: F = FLOOR B = BASE W = WALL C = CEILING FINISH CODES

STC RATING

WALL

ROOM NUMBER

ROOM FINISH

WIDTH

LOCKSET NUMBER

KD

KNOCK-DOWN FRAME

LAV LBS LTWT

LAVATORY POUNDS LIGHT WEIGHT

(ME) MDF

MATCH EXISTING MEDIUM DENSITY FIBERBOARD MANUFACTURER MAGNETIC HOLD-OPEN MASONRY OPENING MAXIMUM MINIMUM MISCELLANEOUS

(E) EA EJ EQ EQPT

EXISTING EACH EXPANSION JOINT EQUAL EQUIPMENT

FF FG FFG FT FTG FTDF FOF FOS

FINISH FLOOR FIRE-RATED GLASS FROSTED FIRE-RATED GLASS FEET (N) FROSTED TEMPERED GLASS N/A FIRE TREATED DOUGLAS FIR NTS FACE OF FINISH NO. FACE OF STUD OC OD GAUGE GALVANIZED IRON OF/CI GYPSUM OF/OI

MFR MHO MO MAX MIN MISC

OPP OH

NEW NOT APPLICABLE NOT TO SCALE NUMBER ON CENTER OUTSIDE DIAMETER OWNER FURNISHED CONTRACTOR INSTALLED OWNER FURNISHED OWNER INSTALLED OPPOSITE OPPOSITE HAND

RO REV RM

ROUGH OPENING REVISION ROOM

SC SM SMS SIM SPEC SQ SS STD STL

SOLID CORE SHEET METAL SHEET METAL SCREW SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STANDARD STEEL

TG TLT TYP

TEMPERED GLASS TOILET TYPICAL

UNIVERSITY OF CALIFORNIA, BERKELEY 1936 UNIVERSITY AVE, 2ND FLOOR BERKELEY, CA 94704 CONTACT: V. ALLAN PALMER (PROJECT MANAGER) T: 510.642.1196 EMAIL: [email protected] ARCHITECT

TAYLOR DESIGN 26 O'FARRELL STREET, SECOND FLOOR SAN FRANCISCO, CA 94108 CONTACT: ROB WILLIAMSON T:415.992.4455 EMAIL:[email protected]

X' - X" X' - X" XXXX X X' - X" #X

NUMBER OF SHELVES

ROOM AREA

ROOM NAME XXX XXX SF

ROOM NUMBER

UNIVERSITY OF CALIFORNIA, BERKELEY BERKELEY, CA 94720

ARCHITECTURAL A-520

TYPICAL FRAMING DETAILS

EXISTING BUILIDNG OCCUPANCY:

BUSINESS GROUP B ASSEMBLY GROUP A-3

EXISTING NUMBER OF STORIES:

4 OCCUPIED STORIES ABOVE GRADE PLAN PLUS 1 STOREY MECHANICAL ATTIC

EXISTING BUILDING SQUARE FOOTAGE:

+/- 65,660 SQ. FT.

GENERAL G-000 G-002 G-010 G-100 G-101

COVERSHEET UL ASSEMBLIES GENERAL NOTES CODE ANALYSIS 2ND & 3RD FLOOR - WALL ANALYSIS

FIRE PROTECTION:

FULLY SPRINKLERED

EXISTING TYPE OF CONSTRUCTION: PROPOSED TYPE OF CONSTRUCTION:

1-F.R. TYPE IIA (PER CBC TABLE 504.4 AND TABLE 506.2)

ARCHITECTURAL A-000 A-022 A-220 A-221 A-222 A-223 A-500 A-510 A-530 A-540 A-600

ARCHITECTURAL GENERAL NOTES LEVEL 2 OVERALL DEMOLITION PLAN GROUND LEVEL OVERALL FLOOR PLAN (FOR REFERENCE ONLY) LEVEL 1 OVERALL FLOOR PLAN LEVEL 2 OVERALL FLOOR PLAN LEVEL 3 OVERALL FLOOR PLAN WALL AND FLOOR DETAILS FIRE RATED DETAILS TYPICAL CEILING DETAILS INTERIOR DETAILS DOOR SCHEDULE AND DOOR LEGEND

UNDERWRITERS LABORATORY U/S UNDERSIDE U.N.O. UNLESS NOTED OTHERWISE VERT VF/VI

VERTICAL VENDOR FURNISHED VENDOR INSTALLED VENDOR FURNISHED CONTRACTOR INSTALLED

VF/CI W/ W/O WD WT

WITH WITHOUT WOOD WEIGHT

YD

YARD

E

PROJECT DESCRIPTION D

LEWIS HALL IS A 1948 BUILDING THAT HOUSES B-OCCUPANCY OFFICES, CLASSROOMS, CHEMISTRY RESEARCH LABS, AND AN A-OCCUPANCY 350-SEAT LECTURE HALL. THE BUILDING IS CONSTRUCTED OF REINFORCED CONCRETE COLUMNS, FLOORS, AND SHEAR WALLS RESEMBLING CONTEMPORARY TYPE 1 & 2 CONSTRUCTION. INTERIOR PARTITIONS ARE CONSTRUCTED PRIMARILY OF PLASTER ON LATH SUPPORTED BY A GRID OF COLD-ROLLED STEEL CHANNELS WIRE-TIED TO STEEL ANGLES SPANNING FROM FLOOR TO DECK ABOVE. THE BUILDING HAS UNDERGONE VARIOUS FIRE & LIFE SAFETY IMPROVEMENTS, INCLUDING THE INSTALLATION OF A FIRE SPRINKLER SYSTEM THROUGHOUT, INSTALLATION OF FIRE-RESISTIVE SEPARATION OF THE STAIR WELLS FROM THE CORRIDORS, AND A RETROFIT TO A PORTION OF THE 2ND FLOOR SOUTHEAST CORRIDOR WALLS TO CREATE FIRE-RESISTIVE SEPARATIONS BETWEEN THE LAB AND CORRIDOR.

AGENCY APPROVAL

THIS PROJECT WILL PROVIDE FURTHER INCREMENTAL FIRE & LIFE SAFETY IMPROVEMENTS, INCLUDING THE DIVISION OF THE 2ND FLOOR INTO 2 HAZARDOUS MATERIAL CONTROL AREAS THROUGH THE INSTALLATION OF A 1-HOUR FIRE BARRIER SEPARATION. THE SECOND FLOOR CONTROL AREAS WILL BE SEPARATED FROM THE 1ST AND 3RD FLOOR CONTROL AREAS BY RETROFITTING THE FLOORS TO CREATE FIRE-RESISTANCE RATED HORIZONTAL SEPARATIONS. A 2-HOUR SHAFT ENCLOSURE WILL BE CREATED AT DUCT RISERS THROUGH THE COMBINATION OF A NEW FIRE-RESISTIVE RATED PARTITION AT THE 2ND FLOOR, INTUMESCENT DUCT WRAP AROUND DUCT RISERS ON THE 1ST AND 3RD FLOORS, AND HORIZONTAL FIRE-RESISTIVE RATED ASSEMBLIES AT FLOOR OPENINGS AT THE 2ND AND 3RD FLOOR LINES.

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Amy Chen

REVISION SCHEDULE

APPLICABLE CODES AND STANDARDS

1 HOUR SMOKE

REVISION CLOUD

2 HOUR

3 HOUR

2016

CALIFORNIA ADMINISTRAVIE CODE (CAC) PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)

2016

CALIFORNIA BUILDING CODE (CBC) PART 2, TITLE 24, CCR

2016

CALIFORNIA ELECTRICAL CODE (CEC) PART 3, TITLE 24, CCR

EXISTING COLUMN GRID 1

B

REVISION NUMBER

REVISION CLOUD AND MARK

0

2016

CALIFORNIA MECHANICAL CODE (CMC) PART 4, TITLE 24, CCR

0

2016

CALIFORNIA PLUMBING CODE (CPC) PART 5, TITLE 24, CCR

2016

CALIFORNIA ENERGY CODE PART 6, TITLE 24, CCR

2016

CALIFORNIA FIRE CODE (CFC) PART 9, TITLE 24, CCR

CAMPUS MAP

NO.

LEVEL NAME

XXXXXXX X'-X"

B

LEVEL MARKER

VIEW TITLE DETAIL / DRAWING NUMBER

DETAIL / DRAWING TITLE

DATE:

UNIVERSITY OF CALIFORNIA, BERKELEY LEWIS HALL FIRE SEPARATION UPGRADES LEWIS HALL FACILITY NAME:

LEWIS HALL

OWNER PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY BERKELEY, CA 94720 12471A

AUTHORITY HAVING JURISDICTION: AGENCY FACILITY NUMBER: AGENCY BUILDING NUMBER: AGENCY PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY -

ARCHITECT PROJECT NO:

5318.100

FACILITY ADDRESS:

2016

CALIFORNIA GREEN BUILDING CODE (CGC) PART 11, TITLE 24, CCR

2016

CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) TITLE 8, CCR

ELEVATION

NORTH ARROW

REVISION NAME

PROJECT INFORMATION

NEW COLUMN GRID

GRID MARKERS

DIRECTION OF NORTH

A

3/27/18

DOOR

ROOM

WALL FIRE RATING SYMBOLOGY

1 HOUR

PROJECT ADDRESS:

UL

DEPTH

GRAPHIC SYMBOLS

G-000_COVERSHEET

JOINT

PAINT STEEL PLATE PLASTIC LAMINATE

DOOR NUMBER

CASEWORK

3/22/2018 2:44:19 PM

JT

P PL PLAM

SHEET INDEX

XXXXX

HEIGHT

ID IN

INTERNATIONAL BUILDING CODE INSIDE DIAMETER INCH

DUAL EGRESS DIAMETER DIMENSION

GA GI GYP

HOLLOW METAL HOLD-OPEN HORIZONTAL HOLLOW STRUCTURAL SECTION HEIGHT

PROJECT INFORMATION

OWNER

SEGMENT MATCHLINE

WOODWORK INSTITUE MODEL NUMBER

C

SHEET NUMBER FOR THE NEXT SEGMENT

IBC

DE DIA DIM

A-101

FIRE RATING

F B W C

XX-XXX XX-XXX XX-XXX XX-XXX

WALL HEIGHT CODE

STUD SIZE

ROOM NAME 101

HM HO HORZ HSS HT

CLEAR ANODIZED CONTRACTOR FURNISHED CONTRACTOR INSTALLED CJ CONTROL JOINT CL CENTER LINE CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUOUS

TAGS

STUD CONFIGURATION

BOARD

CA CF/CI

SHEET NUMBER

SHEET NUMBER

ANCHOR BOLT ABOVE FINISH FLOOR ALUMINUM AUDIO-VISUAL

PROJECT TEAM

THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO CONSTRUCT THE PROJECT IN ACCORDANCE WITH CALIFORNIA BUILDING STANDARDS CODE, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR). SHOULD ANY CONDITION DEVELOP NOT COVERED BY THE APPROVED PLANS OR SPECIFICATIONS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR), A CHANGE ORDER DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY THE UNIVERSITY AND ARCHITECT BEFORE PROCEEDING WITH THE WORK.

DATE: 01/22/18

SHEET TITLE

COVERSHEET

A

View Name

XXX

1/8" = 1'-0"

TD-VIEW TITLE SUB-TITLE SHEET NUMBER

DRAWING SCALE

G-000

DETAIL / DRAWING SUB-TITLE 1

2

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PACKAGE ISSUANCE: 2018-03-22 PERMIT AND BID SET

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Irvine 17850 Fitch Irvine, CA 92614 949.574.1325

San Francisco 26 O'Farrell Street 2nd Floor San Francisco, CA 94108 415.992.4455

San Diego 2770 Historic Decatur Road Suite 206 San Diego, CA 92106 619.398.0440

DESIGN PROFESSIONAL STAMP

12-31-19

G

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F

F

E

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D

D

AGENCY APPROVAL

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Amy Chen

3/27/18

REVISION SCHEDULE NO.

REVISION NAME

DATE:

PROJECT INFORMATION

B

B

UNIVERSITY OF CALIFORNIA, BERKELEY LEWIS HALL FIRE SEPARATION UPGRADES LEWIS HALL FACILITY NAME: OWNER PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY BERKELEY, CA 94720 12471A

AUTHORITY HAVING JURISDICTION: AGENCY FACILITY NUMBER: AGENCY BUILDING NUMBER: AGENCY PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY -

ARCHITECT PROJECT NO:

5318.100

G-002_UL ASSEMBLIES

FACILITY ADDRESS:

DATE: 01/22/18

SHEET TITLE

A

3/22/2018 2:44:20 PM

A

UL ASSEMBLIES SHEET NUMBER

G-002 1

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PACKAGE ISSUANCE: 2018-03-22 PERMIT AND BID SET

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GENERAL CONSTRUCTION NOTES 1.

SCOPE OF DOCUMENTS: THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL AND ELECTRICAL SYSTEMS. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, FURNISH ALL ITEMS REQUIRED FOR THE EXECUTION AND COMPLETION OF THE WORK

2.

3.

ALL CONSTRUCTION AND MATERIALS SHALL BE SPECIFIED AS REQUIRED BY THE CALIFORNIA BUILDING CODE, LOCAL GOVERNING CODES AND AUTHORITIES.

4.

VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE SPECIFICATIONS OR DRAWINGS, OR IN THE WORK DONE BY OTHERS FROM THE CONTRACT DOCUMENTS THAT AFFECT ANY WORK, NOTIFY THE ARCHITECT AT ONCE FOR NSTRUCTION ON HOW TO PROCEED. IF THE CONTRACTOR PROCEEDS WITH THE WORK AFFECTED WITHOUT INSTRUCTIONS FROM THE ARCHITECT, THE CONTRACTOR SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECT.

5.

CONFINE ALL OPERATIONS ON THE SITE TO AREAS PERMITTED BY THE OWNER. THE WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE LAWS, LOCAL ORDINANCES, PERMITS AND THE CONTRACT DOCUMENTS. THE JOB SITE IS TO BE MAINTAINED IN A CLEAN, ORDERLY CONDITION FREE OF DEBRIS AND LITTER AND SHALL NOT BE UNREASONABLE ENCUMBERED WITH ANY MATERIAL OR EQUIPMENT. EACH SUBCONTRACTOR UPON COMPLETION OF EACH PHASE OF HIS WORK SHALL IMMEDIATELY REMOVE ALL TRASH AND DEBRIS AS A RESULT OF HIS OPERATION.

6.

G

1.

COMPLY WITH TITILE II OF THE (ADA) AMERICAN WITH DISABILITY ACT FOR PUBLIC BUILDINGS AND THE TITILE 24 ACCESSIBILITY REQUIREMENTS OF THE C.B.C. CHAPTER 11B. A. CONSTRUCTION SUPPORT FACILITIES: CONTRACTOR SHALL APPLY REQUIREMENTS TO TEMPORARY OR PERMANENT CONSTRUCTION SUPPORT FACILITIES FOR USES AND ACTIVITIES NOT DIRECTLY ASSOCIATED WITH THE ACTUAL PROCESSES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO OFFICES, MEETING ROOMS, PLAN ROOMS, OTHER ADMINISTRATIVE OR SUPPORT FUCTIONS. WHEN PROVIDED, TOILET AND BATHING FACILITIES SERVING CONSTRUCTION SUPPORT FACILITIES SHALL COMPLY WITH SECTION 11B-213. WHEN TOILET AND BATHING FACILITIES SERVING CONSTRUCTION SUPPORT FACILITIES ARE PROVIDED BY PORTABLE UNITS, AT LEAST ONE OF EACH TYPE SHALL BE ACCESSIBLE AND CONNECTED TO THE CONSTRUCTION SUPPORT FACILITIES IT SERVES BY AN ACCESSIBLE ROUTE. CBC 11B-201.4

2.

3.

ACCESSIBLE ROUTE OF TRAVEL (PATH OF TRAVEL): A. PROVIDE AN ACCESSIBLE ROUTE OF TRAVEL COMPLYING WITH CBC 11B-402.1; B. AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE SITE SHALL BE PROVIDED FROMPUBLIC TRANSPORTATION STOPS, ACCESSIBLE PARKING AND ACCESSIBLE PASSENGER LOADING ZONES AND PUBLIC STREETS OR SIDEWALKS TO THE ACCESSIBLE BUILDING ENTRANCE THEY SERVE. (CBC 11B-206.2.1); C. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, FACILITIES, ELEMENTS AND SPACES THAT ARE ON THE SAME SITE. (CBC 11B-206.2.2); D. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING OR FACILITY (CBC 11B-206.2.4); E. ALL ENTRANCES AND EXTERIOR GROUND-FLOOR EXITS TO BUILDINGS AND FACILITIES SHALL COMPLY WITH SECTION 11B-404 (CBC 11B-206.4.1); F. IN EXISTING FACILITIES AND FACILITIES WHERE NOT ALL ENTRANCES COMPLY WITH SECTION 11B-404, ENTRANCES COMPLYING WITH SECTION 11B-404 SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11B703.7.2.1 DIRECTIONAL SIGNS COMPLYING WITH 11B-703.5 THAT INDICATE THE LOCATION OF THE NEAREST ENTRANCE COMPLYING WITH SECTION 11B-404 SHALL BE PROVIDED AT ENTRANCES THAT DO NOT COMPLY WITH SECTION 11B-404. DIRECTIONAL SIGNS COMPLYING WITH SECTION 11B-703.5, INCLUDING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11B-703.7.2.1 INDICATING THE ACCESSIBLE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE SHALL BE PROVIDED AT JUNCTIONS WHEN THE ACCESSIBLE ROUTE DIVERGES FROM THE REGULAR CIRCULATION PATH. (CBC 11B-216.6); G. CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS ON ACCESSIBLE ROUTES SHALL COMPLY WITH SECTION 11B-406. CURB RAMPS MAY BE PERPENDICULAR, PARALLEL, OR A COMBINATION OF PERPENDICULAR AND PARALLEL. (CBC 11B-406.1); H. WHERE PROVIDED, PASSENGER DROP-OFF AND LOADING ZONES SHALL COMPLY WITH CBC 11503. PASSENGER DROP-OFF AND LOADING ZONES SHALL PROVIDE ACCESS AISLES COMPLYING WITH SECTION 503 ADJACENT AND PARALLEL TO THE VEHICLE PULLUP SPACE. ACCESS AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE AND SHALL NOT OVERLAP THE VEHICULAR WAY; I. RAMPS USED AS EXITS (MATERIAL DELETED) SHALL COMPLY WITH CBC 1022.1 AND CBC 1026.1. RAMPS ON ACCESSIBLE ROUTES SHALL COMPLY WITH SECTION 11B-405; J. ACCESSIBLE WALKING SURFACES SHALL COMPLY WITH CBC 11B-403.1; K. CHANGES IN LEVEL MAY BE VERTICAL WITHOUT EDGE TREATMENT UP TO ¼”. CHANGES IN LEVEL BETWEEN ¼” AND ½” SHALL BE BEVELED AND WITH A SLOPE NO GREATER THAN 1:2. CHANGES IN LEVEL GREATER THAN ½” SHALL BE ACCOMPLISHED BY MEANS OF A COMPLYING CURB RAMP, RAMP, ELEVATOR OR PLATFORM LIFT. (CBC 11B-401.1); L. CROSS-SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48 (CBC 11B-403.3). CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. CHANGES IN LEVEL OTHER THAN THE RUNNING SLOPE AND CROSS SLOPE ARE NOT PERMITTED ON RAMP RUNS. (CBC 11B-405.4); M. IN NEW CONSTRUCTION OF BUILDINGS WHERE ELEVATORS ARE REQUIRED BY SECTION 11B-206.2.3 AND WHICH EXCEED 10,000 SQUARE FEET ON ANY FLOOR, AN ACCESSIBLE MEANS OF VERTICAL ACCESS VIA RAMP, ELEVATOR OR LIFT SHALL BE PROVIDED WITHIN 200 FEET OF TRAVEL OF EACH STAIR AND EACH ESCALATOR. IN EXISTING BUILDINGS THAT EXCEED 10,000 SQUARE FEET ON ANY FLOOR AND IN WHICH ELEVATORS ARE REQUIRED BY SECTION 11B-206.2.3 WHENEVER A NEWLY CONSTRUCTED MEANS OF VERTICAL ACCESS IS PROVIDED VIA STAIRS OR AN ESCALATOR, AN ACCESSIBLE MEANS OF VERTICAL ACCESS VIA RAMP, ELEVATOR OR LIFT SHALL BE PROVIDED WITHIN 200 FEET OF TRAVEL OF EACH NEW STAIR OR ESCALATOR; N. FLOOR OR GROUND SURFACES SHALL BE FREE OF OPENINGS WHENEVER POSSIBLE. OPENINGS SHALL NOT ALLOW PASSAGE OF A SPHERE MORE THAN ½” DIAMETER EXCEPT AS ALLOWED IN SECTIONS 11B-407.4.3, 11B-409.4.3, 11B-410.4, 11B-810.5.3, AND 11B-810.10. ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. (CBC 11B-302.3) O.ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS; WALKING SURFACES WITH RUNNING SLOPE NOT STEEPER THAN 1:20 DOORWAYS, RAMPS, CURB RAMPS EXCLUDING THE FLARED SIDES, ELEVATORS AND PLATFORM LIFTS. ALL COMPONENETS OF AN ACCESSIBLE ROUTE WITH THE APPLICABLE REQUIREMENTS OF DIVISION 4. CBC. 11-B-402.2 P. THE CLEAR WIDTH FOR SIDEWALKS AND WALKS SHALL BE 48 INCHES MINIMUM. CBC 403.5.1 Q. TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES MINIMUM AND 38 INCHES MAXIMUM VERTICALLY ABOVE WALKING SURFACES, STAIR NOSINGS, AND RAMP SURFACES. HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE WALKING SURFACES, STAIR NOSINGS, AND RAMP SURFACES.

ALL CUTTING, FITTING OR PATCHING THAT MAY BE REQUIRED TO MAKE SEVERAL PARTS FIT TOGETHER PROPERLY SHALL BE DONE SO AS NOT TO ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATING OR OTHERWISE ALTERING THE TOTAL WORK OR ANY PART OF IT. ALL PATCHING, REPAIRING AND REPLACING OF MATERIALS AND SURFACES, CUT OR DAMAGED IN EXECUTION OF WORK SHALL BE DONE WITH APPLICABLE MATERIAL SO THAT SURFACES REPLACED WILL, UPON COMPLETION, MATCH SURROUNDING SIMILAR SURFACES.

8.

NO PORTION OF THE WORK REQUIRING SHOP DRAWINGS OR A SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH THE REVIEWED SHOP DRAWINGS AND SAMPLES.

9.

DIMENSIONS: A. DIMENSIONS HAVE PRIORITY OVER SCALE B. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE . C. CEILING HEIGHT DIMENSIONS ARE FROM FINISH FLOOR SLAB TO FINISH FACE OF CEILING UNLESS NOTED OTHERWISE. D. ACCESSIBILITY DIMENSIONS ARE FROM FACE OF FINISH (FOF) TO FACE OF FINISH (FOF) OR MINIMUM CLEARANCE DIMENSIONS AS NOTED ON THE DRAWINGS.

10.

PROVIDE NECESSARY BACKING AND FRAMING FOR CASEWORK, GRAB BARS, FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, LIGHT FIXTURES, ELECTRICAL UNITS AND ALL OTHER REQUIRED ITEMS.

11.

WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER DUCTS, PIPING AND CONDUITS, ETC., THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL SURFACE OF THE WALL WIDTH AND LENGTH WHERE THE FURRING OCCURS, UNLESS NOTED OTHERWISE.

F

12.

PROVIDE ACCESS PANELS TO ALL CONCEALED SPACES (I.E. ATTICS, VOID SPACES, ETC.) AS REQUIRED BY THE CALIFORNIA BUILDING CODE AND LOCAL GOVERNING AUTHORITIES

13.

ALL ELECTRICAL PANELS, LIGHTS, FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, ETC., LOCATED IN RATED PARTITIONS OR CEILINGS SHALL BE BACKED WITH GYPSUM BOARD AS REQUIRED TO MAINTAIN RATING.

14.

COMPLY WITH THE DISABLED ACCESSIBILITY REQUIREMENTS OF THE CALIFORNIA BUILDING CODE CHAPTER 11 AND THE AMERICANS WITH DISABILITIES ACT (ADA).

15.

THE CONTRACTORS AND SUB-CONTRACTORS PERFORMING WORK ON THIS PROJECT SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING A REASONABLE AND PRUDENT SAFETY PROGRAM INCLUDING, BUT NOT LIMITED TO, THE ISOLATION OF WORK AREAS AND THE PROMPT REMOVAL OF ANY DEBRIS OR TOOLS WHICH MIGHT ENDANGER VISITORS, OR PERSONNEL. ALL ROADS AND WALKWAYS SHALL REMAIN CLEAR AND UNOBSTRUCTED. WHEN NECESSARY, ALTERNATE ROUTES OR TRAFFIC CONTROL MUST BE MAINTAINED, SHOULD UNSAFE CONDITIONS OCCUR.

16.

ANY TIME A BUILDING OR A PORTION OF A BUILDING IS OCCUPIED, THE MEANS OF EGRESS SERVING THE OCCUPIED PORTION SHALL BE ILLUMINATED AT AN INTENSITY OF NOT LESS THAN 1-FOOT-CANDLE (11 LUX) AT THE WALKING SURFACE LEVEL. CBC 1006

E

4.

6

10.

11.

12.

SIGNS AND IDENTIFICATION: A. NEW OR ALTERED SIGNS AND IDENTIFICATION DEVICES SHALL COMPLY WITH CBC 11B703; B. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. (CBC 11B-703.5.1) CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUNDS. (CBC 11B-703.5.1); C. CONFORM WITH CHARACTER SIZES AND TYPES IN CBC 11B-703.5.2, 11B-703.5.3, 11B-7055.4, AND 11B-705.5.5 EXIT SIGNS AND MEANS OF EGRESS ILLUMINATION; A. WHERE REQURED. EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. THE PATH OF EGRESS TRAVEL TO EXITS AND WITHIN EXITS SHALL BE MARKED BY READILY VISIBLE EXIT SIGNS TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL IN CASES WHERE THE EXIT OR THE PATH OF EGRESS TRAVEL IS NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS. INTERVENING MEANS OF EGRESS DOORS WITHIN EXITS SHALL BE MARKED BY EXIT SIGNS. EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT ACCESS CORRIDOR OR EXIT PASSAGEWAY IS MORE THAN 100 FEET (30 480MM) OR THE LISTED VIEWING DISTANCE FOR THE SIGN, WHICHEVER IS LESS, FROM THE NEAREST VISIBLE SIGN. CBC 1013. B. EXIT SIGN SHALL BE INTERNALLY ILLUMINATED OR EXTERNALLY ILLUMINATED. - INTERNALLY ILLUMINATED EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND CHAPTER 270. - EXTERNALLY ILLUMINATED EXIT SIGNS SHALL COMPLY WITH THE GRAPHICS AND POWER SOURCE REQUIREMENTS IN SECTION 1013.6.1 AND 1013.6.3 RESPECTIVELY. WHEN THE FACE OF AN EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 5-FOOT-CANDLES (54 LUX). CBC 1013.3. C. RAISED CHARACTER AND BRAILLE EXIT SIGNS PER CBC 1013.4 D. POWER SOURCE. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. TO ENSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 90 MINUTES IN CASE OF PRIMARY POWER LOSS, THE SIGN ILLUMINATION MEANS SHALL BE CONNECTED TO AN EMERGENCY POWER LOSS, THE SIGN ILLUMINATION MEANS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM PROVIDED FROM STORAGE BATTERIES, THE UNIT EQUIPMENT OR AN ON-SITEGENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH CHAPTER 27. IN ACCORDANCE PER CBC 1013.6.3 . 1. CORRIDOR, INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS IN A BUILDING REQUIRE TO HAVE TWO OR MORE EXITS. 2. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1028.1, IN BUILDINGS REQUIRE TO HAVE TWO OR MORE EXITS. 3. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1010.1.6 FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRE TO HAVE TWO OR MORE EXITS. E. ILLUMINATION LEVEL UNDER EMERGENCY POWER. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOTCANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOTCANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOTCANDLE (6 LUX) AT THE END OF THE EMERGENCYLIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLIMINATION UNIFORMITY RATION OF 40 TO 1 SHALL NOT BE EXCEEDED. HANDRAILS TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES MINIMUM AND 38 INCHES MAXIMUM VERTICALLY ABOVE WALKING SURFACES, STAIR NOSINGS, AND RAMP SURFACES. HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE WALKING SURFACES, STAIR NOSINGS, AND RAMP SURFACES.

ACCESSIBLE EGRESS: A. PROVIDE ACCESSIBLE EGRESS IN PORTIONS OF BUILDING REQUIRED TO BE ACCESSIBLE IN COMPLIANCE WITH CBC 1007 AND CBC 11B AS APPLICABLE. B. FIRE ALARM SYSTEMS SHALL HAVE PERMANENTLY NSTALLED AUDIBLE AND VISIBLE ALARMS COMPLYING WITH NFPA 72 AND CFC 907.5.2.1 AND 907.5.2.3 ACCESSIBLE DOORS: A. AUTOMATIC AND POWER ASSISTED DOORS SHALL COMPLY WITH CBC 11B-404.3; B. THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR. SUCH FLOOR OR LANDING SHALL BE A THE SAME ELEVATION ON EACH SIDE OF THE DOOR. LANDINGS SHALL BE LEVEL EXCEPT FOR EXTERIOR LANDINGS, WHICH ARE PERMITTED TO HAVE A SLOPE NOT TO EXCEED 2 PERCENT SLOPE.” BUT THERE ARE A FEW EXCEPTIONS NOTED AS WELL. (CBC 1010.1.5); C. THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS, OTHER THAN FIRE DOORS, SHALL NOT EXCEED 5 POUNDS. (CBC 1010.1.3); D. SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. (CBC 11B-404.2.10); E. PROVIDE MANEUVERING CLEARANCE AT DOORS TO COMPLY WITH CBC 11B-404.2.4

5.

D

6.

HAZARDS: A.

B.

7.

8.

OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4 INCHES MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH. (CBC 11B-307.2); PROVIDE DETECTABLE WARNINGS AS REQUIRED BY CBC 11B-247.1.2. DETECTABLE WARNINGS SHALL COMPLY WITH CBC 11B-705.1.

1.

DURING CONSTRUCTION, ALTERATION AND DEMOLITION OPERATIONS, COMPLY WITH NFPA 241 2013 EDITION. (CFC 3301.1)

2.

TEMPORARY HEATING EQUIPMENT SHALL BE IN ACCORDANCE WITH SECTION 3303 OF THE 2016 CALIFORNIA FIRE CODE.

3-

PRECAUTIONS AGAINST FIRE SHALL BE IN ACCORDANCE WITH SECTION 3304 OF THE 2016 CALIFORNIA FIRE CODE.

4.

CUTTING AND WELDING OPERATIONS SHALL BE IN ACCORDANCE WITH CHAPTER 35 OF THE 2016 CALIFORNIA FIRE CODE. (2016 CFC 3304.6)

5.

STORAGE, USE AND HANDLING OF FLAMMABLE AND COMBUSTIBLE LIQUIDS SHALL BE IN ACCORDANCE WITH SECTION 5704 OF THE 2016 CALIFORNIA FIRE CODE. (2016 CFC 3305)

6.

FLAMMABLE AND COMBUSTIBLE LIQUID STORAGE AREAS SHALL BE MAINTAINED CLEAR OF COMBUSTIBLE VEGETATION, WASTE MATERIALS AND STORAGE OF COMBUSTIBLE MATERIALS. (2016 CFC 3305.3)

7.

SMOKING SHALL BE PROHIBITED EXCEPT IN APPROVED AREAS. IN APPROVED AREAS WHERE SMOKING IS PERMITTED, SIGNS SHALL BE POSTED AND APPROVED ASHTRAYS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 310. (2016 CFC 3304.1, 3305.4)

8.

CLASS I AND II LIQUIDS SHALL BE KEPT IN APPROVED SAFETY CONTAINERS. (2016 CFC 3305.5)

9.

LEAKING SAFETY CONTAINERS SHALL BE IMMEDIATELY REPAIRED OF TAKEN OUT SERVICE. SPILLS SHALL BE IMMEDIATELY CLEANED UP AND PROPERLY DISPOSED. (2016 CFC 3305.6)

10.

STORAGE, USE AND HANDLING OF FLAMMABLE GASES SHALL BE IN ACCORDANCE WITH CHAPTER 58 OF THE 2016 CALIFORNIA FIRE CODE. (2016 CFC 3306)

11.

STORAGE, USE AND HANDLING OF EXPLOSIVE MATERIALS SHALL BE IN ACCORDANCE WITH CHAPTER 56 OF THE 2016 CALIFORNIA FIRE CODE. (2016 CFC 3307)

12-

OWNERS SHALL DESIGNATE A PERSON TO BE THE FIRE PREVENTION PROGRAM SUPERINTENDENT.(2016 CFC 3308.1)

13.

FIRE PREVENTION PROGRAM SUPERINTENDENT SHALL DEVELOP AND MAINTAIN AN APPROVED PRE-FIRE PLAN IN COOPERATION WITH THE FIRE CHIEF. FIRE CHIEF, FIRE CODE OFFICIAL SHALL BE IMMEDIATELY NOTIFIED OF ANY CHANGES AFFECTING THE UTILIZATION OF THE PRE-FIRE PLAN. (2016 CFC 3308.2)

14.

FIRE PREVENTION PROGRAM SUPERINTENDENT SHALL BE RESPONSIBLE FOR TRAINING OF RESPONSIBLE PERSONNEL IN THE USE OF FIRE PROTECTION EQUIPMENT. (2016 CFC 3308.3)

15.

FIRE PREVENTION PROGRAM SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE SERVICE AND MAINTENANCE FOR PROTECTION EQUIPMENT. (2016 CFC 3308.4)

16.

FIRE PREVENTION PROGRAM SUPERINTENDENT SHALL BE RESPONSIBLE FOR SUPERVISING THE PERMIT SYSTEM FOR HOT WORK OPERATIONS IN ACCORDANCE WITH 2016 CALIFORNIA FIRE CODE CHAPTER 35 (2016 CFC 3308.5)

17.

IMPAIRMENT TO ANY FIRE PROTECTION SYSTEM SHALL BE IN ACCORDANCE WITH 2016 CALIFORNIA FIRE CODE SECTION 901. (2016 CFC 3308.6)

18.

AN EMERGENCY TELEPHONE SHALL BE READILY ACCESSIBLE IN AN APPROVED LOCATION. THE EMERGENCY FIRE DEPARTMENT NUMBER AND THE CONSTRUCTION SITE ADDRESS SHALL BE POSTED ADJACENT TO THE TELEPHONE (2016 CFC 3309)

19.

APPROVED VEHICLE ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED TO ALL CONSTRUCTION OR DEMOLITION SITES. VEHICLE ACCESS SHALL BE PROVIDED TO WITHIN 100 FEET OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICLE ACCESS SHALL BE PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS, CAPABLE OF SUPPORTING VEHICLE LOADING UNDER ALL WEATHER CONDITIONS. VEHICLE ACCESS SHALL BE MAINTAINED UNTIL PERMANENT FIRE APPARATUS ACCESS ROADS ARE AVAILABLE. (2016 CFC 3310.1)

20.

PROVIDE KEY BOX IN ACCORDANCE WITH 2016 CALIFORNIA FIRE CODE CHAPTER 5.(2016 CFC 3310.2)

21.

DURING CONSTRUCTION, ALTERATION, REMODELING, AND DEMOLITION, REQUIRED MEANS OF EGRESS SHALL BE MAINTAINED. (2016 CFC 3311.2)

22.

PROVIDE APPROVED FIRE PROTECTION WATER SUPPLY PRIOR TO ARRIVAL OF COMBUSTIBLE MATERIALS ON SITE. (2016 CFC 3312)

23.

IN BUILDINGS REQUIRED TO HAVE STAND PIPES BY 905.3.1 NOT LESS THAN ONE STANDPIPE SHALL BE PROVIDED FOR USE DURING CONSTRUCTION. SUCH STANDPIPES SHALL BE INSTALLED PRIOR TO BUILDING EXCEEDING 40 FEET ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS. SUCH STANDPIPE SHALL PROVIDE FIRE DEPARTMENT ACCESSIBLE HOSE CONNECTIONS ADJACENT TO USABLE STAIRS. MAINTAIN STAND PIPE WITHIN ONE FLOOR OF HIGHEST POINT OF CONSTRUCTION HAVING SECURED DECKING OR FLOORING. (2016 CFC 3313.1)

G-010_GENERAL NOTES

8.

3/22/2018 2:44:21 PM

CBC CHAPTER 10 2016 MEANS OF EGRESS A. THE MEANS OF EGRESS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FOOT 6 INCHES. (1003.2) B. THE MEANS OF EGRESS SHALL HAVE A SLIP-RESISTANT, SECURELY ATTACHED WALKING SURFACE. (1003.4) C. THE MEANS OF EGRESS SHALL HAVE AN UN-INTERRUPTED PATH OF TRAVEL THAT DOES NOT DIMINISH REQUIRED CAPACITY TO AN EXIT DISCHARGE. (1003.6) D. EVERY ROOM OR SPACE WHICH IS USED FOR ASSEMBLY, CLASSROOM, DINING, DRINKING, OR SIMILAR PURPOSES HAVING AN OCCUPANT LOAD OF 50 OR MORE SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE CONSPICUOUSLY POSTED NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY. POSTED SIGNS SHALL BE AN APPROVED, LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY OWNER OR AUTHORIZED AGENT. (1004.3) E. ALL MEANS OF EGRESS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 32 INCHES AT DOORWAYS (1010.1.1), NOT LESS THAN 44 INCHES AT STAIRWAYS (1011.2), CORRIDORS (1020.2) AND EXIT PASSAGEWAYS (1024.2 ) AND NOT LESS THAN 48 INCHES AT RAMPS (11B-405.5) F. ALL MEANS OF EGRESS, INCLUDING EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED (CFC 1008.1). EGRESS ILLUMINATION SHALL BE CONNECTED TO THE EMERGENCY POWER SYSTEM. EMERGENCY POWER SYSTEM SHALL BE CAPABLE OF SUSTAINING EGRESS ILLUMINATION FOR NO LESS THAN A 90 MINUTE DURATION (1008.3.4). THE MEANS OF EGRESS, AND EXIT DISCHARGE, SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH A LIGHT INTENSITY OF NOT LESS THAN 1 FOOT CANDLE AT THE WALKING SURFACE LEVEL (1010.3.5).

9.

CONSTRUCTION DOCUMENTS APPROVED BY THE FIRE CODE OFFICIAL ARE APPROVED WITH THE INTENT THAT SUCH CONSTRUCTION DOCUMENTS COMPLY IN ALL RESPECTS WITH CURRENT CODE. REVIEW A ND APPROVAL BY THE FIRE CODE OFFICIAL SHALL NOT RELIEVE THE APPLICANT OF THE RESPONSIBILITY OF COMPLIANCE WITH THIS CODE (CFC 105.4.4)

10.

COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM, FIRE SPRINKLER, OTHER SPECIAL TYPES OF AUTOMATIC FIRE PROTECTION SYSTEMS AND APPURTENANCES THERETO, AND WET AND DRY STANDPIPES, SHALL BE SUBMITTED TO FIRE FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION (CFC 901, 903, 905.2, 907.1)

11.

FIRE EXTINGUISHER SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH CFC 903 AND 904, AND COMPLY WITH STANDARDS OF 903.3 AND DO NOT PROTRUDE MORE THAN 4" INTO THE CIRCULATION ROUTE

12.

VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS AND WATER-FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLERS IS 20 OR MORE (CFC 903.4.1)

13.

ALARM SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH CFC 907 AND CBC 11B-215

14.

ALARMS IN PUBLIC USE AREAS AND COMMON USE AREAS SHALL COMPLY WITH CFC 907.5.2.3.1. WHERE EMPLOYEE WORK AREAS HAVE AUDIBLE ALARM COVERAGE, THE WIRING SYSTEM SHALL BE DESIGNED SO THAT VISIBLE ALARMS COMPLYING WITH CFC 907.5.2.3.2 CAN BE INTEGRATED INTO THE ALARM SYSTEM.

15.

FIRE ALARM SYSTEMS SHALL HAVE PERMANENTLY INSTALLED AUDIBLE AND VISIBLE ALARMS COMPLYING WITH NFPA 72 (1999 OR 2002 EDITION) (INCORPORATED BY REFERENCE, SEE “REFERENCED STANDARDS” IN CHAPTER 1), EXCEPT THAT THE MAXIMUM ALLOWABLE SOUND LEVEL OF AUDIBLE NOTIFICATION APPLIANCES COMPLYING WITH SECTION 4-3.2.1 OF NFPA 72 (1999 EDITION) SHALL HAVE A SOUND LEVEL NO MORE THAN 110 DB AT THE MINIMUM HEARING DISTANCE FROM THE AUDIBLE APPLIANCE. IN ADDITION, ALARMS IN GUEST ROOMS REQUIRED TO PROVIDE COMMUNICATION FEATURES SHALL COMPLY WITH SECTIONS 4-3 AND 4-4 OF NFPA 72 (1999 EDITION) OR SECTIONS 7.4 AND 7.5 OF NFPA 72 (2002 EDITION). AND CFC 907.5.2.1 AND 907.5.2.3.

1.

TAYLOR DESIGN ASSUMES NO RESPONSIBILITY RELATING TO ANY EXISTING OR TOXIC MATERIALS, INCLUDING ASBESTOS, AND ASSUMES NO RESPONSIBILITY RELATING TO ITS EXISTENCE OR REMOVAL. THE OWNER WILL TAKE ACTION FOR DIRECTLY CONTRACTING WITH A CONSULTANT OR SPECIALIST FOR SUCH, LICENSED BY THE STATE OF CALIFORNIA SHOULD THOSE SERVICES BE REQUIRED ON THE PROJECT.

1.

ADHESIVES, SEALANTS, CAULKS. ADHESIVES AND SEALANTS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS. (SECTION 5.504.4.1 OF CALGREEN). ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS, AND CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE, OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLES 5.504.4.1 AND 5.504.4.2 OF CALGREEN. (SECTION 5.504.4.1 AND TABLE 4.504.2/TABLE 5.504.4.2) SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL- NONPOROUS 250 ARCHITECTURAL - POROUS 775 MEDIFITED BITUMINOUS 500 OTHER 750

26.

INTERNAL-COMBUSTION-POWERED CONSTRUCTION EQUIPMENT SHALL BE USED SO THAT EXHAUST DOES NOT DISCHARGE AGAINST COMBUSTIBLE MATERIAL, EXHAUST IS PIPED TO THE OUTSIDE OF THE BUILDING, NO REFUELING TAKES PLACE WHILE IN OPERATION, AND SO THAT EQUIPMENT FUEL IS STORED IN AN APPROVED LOCATION OUTSIDE OF THE BUILDING. (2016 CFC 3316.1)

27.

HOT WORK ROOFING OPERATIONS SHALL BE CONDUCTED IN ACCORDANCE WITH SECTIONS 3317.2 AND 3317.3 AND CHAPTER 35. (2016 CFC 3317.1)

2.

A LETTER FROM THE CONTRACTOR AND OR THE BUILDING OWNER CERTIFYING WHAT MATERIAL HAS BEEN USED AND ITS COMPLIANCE WITH THE CODE MUST BE SUBMITTED TO THE BUILDING INSPECTOR.

28.

ROOFING OPERATIONS UTILIZING ASPHALT AND TAR KETTLES SHALL BE CONDUCTED IN ACCORDANCE WITH 2016 CALIFORNIA FIRE CODE SECTION 303. (2016 CFC 3317.2)

3.

29.

HOT WORK ROOFING OPERATION SHALL BE PROVIDED WITH MINIMUM ONE MULTIPURPOSE PORTABLE FIRE EXTINGUISHER. FIRE EXTINGUISHER SHALL HAVE MINIMUM 3-A 40-B:C RATING. (2016 CFC 1417.3)

AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN UTS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN ONE POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507. TABLE 4.504.1 / TABLE 5.504.4.1 ADHESIVE VOC LIMIT ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET PAD ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT AND ASPHALT TILE ADHESIVES 50 DRYWALL AND PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP AND TRIM SDHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD) 50 WOOD 30 FIBERGLASS 80

2.

CFC CHAPTER 33 2016 – FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION A.STORAGE, HANDLING AND USE OF ANY FLAMMABLE OR COMBUSTIBLE MATERIALS SHALL COMPLY WITH CFC 3305.

3.

CFC CHAPTER 4 2016 – EMERGENCY PLANNING AND PREPAREDNESS A. A FIRE SAFETY AND EVACUATION PLAN IS REQUIRED. THE FIRE SAFETY AND EVACUATION PLAN SHALL COMPLY WITH CFC 404.

4.

CFC CHAPTER 5 2016 – FIRE SERVICE FEATURES A. FIRE APPARATUS ACCESS ROADS ARE REQUIRED. FIRE APPARATUS ACCESS ROAD SHALL COMPLY WITH CFC 503 AND APPENDIX D . 1. FIRE APPARATUS ACCESS ROADS SHALL BE APPROVED BY LA COUNTY B. FIRE HYDRANTS SHALL BE PROVIDED ALONG REQUIRED FIRE APPARATUS ROADS. FIRE HYDRANT LOCATIONS AND DISTRIBUTION SHALL COMPLY WITH CFC APPENDIX C. 1. FIRE HYDRANT LOCATIONS SHALL BE REVIEWED BY THE LOCAL JURISDICTION. C. ROOF OBSTRUCTIONS SHALL BE MAINTAINED IN A MANNER NOT TO OBSTRUCT OR RENDER HAZARDOUS ROOF ACCESS OR EGRESS IN THE EVENT OF FIRE OR EMERGENCY. COMPLY WITH CFC 504. D. EXTERIOR DOORS AND OPENINGS REQUIRED BY CFC/CBC 2016 EDITIONS SHALL BE MAINTAINED READILY ACCESSIBLE FOR EMERGENCY ACCESS BY THE FIRE DEPARTMENT. COMPLY WITH CFC 504 . E. PROVIDE APPROVED BUILDING IDENTIFICATION TO COMPLY WITH CFC 505. G. FIRE PROTECTION EQUIPMENT SHALL BE IDENTIFIED IN AN APPROVED MANNER. APPROVED ACCESS SHALL BE PROVIDED AND MAINTAINED. COMPLY WITH CFC 509.

CFC CHAPTER 7 2016 – FIRE RESISTANCE RATED CONSTRUCTION A. MAINTAIN REQUIRED FIRE-RESISTANCE RATING OF FIRE-RESISTANCE RATED CONSTRUCTION IN COMPLIANCE WITH CHAPTER 7 OF THE CFC 1. OWNER SHALL ANNUALLY VISUALLY INSPECT FIRE-RESISTANT RATED CONSTRUCTION. A. FIRE-RESISTANT RATED CONSTRUCTION IN NON-ACCESSIBLE CONCEALED SPACES SHALL NOT BE REQUIRED TO BE VISUALLY INSPECTED. B. DAMAGED, ALTERED, BREACHED OR PENETRATED FIRE-RESISTIVE CONSTRUCTION SHALL BE PROPERLY REPAIRED, RESTORED OR REPLACED. (CFC 703.1) B. MAINTAIN FIRE-RESISTANCE RATED OPENING PROTECTIVE IN OPERATIVE CONDITION CONDITION IN ACCORDANCE WITH NFPA 80.(703.2) C. WHERE REQUIRED BY FIRE CODE OFFICIAL, A SIGN SHALL BE PERMANENTLY DISPLAYED ON OR NEAR EACH FIRE DOOR IN LETTERS NOT LESS THAN ONE INCH HIGH TO READ AS FOLLOWS: 1. FOR DOORS DESIGNED TO BE KEPT NORMALLY OPEN: "FIRE DOOR - DO NOT BLOCK." 2. FOR DOORS DESIGNED TO BE KEPT NORMALLY CLOSED: "FIRE DOOR - KEEP CLOSED." (CFC 703.2.1) D. MAINTAIN IN OPERATIVE CONDITION REQUIRED DOOR HOLD OPEN DEVICES AND AUTOMATIC CLOSERS. (CFC 703.2.2) E. MAINTAIN IN OPERATIVE CONDITION SWINGING FIRE DOORS. 1. SHALL CLOSE FROM FULL-OPEN POSITION AND LATCH AUTOMATICALLY. 2. CLOSER SHALL CLOSE AND LATCH DOOR FROM ANY PARTIALLY OPEN POSITION. (CFC 703.2.3) F. ROLLING/SLIDING FIRE DOORS SHALL BE MAINTAINED IN OPERATIVE CONDITION. 1. TEST ANNUALLY TO CONFIRM PROPER OPERATION AND FULL CLOSURE. 2. MAINTAIN WRITTEN TEST RECORD WHICH SHALL BE AVAILABLE FOR THE FIRE CODE OFFICIAL (CFC 703.4)

6.

CFC CHAPTER 8 2016 - INTERIOR FINISH, DECORATIVE MATERIALS AND FURNISHINGS A. INSTALL INTERIOR FINISHES, DECORATIVE MATERIALS AND FURNISHINGS TO COMPLY WITH CHAPTER 8 OF THE CFC.

7.

CFC CHAPTER 9 2016 – FIRE PROTECTION SYSTEMS A. MAINTAIN ALL FIRE DETECTION, ALARM AND EXTINGUISHING SYSTEMS IN OPERATING CONDITION AT ALL TIMES. MAINTAIN RECORDS OF ALL FIRE DETECTION, ALARM AND EXTINGUISHING ON PREMISES IN ACCORDANCE WITH CFC 901.6.2.1. B. WHERE THE PROVISIONS OF THIS CODE REQUIRE THAT A BUILDING OR PORTION THEREOF BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH THIS SECTION, PROVIDE A FULLY AUTOMATICALLY ACTUATED FIRE SPRINKLER SYSTEM THROUGHOUT THE ENTIRE BUILDING, INSTALLED IN ACCORDANCE WITH NFPA 13 AS AMENDED IN CHAPTER 47. EXCEPT AS PROVIDED IN CFC 903.3.1.1 EXEMPT LOCATIONS. D. ALL VALVES CONTROLLING WATER SUPPLY, PUMPS, TANKS, WATER LEVELS AND TEMPERATURES, CRITICAL AIR PRESSURES AND WATER-FLOW SWITCHES FOR AUTOMATIC SPRINKLER SYSTEMS SHALL BE ELECTRICALLY SUPERVISED. (CFC 903.4) E. ALARM/TROUBLE SIGNALS SHALL BE DISTINCTLY DIFFERENT AND AUTOMATICALLY TRANSMITTED TO AN APPROVED SUPERVISING STATION, OR WHEN APPROVED BY THE FIRE CODE OFFICIAL, SHALL SOUND AN AUDIBLE SIGNLAT AT A CONSTANTLY ATTENDED LOCATION (CFC 903.4.1) F. APPROVED AUDIBLE ALARM DEVICES SHALL BE CONNECTED TO EVERY AUTOMATIC SPRINKLER SYSTEM, PROVIDED ON THE EXTERIOR OF BUILDING IN APPROVED LOCATION AND ACTUATED BY AUTOMATED SPRINKLER SYSTEM. (CFC 903.4.2) G. PROVIDE A CLASS I STANDPIPE SYSTEM WITH FIRE HOSE CONNECTION COMPATIBLE WITH LOCAL FIRE DEPARTMENT. LOCATIONS TO BE APPROVED BY FIRE CODE OFFICIAL STANDPIPES SYSTEMS SHALL BE INSTALLED / LOCATED PER CFC 905. H. SELECT, INSTALL AND MAINTAIN PORTABLE FIRE EXTINGUISHERS IN ACCORDANCE WITH CFC 906 AND CHAPTER 3, TITLE 19 CALIFORNIA CODE OF REGULATIONS. NUMBER, TYPE, SIZE, AND LOCATION SHALL BE DETERMINED BY THE LOCAL JURISDICTION. EXCEPT AS PROVIDED IN CFC 906.2 EXCEPTION 3. I. PROVIDE AN APPROVED MANUAL AND AUTOMATIC FIRE ALARM SYSTEM IN ACCORDANCE WITH CFC 907 AND NFPA 72. J. PROVIDE AND INSTALL MANUAL FIRE ALARM BOXES NOT MORE THAN FIVE FEET FROM THE ENTRANCE TO EACH EXIT, AND BETWEEN FORTY-TWO AND FORT-EIGHT INCHES ABOVE FINISH FLOOR. BOXES SHALL BE RED IN COLOR, WITH NOT MORE THAN TWO HUNDRED FEET TRAVEL DISTANCE BETWEEN BOXES.(CFC 907.4.2)

H

Irvine 17850 Fitch Irvine, CA 92614 949.574.1325

San Francisco 26 O'Farrell Street 2nd Floor San Francisco, CA 94108 415.992.4455

San Diego 2770 Historic Decatur Road Suite 206 San Diego, CA 92106 619.398.0440

DESIGN PROFESSIONAL STAMP

12-31-19

G

F

CALGREEN NOTES

DURING CONSTRUCTION, ALTERATION AND DEMOLITION PROVIDE MINIMUM ONE APPROVED PORTABLE FIRE EXTINGUISHER IN ACCORDANCE WITH SECTION 906 AT EACH STAIRWAY ON ALL FLOORS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED, AND WHERE SPECIAL HAZARDS EXIST. (2016 CFC 3315)

CFC CHAPTER 1 2016 – SCOPE AND ADMINISTRATION A. ALL PERMITTED WORK SHALL BE INSPECTED BY THE FIRE AUTHORITY HAVING JURISDICTION AND SHALL REMAIN ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES UNTIL APPROVED. TO SCHEDULE AN INSPECTION, CONTACT THE FIRE AUTHORITY HAVING JURISDICTION. B. AN OPERATIONAL PERMIT IS REQUIRED PER CFC 105.6. C. A CONSTRUCTION PERMIT IS REQUIRED PER CFC 105.7.

www.WeAreTaylor.com

HAZARDOUS MATERIAL NOTE

25.

1.

11

GENERAL FIRE INFORMATION (CONT'D)

EXISTING BUILDING BEING DEMOLISHED SHALL MAINTAIN STAND PIPE IN OPERATIONAL CONDITION NOT MORE THAN ONE FLOOR BELOW FLOOR BEING DEMOLISHED. (2016 CFC 3313.2) IN BUILDINGS WHERE AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED BY THIS CODE OR THE CALIFORNIA BUILDING CODE, NO PORTION OF THE BUILDING OR STRUCTURE SHALL BE OCCUPIED PRIOR TO TESTING AND APPROVAL OF THE AUTOMATIC FIRE SPRINKLER SYSTEM. (2016 CFC 3314.1)

5.

A

10

24.

1. MECHANICAL REFRIGERATION SYSTEM SHALL BE ACCESSIBLE TO THE FIRE DEPARTMENT AT ALL TIMES AS REQUIRED BY THE FIRE CODE OFFICIAL. (CFC 606.5) 2. PROVIDE EMERGENCY SIGNS IN ACCORDANCE WITH CFC 606.7 OF THE CFC. EMERGENCY SIGNS, CHARTS AND LABELS SHALL BE IN COMPLIANCE WITH NFPA 704.

CONTROLS AND MECHANISMS: A. OPERABLE PARTS ON ACCESSIBLE ELEMENTS, ACCESSIBLE ROUTES, AND IN ACCESSIBLE ROOMS AND SPACES SHALL COMPLY WITH CBC 11B-309. (CBC 11B-204); B. PROVIDE CLEAR FLOOR OR GROUND SPACE COMPLYING WITH CBC 11B-305 (CBC 11B309.2); C. PLACE OPERABLE PARTS WITHIN ONE OR MORE OF THE REACH RANGES COMPLYING WITH CBC 11B-308 (CBC 11B-309.3); D. INSTALL ELECTRICAL SWITCHES AND RECEPTACLES WITH IN ALLOWABLE REACH RANGES. LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX IN COMPLIANCE WITH CBC 11B-308.1.1 AND 11B-308.1.2 E. HIGH FOWARD REACH THAT IS UNOBSTRUCTED SHALL BE 48 INCHES MAXIMUM AND THE LOW FORWARD REACH SHALL BE 15 INCHES MINIMUM ABOVE FINISH FLOOR OR GROUND. CBC 11B-308.2.1, FIGURE 11B-308.2.1 F. REACH RANGES; 1) HIGH FORWARD REACH SHALL COMPLIY WITH CBC. 11B-308.2.2, FIGURE 11B308.2.2 HIGH SIDE REACH SHALL (CBC-308-3.1, FIGURE 11B-308.3.1) OBSTRUCTIONS FOR HIGH SIDE REACH SHALL (CBC 11B-308.3.2, FIGURE 11B308.3.2) REFER TO DETAILS B1 ON SHEET HG2011 FOR ADDITIONAL INFORMATION G. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. CBC 11B-309.4

B

9

CFC CHAPTER 33 2016

KNEE AND TOE CLEARANCE: FOR ELEMENTS REQUIRED TO PROVIDE TOE CLEARANCE OTHER THAN LAVATORIES AND BUILT-IN DINING AND WORK SURFACES, TOE CLEARANCE SHALL BE PROVIDED THAT IS 30 INCHES IN WIDTH AND 9 INCHES IN HEIGHT ABOVE THE FINISH FLOOR OR GROUND FOR A DEPTH OF 17 INCHES MINIMUM UNDER ELEMENTS REQUIRED TO BE ACCESSIBLE. (CBC 11B-306.2.3)

9.

8

GENERAL FIRE INFORMATION

BATHING AND TOILET FACILITIES: A. ACCESSIBLE TOILET FACILITIES ON AN ACCESSIBLE PATH OF TRAVEL TO COMPLY WITH CBC 11B-601; B. WHERE TOILET COMPARTMENTS ARE PROVIDED, AT LEAST ONE TOILET COMPARTMENT SHALL COMPLY WITH SECTION 11B-604.8.1. (CBC 11B-213.3.1); C. PROVIDE AT LEAST ONE AMBULATORY TOILET COMPARTMENT IN EACH MULTIPLE ACCOMMODATION TOILET ROOM WHEN THE TOILET AND URINAL FIXTURE COUNT TOGETHER TOTALS 6 OR MORE FIXTURES. WHERE URINALS ARE PROVIDED, AT LEAST 10 PERCENT, BUT NO FEWER THAN ONE, SHALL COMPLY WITH ACCESSIBLE REQUIREMENTS OF CBC 11B-605. (CBC 11B-213.3.3); E. ACCESSIBLE LAVATORIES SHALL COMPLY WITH CBC 11B-605; F. WHERE DRINKING FOUNTAINS ARE PROVIDED ON AN EXTERIOR SITE, ON A FLOOR, OR WITHIN A SECURED AREA THEY SHALL BE PROVIDED IN ACCORDANCE TO CBC 11B-211. NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED. ONE DRINKING FOUNTAIN SHALL COMPLY WITH SECTIONS 11B-602.1 THROUGH 602.6 AND ONE DRINKING FOUNTAIN SHALL COMPLY WITH SECTION 11B-602.7 (CBC 11B-211.2), UNLESS A SINGLE DRINKING FOUNTAIN COMPLIES WITH SECTIONS 11B-602.1 THROUGH AAB-602.6 AND 11B602.7 (11B-211.2 EXCEPTION) 1).WHERE MORE THAN THE MINIMUM NUMBER OF DRINKING FOUNTAINS SPECIFIED IN SECTION 11B-211.2 ARE PROVIDED, 50 PERCENT OF THE TOTAL NUMBER OF DRINKING FOUNTAINS SHALL COMPLY WITH SECTIONS 11B-602.1 THROUGH 602.6, AND 50% OF THE TOTAL NUMBER OF DRINKING FOUNTAINS PROVIDED SHALL COMPLY WITH SECTION 11B-602.7 (11B-213.3); G. WHERE 50% OF THE DRINKING FOUNTAINS YIELDS A FRACTION, 50% SHALL BE PERMITTED TO BE ROUNDED UP OR DOWN PROVIDED THAT THE TOTAL NUMBER OF DRINKING FOUNTAINS COMPLYING WITH SECTION 11B-211 EQUALS 100 PERCENT OF DRINKING FOUNTAINS. (CBC 11B-211.3 EXCEPTION 1)

C

7

GENERAL ACCESSIBILITY NOTES (CONT'D)

WHERE CBC CHAPTER 11B AND THE ADA ARE AT VARIANCE WITH EACH OTHER IN THEIR REQUIREMENTS, COMPLY WITH THE MORE RESTRICTIVE REQUIREMENT THAT SATISFIES BOTH CODES. THE DIVISION OF THE STATE ARCHITECT HAS SSUED INTERPRETATIONS FOR SOME SPECIFIC CONFLICTS AS FOLLOWS: A. REFER TO DSA IR 11B-4 FOR ALTERNATIVE DESIGNS OF DETECTABLE WARNING SURFACES; B. REFER TO DSA IR 11B-5 FOR TECHNICAL CRITERIA TO OPERATE EXTERIOR DOORS.

ALL MATERIAL STORED ON THE SITE SHALL BE STACKED AND PROTECTED TO PREVENT DAMAGE AND DETERIORATION UNTIL USE. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK.

7.

5

GENERAL ACCESSIBILITY NOTES

THE CONTRACTOR SHALL KEEP AN UP TO DATE SET OF CONTRACT DOCUMENT PERMIT SET INCLUDING APPROVED CHANGE ORDERS AT THE JOB SITE IN A LOCATION CONVENIENT FOR REFERENCE.

H

4

4.

ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH TABLE 5.504.4.2 UNLESS MORE STRINGENT LOCAL LIMITS APPLY (SECTION 5.504.4 OF CALGREEN

5.

AEROSOL PAINTS AND COATINGS. AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT-WEIGHTED MIR LIMITS FOR ROC IN SECTION 64522(a)(3) AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBSTANCES (CCR, TITLE 17, SECTION 94520 ET SEQ). (SECTION 5.504.4.3.1 OF CALGREEN.)

6.

CONTRACTOR TO PROVIDE LETTER CERTIFYING WHAT PAINT HAS BEEN USED AND ITS COMPLIANCE WITH THE CODE TO BE SUBMITTED TO THE BUILDING INSPECTOR.

7.

CARPET SYSTEMS. ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET AT LEAST ONE OF THE FOLLOWING TESTING AND PRODUCTION REQUIREMENTS WHICH ARE LISTED IN SECTION 5.504.4.4 OF CALGREEN 1) CARPET AND RU INSTITUTES' GREEN LABEL PLUS PROGRAM 2) COMPLIANT WITH THE VOC-EMISSION LIMITS AND TESING REQUIREMENTS SPECIFIED IN THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH STANDARD METHOD FOR TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENT CHAMBERS, VERSION 1.1, FEBRUARY 2016 (ALSO KNOWN AS CDPH STANDARD METHOD V1.1 OR SPECIFICATION 01350) 3) NSF/ANSI 140 AT THE GOLD LEVEL OR HIGHER 4) SCIENTIFIC CERTIFICATION SYSTEMS SUSTAINABLE CHOICE 5) COMPLIANCE WITH THE CALIFORNIA COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CA-CHPS) CRITERA INTERPRETATION FOR EQ 2.2 DATED JULY 2012 AND LISTED IN THE CHPS HIGH PERFORMANCE PRODUCT DATABASE.

8.

ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM. ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 804.4.1. A LETTER FROM THE INSTALLER CERIFYING COMPLIACNE MUST BE SUBMITTED TO THE BUILDING INSPECTOR.

9.

RESILIENT FLOOR SYSTEMS. AT LEAST 80% OF THE FLOOR AREA RECEIVING RESILIENT FLOORING SHALL MEET ONE OF THE FOLLOWING CRITERIA: 1) CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUE (RFCI) FLOORSCORE PROGRAM. 2) COMPLIANT WITH THE VOCEMISSION LIMITS AND TESTING REQUIREMENTS SPECIFIED IN THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S 2016 STANDARD FOR METHOD FOR THE TESTING AND EVALUTATION CHAMBERS, VERSION 1.1, FEBRUARY 2012. 3) COMPLIANT WITH THE CALIFORNIA COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CA-CHPS) CRITERIA INTERPRETATION FOR EQ 2.2 DATED JULY 2012 AND LISTED IN THE CHPS HIGH PERFORMANCE PRODUCT DATABASE. 4) COMPLIANT WITH CDPH CRITERIA AS CERTIFIED UNDER THE GREENGUARD CHILDREN'S & SCHOOL PROGRAM.

10.

FOLMALDEHYDE LIMITS PER TABLE 4.504.5 / TABLE 5.504.4.5 PRODUCT HARDWOOD PLYWOOD VENEER HARDWOOD PLYWOOD COMPOSITE CORE PARTICLEBOARD MEDIUM DENSITY FIBERBOARD THIN MEDIUM DENSITY FIBERBOARD

E

D

AGENCY APPROVAL

x

C

Amy Chen

3/27/18

REVISION SCHEDULE NO.

REVISION NAME

DATE:

PROJECT INFORMATION

B

UNIVERSITY OF CALIFORNIA, BERKELEY LEWIS HALL FIRE SEPARATION UPGRADES LEWIS HALL FACILITY NAME:

CURRENT LIMIT 0.05 0.05 0.09 0.11 0.13

OWNER PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY BERKELEY, CA 94720 12471A

AUTHORITY HAVING JURISDICTION: AGENCY FACILITY NUMBER: AGENCY BUILDING NUMBER: AGENCY PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY -

ARCHITECT PROJECT NO:

5318.100

FACILITY ADDRESS:

DATE: 01/22/18

SHEET TITLE

A

GENERAL NOTES SCALE: 1" = 1'-0"

SHEET NUMBER

G-010 1

2

3

4

5

6

7

8

9

10

PACKAGE ISSUANCE: 2018-03-22 PERMIT AND BID SET

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C:\revit_local\5318 UCB Lewis Hall_rwilliamson.rvt

© TAYLOR & ASSOCIATES ARCHITECTS 2015 IF THIS DRAWING IS NOT 30"x42", IT HAS BEEN MODIFIED

1

2

3

4

5

6

CONTROL AREA 4

7

8

9

11

CODE ANALYSIS LEGEND

CODE SUMMARY

CONTROL AREA 4

10

SYMBOL

OCCUPANCY CLASSIFICATIONS (CBC CHAPTER 3) ASSEMBLY GROUP A-3: LECTURE HALL BUSINESS GROUP B: OFFICES, CLASSROOMS, RESEARCH LABS

DESCRIPTION CONTROL ZONE #4

www.WeAreTaylor.com

HAZARDOUS MATERIALS (CBC 307.1 & 414):

H

H

CONTROL ZONE #3 MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA OF HAZARDOUS MATERIALS SHALL BE DETERMINED BY THE UNIVERSITY AND MAINTAINED IN ACCORDANCE WITH TABLE 307.1, INCLUDING ALLOWABLE INCREASES BASED ON BUILDING BEING EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH CBC 903.3.1.1, AND THE USE OF APPROVED STORAGE DEVICES IN ACCORDANCE WITH CFC 5003.9.10

Irvine 17850 Fitch Irvine, CA 92614 949.574.1325

San Francisco 26 O'Farrell Street 2nd Floor San Francisco, CA 94108 415.992.4455

San Diego 2770 Historic Decatur Road Suite 206 San Diego, CA 92106 619.398.0440

CONTROL ZONE #2

DESIGN PROFESSIONAL STAMP CONTROL ZONE #1

CONTROL AREAS (CBC 414.2):

2 HOUR SHAFT ENCLOSURE

CONTROL AREAS SHALL BE SEPARATED FROM EACH OTHER BY FIRE BARRIERS CONSTRUCTED IN ACORDANCE WITH CBC 707, OR HORIZONTAL ASSEMBLIES IN ACCORDANCE WITH CBC 711 NUMBER OF CONTROL AREAS (% OF MAX ALLOWABLE QUANTITYa): ATTIC LEVEL 3 LEVEL 2 LEVEL 1 GROUND

G

G1

LEVEL 3 - CODE ANALYSIS

G4

1/16" = 1'-0"

2 2 2 3 4

(12.5%) (12.5%) (50%) (75%) (100%)

12-31-19

FIRE RESISTANCE RATING FOR FIRE BARRIERSb: 2 HOURS 2 HOURS 1 HOUR 1 HOURS 1 HOURS

KEY NOTES

a. PERCENTAGES SHALL BE OF THE MAXIMUM ALLOWABLE QUANTITY PER CONTROL AREA SHOWN IN TABLES 307.1(1) AND 307.1(2), WITH ALL INCREASES ALLOWED IN THE NOTES TO THOSE TABLES. b. SEPARATION SHALL INCLUDE FIRE BARRIERS AND HORIZONTAL ASSEMBLIES AS NECESSARY TO PROVIDE SEPARATION FROM OTHER PORTIONS OF THE BUILDING.

ATTIC - CODE ANALYSIS 1/16" = 1'-0"

5000 5001 5002

G

SHAFT ENCLOSURE. SEE CBC 713. 1 HOUR FIRE RESISTANT FLOOR CONSTRUCTION. SEE CBC TABLE 601. CONTROL AREA SEPARATION. SEE CBC 414.2.

THE FLOOR ASSEMBLY OF CONTROL AREA = 2 HOURS MINIMUM (CBC 414.2.4)

CONTROL AREA 2

CONSTRUCTION TYPE (CBC CHAPTER 6) TYPE II-A, FULLY SPRINKLERED MIXED USE AND OCCUPANCY (CBC 508) REQUIRED SEPARATION OF OCCUPANCIES A & B: 1 HOUR FIRE BARRIERS IN ACCORDANCE WITH CBC 707 (TABLE 508.4) ALLOWABLE BUILDING HEGHT (CBC TABLE 504.3, TABLE 504.4)*:

F

F

A-3 OCCUPANCY: 85 FEET / 4 STORIES B OCCUPANCY: 85 FEET / 6 STORIES ACTUAL: <65 FEET / 5 STORIES ALLOWABLE AREA (CBC TABLE 506.2)* A-3 OCCUPANCY: 46,500 SQUARE FEET B OCCUPANCY: 112,500 SQUARE FEET *BASED ON TYPE II-A, FULLY SPRINKLERED, WITHOUT AREA INCREASES ACTUAL: 68,150 SQUARE FEET FIRE-RESISTANT RATING REQUIREMENTS (CBC TABLE 601):

CONTROL AREA 3

PRIMARY STRUCTURAL FRAME: 1 HOUR BEARING WALLS - EXTERIOR: 1 HOUR BEARING WALLS - INTERIOR: 1 HOUR NONBEARING WALLS AND PARTITIONS - INTERIOR: 0 HOURS FLOOR CONSTRUCTION: 1 HOUR ROOF CONSTRUCTION: 1 HOUR

E

E

SHAFT ENCLOSURES (CBC 713)

E1

SHAFT ENCLOSURES SHALL HAVE A FIRE-RESISTIVE RATING OF NOT LESS THAN 2-HOURS WHERE CONNECTING 4 STORIES OR MORE.

LEVEL 2 - CODE ANALYSIS 1/16" = 1'-0"

SHAFT ENCLOSURES SHALL HAVE A FIRE-RESISTANCE RATING NOT LESS THAN THE FLOOR ASSEMBLY PENETRATED.

KEYPLAN

CONTROL AREA 1

D

D

AGENCY APPROVAL

x

5001

C

C

CONTROL AREA 4 C1

ATTIC 39' - 6"

LEVEL 1 - CODE ANALYSIS

Amy Chen

3/27/18

1/16" = 1'-0" REVISION SCHEDULE

5000

NO.

REVISION NAME

DATE:

5002

CONTROL AREA 4

LEVEL 3 27' - 0"

CONTROL AREA 1 5000

PROJECT INFORMATION

5002

CONTROL AREA 2

B

CONTROL AREA 3 (not shown)

LEVEL 2 13' - 6"

B

UNIVERSITY OF CALIFORNIA, BERKELEY LEWIS HALL FIRE SEPARATION UPGRADES LEWIS HALL FACILITY NAME: OWNER PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY BERKELEY, CA 94720 12471A

AUTHORITY HAVING JURISDICTION: AGENCY FACILITY NUMBER: AGENCY BUILDING NUMBER: AGENCY PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY -

ARCHITECT PROJECT NO:

5318.100

FACILITY ADDRESS: 5001

G-100_CODE ANALYSIS

CONTROL AREA 1

LEVEL 1 0' - 0"

CONTROL AREA 1

UP

GROUND FLOOR -13' - 0"

A

3/22/2018 2:44:24 PM

DATE: 01/22/18

SHEET TITLE

A

CODE ANALYSIS SCALE: As indicated

SHEET NUMBER

A1

GROUND FLOOR - CODE ANALYSIS

A5

1/16" = 1'-0" 1

2

3

4

BUILDING SECTION - CODE ANALYSIS

G-100

1/8" = 1'-0" 5

6

7

8

9

10

PACKAGE ISSUANCE: 2018-03-22 PERMIT AND BID SET

11

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1

2

3

4

5

6

7

8

9

10

11

GENERAL DEMOLITION NOTES 1. H

DRAWINGS OF EXISTING CONDITIONS HAVE BEEN COMPILED FROM EXISTING DATA SUPPLIED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT MAKES NO WARRANTY,EITHER EXPRESSED OR IMPLIED, FOR THE ACCURACY OR COMPLETENESS OF THEEXISTING INFORMATION RECORDED. FIELD VERIFY EXISTING CONDITIONS. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES.

2.

VERIFY LOCATIONS OF EXISTING ELECTRICAL, PLUMBING AND MECHANICAL UTILITIES.LOCATE AND PROTECT UTILITIES TO REMAIN. DISCONNECT, REMOVE AND CAP DESIGNATED UTILITIES WITHIN THE DEMOLITION AREA. REFER TO THE ELECTRICAL, PLUMBING, AND MECHANICAL DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION.

3.

PROVIDE REROUTING OF UTILITIES SERVING ADJACENT AREAS TO MAINTAIN UNINTERRUPTED SERVICE.

4.

THE DEMOLITION PLAN KEYNOTES ARE DIAGRAMMATIC AND GENERAL IN NATURE. THE INTENT IS TO ILLUSTRATE THE COMPLETE DEMOLITION OF THE SPACES INDICATED UNLESS NOTED OTHERWISE. FIELD VERIFICATION OF EXISTING CONDITIONS ANDSPECIFIC QUANTITIES IS THE RESPONSIBILITY OF THE CONTRACTOR.

5.

REMOVAL AND DISPOSAL OF DEMOLITION DEBRIS IS THE RESPONSIBILITY OF THE CONTRACTOR. VERIFY THE HAULING ROUTE THROUGH THE BUILDING, THE DEMOLITION STAGING AREA, AND THE LOCATION OF THE DUMPSTERS WITH THE OWNER PRIOR TO THE START OF DEMOLITION.

www.WeAreTaylor.com H

Irvine 17850 Fitch Irvine, CA 92614 949.574.1325

San Francisco 26 O'Farrell Street 2nd Floor San Francisco, CA 94108 415.992.4455

San Diego 2770 Historic Decatur Road Suite 206 San Diego, CA 92106 619.398.0440

DESIGN PROFESSIONAL STAMP

12-31-19

GENERAL SUSPENDED ACOUSTICAL TILE CEILING SYSTEM AND SUSPENDED WOOD CEILING NOTES G

1. 2. 3. 4.

5. 6. 7.

8.

9. F

10.

11.

12.

13.

14. E

15. 16.

17.

18.

19.

D

20.

21.

22. 23.

COMPLY WITH CBC 1615A.1.16 AND ASCE 7-05 SECTION 13.5.6 REQUIREMENTS FOR SUSPENDED CEILINGS. WHERE SUSPENDED CEILINGS PROVIDE, OR ARE A PART OF A FIRE RATED ASSEMBLY, PROVIDE LABELED ASSEMBLY FOR THE INDICATED RATING. INSTALL SUSPENDED CEILING MATERIALS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS, AND INDUSTRY STANDARDS APPLICABLE TO THE WORK. INSTALL IN TRUE ALIGNMENT WITH ADJACENT SURFACES AND WALLS. HANG SUSPENSION SYSTEM IN A FLAT PLANE, LEVEL TO WITHIN 1/8-INCH IN 10 FEET, TO ACCOMMODATE LIGHT FIXTURES AND AIR DIFFUSERS WITHOUT NOTICEABLE DEFLECTION OR DISTORTION. PROVIDE MOLDINGS CONTINUOUSLY AROUND ALL OPENINGS AND OBSTRUCTIONS. CONSTRUCT TIGHT FITTING HAIRLINE JOINTS IN EXPOSED FRAMING MEMBERS. REFER V0ENDOR DATA FOR CEILING LEVELING REQUIREMENTS IN OPERATING ROOM AND CATH LABS. LAYOUT GRID FROM CENTERLINE OF ROOM UNLESS NOTED OTHERWISE. DO NOT ALLOW LESS THAN ONE-HALF UNIT AT PERIMETER UNLESS NOTED OTHERWISE. 12 GAUGE (MIN.) HANGER WIRES SHALL BE USED FOR UP TO AND INCLUDING 4' x 4' GRID SPACING ALONG MAIN RUNNERS. NO SPLICES ARE PERMITTED IN HANGER WIRES. PROVIDE 12 GAUGE HANGER WIRES AT EACH END OF ALL MAIN AND CROSS RUNNERS WITHIN 8" (INCHES) OF THE SUPPORT OR WITHIN 1/4 OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST, FOR THE PERIMETER OF THE CEILING AREA. END CONNECTIONS FOR RUNNERS WHICH ARE DESIGNED AND DETAILED TO RESIST THE APPLIED VERTICAL AND HORIZONTAL FORCES MAY BE USED IN LIEU OF THE 12 GAUGE HANGER WIRES, SUBJECT TO OSHPD REVIEW AND APPROVAL. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO TYPICAL HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS OR DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT OF PLUMB ARE TO HAVE COUNTER-SLOPING WIRES. CEILING GRID MEMBERS SHALL BE AT LEAST 3/4 INCH CLEAR OF OTHER WALLS. IF WALLS RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND CROSS RUNNERS SHOULD BE FREE AND A MINIMUM OF 3/4 INCH CLEAR OF WALL. AT THE PERIMETER OF THE CEILING AREA, WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN THE RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. A METAL STRUT OR A 16 GAUGE WIRE WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNER MAY BE USED WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS 12" (INCHES) OR LESS, THIS INTERLOCK IS NOT REQUIRED. PROVIDE BRACING ASSEMBLIES CONSISTING OF A COMPRESSION STRUT AND FOUR (4) 12 GAUGE SPLAYED BRACING WIRES ORIENTED 90 DEGREES FROM EACH OTHER PER DRAWINGS AT THE FOLLOWING SPACING: a) PLACE BRACING ASSEMBLIES NOT MORE THAN 8'-0" BY 12'-0" O.C. b) PROVIDE BRACING ASSEMBLIES AT LOCATIONS NOT MORE THAN HALF (1/2) THE SPACINGS GIVEN ABOVE, FROM EACH PERIMETER WALL AND AT THE EDGE OF VERTICAL CEILING OFFSETS. THE SLOPE OF THESE WIRES SHALL NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND SHALL BE TAUT. SPLICES IN BRACING WIRES ARE NOT TO BE PERMITTED OSHPD DSA APPROVAL. c) SUSPENDED ACOUSTICAL CEILING SYSTEMS WITH A CEILING AREA OF 96 SQ. FT. OR LESS, SURROUNDED BY WALLS WHICH CONNECT DIRECTLY TO THE STRUCTURE ABOVE, DO NOT REQUIRE ASSEMBLIES WHEN ATTACHED TO TWO ADJACENT WALLS. FASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS. FASTEN BRACING WIRES WITH 4 TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1 1/2 INCHES. HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHALL BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE ANCHOR ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE WIRE. WIRE TURNS MADE BY MACHINE WHERE BOTH STRANDS HAVE BEEN DEFORMED OR BENT IN WRAPPING CAN WAIVE THE 1 1/2" REQUIREMENT, BUT THE NUMBER OF TURNS SHOULD BE MAINTAINED, AND BE AS TIGHT AS POSSIBLE. SEPARATE ALL CEILING HANGING AND SPLAYED BRACING WIRES AT LEAST 6" (INCHES) FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC. IT IS ACCEPTABLE TO ATTACH LIGHTWEIGHT ITEMS, SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 3/4 INCH NOMINAL DIAMETER, TO HANGER WIRES USING CONNECTORS APPROVED BY OSHPD. WHEN DRILLED-IN CONCRETE ANCHORS OR SHOT-IN ANCHORS ARE USED IN REINFORCED CONCRETE FOR HANGER WIRES, 1 OUT OF 10 MUST BE FIELD TESTED FOR 200 POUNDS TENSION. WHEN DRILLED-IN CONCRETE ANCHORS ARE USED FOR BRACING WIRES, 1 OUT OF 2 MUST BE FIELD TESTED FOR 440 POUNDS IN TENSION. SHOT-IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. IF ANY SHOT-IN OR DRILLED-IN ANCHOR FAILS, COMPLY WITH CBC 1916A.7. DRILLED-IN OR SHOT-IN ANCHORS REQUIRE SPECIAL OSHPD APPROVAL PRIOR TO USE IN PRESTRESSED CONCRETE. ATTACH ALL LIGHT FIXTURES AND CEILING MOUNTED AIR TERMINALS TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. SCREWS OR APPROVED FASTENERS ARE REQUIRED. FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR DEVICES WEIGHING LESS THAN 56 POUNDS MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY GRID SYSTEM, BUT IN ADDITION, THEY MUST HAVE A MINIMUM OF TWO 12 GAUGE SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. ALL 4' x 4' LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACH CORNER. ALL FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS WEIGHING 56 POUNDS OR MORE MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR (4) TAUT 12 GAUGE WIRES,EACH ATTACHED TO THE FIXTURE AND TO THE STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED. SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICH SURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE ABOVE BY A 12 GAUGE WIRE. SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE. PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8 FEET OR LONGER. SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OF SUPPORTING (4) TIMES THE WEIGHT OF THE FIXTURE. A BRACING ASSEMBLY IS REQUIRED WHERE THE PENDANT HANGER PENETRATES THE CEILING. SPECIAL DETAILS ARE REQUIRED TO ATTACH THE PENDANT HANGER TO THE BRACING ASSEMBLY TO TRANSMIT HORIZONTAL FORCES. ADDITIONAL REQUIREMENTS FOR FIRE RATED CEILINGS: a) PROVIDE UNDERWRITER LABORATORY (U.L.) DESIGN NUMBER OR STATE FIRE MARSHAL (SFM) LISTING NUMBER. THE COMPONENTS AND INSTALLATION DETAILS MUST CONFORM IN EVERY RESPECT WITH THE U.L. OR SFM APPROVAL FOR THE DESIGN NUMBER SPECIFIED. CUSTOM DESIGNS WHICH COMBINE COMPONENTS FROM DIFFERENT APPROVED DESIGNS BUT HAVE NOT BEEN TESTED AS A COMPLETE ASSEMBLY ARE NOT ACCEPTABLE. b) FOR ESSENTIAL SERVICE BUILDINGS, BRACING ASSEMBLIES ARE REQUIRED FOR EACH 96 SQ. FT. THE FIRST BRACING ASSEMBLY IS REQUIRED NOT MORE THAN 4'-0" FROM EACH WALL. A MINIMUM ON ONE BRACING ASSEMBLY IS REQUIRED BETWEEN ANY TWO ADJACENT EXPANSION CUT-OUTS ON RUNNERSBEING BRACED. c) POP RIVETS, SCREWS, OR OTHER ATTACHMENTS ARE NOT ACCEPTABLE UNLESS SPECIFICALLY DETAILED ON THE DRAWINGS AND APPROVED BY U.L. AND SFM. CEILING CLASSIFICATION INFORMATION: a) ACOUSTICAL CEILING CEILING GRID CLASSIFICATION: HEAVY DUTY b) GYPSUM BOARD CEILING GRID CLASSIFICATION: HEAVY DUTY

G

F

E

D

REUSE OF EXISTING CEILING HANGER WIRES AND SPLAY WIRES: a) THE GAUGE AND SPACING OF THE WIRES MUST COMPLY WITH THE CURRENT APPLICABLE CODES. b) ALL EXISTING HANGER WIRES MUST BE TESTED TO 200 POUNDS IN TENSION. c) ALL EXISTING BRACING WIRES MUST BE FIELD TESTED TO 440 POUNDS OF TENSION. d) IF A NEW WIRE IS TO BE SPLICED TO AN EXISTING WIRE, THE FOLLOWING IS REQUIRED: THE ARCHITECT OR STRUCTURAL ENGINEER IN GENERAL RESPONSIBLE CHARGE MUST SUBMIT TO OSHPD A DETAIL AND SPECIFICATION DESCRIBING HOW THE SPLICE IS TO BE MADE. ALL NEW WIRES, AFTER BEING SPLICED TO THE EXISTING WIRES, MUST BE FIELD TESTED PER ITEMS b AND c ABOVEALL FIELD TESTS MUST BE PERFORMED IN THE PRESENCE OF THE INSPECTOR OF RECORD. THE WIDTH OFTHE PERIMETER SUPPORTING ANGLE SHALL BE NOT LESS THAN 2" (INCHES). REFER TO DRAWINGS FOR COMPRESSION STRUT REQUIREMENTS.

C

x

C

Amy Chen

3/27/18

REVISION SCHEDULE NO.

REVISION NAME

DATE:

PROJECT INFORMATION

B

B

UNIVERSITY OF CALIFORNIA, BERKELEY

A-000_ARCHITECTURAL GENERAL NOTES

LEWIS HALL FIRE SEPARATION UPGRADES LEWIS HALL FACILITY NAME: OWNER PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY BERKELEY, CA 94720 12471A

AUTHORITY HAVING JURISDICTION: AGENCY FACILITY NUMBER: AGENCY BUILDING NUMBER: AGENCY PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY -

ARCHITECT PROJECT NO:

5318.100

FACILITY ADDRESS:

DATE: 01/22/18

SHEET TITLE

A

3/22/2018 2:43:52 PM

A

ARCHITECTURAL GENERAL NOTES SCALE: 1" = 1'-0"

SHEET NUMBER

A-000 1

2

3

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5

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7

8

9

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PACKAGE ISSUANCE: 2018-03-22 PERMIT AND BID SET

11

2

C:\revit_local\5318 UCB Lewis Hall_rwilliamson.rvt

© TAYLOR & ASSOCIATES ARCHITECTS 2015 IF THIS DRAWING IS NOT 30"x42", IT HAS BEEN MODIFIED

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DEMOLITION NOTES 1.

REFER TO GENERAL DEMOLITION NOTES ON SHEET: A-000

www.WeAreTaylor.com

DEMOLITION LEGEND

H SYMBOL

H

DESCRIPTION (E) NON-RATED PARTITION

Irvine 17850 Fitch Irvine, CA 92614 949.574.1325

San Francisco 26 O'Farrell Street 2nd Floor San Francisco, CA 94108 415.992.4455

San Diego 2770 Historic Decatur Road Suite 206 San Diego, CA 92106 619.398.0440

DESIGN PROFESSIONAL STAMP (E) 1 HOUR RATED PARTITION (E) 2 HOUR RATED PARTITION WALL TO BE DEMOLISHED DOOR TO BE DEMOLISHED

NOT IN SCOPE. NOTE: HATCH IS DIAGRAMMATIC IN NATURE AND IS TO BE COMPARED TO THE SET IN ITS ENTIRETY FOR A COMPREHENSIVE UNDERSTANDING OF THE SCOPE.

EXTENT OF (E) PLASTER CHASE WALL TO BE REMOVED

G 5025

6202

5023

5029

5029

6203

6202

5021

0248

6200

5025

0248

0248

6203

5024

5024

6203

6202

6202

6201

6203

5025

0248

12-31-19

G

KEY NOTES 0248 5020

(E) DOOR. REMOVE PORTION OF (E) CEILING TO REMOVED TO ALLOW FOR WALL CONSTRUCTION. REMOVE WALL MOUNTED CABLE TRAY BRACKETS AND SHORE IN PLACE. REFER TO DETAIL A6/A-600 FOR EXTENT OF WALL DEMOLITION. REMOVE WHEELCHAIR LIFT EMERGENCY SWITCH; SALVAGE AND REINSTALL ON RATED SHAFT WALL. REMOVE PLASTER AROUND ELECTRICAL PANEL. PREP FOR RATED 5-SIDED BOX AROUND PANEL. FIRE ALARM/STROBE TO BE REMOVED; SALVAGE FOR REINSTALL ON RATED SHAFT WALL. WALL TO BE REMOVED. (E) WHEEL CHAIR LIFT. PROTECT IN PLACE. (E) STAIR. REMOVE ALARM CONTROL PANELS, SALVAGE FOR REINSTALL ON RATED SHAFT WALL. (E) CONDUITS ABOVE CEILING TO BE RELOCATED TO ALLOW FOR CONSTRUCTION OF RATED SHAFT WALL. ALTERNATE: CONDUITS TO REMAIN AND PROVIDE SHAFT CONSTRUCTION AROUND CONDUITS. SEE DETAIL E6/A-500.

5021 5022 5023

F 5024

F1

5025

HALLWAY ELEVATION N.T.S.

5026 5027 5028 5029 5261

1

2

3

4

5

6

7

8

9

10

11

12

13

14

6200 6201

REMOVE AND CAP FIRE HOSE CABINET. REMOVE DRINKING FOUNTAIN. PREP FOR HIGH-LOW DRINKING FOUNTAIN. FIRE EXTINGUISHERS TO BE REMOVED; SALVAGE FOR REINSTALL ON RATED SHAFT WALL. ACCESS DOOR. REMOVE.

6202

15

E

6203

F

E

16

A

17 18

CELL CULTURE 204B

19

KEYPLAN

OFFICE 202 LAB 214

LAB 210A

20

LAB 204

LAB 210

21

OFFICE 202A

22

COLD RM. 204C

D

AREA OF WORK

D

OFFICE 202B 5022

5022

CUST. 208

CLOS. 212

5020

5027

E

AGENCY APPROVAL

ALIGN

B

6203 5022

5022

6203

6203

6201

OFFICE 201

6203

5021

x

5028

C C

C

F

LAB 215

OFFICE 213

OFFICE 211

OFFICE 209

ELEVATOR

Amy Chen

STAIR #1 REVISION SCHEDULE

LAB 205 OFFICE 213A

OFFICE 211A

3/27/18

NO.

CLOS. 200

OFFICE 209A

REVISION NAME

DATE:

G

STAIR #2 PROJECT INFORMATION

D

H 15

B

B

LEWIS HALL FIRE SEPARATION UPGRADES LEWIS HALL FACILITY NAME:

A-022_LEVEL 2 OVERALL DEMOLITION PLAN

16 1

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9

10

11

12

13

14

17 18 19 20 K 21

AUTHORITY HAVING JURISDICTION: AGENCY FACILITY NUMBER: AGENCY BUILDING NUMBER: AGENCY PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY -

ARCHITECT PROJECT NO:

5318.100 DATE: 01/22/18

SHEET TITLE

22 A

3/22/2018 2:44:03 PM

OWNER PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY BERKELEY, CA 94720 12471A

FACILITY ADDRESS:

J

A

A1

UNIVERSITY OF CALIFORNIA, BERKELEY

LEVEL 2 DEMOLITION PLAN

LEVEL 2 OVERALL DEMOLITION PLAN

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

SHEET NUMBER

A-022 1

2

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PACKAGE ISSUANCE: 2018-03-22 PERMIT AND BID SET

11

2

C:\revit_local\5318 UCB Lewis Hall_rwilliamson.rvt

© TAYLOR & ASSOCIATES ARCHITECTS 2015 IF THIS DRAWING IS NOT 30"x42", IT HAS BEEN MODIFIED

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CONSTRUCTION NOTES 1.

REFER TO GENERAL NOTES ON SHEET: G-010, G-011 AND A-000. ALL DOORS WITHOUT TAG ARE EXISTING TO REMAIN. PLAN PROVIDED FOR REFERENCE ONLY. NO WORK REQUIRED AT THIS LEVEL.

2. 3.

www.WeAreTaylor.com

CONSTRUCTION LEGEND

H SYMBOL

H

DESCRIPTION (E) NON-RATED PARTITION

Irvine 17850 Fitch Irvine, CA 92614 949.574.1325

San Francisco 26 O'Farrell Street 2nd Floor San Francisco, CA 94108 415.992.4455

San Diego 2770 Historic Decatur Road Suite 206 San Diego, CA 92106 619.398.0440

DESIGN PROFESSIONAL STAMP

(E) 1 HOUR RATED PARTITION (E) 2 HOUR RATED PARTITION NON-RATED PARTITION

1 HOUR RATED PARTITION

12-31-19

2 HOUR RATED PARTITION NOT IN SCOPE. NOTE: HATCH IS DIAGRAMMATIC IN NATURE AND IS TO BE COMPARED TO THE SET IN ITS ENTIRETY FOR A COMPREHENSIVE UNDERSTANDING OF THE SCOPE.

G

G

KEY NOTES

F

F

1

2

3

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5

6

7

8

9

10

11

12

13

14

15

E

E

16

A

17

LAB 020A

LAB 032C LAB 032B

18

LAB 08C

LAB 022A

LAB 08B

19

KEYPLAN

20 21

LAB 038

MACHINE RM 02

LAB 020

22

D

D

LAB 032

LAB 010

LAB 022

B

MEN'S 06

LAB 08A

WOMEN'S 04 TRANSFORMER 02A

CLOS. 020B

E

AGENCY APPROVAL

x

C C

C

STAIR #2

OOFICE 033

OFFICE 029

OFFICE 021

CUST. 017

ELEVATOR

F Amy Chen

LECTURE HALL 100 OFFICE 015

REVISION SCHEDULE

CLASSROOM 09

NO.

STAIR #1

A-220_GROUND LEVEL OVERALL FLOOR PLAN (FOR REFERENCE ONLY)

OFFICE 027

OFFICE 025

PROJECT INFORMATION UP

H

CONF. RM. 01

15

B

B

3

4

5

6

7

8

9

10

11

12

13

14

UNIVERSITY OF CALIFORNIA, BERKELEY LEWIS HALL FIRE SEPARATION UPGRADES LEWIS HALL FACILITY NAME:

16 2

DATE:

OFFICE 023

D

1

REVISION NAME

G

OFFICE 019 OFFICE 035

3/27/18

17

OWNER PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY BERKELEY, CA 94720 12471A

AUTHORITY HAVING JURISDICTION: AGENCY FACILITY NUMBER: AGENCY BUILDING NUMBER: AGENCY PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY -

ARCHITECT PROJECT NO:

5318.100

FACILITY ADDRESS:

J 18 19 20 K 21

DATE: 01/22/18

SHEET TITLE

22 A

3/22/2018 2:44:05 PM

A

GROUND LEVEL OVERALL FLOOR PLAN (FOR REFERENCE ONLY) SCALE: 1/8" = 1'-0"

SHEET NUMBER

A-220 1

2

3

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5

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7

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9

10

PACKAGE ISSUANCE: 2018-03-22 PERMIT AND BID SET

11

2

C:\revit_local\5318 UCB Lewis Hall_rwilliamson.rvt

© TAYLOR & ASSOCIATES ARCHITECTS 2015 IF THIS DRAWING IS NOT 30"x42", IT HAS BEEN MODIFIED

1

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5

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8

9

10

11

CONSTRUCTION NOTES 1.

REFER TO GENERAL NOTES ON SHEET: G-010, G-011 AND A-000. ALL DOORS WITHOUT TAG ARE EXISTING TO REMAIN. PLAN PROVIDED FOR REFERENCE ONLY. NO WORK REQUIRED AT THIS LEVEL.

2. 3.

A5 A-510

H

www.WeAreTaylor.com

TYP, UP TO LEVEL 2 SLAB

CONSTRUCTION LEGEND SYMBOL

H

DESCRIPTION

Irvine 17850 Fitch Irvine, CA 92614 949.574.1325

San Francisco 26 O'Farrell Street 2nd Floor San Francisco, CA 94108 415.992.4455

San Diego 2770 Historic Decatur Road Suite 206 San Diego, CA 92106 619.398.0440

(E) NON-RATED PARTITION

DESIGN PROFESSIONAL STAMP

30X30

10X12

(E) 1 HOUR RATED PARTITION

11X11

(E) 2 HOUR RATED PARTITION

9X12

NON-RATED PARTITION

1 HOUR RATED PARTITION

12-31-19

2 HOUR RATED PARTITION NOT IN SCOPE. NOTE: HATCH IS DIAGRAMMATIC IN NATURE AND IS TO BE COMPARED TO THE SET IN ITS ENTIRETY FOR A COMPREHENSIVE UNDERSTANDING OF THE SCOPE.

G

G7

CLOSET 116 MECHANICAL LAYOUT

G

KEY NOTES

1/4" = 1'-0"

5230

ALL DUCTS IN ROOM TO BE FIRE WRAPPED. REFER TO DETAIL 2/A-510. ALL PIPE PENETRATIONS THROUGH FLOOR TO BE FIRE-SEALED. REFER TO DETAIL 5/A-510 AND 4/A-510.

5260

F

F

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6

7

8

9

10

11

12

13

14

15

E

E

16

A

LAB 124B

LAB 124A

17

LAB 110B

LAB 110C

LAB 110D

18 19

COLD RM. 110E

LAB 124C LAB 124

D

ENTRY VEST. 102 LAB 106

COLD RM. 106A

LAB 110A

KEYPLAN

LAB 104

20 21

LAB 104A

22

LAB 110

G7 A-221

D

OFFICE 108 5230 5260

B

E

AGENCY APPROVAL

CLOS 112

CLOS. 116

x

C

CLOS. 125A

C

C

OFFICE 125

OFFICE 123

OFFICE 115

OFFICE 113

OFFICE 103

ELEVATOR OFFICE 111

OFFICE 109

WOMEN'S 107

F

LECTURE HALL 100

Amy Chen

3/27/18

STAIR #1 REVISION SCHEDULE

STAIR #2

NO.

REVISION NAME

DATE:

G

OFFICE 125C

OFFICE 121

CUST. 119

OFFICE 117

OFFICE 105

OFFICE 101 PROJECT INFORMATION

OFFICE 101A

D

H

OFFICE 101D

15

B

B

LEWIS HALL FIRE SEPARATION UPGRADES LEWIS HALL FACILITY NAME:

16 2

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A-221_LEVEL 1 OVERALL FLOOR PLAN

1

UNIVERSITY OF CALIFORNIA, BERKELEY

OWNER PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY BERKELEY, CA 94720 12471A

AUTHORITY HAVING JURISDICTION: AGENCY FACILITY NUMBER: AGENCY BUILDING NUMBER: AGENCY PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY -

ARCHITECT PROJECT NO:

5318.100

FACILITY ADDRESS:

J 18 19 20 K 21

DATE: 01/22/18

SHEET TITLE

22 A

3/22/2018 2:44:06 PM

A

LEVEL 1 OVERALL FLOOR PLAN SCALE: 1/8" = 1'-0"

SHEET NUMBER

A-221 1

2

3

4

5

6

7

8

9

10

PACKAGE ISSUANCE: 2018-03-22 PERMIT AND BID SET

11

2

C:\revit_local\5318 UCB Lewis Hall_rwilliamson.rvt

© TAYLOR & ASSOCIATES ARCHITECTS 2015 IF THIS DRAWING IS NOT 30"x42", IT HAS BEEN MODIFIED

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WALL TAG LEGEND FIRE RATING 0 = NON-RATED WALL 1 = 1HR FIRE RATING 2 = 2HR FIRE RATING 1S = 1HR SMOKE BARRIER

H

SPECIAL CONDITIONS - = N/A

1.

REFER TO GENERAL NOTES ON SHEET: G-010, G-011 AND A-000. ALL DOORS WITHOUT TAG ARE EXISTING TO REMAIN. PLAN PROVIDED FOR REFERENCE ONLY. NO WORK REQUIRED AT THIS LEVEL.

2. 3.

www.WeAreTaylor.com

STUD CONFIGURATION - = SINGLE STUD D = DOUBLE STUD T = FURRING / SHAFT - ONE SIDED FINISH

CONSTRUCTION LEGEND SYMBOL

TYP @ LEVEL 2 SLAB

H

DESCRIPTION

WALL HEIGHT S = SHAFT WALL: HEIGHT CONTINUES PAST THE DECK ABOVE F = FULL HEIGHT: HEIGHT STOPS AT DECK P = PARTIAL HEIGHT: HEIGHT STOPS ABOVE CEILING L = LOW WALL: HEIGHT STOPS BELOW CEILING

STC RATING

D1 A-510

CONSTRUCTION NOTES

NOMINAL STUD SIZE (IN.) 0 = 7/8" 1 = 1 5/8" 2 = 2 1/2" 3 = 3 5/8" 4 = 4" 6 = 6"

X-XXX X XX

11

(E) NON-RATED PARTITION

Irvine 17850 Fitch Irvine, CA 92614 949.574.1325

San Francisco 26 O'Farrell Street 2nd Floor San Francisco, CA 94108 415.992.4455

San Diego 2770 Historic Decatur Road Suite 206 San Diego, CA 92106 619.398.0440

DESIGN PROFESSIONAL STAMP

(E) 1 HOUR RATED PARTITION (E) 2 HOUR RATED PARTITION NON-RATED PARTITION

1 HOUR RATED PARTITION

12-31-19

2 HOUR RATED PARTITION

PARTITION LEGEND

5270

10X12

DESIGNATION

11X11 30X30

WALL TAG N/A

9X12

DESCRIPTION

NOT IN SCOPE. NOTE: HATCH IS DIAGRAMMATIC IN NATURE AND IS TO BE COMPARED TO THE SET IN ITS ENTIRETY FOR A COMPREHENSIVE UNDERSTANDING OF THE SCOPE.

DETAILS

EXISTING WALL

N/A

G

LEVEL 2 13' - 6" 5027

5080

5080

5080

5220

D1 A-500

5080

1-4TF - -

1 HOUR RATED SHAFT WALL

A9/A-500

2-4-F - -

2 HOUR RATED FIRE BARRIER

A6/A-500

G

TYP

KEY NOTES 5027 5030 5080 5220

F2

HALLWAY ELEVATION

F6

1/8" = 1'-0"

CLOSET 212 MECHANICAL LAYOUT

(E) WHEEL CHAIR LIFT. PROTECT IN PLACE. INFILL FLOOR OPENING. SEE DETAIL D3/A-500. RATED ACCESS PANEL, 24"X24". HIGH LOW DRINKING FOUNTAIN WITH CANE PROTECTION EACH SIDE. SEE DETAIL F8/A-540. RELOCATE CONDUITS ABOVE CEILING TO ALLOW FOR CONSTRUCTION OF RATED SHAFT WALL. ALTERNATE: SEE DETAIL E6/A-500. REINSTALL WALL MOUNTED CABLE TRAY BRACKETS AT FACE OF FURRED WALL. PROVIDE UNISTRUT AND SHIMS AS REQUIRED AT CHANGES IN WALL PLANE OR INSTALL CABLE TRAY TRANSITIONS.

5262

1/4" = 1'-0"

5270

F

1

2

3

4

5

6

7

8

9

10

11

12

13

F

14

15

E

E

16

A

17 18

CELL CULTURE 204B

19

KEYPLAN

OFFICE 202 LAB 214

LAB 210A

LAB 204

LAB 210

F6 A-222

D

TYP

A6 A-600

CLOS. 212

5080

D

5220

5080

E

AGENCY APPROVAL

ALIGN

210-2

210-1

212

214

TYP @ DOORS

22

CUST. 208

B

A-222

OFFICE 202A

OFFICE 202B

A3 A-500

5030

5080

21

COLD RM. 204C

E1 A-500

F2

20

OFFICE 201

5080

x

C C

C

ROOF BELOW

LAB 215

OFFICE 213

OFFICE 211

F

ELEVATOR

OFFICE 209

STAIR #1

Amy Chen

REVISION SCHEDULE

LAB 205

STAIR #2 OFFICE 213A

OFFICE 211A

3/27/18

NO.

CLOS. 200

OFFICE 209A

REVISION NAME

DATE:

G

UP

PROJECT INFORMATION

D

H

B

B

2

3

4

5

6

7

8

9

10

11

12

13

16

14

LEWIS HALL FIRE SEPARATION UPGRADES LEWIS HALL FACILITY NAME:

17

A-222_LEVEL 2 OVERALL FLOOR PLAN

1

UNIVERSITY OF CALIFORNIA, BERKELEY

OWNER PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY BERKELEY, CA 94720 12471A

AUTHORITY HAVING JURISDICTION: AGENCY FACILITY NUMBER: AGENCY BUILDING NUMBER: AGENCY PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY -

ARCHITECT PROJECT NO:

5318.100

FACILITY ADDRESS:

J 18 19 20 K 21

DATE: 01/22/18

SHEET TITLE

22 A

3/22/2018 2:44:10 PM

A

LEVEL 2 OVERALL FLOOR PLAN SCALE: 1/8" = 1'-0"

SHEET NUMBER

A-222 1

2

3

4

5

6

7

8

9

10

PACKAGE ISSUANCE: 2018-03-22 PERMIT AND BID SET

11

2

C:\revit_local\5318 UCB Lewis Hall_rwilliamson.rvt

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1

3

4

5

6

7

8

9

10

11

CONSTRUCTION NOTES LEVEL 3 SLAB TO ATTIC

A5 A-510

D1 A-510

1.

TYP @ LEVEL 3 SLAB

2. 3.

REFER TO GENERAL NOTES ON SHEET: G-010, G-011 AND A-000. ALL DOORS WITHOUT TAG ARE EXISTING TO REMAIN. PLAN PROVIDED FOR REFERENCE ONLY. NO WORK REQUIRED AT THIS LEVEL. www.WeAreTaylor.com

CONSTRUCTION LEGEND

10X12

H

11X11 30X30

SYMBOL

9X12

H

DESCRIPTION (E) NON-RATED PARTITION

Irvine 17850 Fitch Irvine, CA 92614 949.574.1325

San Francisco 26 O'Farrell Street 2nd Floor San Francisco, CA 94108 415.992.4455

San Diego 2770 Historic Decatur Road Suite 206 San Diego, CA 92106 619.398.0440

DESIGN PROFESSIONAL STAMP

(E) 1 HOUR RATED PARTITION (E) 2 HOUR RATED PARTITION NON-RATED PARTITION

1 HOUR RATED PARTITION

12-31-19

2 HOUR RATED PARTITION

G

G7

NOT IN SCOPE. NOTE: HATCH IS DIAGRAMMATIC IN NATURE AND IS TO BE COMPARED TO THE SET IN ITS ENTIRETY FOR A COMPREHENSIVE UNDERSTANDING OF THE SCOPE.

CLOSET 322 MECHANICAL LAYOUT

G

1/4" = 1'-0"

KEY NOTES 5230 5260

ALL DUCTS IN ROOM TO BE FIRE WRAPPED. REFER TO DETAIL 2/A-510. ALL PIPE PENETRATIONS THROUGH FLOOR TO BE FIRE-SEALED. REFER TO DETAIL 5/A-510 AND 4/A-510.

F

F

1

2

3

4

5

6

7

8

9

10

11

12

13

14

E

E

A

A

LAB 306A

LAB 302A KEYPLAN

LAB 326

LAB 324

LAB 318

LAB 310

LAB 308

LAB 302

D

D

CLOS. 322

B

B

AGENCY APPROVAL

D1 A-510 C

x

C

CUST. 321

C

C

OFFICE 325

OFFICE 317

OFFICE 311

ELEVATOR

OFFICE 309

OFFICE 307

Amy Chen

3/27/18

STAIR #1 REVISION SCHEDULE NO.

OFFICE 313

STAIR #2 OFFICE 325A

OFFICE 325B

MEN'S 323

OFFICE 311A

OFFICE 317A

REVISION NAME

DATE:

OFFICE 307A PROJECT INFORMATION

D

D

B

B

2

3

4

5

6

7

8

9

10

11

12

13

LEWIS HALL FIRE SEPARATION UPGRADES LEWIS HALL FACILITY NAME:

14

OWNER PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY BERKELEY, CA 94720 12471A

AUTHORITY HAVING JURISDICTION: AGENCY FACILITY NUMBER: AGENCY BUILDING NUMBER: AGENCY PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY -

ARCHITECT PROJECT NO:

5318.100

FACILITY ADDRESS:

A-223_LEVEL 3 OVERALL FLOOR PLAN

1

UNIVERSITY OF CALIFORNIA, BERKELEY

DATE: 01/22/18

SHEET TITLE

A

3/22/2018 2:44:13 PM

A

LEVEL 3 OVERALL FLOOR PLAN SCALE: 1/8" = 1'-0"

SHEET NUMBER

A-223 1

2

3

4

5

6

7

8

9

10

PACKAGE ISSUANCE: 2018-03-22 PERMIT AND BID SET

11

2

C:\revit_local\5318 UCB Lewis Hall_rwilliamson.rvt

© TAYLOR & ASSOCIATES ARCHITECTS 2015 IF THIS DRAWING IS NOT 30"x42", IT HAS BEEN MODIFIED

1

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4

5

6

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8

9

10

11

www.WeAreTaylor.com H

H

Irvine 17850 Fitch Irvine, CA 92614 949.574.1325

San Francisco 26 O'Farrell Street 2nd Floor San Francisco, CA 94108 415.992.4455

San Diego 2770 Historic Decatur Road Suite 206 San Diego, CA 92106 619.398.0440

DESIGN PROFESSIONAL STAMP

12-31-19

RATED SHAFT WALL. SEE PLAN.

POWDER ACTUATED FASTENER

(E) CONCRETE SLAB

(E) CONCRETE SLAB

CONCRETE

UNISTRUT G

G

(E) LATH AND PLASTER WALL (E) WALL FRAMING

1

3/8" - 1/2"

(E) WALL FRAMING

1

(E) CONDUITS, WHERE OCCURS

RELOCATED CONDUITS, WHERE OCCURS

STEEL J-RUNNER MINERAL FIBER FIRESTOPPING STRIPS

1" GYSUM BOARD LINER, TYP. J RUNNER, TYP

STEEL C-H STUD

C-H STUD FIRE STOP JOINT SPRAY

ACOUSTICAL SEALANT, TYP

(1) LAYER OF TYPE 'X' GYPSUM BOARD, TYP.

GYPSUM SHAFT LINER. 1"

(1) LAYER OF TYPE 'X' GYPSUM BOARD, TYP.

(E) 1HR. RATED PLASTER WALL

(E) 1HR. RATED PLASTER WALL (E) CEILING GRID / TILE. TRIM AND INSTALL WALL ANGLE, TYP.

F

ACOUSTICAL GYPSUM BOARD. 5/8"

(E) CEILING GRID / TILE. TRIM AND INSTALL WALL ANGLE, TYP.

F

WALL. REFER TO PLAN

0' - 4" MIN

LAB

RATED SHAFT WALL. SEE PLAN.

E1

LAB

CORRIDOR

CORRIDOR (E) LATH AND PLASTER WALL

SHAFT WALL INTERSECTION

E3

3" = 1'-0"

1-HR RATED SHAFT WALL CONSTRUCTION (BASE BID)

E6

1 1/2" = 1'-0"

CONFORM TO THE REQUIREMENTS OF UL HW-D-0569

1-HR RATED SHAFT WALL CONSTRUCTION (ALTERNATE)

E9

1 1/2" = 1'-0"

1 HOUR PARTITION HEAD 3" = 1'-0"

RATED WALL. SEE PLAN.

E

E

NON SHRINK GROUT (E) LATH AND PLASTER WALL (E) CONCRETE SLAB

0' - 4" MIN, TYP

E9 A-500

FLOOR OR ROOF ASSEMBLY

1/4" STEEL PLATE

FLOOR OR ROOF ASSEMBLY

1/4" DIA. EXPANSION ANCHOR @ 12"OC FIRE SEALANT FINISH FLUSH WITH PARTITION

D

GYPSUM SHAFT LINER. 1" (1) LAYER ON INACCESSIBLE SIDE OF PARTITION

D

0' - 4" MIN

RATED SHAFT WALL. SEE PLAN.

D1

SHAFT WALL INTERSECTION

D3

3" = 1'-0"

GYPSUM BOARD. 5/8" (2) LAYER ON EACH SIDE OF PARTITION

GYPSUM BOARD. 5/8" (1) LAYER ON ACCESSIBLE SIDE OF PARTITION

FINISH CEILING

FINISH CEILING

FLOOR INFILL 1 1/2" = 1'-0"

AGENCY APPROVAL

x

(E) LATH AND PLASTER WALL

C

C

LEVEL 3 27' - 0"

(E) LATH AND PLASTER WALL

Amy Chen

(E) STRUCTURAL SLAB

REVISION SCHEDULE METAL SHAFT WALL FRAMING REFER TO FLOOR PLAN FOR SIZE

(E) LATH AND PLASTER WALL

NO.

METAL STUD FRAMING SEE PLAN FOR SIZE.

(E) SUSPENDED CEILING

REVISION NAME

DATE:

PROJECT INFORMATION

RATED WALL. SEE PLAN.

B

B POWDER ACTUATED FASTENER

FIRE SEALANT FINISH FLUSH WITH PARTITION

FLOORING

UNIVERSITY OF CALIFORNIA, BERKELEY LEWIS HALL FIRE SEPARATION UPGRADES LEWIS HALL FACILITY NAME:

FIRE SEALANT FINISH FLUSH WITH PARTITION

OPEN TO BEYOND

A-500_WALL AND FLOOR DETAILS

3/27/18

OWNER PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY BERKELEY, CA 94720 12471A

AUTHORITY HAVING JURISDICTION: AGENCY FACILITY NUMBER: AGENCY BUILDING NUMBER: AGENCY PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY -

ARCHITECT PROJECT NO:

5318.100

FACILITY ADDRESS:

FLOORING

(E) STRUCTURAL SLAB

DATE: 01/22/18

SHEET TITLE

LEVEL 2 13' - 6"

3/22/2018 2:44:14 PM

A

A3 1

2

3

CORRIDOR SECTION

A6

1/2" = 1'-0"

4

5

6

UL DESIGN:

WALL TAG

U411

2-4-F - -

# STC RATINGS -

2 HOUR RATED FIRE BARRIER

A9

1" = 1'-0"

7

8

UL DESIGN:

WALL TAG

# STC RATINGS

U469

1-4TF - -

A

1 HOUR RATED FIRE BARRIER 1" = 1'-0"

SCALE: As indicated

SHEET NUMBER

A-500

SHAFT WALL - C1010.10.151

9

WALL AND FLOOR DETAILS

10

PACKAGE ISSUANCE: 2018-03-22 PERMIT AND BID SET

11

2

C:\revit_local\5318 UCB Lewis Hall_rwilliamson.rvt

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4

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8

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www.WeAreTaylor.com H

H

Irvine 17850 Fitch Irvine, CA 92614 949.574.1325

San Francisco 26 O'Farrell Street 2nd Floor San Francisco, CA 94108 415.992.4455

San Diego 2770 Historic Decatur Road Suite 206 San Diego, CA 92106 619.398.0440

DESIGN PROFESSIONAL STAMP

12-31-19

G

G

3M COMPANY - FS-195+ INTUMESCENT SHEET SHEET SECURED TO TOP SURFACE OF FLOOR USING 1/4"DIA. MIN. BY 1-1/2" LONG STEEL EXPANSION BOLTS, OR EQUIVALENT, IN CONJUNCTION WITH 1-1/4"DIA MIN. STEEL FENDER. MAX SPACING OF SHEET FASTENERS NOT TO EXCEED 5"

A

3M COMPANY - IC 15WB+, CP 25WB+ CAULK OR FB-3000 WT SEALANT APPLIED WITHIN ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR, TOP EDGE OF SLEEVE OR BOTH SURFACES OF WALL OR SLEEVES

A

F

ONE METALLIC PIPE, CONDUIT, TUBING OR FLEXIBLE METAL PIPING INSTALLED CONCENTRICALLY OR ECCENTRICALLY WITHIN OPENING; STEEL/IRON - 10" MAXIMUM CONDUIT - 6" MAXIMUM COPPER - 4" MAXIMUM FLEX GAS - 1" OR 2", SEE LISTING

STEEL DUCT W/ DUCT WRAP

3M COMPANY - FS-195+ INTUMESCENT SHEET

12" MAX DIAMETER STEEL OR GALVANIZED STEEL SLEEVE CAST OR GROUTED INTO FLOOR OR WALL ASSEMBLY, FLUSH WITH FLOOR OR WALL SURFACES OR PROJECTED AS SHOWN 0' - 2" max projection

12 GA MIN STEEL PLATE

Section A-A

0' - 2 1/2" min

3" MIN.

3M COMPANY - E-FIS OR ULTRA GS SEALS, CP 25WB+, IC 15WB+ CAULK, FB-3000 WT SEALANT OR MP+ STIX PUTTY.

D

D1

3M COMPANY - IC 15WB+, CP 25WB+ CAULK OR FB-3000 WT MINIMUM 1/4" DIAMETER BEAD OF CAULK APPLIED TO CONCRETE/SLEEVE INTERFACE ON TOP SURFACE OF FLOOR OR BOTH SURFACES OF WALL (FOR W RATING USE THE FB-3000 WT CAULK) REINFORCED CONCRETE OR PRECAST FLOORS; MINIMUM 3" THICK REINFORCED CONCRETE OR CMU WALLS

E

MINIMUM 4 PCF MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO OPENING AND RECESS FROM TOP SURFACE OF FLOOR OR TOP EDGE OF SLEEVE AS REQUIRED

0' - 2" max projection

CONCRETE FLOOR OR WALL ASSEMBLY. 2-1/2" MIN FOR 2 HOUR FIRE RATING.

0' - 2" min0' - 0 1/2" min

A

E

A

F

UL Design: C-AJ-1427 Refer to UL design for additional requirements

1' - 0 3/4" max 7" max for precast plank floor

SECTION A-A

F Rating - 3 Hour T Rating - 0 Hour W Rating - Class 1

D

FLOOR OPENING WITH DUCT PENETRATION (2 HR)

D8

3" = 1'-0"

PIPE FLOOR PENETRATION (2 HR) 3" = 1'-0"

0' - 1" min lap

32" max, max area 640 square inches 7" max precast, max area 49 square inches 0" min to 0' - 2" max A

C

0' - 1" min lap

MAXIMUM 30" X 18" STEEL DUCT, INSTALLED CONCENTRICALLY OR ECCENTRICALLY WITHIN OPENING MINIMUM 16 GA GLAVANIZED STEEL ANGLES, LAP DUCT MINIMUM 2" AND LAP OPENING MINIMUM 1"; ATTACH WITH SHEET METAL SCREWS SPACED MAXIMUM 6" OC AND MAXIMUM 1" FROM EACH END

0' - 2" max

10 1/2" OC

1' - 0"

1' - 0"

0" to 2" max gap pipe to any edge

AGENCY APPROVAL

Minimum 1/2" wide .015" thick stainless teel bands secured with minimum 1" long stainless steel crimp clamps; see UL design for alternate insulation pin fastening method

A

x

45 1/2" max (max area 182 square inches)

ONE OR MORE METALLIC PIPES OR CONDUITS INSTALLED WITHIN OPENING; 3" MAXIMUM DIAMETER PIPE OR CONDUIT

C

Amy Chen

Section A-A

MINIMUM 1/4" DIAMETER BEAD 3M COMPANY - IC 15WB+, CP 25WB+ CAULK OR FB-3000 WT SEALANT APPLIED TO DUCT/CONCRETE INTERFACE ON TOP SURFACE OF FLOOR OR BOTH SURFACES OF WALL

2 layers of 1 1/2" thick 3M Company - Fire Barrier Duct Wrap model 615+, overlap as shown; see UL design for alternate overlap and butt methods

STEEL DUCT, SEE ABOVE

MINIMUM 3" OF 4 PCF MINIMUM MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO OPENING; PACKING MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR BOTH SURFACES OF WALL AS REQUIRED; ALTERNATE INSTEAD OF MINERAL WOOL, USE 3M COMPANY-FIRE BARRIER PACKING MATERIAL

0' - 4 1/2" min

B

48" max, max area 2,304 square inches

STEEL ANGLE, SEE ABOVE

A-510_FIRE RATED DETAILS

32" max, max area 640 square inches 7" max precast, max area 49 square inches

REINFORCED CONCRETE OR PRECAST FLOOR; OR CMU WALL (6" MINIMUM PRECAST FLOOR) UL Design: C-AJ-7076 Refer to UL design for additional requirements

0' - 0' 3"- 3"

16 GA rectangular steel duct

1/4" min to 2" max between penetrants

NO.

0' - 0 1/2" min

0' - 5" min

48" max, max area 2,304 square inches

PROJECT INFORMATION

3/22/2018 2:44:15 PM

A1

ALTERNATE - STEEL DUCT FIREPROOFING (2 HR)

B

F Rating - 2 Hour T Rating - 0 Hour

1" = 1'-0"

DUCT WRAP (2 HR)

A8

3/4" = 1'-0"

AUTHORITY HAVING JURISDICTION: AGENCY FACILITY NUMBER: AGENCY BUILDING NUMBER: AGENCY PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY -

ARCHITECT PROJECT NO:

5318.100 DATE: 01/22/18

SHEET TITLE

A

A5

OWNER PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY BERKELEY, CA 94720 12471A

FACILITY ADDRESS:

UL Design: W-J-1139 Refer to UL design for additional requirements

UL Design: 3MU/FRD 120-18 Refer to UL design for additional requirements

UNIVERSITY OF CALIFORNIA, BERKELEY LEWIS HALL FIRE SEPARATION UPGRADES LEWIS HALL FACILITY NAME:

3M COMPANY - CP 25WB+, IC 15WB+ CAULK OR FB-3000 WT SEALANT MINIMUM 1/4" DIAMETER BEAD OF CAULK APPLIED TO PENETRANT/WALL INTERFACE AT POINT CONTACT LOCATION ON BOTH SIDES OF WALL

2 Hour Rated ASTM E 2336-04 and ICC-ES Grease Duct Enclosure Systems (AC101)

A

DATE:

3M COMPANY - CP 25WB+, IC 15WB+ CAULK OR FB-3000 WT SEALANT APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL MINIMUM 4 PCF MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO OPENING AND RECESSED FROM BOTH SIDES OF WALL ASSEMBLY

Section A-A

F Rating - 2 Hour T Rating - 0 Hour

REVISION NAME

REINFORCED CONCRETE OR CMU WALL

0' - 6" min 0' - 0 1/2" min

3/27/18

REVISION SCHEDULE

A

0' - 2" max

A

45 1/2" max (max opening area 182 square inches)

MINIMUM 1/2" THICK 3M COMPANY - IC 15WB+, CP 25WB+ CAULK OR FB-3000 WT SEALANT APPLIED WITHIN ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR BOTH SURFACES OF WALL OR BOTH SURFACES OF FLOOR FOR PRECAST

MULTIPLE PIPE PENETRATIONS (2 HR)

FIRE RATED DETAILS

1 1/2" = 1'-0" SCALE: As indicated

SHEET NUMBER

A-510 1

2

3

4

5

6

7

8

9

10

PACKAGE ISSUANCE: 2018-03-22 PERMIT AND BID SET

11

2

3

4

5

6

7

8

9

H

TRACK, CUT FLANGES AND BEND WEB UP AND SECURE TO STUD EA. END WITH (2) SMS# 10X1/2" (ALTERNATE: 1-1/2"x1-1/2" ANGLE W/2 - #10 SMS EA LEG)

11

(2) STUDS PL 20 GA.x3"x4" W/ 4- #10 SMS @ 24" O.C. EA SIDE

(1) #10 SMS @ EA STUD FLANGE THROUGH TRACK

CUT WEB OF TRACK/ STUD & BEND UP - ATTACH TO JAMB STUD W/ (2) SMS #12 TYP.

www.WeAreTaylor.com H

0.157"Ø HILTI XU (ESR-2269) W/ 1" EMBEDMENT

1/2" MAX

SMS #12 TYP.

CONNECTION AT JAMB STUD

OPTONAL SEAM WELD, 1" @ 12" IN LIEU OF PL & SMS

1 1/2".

H5

10

JAMB STUDS

STUD BEYOND

1/2" MAX

C:\revit_local\5318 UCB Lewis Hall_rwilliamson.rvt

© TAYLOR & ASSOCIATES ARCHITECTS 2015 IF THIS DRAWING IS NOT 30"x42", IT HAS BEEN MODIFIED

1

HEAD @ OPENING UNDER 3'-6"

H7

3" = 1'-0"

SILL @ WINDOW OR UTILITY OPENING

12-31-19

JAMB 3" = 1'-0"

G

#10 S.M.S. @ @ 12" 12" O.C. O.C.

CONNECTION AT JAMB STUD

STUD BEYOND

METAL STUD

TRACK

JAMB STUDS

NESTED STUD

RUNNER TRACK, TYP UON FASTEN WITH POWDER DRIVEN FASTENERS @ 16" O.C. POWDER DRIVEN FASTENERS SHALL BE 0.145" MIN. SHANK DIA. X 1-1/2" (38mm) MIN. LENGTH, WITH A 5/16" (8mm) MIN. STEEL WASHER.

1/8"

SMS#12 @12" O.C. TYP.

CORNER BEAD

(2) STUDS, NESTED, 5'-4" MAX - SPOT WELD @ 12" O.C. MAX EACH LEG FOR HOLLOW METAL FRAME - IN LIEU OF WELDING PROVIDE SMS#12 @ 12” O.C. TYP.

2" x 2" x 3-1/2" 12 GA. ANGLE FLOOR ANCHOR, FASTEN TO FLOOR WITH 3/8" x 2" EXPANSION ANCHOR.

CUT FLANGES AND BEND WEB. SECURE TO STUD WITH 3 - #10 SMS TOP AND BOTTOM. (ALTERNATE: 1-1/2"x1-1/2"x 3" MIN ANGLE W/3 - #10 SMS EA LEG, TOP AND BOTTOM)

5/8" GYP BD

IN LIEU OF WELDING PROVIDE (8) SMS12X1/2" IN TWO ROWS TO JAMB STUDS

GYP BD

F

F METAL STUD

F5

18GA WIRE TIE RETAINER 2" MIN 4" MAX

San Diego 2770 Historic Decatur Road Suite 206 San Diego, CA 92106 619.398.0440

DESIGN PROFESSIONAL STAMP

GYP BD

G

San Francisco 26 O'Farrell Street 2nd Floor San Francisco, CA 94108 415.992.4455

0' - 4"

H9

3" = 1'-0"

Irvine 17850 Fitch Irvine, CA 92614 949.574.1325

HEAD @ OPENING 3'-6" TO 8'-0"

F7

3" = 1'-0"

BASE @ DOOR OPENING

MULLION REINFORCING

F9

3" = 1'-0"

3" = 1'-0"

METAL STUD

#10 S.M.S. @ 8" O.C. CORNER BEAD

JOINT COMPOUND APPLIED TO BACK OF DRYWALL

RATED PARTITION W.O. SEE NOTE 3.

CORNERS

INTERSECTION

NOTES: 1. SEE PLANS AND PARTITION SCHEDULE FOR PARTITION TYPES AND FINISH.

E

E 2. SINGLE LAYER GYP BD. INDICATED. MULTIPLE LAYERS MAY BE REQUIRED - SEE WALL TYPE SCHEDULE.

3. SEE PLANS AND PARTITION SCHEDULE FOR FIRE RATED PARTITIONS. FIRE RATED PARTITION ASSEMBLIES, INCLUDING RATED TOP OF WALL RATED SLIP TRACK ASSEMBLIES, SHALL NOT BE INTERRUPTED, PENETRATED, OR OTHERWISE OBSTRUCTED BY NON-FIRE RATED PARTITIONS.

TYPE G SCREW ONE PER CORNER CONDUIT

4. SEE FIRE RESISTANCE RATING SCHEDULE ON G0.01 FOR PENETRATIONS OF RATED PARTITIONS.

UL W-L-7212

BRIDGING

BRIDGING

BRIDGING

MAX

MAX

1' - 0"

8'-0" MAX SPAN

1' - 0"

8'-0" MAX SPAN

TOP TRACK

4' - 0"

MAX SPACING MAX

H9 A-520

1' - 0"

MAX SPACING MAX

12'-0" MAX SPAN

H9 A-520

4' - 0"

MAX SPACING

8'-0" MAX SPAN

MAX

F5 A-520

20 GA STUD BETWEEN VERTICAL STUDS

4' - 0"

SECTION AA

H9 A-520

1' - 0"

D

STUD

A

A1 A-520

3" = 1'-0" 3'-6" MAX SPAN

D

A1 A-520

1' - 0"

D3

F5 A-520

MAX

12" = 1'-0"

FIVE SIDED BOX ENCLOSURE (1 HOUR)

A1 A-520

1' - 0"

D1

STUD PARTITION INTERSECTIONS

H5 A-520

A

SECTION

AGENCY APPROVAL

(12) #10 S.M.S. @7/8" O.C. STAGGERED, TYP. EACH SIDE OF SPLICE

H9 A-520

H9 A-520

RCP

H9 A-520

H9 A-520

TYPICAL TOP TRACK SPLICE

TOP OF GYPSUM BOARD

TOP OF GYPSUM BOARD

TOP OF GYPSUM BOARD

CEILING WHERE OCCURS

CEILING WHERE OCCURS

CEILING WHERE OCCURS

C

x

C

Amy Chen

F7 A-520

16GA . JOIST @ 16" O.C., S.S.D.

H7 A-520

H7 A-520

F7 A-520

A3 A-520

3'-6" TO 8'-0" # 12 S.M.S. @ EA. JOIST JOIST

H7 A-520

A3 A-520

8'-0" TO 12'-0"

H7 A-520

A3 A-520

TO 3'-6"

COMBINATION DOOR/WINDOW OPENING

H7 A-520

A3 A-520

3'-6" TO 8'-0"

A3 A-520

REVISION SCHEDULE NO.

OPEN ABOVE

F5 A-520

F5 A-520

JAMB OBSTRUCTION

TOP OF WALL AT FRAMED SOFFITS 3'-6" MAX SPAN

8'-0" MAX SPAN

8'-0" MAX SPAN

H5 A-520

F5 A-520

3'-6" MAX SPAN

8'-0" MAX SPAN

12'-0" MAX SPAN

B

A-520_TYPICAL FRAMING DETAILS

H9 A-520

H9 A-520

H9 A-520

H9 A-520

H9 A-520

SHEET METAL SCREW #10 AT EACH SIDE, AT EACH STUD

A3 A-520

PERPENDICULAR OR ALIGNED TO FLUTES

A3 A-520

F7 A-520 TO 3'-6"

A3 A-520

F7 A-520 3'-6" TO 8'-0"

H7 A-520

F7 A-520

OFFSET KING STUD UP TO 8'-0"

A3 A-520

H7 A-520

TO 3'-6"

A3 A-520

A3 A-520

3'-6" TO 8'-0"

DOORS, CASED AND UNCASED OPENINGS

TYP. BOTTOM TRACK

AUTHORITY HAVING JURISDICTION: AGENCY FACILITY NUMBER: AGENCY BUILDING NUMBER: AGENCY PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY -

ARCHITECT PROJECT NO:

5318.100 DATE: 01/22/18

SHEET TITLE

H7 A-520 8'-0" TO 12'-0” A

TYP. FRAMING TO CONCRETE DECK

OWNER PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY BERKELEY, CA 94720 12471A

FACILITY ADDRESS:

METAL UNPUNCHED TRACK

A

3/22/2018 2:44:16 PM

H9 A-520

UNIVERSITY OF CALIFORNIA, BERKELEY LEWIS HALL FIRE SEPARATION UPGRADES LEWIS HALL FACILITY NAME:

POWDER ACTUATED FASTENER 0.157"Ø P.D.F. @ 16" O.C. MAX

SLIP TRACK

DATE:

PROJECT INFORMATION

B

METAL STUD FRAMING SIZE PER PLAN

REVISION NAME

UTILITY OPENINGS

H5 A-520

0.157"Ø LOW VELOCITY P.D.F. @ 16" O.C. MAX. AND 3" FROM EA END (12" O.C. @ SPRAY-ON FPRF)

3/27/18

FRAMED OPENINGS

TYPICAL FRAMING DETAILS

NOTE: KING STUDS CONTINUOUS TO STRUCTURE, NO UTILITY OPENINGS MAY OCCUR OVER DOUBLE STUDS.

A1

PARTITION CONNECTION @ DECK 3/8" = 1'-0"

1

2

A3

PARTITION CONNECTION @ FLOOR 1 1/2" = 1'-0"

3

4

A5

FRAMING LEGEND

SCALE: As indicated

SHEET NUMBER

A-520

3/8" = 1'-0"

5

6

7

8

9

10

PACKAGE ISSUANCE: 2018-03-22 PERMIT AND BID SET

11

2

C:\revit_local\5318 UCB Lewis Hall_rwilliamson.rvt

© TAYLOR & ASSOCIATES ARCHITECTS 2015 IF THIS DRAWING IS NOT 30"x42", IT HAS BEEN MODIFIED

1

3

4

5

6

7

8

9

10

11

www.WeAreTaylor.com

A -

H

H

Irvine 17850 Fitch Irvine, CA 92614 949.574.1325

San Francisco 26 O'Farrell Street 2nd Floor San Francisco, CA 94108 415.992.4455

San Diego 2770 Historic Decatur Road Suite 206 San Diego, CA 92106 619.398.0440

#8 SMS EA SIDE

STRUCTURAL DECK. S.S.D.

DESIGN PROFESSIONAL STAMP CUT FLANGE, BEND AND SCREW FLANGES ON EA SIDE

0.157 Ø x 1" PDF

DECK CONNECTION

L

A

12-31-19

3-5/8" x 1-4/8" x 16 GA. FOR L < 8'-6"

G

G

12 GA. SPLAY WIRE IN PLANE OF CROSS RUNNER @ 45° MAX, 5° ANGLE MIN. 3 TIGHT TURNS AROUND HANGER WIRE

THE FOLLOWING NOTES SHALL APPLY TO ACOUSTICAL CEILING GRID -- AND -WHERE APPLICABLE DRYWALL SUSPENSION GRID (a) Ceiling-Notes: The following notes will be acceptable in plans and specifications for ceiling systems whose total weight including air conditioning grilles and light fixtures does not exceed four (4) psf. Heavier systems and those supporting lateral loads from partitions will require special design details:

MAIN RUNNER

F3

(1) 12 ga. (min.) hanger wires may be used for up to and including 4'-0" x 4'-0" grid spacing along main runners. Splices will not be permitted in any hanger wires unless specifically approved by SF DBI.

SUSPENDED CEILING COMPRESSION POST STUD

(2) Provide 12 ga. hanger wires at the ends of all main and cross runners within 8" from the support or within 1/4 of the length of the end tee, whichever is least, for the perimeter of the ceiling area. End connections for runners which are designed and detailed to resist the applied horizontal forces may be used in lieu of the 12 ga. hanger wires subject to SF DBI review and approval.

1" = 1'-0"

(3) Provide trapeze or other supplementary support members at obstructions to main hanger spacing. Provide additional hangers, struts or braces as required at all ceiling breaks, soffits or discontinuous areas. Hanger wires that are more than 1 in 6 out of plumb are to have counter-sloping wires.

VARIES

F

(4) Ceiling grid members may be attached to not more than 2 adjacent walls. Ceiling grid members should be at least 3/4 inch free of other walls. If walls run diagonally to ceiling grid system runners, one end of main and cross runners should be free and a minimum of 3/4 inch clear of wall.

STRUCTURAL DECK. S.S.D.

OVERLAP

L

6" MIN

(2) #8 SELF TAPPING SMS WITH FULL PENETRATION

(5) At the perimeter of the ceiling area where main or cross runners are not connected to the adjacent wall, provide interconnection between the runners at the free end to prevent lateral spreading. A metal strut or a 16 ga. positive mechanical connection to the runner may be used. Where the perpendicular distance from the wall to the first parallel runner is 12" or less, this interlock is not required.

1-1/4" Ø / 1-1/2" Ø O.D. EMT FOR L < 8'-6"

(8) Separate all ceiling hanging and bracing wires at least 6 inches from all unbraced ducts, pipes, conduit, etc. It is acceptable to attach lightweight items, such as single electrical conduit not exceeding 3/4" nominal diameter, to hanger wires using connectors acceptable to SF DBI. (9) When drilled-in concrete anchors or shot-in anchors are used in reinforced concrete for hanger wires, 1 out of 10 must be field tested for 200 pounds of tension. When drilled-in concrete anchors are used for bracing wires, 1 out of 2 must be field tested for 440 pounds in tension. Shot-in anchors ln concrete are not permitted for bracing wires. If any shot-in or drilled-in anchor fails, see CBC, Section 1923A.3.5. NOTE: Drllled-in or shot-in anchors require special SF DBI approval when used in prestressed concrete. (10) Attach all light fixtures and ceiling mounted air terminals or services, to the ceiling grid runners to resist a horizontal force equal to the weight of the fixture. Screws or approved fasteners are required. (11) Flush or recessed light fixtures and air terminals or services weighing less than 56 pounds may be supported directly on the runners of a heavy duty grid system but, in addition, they must have a minimum of (2) 12 GA. slack safety wires attached to the fixture at diagonal corners and anchored to the structure above. All 4 ft. x 4 ft. light fixtures must have slack safety wires at each corner. All flush or recessed light fixtures and air terminals or services weighing 56 pounds or more must be independently supported by not less than (4) taut 12 GA. wires each attached to the fixture and to the structure above regardless of the type of ceiling grid system used.

DRYWALL CEILING SUSPENSION - CONVENTIONAL CONSTRUCTION - ONE LAYER 1. General Gypsum board suspended ceiling systems shall be designed and constructed in accordance with the provisions of Part 2, Title 24, CCR. 2. Materials Materials shall comply with applicable CBC standards. Gypsum board is one layer of 5/8" thickness. 3. Design For lateral load refer to CBC, Section 1614A.1.12. The weight of the suspended ceiling shall not be less than four (4) pounds per square foot for design purposes. 4. Details of construction (a) General Gypsum board ceilings shall not support materials or building components other than grilles, light fixtures, small electrical conduits, small ducts and the like. All such components shall be supported either directly from main runners, or by supplemental framing which is supported by main runners. No vertical loads other than gypsum board dead load shall be applied to crossfurring. (b) Vertical Support System (1) Install per manufacturer's recommended details for use in seismic zones and per the standard ceiling details on A-520 and A-521. Where conflict exists, the more stringent shall apply.

F

(2) Main runners shall be 1-1/2 channels, 1.12 lb/ft. minimum hot-rolled. The (4) taut 12 GA. wires including their attachment to the structure above must be capable of supporting 4 times the weight of the unit.

(3) Hangers shall be saddle-tied around main runners to develop the full strength of the hangers.

(12) All fixtures and air terminals or services supported on intermediate duty grid systems must be independently supported by not less than (4) taut 12 GA. wires each attached to the fixture or terminal and to the structure above.

(4) Main runners shall be spliced by lapping and interlocking flanges 12" minimum and tying near each and with double loops of #16 GA wire. 5. Light Fixture Support

USE RIGID DIAGONAL SUPPORTS (COMPRESSION STRUT) WHERE ONLY ONE SUPPORT IS POSSIBLE IN EACH PLANE. MAXIMUM 10' LENGTH

12 GA. WIRE TO STRUCTURE ABOVE

(13) Support surface mounted light fixtures by at least two positive devices which surround the ceiling runner and which are each supported from the structure above by a 12 GA. wire. Spring clips or clamps that connect only to the runner are not acceptable.

(A) For hospital buildings, place bracing assemblies not more than 8 feet by 12 feet on center.

VARIES

INSTALL BRACES BETWEEN 5° AND 45° FROM CROSS OR MAIN RUNNER.

E

(6) Provide bracing assemblies consisting of a compression strut and four (4) 12 ga. splayed bracing wires oriented 90 degrees from each other at the following spacing:

Provide additional supports when light fixtures are 8 feet or longer.

NOTCH EMT @ MAIN RUNNER

(b) Provide backing as necessary for surface mounted fixtures.

(B) Provide bracing assemblies at locations not more than 1/2 the spacings given in (A) above from each perimeter wall and at the edge of vertical ceiling offsets for hospital buildings.

12 GA. SPLAY WIRE IN PLANE OF CROSS RUNNER @ 45° MAX, 5° ANGLE MIN. 3 TIGHT TURNS AROUND HANGER WIRE

CROSS RUNNER (PLANE A)

(14) Support pendant mounted light fixtures directly from the structure above with hanger wires or cables passing through each pendant hanger and capable of supporting 4 times the weight of the fixture. (See also Note 10, paragraph (a). Special details are necessary for this condition at the ceiling grid.

The slope of these wires should not exceed 45 degrees from the plane of the ceiling and should be taut without causing the ceiling to lift. Splices in bracing wires are not to be permitted without special SF DBI approval. (7) Fasten hanger wires with not less than 3 tight turns. Fasten bracing wires, with 4 tight turns. Make all tight turns within a distance of 1-1/2 inches. Hanger or bracing wire anchors to the structure should be installed in such a manner that the direction of the wire aligns as closely as possible with the direction of the forces acting on the wire.

MAIN RUNNER (PLANE B) NOTE: STRUTS OCCUR EACH 12'x8" MAX WITH FIRST STRUT WITHIN 4'-0" OF EACH WALL.

D1

D3

1" = 1'-0"

SUSPENDED CEILING COMPRESSION POST EMT

F -

B -

A -

D

B -

8" MAX

AND

8" MAX

TYP VERTICAL HANGER WIRE. REFER TO CEILING GRID ISOMETRIC 'A' FOR APPLICABLE NOTES.

8" MAX

2".

D

C -

0' - 1"

COVER PLATE

SPLAY WIRE TO STRUCTURE ABOVE

PARTIAL CEILING PLAN AT SLIP JOINT IN EXITWAY

5°min 45°max

E

F -

SLIP JOINTS

COMPRESSION STRUT

2) HILTI X-U 32 P8 S15 (.157 DIA.) POWDER DRIVEN PINS @ 16" O.C. MIN. 1" EMBEDMENT (ICC ESR-2269) AT CONC. WALL.

(15) Acoustical lay in tile - surface burning characteristics - Class A

SLIP JOINT WALL CONNECTIONS

1" = 1'-0"

1) #10 S.M.S. AT EACH VERTICAL STUD

(a) Classification of ceiling grid is heavy duty. (b) Reuse of existing ceiling hanger wires and splay wires not permitted

C -

AND

LEDGER ANGLE FASTENING SCHEDULE

Classification of ceiling grid

MAIN RUNNER

SWAY BRACE ATTACHMENT

(a) All recessed or drop-in light fixtures, as well as ceiling mounted mechanical air terminals and services, shall be directly by main runners or by supplemental framing which is supported by main runners and positively attached with screws or other approved connectors.

CLEAR SLIP JOINT SLIP JOINT CONDITION MAIN RUNNER B SPLICE-INTERSECTION

A

2" MAX

POP RIVET, TYP. CROSS RUNNER MAIN RUNNER

THRU CONNECTION SPLICE

C

3/4" CLR

SLIP JOINT AT WALL CONNECTION

12 GA WIRE TO STRUCTURE ABOVE

COMPRESSION STRUT. CUT STUD FLANGE, BEND WEB AT DECK AND ATTACH W/HILTI "X-U32P8S15" (.157 DIA.) POWDER DRIVEN PINS 1-1/2" MIN. EMBEDMENT (ICC-ESR-22690 OR (2) #12 S.M.S. AT INSULATED METAL DECK

MAIN RUNNER

TYP. VERT. HANGER WIRE. REFER TO CEILING GRID ISOMETRIC 'A' FOR APPLICABLE NOTES

CROSS RUNNER

SWAY BRACE ATTACHMENT - WIRE

E

4'-0" MAX TO FIRST

TYP.

1" = 1'-0" 4'-0" TYP

SPLAY WIRE, REFER TO NOTES ON CEILING GRID ISOMETRIC 'A'. SEE

K -

CROSS RUNNER SPLAY WIRE

8'-0" BTWN COMPRESSION

STRUTS (NOTE "A") MAIN RUNNER

TYP POP RIVET LEDGER ANGLE TO BE SECURED TO WALL STRUCTURE PER LEDGER ANGLE FASTENING NOTES, SEE

REVISION SCHEDULE NO. 2

K -

F

DATE: Date 2

CROSS RUNNER MAIN RUNNER

PROJECT INFORMATION

2" MIN TYP

METAL STRUT BY CLG MFR.

B

WALL CONNECTION (FIXED)

MAIN RUNNER SPLICE-INTERSECTION

G

H

12 GA x 1"W X 2"L MIN. CLIP ANGLE. ATTACH TO TRACK WITH (2) #10 SMS

J

12 GA. SPLAY WIRE WITH MIN. 4 TIGHT TURNS IN 1-1/2" BOTH ENDS OF WIRE, TYP.

2. HILTI X-U 32 P8 S15 (.157 DIA.) POWDER DRIVEN PINS @ 16" O.C. MIN. 1" EMBEDMENT (ICC ESR-2269) AT CONC. WALL.

12 GA. VERTICAL HANGER WIRE AT 4'-0" EACH WAY WITH MIN 3 TIGHT TURNS IN 1-1/2" BOTH END OF WIRE, TYP.

45 deg max

ANGLE LEDGER FASTENING NOTES 1. #10 S.M.S. AT EACH VERTICAL STUD AT EXISTING OR NEW METAL STUD WALL

0 --

12 GA WIRE

OWNER PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY BERKELEY, CA 94720 12471A

AUTHORITY HAVING JURISDICTION: AGENCY FACILITY NUMBER: AGENCY BUILDING NUMBER: AGENCY PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY -

ARCHITECT PROJECT NO:

5318.100

FACILITY ADDRESS:

COMPRESSION STRUTS: 2-1/2" x1-1/4"x20 GA. STEEL STUD AT 7'-0" MAX LENGTH EACH SPLAY WIRE LOCATION. NOTCH STUD WEB OVER CROSS TEE AND ATTACH TO MAIN RUNNERS WITH 2-#8 S.M.S. FOR TOP CONNECTION, REFER TO DETAIL

PARTIAL CEILING PLAN

UNIVERSITY OF CALIFORNIA, BERKELEY LEWIS HALL FIRE SEPARATION UPGRADES LEWIS HALL FACILITY NAME:

WALL CONNECTION AT CLG. STRUT

WALL LINE

45 deg max

REVISION NAME Revision 2

3/4" MIN CLR

J -

VERTICAL HANGER WIRE

2" x 18 GA. METAL FRAMING TRACK (MIN). ATTACH TO MIN (2) STUDS WITH (2) #10 SMS EA STUD

3/27/18

THRU CONNECTION SPLICE

B

A-530_TYPICAL CEILING DETAILS

C

SPLAY CONNECTION AT CONC. SLAB

COMPRESSION STRUT, REFER TO NOTES ON CEILING GRID ISOMETRIC 'A'. SEE

WALL LINE

WALL LINE

12 GA. x 1"W x 2"L STEEL STRAP. FASTEN W/ HILTI 3/8" DIA. KB EZ 2' MIN. EMBEDMENT FROM TOP FLUTE (ICC-ESR-19170 OR (2) #12 S.M.S. AT INSULATED METAL DECK. PROVIDE 2 FASTENERS IN. PER STEEL STRAP. EXTEND STEEL STRAP 2 FLUTES MIN. WHEN PERPENDICULAR TO DECK.

CEILING CONNECTION AT CONC. SLAB

12'-0" BETWEEN COMPRESSION

DATE: 01/22/18

SHEET TITLE

MAIN RUNNER, TYP. CROSS RUNNER, TYP.

WALL PER

A

PLAN

3/22/2018 2:44:17 PM

x

Amy Chen D

2'-0".

C1

5/8" MAX

BRACE

OM FR T 2" E U IR R W ST Y N LA SIO SP S X. PRE MA OM C

C

STRUCTURAL DECK

HILTI CEILING CLIP "CC27XALH42-DX KWIK" (.177 DIA.) MIN. 1-1/2" EMBEDMENT (ICC ESR-2184) OR HILTI 3/8" DIA. KB TZ 2" MIN. EMBEDMENT (ICC ESR-1917) OR (2) #12 S.M.S. AT INSULATED METAL DECK.

5°min 45°max

2" MIN. EMBEDMENT

12 GA SPLAY WIRE IN PLANE OF EA. RUNNER @ 45° VERT. ANGLE MAX, 5° VERT. ANGLE MIN.

STRUTS (NOTE "A")

5°min 45°max

AGENCY APPROVAL

A1

2" MAX FROM SPLAY WIRES TO CROSS RUNNERS

K

SPLAYED WIRE ATTACHMENT - WALL ATTACHMENT 2

TYPICAL CEILING DETAILS

NOTE: ACOUSTIC CEILING TILES NOT SHOWN FOR CLARITY.

CEILING GRID ISOMETRIC "A"

SCALE: As indicated

SHEET NUMBER

A7

3" = 1'-0" 1

A

3

4

5

6

SUSPENDED CEILING GRID SYSTEMS

A-530

3" = 1'-0" 7

8

9

10

PACKAGE ISSUANCE: 2018-03-22 PERMIT AND BID SET

11

2

3

4

5

6

7

8

9

10

11

4' - 0" MIN 1' - 7"

PLUMBING SPECIFICATIONS

5.

6.

7. 8. 9. 10.

G

11.

12.

F

H WALL. REFER TO PLAN.

Irvine 17850 Fitch Irvine, CA 92614 949.574.1325

San Francisco 26 O'Farrell Street 2nd Floor San Francisco, CA 94108 415.992.4455

San Diego 2770 Historic Decatur Road Suite 206 San Diego, CA 92106 619.398.0440

DESIGN PROFESSIONAL STAMP

HIGH LOW DRINKING FOUNTAIN

SEE DETAIL D8/A-540

12-31-19

SPOUT HEIGHT 38" MIN - 43" MAX AFF

G

SEE DETAIL D8/A-540 FOR HEIGHT 30"x48" CLEARANCE

DRINKING FOUNTAIN PLAN

F8

1" = 1'-0"

F 18 TO 19"

36" MAX

4.

www.WeAreTaylor.com

(1'-3" MIN)

3.

ALL WORK SHALL BE IN ACCORDANCE WIH THE CALIFORNIA PLUMBING CODE 2016 HOT, COLD, AND TEMPERED WATER: COPPER TUBE TYPE L, HARD DRAWN ASTM M-88 WITH WROUGHT COPPER FITTINGS WITH 95% TIN. 5% ANTIMONY SOLDER JOINTS. SHUTOFF VALVES: BALL VALVE 600 WOG, TWO-PIECE BRONZE BODY ASTM B-584 WITH TFE SEATS AND SEAL WITH BRONZE TRIM. BALL VALVE SHALL BE NIBCO OR APPROVED EQUAL. PROVIDE ACCESS PANEL. DIELECTRIC COUPLER: PROVIDE DIELECTRIC COUPLER BETWEEN DISSIMILAR PIPING MATERIAL. COUPLERS SHALL BE RED BRASS NIPPLE, WITH MINIMUM LENGTH OF 6-TIMES PIPE DIAMETER. COUPLER SHALL BE DIELECTRIC WATERWAY STYLE 4 OR APPROVED EQUAL. PIPE INSULATION: INSULATE BOTH HOT AND COLD WATER WITH 1/2" THICK FIBERGLASS FOR INDOOR INSTALLATION. INSULATION SHALL BE OWENS CORNING SSLII WITH ASJ OR APPROVED EQUAL. PROVIDE CALCIUM SILICATE INSERTS AT SUPPORT POINTS. INSERTS SHALL BE CLEMENT INSULATED PIPE SUPPORT MODEL HW OR APPROVED EQUAL. SANITARY WASTE AND VENT PIPING: A. ABOVE GROUND - HUBLESS CAST IRON SOIL PIPE: NO-HUB SCHEDULE 40 PIPE WITH HUSKY SD-4000 SOIL PIPE COUPLING MANUFACTURED BY ANAHEIM FOUNDRY, 4-BAND CLAMP OR CLAMP-ALL HI TORQ 125 2-BAND CLAMP, OR EQUAL. SEALING GASKET SHALL BE NEOPRENE IN ACCORDANCE WITH ASTM C564, CISPI 301-75 PIPE SUPPORT: UNISTRUT, CLAMP, AND ANCHORS. SUPPORT WATER PIPING AT 6 FEET ON CENTER; SUPPORT SANITARY SEWER AND VENTS AT EVERY JOINT AND NOT TO EXCEED 5-FEET ON CENTER. PIPE SUPPORT SHALL MEET THE REQUIREMENTS OF CPC 2016 TABLE 313.3. PIPING IDENTIFICATION: LABEL PIPING TO ASME & ANSI STANDARDS. LABELS SHALL BE DURAMARK OR APPROVED EQUAL. WALL CLEANOUT ACCESS PANEL: ZURN Z1441 WALL CLEANOUT, DURA-COATED CAST IRON BODY, GAS AND WATERTIGHT TAPERED THREAD PLUG, AND ROUND, SMOOTH, STAINLESS STEEL ACCESS COVER WITH SECURING SCREW. ACCESS DOORS: A. ACCESS DOORS SHALL BE INSTALLED WHERE VALVES, SWITCHES, DAMPERS, CONTROLLERS OR OTHER SIMILAR EQUIPMENT ARE INSTALLED ABOVE GYPSUM BOARD CEILINGS OR BEHIND WALLS OR ANYWHERE THEY BECOME INACCESSIBLE FOR INSPECTION, MAINTENANCE, OR SERVICING. ACCESS DOORS SHALL BE 24" X 24" IN GENERAL, AND A MINIMUM OF 10" X 18". ACCESS DOORS SHALL BE SIZED TO SUIT THE ACCESS REQUIREMENT TO SERVICE THE EQUIPMENT, AND SHALL BE LOCATED INDIVIDUALLY AND IN A MANNER APPROVED BY THE OWNER'S REPRESENTATIVE, AND TO MEET REQUIREMENTS SPECIFIED HERE AND ELSEWHERE FOR SPECIFIC APPLICATIONS. B. ACCESS DOORS SHALL BE SET SQUARE AND FLUSH. ACCESS PANELS SHALL BE LOCATED IN CLOSETS, STORAGE ROOMS, AND/OR OTHER NON-PUBLIC AREAS AND SHALL BE CONSTRUCTED IN A WORKMANLIKE MANNER. DOORS SHALL BE POSITIONED SO THAT THE JUNCTION CAN BE EASILY REACHED. WHERE ACCESS PANELS ARE REQUIRED IN CORRIDORS, LOBBIES OR OTHER HABITABLE AREAS, THEY SHALL BE LOCATE AS APPROVED BY THE OWNER'S REPRESENTATIVE. C. ACCESS DOORS SHALL BE CONSTRUCTED OF STEEL WITH PRIMER COAT OF RUST-INHIBITIVE PAINT AND SHALL HAVE CONTINUOUS PIANO HINGE, AS MANUFACTURED BY INLAND STEEL PRODUCTS, MILCOR, MIAMI, WALSH-HANNON, OR EQUAL. DOOR LOCKS SHALL BE SCREWDRIVER OPERATED WITH STAINLESS STEEL CAM AND STUDS. PLUMBING FIXTURES: A. DRINKING FOUNTAIN: PROVIDE ELKAY MODEL LZSTLDDWSVRSK - DUAL WALL BI-LEVEL, BARRIER FREE FILTERED DRINKING FOUNTAIN, WITH FILTERED HANDS-FREE ELECTRONIC BOTTLE FILLER, NON-REFRIGERATED, 18-GAUGE 304 STAINLESS STEEL, 100% LEAD-FREE WATER WAYS, PUSH BUTTON OPERATED STAINLESS STEEL VALVES WITH FRONT-ACCESSIBLE CARTRIDGE AND FLOW ADJUSTMENT, POLISHED CHROME-PLATED BRASS VANDAL RESISTANT BUBBLER HEADS WITH INTEGRAL LAMINAR STRAINERS, VANDAL-RESISTANT BOTTOM PLATES, STAINLESS STEEL SATIN FINISH BACK PANEL, HIGH AND LOW FOUNTAIN LEVELS, 1-1/4" O.D. WASTE PIPE, STAINLESS STEEL BACK PANEL, MOUNTING PLATE, AND INTEGRATED P-TRAP. PROVIDE WATER STOPS. DISINFECTION PROCEDURE: A. CONTRACTOR SHALL FLUSH THE NEW DOMESTIC WATER PLUMBING LINES AT CONCLUSION OF WORK TO REMOVE ANY SOLDER FLUX AND DEBRIS. CONTRACTOR SHALL ARRANGE FOR WATER SAMPLE ANALYSIS BY A STATE-CERTIFIED LABORATORY TO SHOW THE ABSENCE OF BACTERIA IN TWO SAMPLES DRAWN FROM THE NEW SYSTEM AT SINKS. DISINFECTION WILL NOT REQUIRED IS SAMPLE RESULTS INDICATE ABSENCE OF BACTERIA. B. DRAIN NEW BRANCH FOR DOMESTIC WATER TO THE EXISTING VALVE AT POINT OF CONNECTION. C. POST SUITABLE WARNING SIGNS AT EACH OUTLET: 'WARNING - DO NOT USE - WATER SYSTEM BEING CHLORINATED". D. INJECT DISINFECTION SOLUTION INTO THE SYSTEM THROUGH THE SERVICE COCK BY MEANS OF A PUMP OR OTHER PRESSURE DEVICE AT A SLOW, CONTINUOUS RATE, SIMULTANEOUS WITH A REDUCED FLOW FROM THE WATER MAIN UNTIL THE ORTHOTOLODIN TEST FOR RESIDUAL CHLORINE AT EACH OUTLET SHOWS A CONCENTRATION OF AT LEAST 50 PPM, BUT NOT MORE THAN 100 PPM. E. CLOSE ALL OUTLETS AND VALVES, INCLUDING THE SERVICE VALVE AT THE MAIN AND THE INJECTION COCK. RETAIN THE CHLORINATED WATER IN THE SYSTEM FOR 24 HOURS. F. AFTER 24 HOUR HOLDING PERIOD, THE RESIDUAL CHLORINE CONCENTRATION SHALL BE NOT LESS THAN THE 50 PPM AS SHOWN BY THE ORTHOTOLIDON TEST. G. DRAIN AND FLUSH ENTIRE DOMESTIC WATER SYSTEM UNTIL ORTHOTOLODIN TEST SHOWS BACKGROUND RESIDUAL CHLORINE CONCENTRATION AT ANY OUTLET. H. ENVIRONMENTAL HEALTH & SAFETY (EH&S) WILL DETERMINE WHETHER SAMPLES OF WATER MUST BE COLLECTED AND ANALYZED FOR THE DETERMINATION OF BACTERIOLOGICAL QUALITY. I. STANDARDS NECESSARY FOR APPROVAL: a. THE WATER SYSTEM SHALL BE UNIFORMLY CHLORINATED UNDER THE SUPERVISION OF ENVIORNMENTAL HEALTH AND SAFETY (EH&S) AS OUTLINED IN THE DISINFECTION PROCEDURE. b. THE RESULT OF WATER SAMPLE ANALYSIS SHALL BE NEGATIVE FOR THE COLIFORM ORGANISM. c. IF TEH TEST FOR THE BACTERIOLOGICAL QUALITY OF THE WATER IN THE SYSTEM DOES NOT MEET THE STANDARDS, REPEAT THE DISINFECTION PROCEDURE UNTIL THE SPECIFIED STANDARDS ARE MET. J. FINAL APPROVAL: ENVIRONMENTAL HEALTH & SAFETY (EH&S) WILL GIVE WRITTEN APPROVAL TO THE UNIVERSITY FOR ACEPTANCE AND USE OF THE WATER SYSTEM AFTER THE ABOVE PROCEDURES HAVE BEEN SUCCESSFULLY COMPLETED AND THE STANDARDS MET.

CANE PROTECTION, TYP. SEE DETAIL A8/A-540.

0' - 3" (0'-5" MAX)

H

(1'-4" MIN)

1' - 4"

1. 2.

1' - 4"

1' - 6"

C:\revit_local\5318 UCB Lewis Hall_rwilliamson.rvt

© TAYLOR & ASSOCIATES ARCHITECTS 2015 IF THIS DRAWING IS NOT 30"x42", IT HAS BEEN MODIFIED

1

E

9" MIN

27" MIN

E

8" MIN KNEE CLEARANCE

6" MAX TOE CLEARANCE 17" MIN DEPTH

25" MAX (FIGURE 11B-306.2)

D

D

EQUIPMENT PERMITTED IN SHADED AREA

DRINKING FOUNTAIN HEIGHT

D8

1/2" = 1'-0" AGENCY APPROVAL

x 1' - 6" MIN.

WALL. REFER TO PLAN.

C

C

Amy Chen

3/27/18

REVISION SCHEDULE NO.

REVISION NAME

DATE:

1 1/2" DIA. STAINLESS STEEL PIPE RAIL SATIN FINISH

3'-0" MAX.

PROJECT INFORMATION

B

B

UNIVERSITY OF CALIFORNIA, BERKELEY

STAINLESS STEEL ESCUTCHEON

LEWIS HALL FIRE SEPARATION UPGRADES LEWIS HALL FACILITY NAME: OWNER PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY BERKELEY, CA 94720 12471A

AUTHORITY HAVING JURISDICTION: AGENCY FACILITY NUMBER: AGENCY BUILDING NUMBER: AGENCY PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY -

ARCHITECT PROJECT NO:

5318.100

FACILITY ADDRESS:

SURFACE MOUNTED ANCHOR PLATE W/ STAINLESS STEEL ESCUTCHEON

0' - 4"

A-540_INTERIOR DETAILS

1 1/2" DIA. STAINLESS STEEL BOTTOM RAIL SATIN FINISH

DATE: 01/22/18

SHEET TITLE

0' - 2"

3/22/2018 2:44:18 PM

A

A8 1

2

3

4

5

6

7

3/8" DIA. HILTI KB-TZ ANCHOR BOLTS W/ 2" MIN. EMBED

CANE PROTECTION

A

INTERIOR DETAILS SCALE: As indicated

SHEET NUMBER

3" = 1'-0"

A-540 8

9

10

PACKAGE ISSUANCE: 2018-03-22 PERMIT AND BID SET

11

2

3

4

5

6

7

8

SC. WD FRG

9

10

11

DOOR SCHEDULE

DOOR ABBRIVATIONS SIZE

SOLID CORE, WOOD DOOR FIRE RATED GLASS

DOOR NO. LEVEL 2 210-1 210-2 212 214

H

ROOM NAME

DOOR PANEL

DOOR TYPE

W

HT

THK

A A B A

3' - 0" 3' - 0" 6' - 0" 3' - 0"

7' - 0" 7' - 0" 7' - 0" 7' - 0"

0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4"

LAB LAB CLOS. LAB

REFER TO

FRAME

MATL FINISH GLZ SC. WD. SC. WD. SC. WD. SC. WD.

STAIN STAIN STAIN STAIN

FRG FRG FRG

MATL

FIN

HM HM HM HM

PAINT PAINT PAINT PAINT

DETAIL HEAD A6/A-600 A6/A-600 A9/A-600 A6/A-600

JAMB A6/A-600 A6/A-600 A9/A-600 A6/A-600

FIRE RATING HARDWARE LABEL SET NO NOTES 45 MIN. 45 MIN. 90 MIN. 45 MIN.

01 01 02 01

PANIC HARDWARE PANIC HARDWARE

www.WeAreTaylor.com H

PANIC HARDWARE

REFER TO SCHEDULE

SCHEDULE

Irvine 17850 Fitch Irvine, CA 92614 949.574.1325

San Francisco 26 O'Farrell Street 2nd Floor San Francisco, CA 94108 415.992.4455

San Diego 2770 Historic Decatur Road Suite 206 San Diego, CA 92106 619.398.0440

DESIGN PROFESSIONAL STAMP

REFER TO SCHEDULE

3' - 6"

MATCH (E) DOORS

REFER TO SCHEDULE

C:\revit_local\5318 UCB Lewis Hall_rwilliamson.rvt

© TAYLOR & ASSOCIATES ARCHITECTS 2015 IF THIS DRAWING IS NOT 30"x42", IT HAS BEEN MODIFIED

1

12-31-19

A

B

G

G

F

F

E

E

D

D

AGENCY APPROVAL

x

C

C

Amy Chen

3/27/18

REVISION SCHEDULE NO.

REVISION NAME

DATE:

OPENING AT REMOVED HM DOOR FRAME

PROJECT INFORMATION

PLASTER CORNER BEAD (E) CEMENT PLASTER WALL

3-COAT CEMENT PLASTER OVER EXP. MTL. LATH 16 GA GALV SM 'Z'

B

B

SEE PLAN FOR PARTITION TYPE AND SEE FRAMING DETAILS

SEALANT JOINT

LEWIS HALL FIRE SEPARATION UPGRADES LEWIS HALL FACILITY NAME:

PARTITION W.O.

EXTEND GYP. BD. INTO FRAME 5/8" MIN.

HOLLOW METAL FRAME

JAMB ANCHOR

DOOR W.O.

HM DOOR FRAME

OWNER PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY BERKELEY, CA 94720 12471A

AUTHORITY HAVING JURISDICTION: AGENCY FACILITY NUMBER: AGENCY BUILDING NUMBER: AGENCY PROJECT NUMBER:

UNIVERSITY OF CALIFORNIA, BERKELEY -

ARCHITECT PROJECT NO:

5318.100

FACILITY ADDRESS:

(2) #10 SMS

0' - 0 5/8"

4" TYP. TO ADJ.

A-600_DOOR SCHEDULE AND DOOR LEGEND

5/8" GYPSUM BOARD

UNIVERSITY OF CALIFORNIA, BERKELEY

DATE: 01/22/18

SHEET TITLE 4" X 16 GA STUDS

FINISH TRANSITION W.O.

2-1/2" SHAFT WALL A

3/22/2018 2:44:18 PM

A

A6 1

2

3

4

5

6

JAMB @ HM DOOR (HEAD SIM)

A9

3" = 1'-0"

7

8

HOLLOW METAL DOOR FRAME JAMB (HEAD SIM) 3" = 1'-0"

DOOR SCHEDULE AND DOOR LEGEND SCALE: As indicated

SHEET NUMBER

A-600 9

10

PACKAGE ISSUANCE: 2018-03-22 PERMIT AND BID SET

11