Pasadena_Public_Works_Building_Seismic_Upgrade_-_Bid_Set_Dwgs.pdf

ROOM NAME / NUMBER

/ AREA

EXISTING PARTITION / WALL

DEMO PARTITION / WALL

NEW PARTITION / WALL

EXISTING DOOR

NEW DOOR

DOOR TAG

WINDOW TAG

KEYNOTE

WALL TYPE TAG

INTERIOR ELEVATION

VIEW

DETAIL CALLOUT

DETAIL CUT

WALL SECTION CUT

ROOM NAME

ROOM NUMBER

CEILING HEIGHT

ROOM FINISHES CODE

ROOM AREA

ROOM NAME

150 SF

9'-0"

A101

OFFICE

CV-001

996 SF

RF-1 RB-1 P-1 GYP

PL-1

A-800

A101

A101

SIM

B6

W1

N

A101

8'-0"

FINISH MATERIAL TAG

EQUIPMENT TYPE TAG

CEILING HEIGHT TAG

GRID COLUMN CENTER

LINE

REVISION TAG

ALIGN ARROW SYMBOL

EXIT SIGN ANNOTATION SYMBOL

SPOT ELEVATION

NORTH ARROW

0 VIEW NAME

REFERENCE SHEET

A101

PHOTO REFERENCE

IDS

DATEDESCRIPTIONREV.

1 PETERS CANYON ROAD, SUITE 130

IRVINE, CA. 92606

TEL: 949-387-8500, FAX: 949-387-0800

IDS GROUP

IDS PROJECT NO.

DRAWN BY

CHECKED BY

APPROVED BY

PROJECT IDENTIFICATION

THIS DRAWING WAS CREATED IN REVIT V. 2020

UNLESS OTHER WISE NOTED.

THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42"

THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND

COPYRIGHT OF IDS GROUP AND SHALL NOT BE USED ON ANY

OTHER PROJECT OR LOCATIONS EXPECT AS DESCRIBED ON THE

DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH IDS GROUP.

SHEET NO. OF

ISSUE

STAMP

STAMP

ENGINEER/ARCHITECT

PROJECT NAME

CLIENT

21X051.01

SHEET TITLE

SHEET NUMBER

APPROVAL

Public Works

Building

Seismic Retrofit

Public Works Facility 233 W. Mountain St.

Pasadena, CA 91109

233 W. Mountain St. Pasadena, CA 91103

B

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11/23/22PLAN CHECK RESUBMITTAL1

City of Pasadena

12/13/22P.C. APPROVED SET

01/16/23BID SET

/1

/2

:0 :2

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PROJECT

INFORMATION

PASADENA PUBLIC WORKS BUILDING SEISMIC RETROFIT

ABBREVIATIONS VICINITY MAP SHEET INDEX

AFF ABOVE FINISHED FLOOR

ACST ACOUSTIC

ACT ACOUSTIC CEILING TILE

APC ACOUSTIC PANEL CEILING

AWP ACOUSTIC WALL PANEL

AWT ACOUSTIC WALL TREATMENT

ADJ ADJUSTABLE

A/C AIR CONDITIONING

AHU AIR HANDLING UNIT

ALT. ALTERNATE

AL ALUMINUM

AB ANCHOR BOLT

APPROX. APPROXIMATE

ARCH ARHICTECT

ASPH ASPHALT

ASSY ASSEMBLY

AUTO AUTOMATIC

AWN AWNING

A/V AUDIO-VISUAL

B BASEMENT

BALC BALCONY

BATH BATHROOM

BM BEAM

BR BEDROOM

BMRK BENCHMARK

BLK BLOCK/BLOCKING

BD BOARD

BKSH BOOKSHELVES

BOT BOTTOM

BRKT BRACKET

BC BROOM CLOSET

BLDG BUILDING

BLT-IN BUILT IN

BUR BUILT-UP ROOFING

BOS BOTTOM OF SLAB

CF/CI CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

CA CLEAR ANONDIZED

CAB CABINET

CPT CARPET

CSMT CASEMENT

CI CAST IRON

CB CATCH BASIN

CLG CEILING

CEM CEMENT

CL CENTER LINE

CER CERAMIC

CT CERAMIC TILE

CO CLEAN OUT

CLR CLEAR

COL COLUMN

CBP COMPOSITE BUILDING PANEL

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CJ CONTROL JOINT

COP COPPER

CG CORNER GUARD

CORR CORRIDOR

CTR COUNTER

CSMS COUNTERSUNK METAL SCREW

CSWS COUNTERSUNK WOOD SCREW

CRS COURSES

CC CUBICLE CURTAIN

CM CENTIMETER

DL DEAD LOAD

DE DUAL EGRESS

DEMO DEMOLISH / DEMOLITION

DET DETAIL

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DO DITTO

DR DOOR

DH DOUBLE HUNG

DN DOWN

DS DOWN SPOUT

D DRAIN

DWR DRAWER

DWG DRAWING

DWGS DRAWINGS

DF DRINKING FOUNTAIN

DUP DUPLICATOR

DOP DISPERSED OIL PARTICULATE

(E) EXISTING

EXIST EXISTING

ETR EXISTING TO REMAIN

EA EACH

E EAST

EQ EQUAL

EQPT EQUIPMENT

EWC ELECTRIC WATER COOLER

ELEC ELECTRICAL

ELEV ELEVATOR

EMERG EMEGENCY

EG END GUARD

ENGR ENGINEER

EQUIP EQUIPMENT

EQPT EQUIPMENT

EXP EXPANSION

EB EXPANSION BOLT

EJ EXPANSION JOINT

EXPC EXPOSED CONSTRUCTION

EXT EXTERIOR

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

FF FINISH FLOOR

FWC FABRIC WALL COVERING

FWS FABRIC WALL SYSTEM

FT FEET / FOOT

FG FINISH GRADE

FV FIELD VERIFY

FIN FINISH

FDV FIRE DEPARTMENT VALVE

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FP FIRE PROOFING

FRP FIBERGLASS REINFORCED PANEL

FIX FIXTURE

FLASH FLASHING

FLEX FLEXIBLE

FL FLOOR

FD FLOOR DRAIN

FS FLOOR SINK

FLUOR FLUORESCENT

FTG FOOTING

FDN FOUNDATION

FRMG FRAMING

FURN FURNACE

FTDF FIRE TREATED DOUGLAS FIR

FOF FACE OF FINISH

FOS FACE OF STUD

FLS FIRE LIFE SAFETY

GA GAGE

GALV GALVANIZED

GI GALVONIZED IRON

GEN GENERATOR

GL GLASS

GLB GLASS BLOCK

GB GRAB BAR

GR GRADE

GT GRANITE TILE

GFI GROUND FAULT CIRCUIT INTERRUPT

GUTT GUTTER

GYP GYPSUM

GYP BD GYPSUM BOARD

HR HAND RAIL

HDW HARDWIRE

HD WD HARDWOOD

HD HEAD

HVAC HEATING, VENTILATING, AND

AIR CONDITIONING

HT HEIGHT

HPAC HIGH PERMORMANCE

ARHICTECTURAL COATING

HP HIGH POINT

HC HOLLOW CORE

HM HOLLOW METAL

HORZ HORIZONTAL

HB HOSE BIBB

HOSP HOSPITAL

HC HOT AND COLD

HO HOLD-OPEN

HSS HOLLOW STEEL SECTION

IN INCH / INCHES

INFO INFORMATION

ID INSIDE DIAMETER

INS INSULATED

INSUL INSULATION

IR INTEGRAL RESILIENT BASE

INT INTERIOR

ILSM INTERIM LIFE SAFETY MEASURE

JAN JANITOR

JT JOINT

JST JOIST

KG KILOGRAM

KD KNOCK-DOWN FRAME

LL LIVE LOAD

LAB LABORATORY

LAV LAVATORY

LAM LAMINATE

LC LAUNDRY CHUTE

LT LIGHT

LTWT LIGHT WEIGHT

LB POUNDS

LIN. DIFF. LINEAR DIFFUSER

LP LOW POINT

LLV LONG LEG VERTICAL

LVT LUXURY VINYL TILE

M METER

MM MILLIMETER

MACH MACHINE

MAT MATERIAL

MH MANHOLE

MFD MANUFACTURED

MFR MANUFACTURER

MT MARBLE TILE

MK MARK

MB MARKER BOARD

MO MASONRY OPENING

MAX MAXIMUM

MIN MINIMUM

MECH MECHANICAL

MC MEDICINE CHEST

MEMB MEMBRANE

MTL METAL

MFTSM MINERAL-FILLED THERMOPLASTIC

SURFACING MATERIAL

MDF MEDIUM DENSITY FIBERBOARD

MHO MAGNETIC HOLD-OPEN

MISC MISCELLANEOUS

MOD MODIFIED

MLDG MOLDING

(N) NEW

N NORTH

N/A NOT APPLICABLE

NF NATURAL FINISH

NOM NOMINAL

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO. NUMBER

OF/OI OWNER FURNISHED /

OWNER INSTALLED

OF/CI OWNER FURNISHED /

CONTRACOTR INSTALLED

OFF OFFICE

OC ON CENTER

OA OUTSIDE AIR

OPP OPPOSITE

OH OPPOSITE HAND

ORCH ORCHESTRA

OP ORNAMENTAL PAINT

OPL ORNAMENTAL PLASTER

OD OUTSIDE DIAMETER

P PAINT

PL PLATE

PNL PANEL

PLAM PLASTIC LAMINATE

PTC PEDESTRIAN TRAFFIC COATING

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PREFAB PREFABRICATED

PERF PERFORATED

PLUMB PLUMBING

PROJECT INFORMATION

THIS PROJECT CONSISTS OF A VOLUNTARY SEISMIC RETROFIT OF A CONCRETE TILT UP PANEL

BUILDING WITH WOOD DIAPHRAGMS PER THE STRUCTURAL PLANS AND ADA UPGRADE

SCOPE OF WORK FOR THE SEISMIC RETROFIT WILL INCLUDE;

-SELECTIVE DEMOLITION AND REPLACEMENT OF THE CEILINGS & ROOFING

SCOPE OF WORK FOR THE ADA UPGRADE WILL INCLUDE;

1ST FLOOR;

-REMOVE AND REPLACE THE NON-COMPLIANT MILLWORK IN THE BREAKROOM #133

-REPLACE THE EXISTING NON-COMPLAINT DRINKING FOUNTAIN

-RE-STRIPE THE ACCESSIBLE PARKING STALLS AND

-UPGRADE THE PATH OF TRAVEL FROM THE ACCESSIBLE PARKING TO THE BUILDING

2ND FLOOR;

-REMOVE AND REPLACE THE NON-COMPLIANT MILLWORK IN THE KITCHEN #216

-REPLACE THE EXISTING NON-COMPLAINT DRINKING FOUNTAIN

OCCUPANCY AND USE (NO CHANGE)

A-3 B H-2

CONSTRUCTION CLASSIFICATION:

- TYPE IIIB

- FULLY SPRINKLERED

SEISMIC ZONE:

REFER TO STRUCTURAL DRAWINGS

NUMBER OF STORIES: (NO CHANGE)

3 STORIES

BUILDING HEIGHT: (NO CHANGE)

42'-3" TOP OF PARAPET

FLOOR AREAS: (NO CHANGE)

1ST FLOOR - 25, 895 SF

2ND FLOOR - 17,945 SF

3RD FLOOR - 720 SF

SCOPE OF WORK AREA: ~20,000 SF

AREA OF WORK LEVEL:

1ST FLOOR, 2ND FLOOR, 3RD FLOOR/ROOF

SYMBOL LEGEND

QTY QUANTITY

QT QUARRY TILE

RAD RADIUS

RDWD REDWOOD

REF REFRIGERATOR

REINF REINFORCED

REBAR REINFORCING BAR

REV REVISION

RO ROUGH OPENING

RM ROOM

RA RETURN AIR

RD ROOF DRAIN

RS RESILIENT SHEET FLOORING

REQ REQUIRED

SS STAINLESS STEEL

SMS SHEET METAL SCREW

SC SOLID CORE

SCH SCHEDULE

SECT SECTION

SHTHG SHEATHING

SHT SHEET

SLV SHORT LEG VERTICAL

SPR SINGLE PLY ROOFING

SL GL DR SLIDING GLASS DOOR

SP SOLID POLYMER

SAP SOUND ABSORTIVE PANEL

SPECS SPECIFICATIONS

SQ SQUARE

SQ FT SQUARE FEET

S&V STAIN AND VARNISH

STD STANDARD

STL STEEL

STLC STEEL CHANNEL

SEJ SEISMIC JOINT

SJ STEEL JOIST

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SW SWITCH

$ SWITCH

S SOUTH

SYM SYMMETRICAL

SIM SIMILAR

TBD TO BE DETERMINED

TB TACKBOARD

TELE TELEPHONE

TV TELEVISION

TG TEMPERED GLASS

TEMP TEMPORARY

TLT TOILET

TOS TOP OF SLAB

TO TOP OF

TYP TYPICAL

U/S UNDERSIDE

UC UNDER CABINET

UNFIN UNFINISHED

U.N.O. UNLESS NOTED OTHERWISE

VF/VI VENDOR FURNISHED /

VENDOR INSTALLED

VF/CI VENDOR FURNISHED /

CONTRACTOR INSTALLED

VAC VACUUM

VB VAPOR BARRIER

VERT VERTICAL

VIF VERIFY IN FIELD

VEST VESTIBULE

VCT VINYL COMPOSITION TILE

VWC VINYL WALL COVERING

W/ WITH

W/O WITHOUT

WC WASH CLOSET

WD WOOD

WT WEIGHT

WP WATER PROOF

WRB WATER RESISTANT CEMENT BOARD

WWF WELDED WIRE FRAME

WWM WELDED WIRE MESH

WF WIDE FLANGE

W WEST

WD WOOD

YD YARD

GENERAL

G-001 PROJECT INFORMATION

G-002 GENERAL NOTES

G-003 ADA SITE AND PARKING DETAILS

G-004 2019 CBC CHAPTER 11B CODE COMPLIANCE NOTES

G-005 2019 CBC CHAPTER 11B ADA FIXTURES AND SIGNAGE DETAILS

ARCHITECTURAL

A-001 SITE PLAN - OVERALL

A-002 ENLARGED SITE PLANS

A-003 EXITING AND CODE ANALYSIS PLAN - 1ST FLOOR

A-004 EXITING AND CODE ANALYSIS PLAN - 2ND FLOOR

A-005 PROPOSED 1ST FLOOR PHASING PLAN

A-006 PROPOSED 2ND FLOOR PHASING PLAN

A-100 1ST FLOOR EXISTING /DEMO PLAN

A-101 2ND FLOOR EXISTING/ DEMO FLOOR & LOW ROOF PLAN

A-102 1ST FLOOR EXISTING/DEMO RCP

A-103 2ND & 3RD FLOOR EXISTING/DEMO RCP

A-104 EXISTING/DEMO ROOF PLAN

A-200 1ST FLOOR PLAN

A-201 2ND FLOOR & LOW ROOF PLAN

A-300 ENLARGED PLANS & INTERIOR ELEVATIONS

A-301 INTERIOR ELEVATIONS

A-400 DETAILS - MILLWORK

A-401 DETAILS - SUSPENDED GYP. BOARD CEILING

A-402 DETAILS - ACOUSTIC CEILING

A-403 DETAILS - ROOF

A-500 DETAILS - FIRESTOP & PENETRATIONS

A-501 DETAILS - FIRESTOP & PENETRATIONS

A-502 DETAILS - FIRESTOP & PENETRATIONS

A-600 PHOTOS (FOR REFERENCE ONLY)

A-601 PHOTOS (FOR REFERENCE ONLY)

A-602 PHOTOS (FOR REFERENCE ONLY)

A-603 PHOTOS (FOR REFERENCE ONLY)

A-604 PHOTOS (FOR REFERENCE ONLY)

A-605 PHOTOS (FOR REFERENCE ONLY)

A-606 PHOTOS (FOR REFERENCE ONLY)

A-607 PHOTOS (FOR REFERENCE ONLY)

STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES

S-210 2ND FLOOR & LOW ROOF FRAMING PLAN

S-211 3RD FLOOR & ROOF FRAMING PLAN

S-500 SECTIONS AND DETAILS

S-501 SECTIONS AND DETAILS

TOTAL NUMBER OF SHEETS: 41

CODE REFERENCES

2019 CALIFORNIA ADMINISTRATIVE CODE (CAC)

2019 CALIFORNIA BUILDING CODE (CBC)

2019 CALIFORNIA ELECTRICAL CODE (CEC)

2019 CALIFORNIA MECHANICAL CODE (CMC)

2019 CALIFORNIA PLUMBING CODE (CPC)

2019 CALIFORNIA FIRE CODE (CFC)

2019 CALIFORNIA ENERGY CODE

SEOR

RAMI ELHASSAN

PHONE: 949-387-8500 EXT 113

DESIGN TEAM

IDS GROUP INC.

1 PETERS CANYON ROAD, SUITE 130

IRVINE, CALIFORNIA 92606

PROJECT MANAGER: MATTHEW MICHNEWICH

PHONE: 949-387-8500 EXT 133

EMAIL: MATTHEW.MICHNEWICH@IDGSI.COM

AOR

JOHN SILBER, AIA

PHONE: 949-387-8500 EXT 157

CITY OF PASADENA

PUBLIC WORKS FACILITY

233 W. MOUNTAIN ST.

PASADENA, CA 91103

OWNER

PROJECT LOCATION

233 W MOUNTAIN ST, PASADENA, CA 91103

IDS

DATEDESCRIPTIONREV.

1 PETERS CANYON ROAD, SUITE 130

IRVINE, CA. 92606

TEL: 949-387-8500, FAX: 949-387-0800

IDS GROUP

IDS PROJECT NO.

DRAWN BY

CHECKED BY

APPROVED BY

PROJECT IDENTIFICATION

THIS DRAWING WAS CREATED IN REVIT V. 2020

UNLESS OTHER WISE NOTED.

THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42"

THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND

COPYRIGHT OF IDS GROUP AND SHALL NOT BE USED ON ANY

OTHER PROJECT OR LOCATIONS EXPECT AS DESCRIBED ON THE

DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH IDS GROUP.

SHEET NO. OF

ISSUE

STAMP

STAMP

ENGINEER/ARCHITECT

PROJECT NAME

CLIENT

21X051.01

SHEET TITLE

SHEET NUMBER

APPROVAL

Public Works

Building

Seismic Retrofit

Public Works Facility 233 W. Mountain St.

Pasadena, CA 91109

233 W. Mountain St. Pasadena, CA 91103

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11/23/22PLAN CHECK RESUBMITTAL1

City of Pasadena

12/13/22P.C. APPROVED SET

01/16/23BID SET

/1

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GENERAL NOTES

GENERAL NOTES

CONTRACTOR OBLIGATIONS FOR MITIGATION MONITORING AND REPORTING PROGRAM

1. THE CONTRACTOR SHALL INSTALL A VISUAL BARRIER (E.G., GREEN MESH FABRIC) ALONG THE

PERIMETER OF CONSTRUCTION SITES FOR VERTICAL CONSTRUCTION PROJECTS. THIS

REQUIREMENT SHALL BE SUBMITTED TO ARCHITECT AS A CONTRACTOR SUBMITTAL AND VERIFIED

BY THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO SITE WORK.

2. DUST CONTROL. THE CONTRACTOR SHALL BE REQUIRED TO COMPLY WITH SCAQMD RULES 402 AND 403, WHICH SHALL ASSIST IN REDUCING SHORT-TERM AIR POLLUTANT EMISSIONS. SCAQMD RULE 402 REQUIRES THAT AIR POLLUTANT EMISSIONS NOT BE A NUISANCE OFF SITE. SCAQMD RULE 403 (TABLES 1, 2, AND 3 OF RULE 403) REQUIRES THAT FUGITIVE DUST BE CONTROLLED WITH

THE BEST AVAILABLE CONTROL MEASURES SO THAT THE PRESENCE OF SUCH DUST DOES NOT

REMAIN VISIBLE IN THE ATMOSPHERE BEYOND THE PROPERTY LINE OF THE EMISSION SOURCE.

THIS REQUIREMENT SHALL RESUBMITTED TO ARCHITECT AS A CONTRACTOR SUBMITTAL AND

VERIFIED BY THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO SITE WORK.

3. ARCHITECTURAL COATINGS SHALL BE SELECTED SO THAT THE VOC CONTENT OF THE

COATINGS IS COMPLIANT WITH SCAQMD RULE 1113. THIS REQUIREMENT SHALL RESUBMITTED TO

ARCHITECT AS A CONTRACTOR SUBMITTAL AND VERIFIED BY THE COMMUNITY DEVELOPMENT

DEPARTMENT PRIOR TO COATING WORK.

4. CONTRACTOR TO REDUCE PROJECT CONSTRUCTION AIR QUALITY IMPACTS DURING

CONSTRUCTION. THE FOLLOWING SHALL BE IMPLEMENTED BY CONTRACTOR DURING

CONSTRUCTION:

a. WATER ACTIVE SITES AT LEAST TWICE DAILY;• APPLY WATER THREE TIMES DAILY, OR NON-

TOXIC SOIL STABILIZERS ACCORDING TO MANUFACTURERS' SPECIFICATIONS, TO ALL UNPAVED

PARKING OR STAGING AREAS OR UNPAVED ROAD SURFACES;

b. ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIALS ARE TO BE COVERED;•

PAVE ROAD AND ROAD SHOULDERS;• INSTALL WHEEL WASHERS WHERE VEHICLES ENTER AND

EXIT THE CONSTRUCTION SITE ONTO PAVED ROADS OR WASH OFF TRUCKS AND ANY

EQUIPMENT LEAVING THE SITE EACH TRIP;

c. APPLY NON-TOXIC SOIL STABILIZERS ACCORDING TO MANUFACTURERS' SPECIFICATIONS TO

ALL INACTIVE CONSTRUCTION AREAS (PREVIOUSLY GRADED AREAS INACTIVE FOR TEN DAYS

OR MORE);• SUSPEND ALL EXCAVATING AND GRADING OPERATIONS WHEN WIND SPEEDS(AS

INSTANTANEOUS GUSTS) EXCEED 25 MILES PER HOUR;

d. SWEEP STREETS AT THE END OF THE DAY IF VISIBLE SOIL IS CARRIED ONTO ADJACENT PUBLIC

PAVED ROADS;

e. APPOINT A CONSTRUCTION RELATIONS OFFICER TO ACT AS A COMMUNITY LIAISON

CONCERNING ON-SITE CONSTRUCTION ACTIVITY, INCLUDING RESOLUTION OF ISSUES RELATED

TO PM10 GENERATION; AND• REQUIRE ALL VEHICLES AND EQUIPMENT TO BE PROPERLY TUNED

AND MAINTAINED ACCORDING TO MANUFACTURERS' SPECIFICATIONS.

5. NOISE GENERATING: PROJECT CONSTRUCTION ACTIVITIES SHALL TAKE PLACE BETWEEN THE HOURS OF 7:00 AM AND 8:00 PM ON ANY DAY, AND ARE NOT PERMITTED ON SUNDAYS OR A CITY-

RECOGNIZED HOLIDAY.

6. CONTRACTOR TO INSTALL WINDOW ASSEMBLIES THAT ARE TESTED AND CERTIFIED TO

PREVENT THE INTRUSION OF EXTERIOR NOISE SO THAT THE INTERIOR NOISE LEVEL WITH

WINDOWS CLOSED, ATTRIBUTABLE TO EXTERIOR SOURCES, SHALL NOT EXCEED 45 DBA CNEL IN

ANY HABITABLE ROOM. THIS REQUIREMENT SHALL BE SUBMITTED TO ARCHITECT AS A

CONTRACTOR SUBMITTAL.

7. CONTRACTOR TO SUBMIT EVIDENCE TO THE ARCHITECT AND OWNER THAT THE FOLLOWING

NOISE REDUCTION MEASURES AS STATED ON THE CONSTRUCTION PLANS AND SPECIFICATIONS

ARE BEING IMPLEMENTED:

a. CONSTRUCTION TRAFFIC SHALL BE LIMITED TO HAUL ROUTES ESTABLISHED BY THE CITY .

b. STATIONARY EQUIPMENT (SUCH AS GENERATORS AND AIR COMPRESSORS) SHALL BE LOCATED

AS FAR FROM RESIDENCES, INCLUDING HOTEL ROOMS, AS FEASIBLE.

c. EQUIPMENT MAINTENANCE AND STAGING AREAS SHALL BE LOCATED AS FAR AWAY FROM

RESIDENCES AS FEASIBLE.

d. CONSTRUCTION EQUIPMENT SHALL BE FITTED WITH MANUFACTURER'S STANDARD, OR BETTER, NOISE-SHIELDING AND MUFFLING DEVICES TO REDUCE NOISE LEVELS TO THE MAXIMUM

EXTENT FEASIBLE.

e. THE PROJECT OWNER/DEVELOPER SHALL DESIGNATE A CONSTRUCTION COMPLAINT MANAGER

FOR THE PROJECT. A TELEPHONE CONTACT NUMBER SHALL BE CLEARLY POSTED AT ALL

ACTIVE ACCESS POINTS.

CUTTING AND PATCHING

1. THE CONTRACTOR SHALL IN THE WORK OF ALL TRADES, PERFORM ALL CUTTING, PATCHING, REPAIRING, RESTORING AND THE LIKE NECESSARY TO COMPLETE THE WORK AND TO RESTORE

ANY DAMAGED OR AFFECTED SURFACES RESULTING FROM THE WORK OF THIS CONTRACT TO

THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNERS AND THE ARCHITECT.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, FITTING, PATCHING, AND FIRE SAFING METHODS REQUIRED TO COMPLETE THE WORK INCLUDING BUT NOT LIMITED TO THE FOLLOWING:

a. UNCOVERED PORTIONS OF THE WORK USED TO PROVIDE FOR INSTALLATION OF

UNSCHEDULED WORK.

b. REMOVE AND REPLACE DEFECTIVE WORK.

c. REMOVE AND REPLACE WORK NOT CONFORMING TO REQUIREMENTS OF CONTRACT

DOCUMENTS.

d. PROVIDE ROUTINE PENETRATIONS OF NON-STRUCTURAL SURFACES FOR INSTALLATION OF

PIPING AND ELECTRICAL CONDUIT.

e. REMOVE EXISTING WORK INDICATED IN THE DOCUMENTS AND AS MAY BE REQUIRED TO PERMIT

THE PROPER INSTALLATION OF NEW WORK THAT FORMS PART OF HIS CONTRACT. ALL

CUTTING,REPAIRING AND/OR PATCHING NECESSARY IN CONNECTION WITH SUCH REMOVALS

SHALL BE DONE WITHOUT EXTRA CHARGE, WHETHER OR NOT EVERY ITEM MAY BE

SPECIFICALLY DESCRIBED.

3. PROCEDURES FOR NON-STRUCTURAL CUTTING AND PATCHING:

a. PROVIDE ADEQUATE TEMPORARY SUPPORT AS NECESSARY TO ASSURE THE STRUCTURAL

VALUE INTEGRITY OF THE AFFECTED PORTION OF THE WORK.

b. PROVIDE DEVICES AND METHODS TO PROTECT OTHER PORTIONS OF THE PROJECT FROM

DAMAGE.

c. PROVIDE PROTECTION FROM THE ELEMENTS FOR THAT PORTION OF THE PROJECT WHICH MAY

BE EXPOSED BY CUTTING AND PATCHING WORK.

d. EXECUTE CUTTING BY METHODS WHICH WILL PREVENT DAMAGE TO OTHER WORK, AND WILL

PROVIDE PROPER SURFACES TO RECEIVE INSTALLATION OR REPAIRS.

e. EXECUTE FITTING AND ADJUSTMENT OF PRODUCTS TO PROVIDE A FINISHED INSTALLATION TO

COMPLY WITH SPECIFIED PRODUCTS, FUNCTIONS, TOLERANCES AND FINISHES, AND

MANUFACTURER'S CRITERIA.

f. RESTORE WORK WHICH HAS BEEN CUT OR REMOVED. INSTALL NEW PRODUCTS TO PROVIDE

COMPLETE WORK IN ACCORDANCE WITH REQUIREMENTS OF CONTRACT DOCUMENTS.

g. REFINISH ENTIRE SURFACE AS NECESSARY TO PROVIDE AN EVEN FINISH TO MATCH ADJACENT

FINISHES.

DEMOLITION

1. CONTRACTOR SHALL PROVIDE A "DISCOVERY PROCESS" TO IDENTIFY POTENTIAL

COMPLICATIONS WITHIN THE SCOPE OF WORK, PRIOR TO ANY DEMOLITION.

2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS ESPECIALLY PIPES, DUCTS, AND

CONDUIT.

3. ALL DEMOLITION WORK SHALL BE IN ACCORDANCE WITH CHAPTER 33 OF THE CALIFORNIA

BUILDING CODE, 2019 EDITION.

4. ALL DEMOLITION WORK SHALL BE IN ACCORDANCE WITH THE CALIFORNIA FIRE CODE, 2019

EDITION, SECTION 103.3.3 (INCLUDING ARTICLE 87).

5. THE CONTRACTOR SHALL FIELD SURVEY / AND VERIFY EXISTING CONDITIONS PRIOR TO

STARTING ANY WORK.

6. DURING THE DEMOLITION, THE CONTRACTOR SHALL ALWAYS BE AWARE OF THE INTENDED

FINAL RENOVATION CONDITIONS OF THE STRUCTURE AND THE REASON THE DEMOLITION WORK

IS BEING DONE.

7. THE CONTRACTOR MUST ALLOW FOR ADDITIONAL DEMOLITION THAT MAY NOT BE SHOWN, BUT

IS REQUIRED TO ACHIEVE THE FINISHED RESULT, AS SHOWN ON THE DRAWING.

8. DO NOT DISTURB OR DAMAGE IN ANY WAY EXISTING STRUCTURAL ELEMENTS. THE BUILDING

HAS TO COMPLY WITH ALL SAFETY REGULATIONS AT ALL TIMES.

9. THE CONTRACTOR SHALL RESTORE TO ITS ORIGINAL CONDITION ANY EXISTING WORK

DAMAGED DURING DEMOLITION BUT INDICATED TO REMAIN.

10. ALL REMOVED MATERIALS AND EQUIPMENT WHICH IN THE OPINION OF THE OWNER/ARCHITECT

ARE SALVAGEABLE, SHALL REMAIN THE PROPERTY OF THE OWNER. DELIVER SUCH SALVAGED

MATERIALS AND EQUIPMENT ON PREMISES AS DIRECTED, NEATLY PILE OR STORE THEM AND

PROTECT FROM DAMAGE. DO NOT REUSE MATERIALS AND EQUIPMENT UNLESS SPECIFICALLY

INDICATED ON PLANS OR SPECIFIED. REMOVE FROM PREMISES AND DISPOSE OF ALL

MATERIALS CONSIDERED BY THE OWNER/ARCHITECT TO BE SCRAP. RECYCLE MATERIALS PER

CURRENT JURISDICTIONAL CODE

11. ALL RUBBISH AND DEBRIS RESULTING FROM DEMOLITION AND/OR NEW WORK SHALL BE

RECYCLED AND/OR DISPOSED OF OFF-SITE AND SHALL NOT BE ALLOWED TO ACCUMULATE.

CONTRACTOR OBLIGATIONS

1. CONTRACTOR FOR THE PROJECT SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED

BUILDING PERMITS PRIOR TO COMMENCING WORK.

2. THE CONTRACTOR SHALL INSURE THAT ALL WORK IS DONE IN A PROFESSIONAL WORK-MAN-

LIKE MANNER BY SKILLED MECHANICS AND SHALL REPLACE ANY NEW AND/OR EXISTING

MATERIALS OR ITEMS INDICATED TO REMAIN DAMAGED BY ANY CAUSE DURING

CONSTRUCTION.

3. THE CONTRACTOR AND/OR SUBCONTRACTOR SHALL, PRIOR TO THE SUBMISSION OF HIS BID

OR PERFORMANCE OF WORK, NOTIFY THE OWNER OF ANY WORK CALLED OUT ON THE

DRAWINGS OR IN THE SPECIFICATIONS IN HIS TRADE THAT CANNOT BE FULLY GUARANTEED OR

WARRANTED FROM DEFECTIVE WORKMANSHIP OR MATERIAL DEFECTS.

4. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IF DETAILS ARE CONSIDERED UNSOUND,

UNSAFE, NOT WATERPROOF, OR NOT WITHIN CUSTOMARY TRADE PRACTICE. IF WORK IS

PERFORMED, IT WILL BE ASSUMED THAT THERE IS NO OBJECTIONS TO THE DETAIL. DETAILS

ARE INTENDED TO SHOW END RESULT OF DESIGN, MINOR MODIFICATIONS MAY BE REQUIRED

TO SUIT JOB CONDITIONS AND CURRENT TRADE PRACTICE AND SHALL BE INCLUDED AS PART

OF THIS PROJECT.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINISHES AT POINT OF CONNECTIONS FOR

ALL WORK (ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL) FINISHES WILL

MATCH THOSE SPECIFIED OR EXISTING IN LINE, TEXTURE AND FINISH. SPOT PAINTING IS NOT

ACCEPTABLE. NEW FINISHES SHALL BE FROM CORNER TO CORNER, FLOOR TO CEILING, ETC.

6. UNLESS OTHERWISE NOTED, ALL MATERIALS SHALL BE NEW AND OF GOOD QUALITY.

WHERE EXISTING MATERIALS ARE INDICATED TO BE SALVAGED, CONTRACTOR SHALL

INVENTORY, CLEAN,BOX PROTECT, AND STORE ITEMS FOR REUSE ON THE PROJECT. ITEMS

NOT REUSED SHALL BE RETURNED TO OWNER.

7. COORDINATION: THE GENERAL AND EACH SUB CONTRACTOR SHALL BE RESPONSIBLE FOR

VERIFICATION AND COORDINATION WITH OTHER SUB CONTRACTORS TO ASSURE COMPLIANCE

WITH DRAWINGS AND SPECIFICATIONS, AND THE ACCURATE LOCATION OF ARCHITECTURAL,

STRUCTURAL, MECHANICAL AND ELECTRICAL BUILDING ELEMENTS. THEIR REQUIRED

OPENINGS CLEARANCES SUPPORT SYSTEMS ARE ALL INTERCONNECTED AND COORDINATED.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND

FOR BEING AWARE OF ALL CONDITIONS THAT AFFECT THEIR WORK. NOTIFY OWNER, IN

WRITING, WITHIN 3 WORKING DAYS OF AWARD OF CONTRACT, OF THE PROPOSED DELIVERY

SCHEDULE, OF ANY EQUIPMENT, FINISHES OR MATERIAL, FOR WHICH THAT SCHEDULE WILL

PREVENT THE INSTALLATION FROM BEING COMPLETED AT THE TIME OF THE SCHEDULED

PROJECT COMPLETION.

COORDINATION OF WORK:

• THE CONTRACTORS SHALL PROVIDE AND COORDINATE THE EXACT DIMENSIONS SIZES AND

POSITIONS OF ALL SYSTEMS, EQUIPMENT, MOUNTING, AND ATTACHMENTS RELATING TO

THE WORK.

• THE CONTRACTOR SHALL PROVIDE AND COORDINATE ALL DIMENSIONS SIZES AND

POSITIONS OF OPENINGS IN SLABS AND WALLS NECESSARY TO THE INSTALLATION OF THE

WORK.

• ALL EQUIPMENT, CONTROLS AND TERMINATIONS SHALL BE POSITIONED FOR SAFE, DIRECT

AND EASY ACCESS.

• IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE

ARCHITECTURAL DRAWINGS BEFORE PROCEEDING WITH INSTALLATION OF CIVIL,

STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL WORK. SHOULD THERE BE ANY

DISCREPANCIES BETWEEN THE ARCHITECT'S AND THE ENGINEER'S DRAWINGS AND

SPECIFICATIONS THAT WOULD CAUSE A CONFLICT, IT SHALL BE BROUGHT TO THE

ARCHITECT'S ATTENTION FOR CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK. ANY

WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE

CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL EXPENSE TO

THE OWNER OR ARCHITECT.

9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF EXISTING SITE

PRIOR TO BIDDING AND START OF CONSTRUCTION. THE CONTRACTOR SHALL REPORT TO THE

ARCHITECT ALL CONDITIONS WHICH PREVENT THE PROPER EXECUTION OF ITS WORK. THE

DRAWINGS SHALL NOT BE SCALED.

10. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE

CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING

ABBREVIATIONS OR THEIR EXACT MEANING, THE ARCHITECT SHALL BE NOTIFIED IN WRITING

FOR CLARIFICATION.

11. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES, AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, STAIR

RAILINGS, TOILET ACCESSORIES, PARTITIONS, AND OF ALL WALL MOUNTED OR SUSPENDED

MECHANICAL, ELECTRICAL, OR MISC. EQUIPMENT.

12. CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL AND ELECTRICAL

PADS AND BASES AS WELL AS POWER OR WATER AND DRAIN INSTALLATIONS WITH EQUIPMENT

MANUFACTURERS BEFORE PROCEEDING WITH WORK. CHANGES TO ACCOMMODATE FIELD

CONDITIONS OR SUBSTITUTIONS SHALL BE MADE WITHOUT ADDITIONAL CHARGE TO OWNER.

13. CONTRACTOR IS FULLY AND SOLELY REPSONSIBLE FOR ALL SHORING REQUIRED IN ORDER

TO SAFELY ACHIEVE FINAL CONSTRUCTION SHOWN IN THE DRAWINGS. THIS INCLUDES

SUPPORT OF ANY STRUCTURAL ELEMENTS THAT ARE MODIFIED AND THEREBY REDUCED IN

STRENTH OR SUPPORT IN ANY WAY DURRING THE CONSTRUCTION. ALL SHORING

CALCULATIONS AND DRAWINGS SHALL BE STAMPED BY A CALIFORNIA REGISTERED ENGINEER

AND SUBMITTED FOR REVIEW PRIOR TO PERFORMING THE WORK.

4. SHAFT ENCLOSURES: OPENINGS EXTENDING VERTICALLY THROUGH FLOORS SHALL BE

ENCLOSED IN A SHAFT OF 1-HOUR FIRE-RESISTIVE CONSTRUCTION IF PENETRATING A 1-HOUR

FIRE RATED FLOOR ASSEMBLY. SHAFTS SHALL INCLUDE A GYPSUM BOARD HORIZONTAL

TERMINATION AT BOTTOM, ENGINEERED BY GENERAL CONTRACTOR. PROTECTION FOR

STAIRWAYS SHALL BE AS SPECIFIED IN CODE OF JURISDICTION.

GLAZING

1. ALL GLAZING SHALL COMPLY WITH C.P.S.C. 16 C.F.R. AND CBC.

2. GLASS DOORS, ADJACENT PANELS AND ALL GLAZED OPENINGS SHALL BE APPROVED FOR

IMPACT HAZARD PER C.B.C. SECTION 2406. PROVIDE IDENTIFICATION OF GLAZING PER SECTION 2406.2

3. PROVIDE TEMPERED GLASS AS REQUIRED BY CBC SECTION 2406 AND BY OTHER

APPLICABLE CODES.

SIGNAGE

1. FURNISH AND INSTALL SUPPORTS AND OTHER NECESSARY FINISH MATERIALS FOR A

COMPLETE SIGNAGE INSTALLATION. BOTH INTERIOR & EXTERIOR

2. DISABILITY SIGNAGE / IDENTIFICATION

a. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO

IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USEABLE BY PHYSICALLY DISABLED

PERSONS.

b. LETTERS AND NUMBERS ON SIGNS HAVE A WIDTH TO HEIGHT RATIO OF BETWEEN 3:5

AND 1:1 AND STROKE WIDTH TO HEIGHT RATIO OF BETWEEN 1:5 AND 1:10.

c. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER

LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT

BACKGROUND.

d. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY

HANDICAPPED PERSONS SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN

AND WITH ADDITIONAL DIRECTIONAL SIGNS AS REQUIRED TO BE VISIBLE TO PERSONS

ALONG APPROACHING PEDESTRIAN WAYS.

e. ALL SANITARY FACILITIES WILL BE PROVIDED WITH APPROPRIATE IDENTIFICATION

SYMBOLS.

3. AREA AND OCCUPANCY SIGNAGE REQUIREMENTS OCCUPANT LOAD SIGN SHALL BE

POSTED IN EACH MEETING ROOM, ASSEMBLY ROOM OR SIMILAR PURPOSE ROOM HAVING AN

OCCUPANT LOAD OF 50 OR MORE.

4. EXIT SIGNS SHALL BE POSTED OVER EXITS DOORS SERVING 50 OR MORE AND ALL

HAZARDOUS AREAS. MINIMUM LETTER HEIGHT IS 6" AND SHALL CONFORM WITH CBC AND

LOCAL CODES. CBC SECTION 1003.2.8 AND UFC SECTION 12113A. SEE ELECTRICAL PLANS FOR

LOCATIONS AND FURTHER INFO.

5. AN APPROVED SIGN SHALL BE LOCATED AT EACH FLOOR LEVEL LANDING IN ALL ENCLOSED

STAIRWAYS. THE SIGN SHALL INDICATE FLOOR LEVEL, TERMINUS OF THE TOP AND BOTTOM OF

THE STAIRWAY, AND THE IDENTIFICATION OF THE STAIRWAY.

EXITS

1. EXIT DOORS SHALL BE OF THE PIVOTED OR SIDE-HINGED SWINGING TYPE. EXIT DOORS

SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN THE AREA SERVED HAS AN OCCUPANT

LOAD OF 50 OR MORE.

2. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR

ANY SPECIAL KNOWLEDGE OR EFFORT. NOTE ALSO THAT FLUSH BOLTS OR SURFACE BOLTS

ARE PROHIBITED.

3. PANIC HARDWARE SHALL BE PROVIDED ON EXIT DOORS OF ROOMS, CORRIDORS,

STAIRWAYS, HANDLING AN OCCUPANT CAPACITY OF 50 OR MORE PERSONS.

4. EXIT SIGNS SHALL BE INSTALLED AT REQUIRED EXIT DOORWAYS AND WHERE OTHERWISE

NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS IN COMPLIANCE WITH THE

CODE OF JURISDICTION.

5. EGRESS DOORS SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30 LB. FORCE. THE DOOR

SHALL SWING TO THE FULLY OPEN POSITION WHEN AN OPENING FORCE NOT EXCEEDING 15

LBS IS APPLIED TO THE LATCH SIDE.

6. EACH DOOR IN A MEANS OF EGRESS FROM A GROUP 'A' OCCUPANCY SHALL NOT BE

PROVIDED WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE OR FIRE EXIT HARDWARE

(CBC 1008.1.9).

7. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34"

AND A MAX. 48" A.F.F.

8. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE

AN ILLUMINATION OF NOT LESS THAT 90min IN DURATION. IN CASE OF PRIMARY POWER LOSS

(CBC 1011.2 - 1011.5.3)

9. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL

TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED.

THERMAL ENVELOPE NOTES

THERMAL INSULATION PERFORMANCE TO MEET LOCAL MINIMUM ENERGY CODES. INSULATION

ASSEMBLY, AS TESTED IN ACCORDANCE WITH ASTMC 518, TO PROVIDE A CONTINUOUS

THERMAL PERFORMANCE RATING AT EXTERIOR PERIMETER OF NEW WORK. PROVIDE

ASSEMBLY THICKNESS TO MEET THERMAL RESISTANCE 'R' VALUE AS INDICATED BUT NO LESS

THAN THE CODE. MINIMUM THERMAL RESISTANCE VALUES AS FOLLOWING:

• R-36 AT CEILING AND ATTIC SPACES

• R-19 AT EXTERIOR WALLS

• R-11 AT INTERIOR WALLS WHERE INSULATION IS USED FOR SOUND CONTROL

• R-13 AT FLOOR CRAWL SPACES

THERMAL ENVELOPE NOTES

1. DURING CONSTRUCTION OF THIS SCOPE OF WORK, CONTRACTORS MUST COMPLY AS

APPLICABLE TO CCR TITLE 24 CALIFORNIA FIRE CODE CHAPTER 33 FIRE SAFETY DURING

CONSTRUCTION AND DEMOLITION.

2. ENSURE EXITS PROVIDE FREE AND UNOBSTRUCTED EGRESS. PERSONNEL RECEIVE

TRAINING IF ALTERNATIVE EXITS MUST BE DESIGNATED. BUILDING/AREAS UNDER

CONSTRUCTION MUST MAINTAIN ESCAPE FACILITIES FOR CONSTRUCTION WORKERS AT ALL

TIMES. MEANS OF EGRESS IN CONSTRUCTION AREAS ARE INSPECTED DAILY.

3. FIRE ALARM, DETECTION & SUPPRESSION SYSTEMS ARE NOT TO BE IMPAIRED. A

TEMPORARY BUT EQUIVALENT SYSTEM SHALL BE PROVIDED WHEN ANY FIRE SYSTEM IS

IMPAIRED. TEMPORARY SYSTEMS MUST BE INSPECTED AND TESTED MONTHLY.

4. PROVIDE ADDITIONAL FIRE-FIGHTING EQUIPMENT AND USE TRAINIED PERSONNEL.

CONTRACTOR TO TRAIN STAFF ON LOCATION OF AFS SHUT OFF VALVES SERVING PROJECT

AREA.

5. SMOKING SHALL BE PROHIBITED AT ALL TIMES, IN OR ADJACENT TO ALL CONSTRUCTION

AREAS. NO SMOKING ON STATION.

6. DEVELOP AND ENFORCE STORAGE, HOUSEKEEPING, AND DEBRIS REMOVAL PRACTICES

THAT REDUCE THE FLAMMABLE AND COMBUSTIBLE FIRE LOAD OF THE BUILDING TO THE

LOWEST LEVEL NECESSARY FOR DAILY OPERATIONS COMPLY WITH CHAPTER 33 FIRE

SAFETY DURING CONSTRUCTION.

7. INCREASE SURVEILLANCE OF BUILDINGS, AND EQUIPMENT WITH SPECIAL ATTENTION TO

EXCAVATIONS, CONSTRUCTION AREAS, CONSTRUCTION STORAGE, AND FIELD OFFICES.

8. CONDUCT ORGANIZATION-WIDE SAFETY EDUCATION PROGRAMS TO ENSURE AWARENESS

OF ANY LIFE SAFETY CODE DEFICIENCIES, CONSTRUCTION HAZARDS AND INTERIM LIFE

SAFETY MEASURES.

9. PROVIDE TEMPORARY DIRECTIONAL SIGNAGE APPROVED BY VETERANS AFFAIRS PROJECT

MANAGER.

GENERAL

THESE PLANS ARE THE PROPERTY OF IDS GROUP INC., AND ARE NOT TO BE USED FOR ANY

OTHER THAN THE LOCATION SHOWN HEREON.

1. NO CHANGES ARE TO BE MADE ON THESE PLANS WITHOUT THE KNOWLEDGE AND CONSENT

OF THE ARCHITECT OR ENGINEER WHOSE SIGNATURE APPEARS HEREON.

2. DO NOT SCALE DRAWINGS. ALL DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF

CONCRETE MASONRY UNITS, CENTERLINE OF COLUMNS AND BEAMS, OR FACE OF STUDS,

UNLESS OTHERWISE NOTED. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB OR

TOP OF INTERIOR PAVING UNLESS OTHERWISE NOTED.

3. ALL LEVELS REFERENCE POINTS ARE TAKEN FROM TOP OF SHEATHING OR TOP OF CONC.

SLAB/COMBO DECKING. DIMENSIONS ON ELEVATIONS, SECTIONS AND WALL SECTIONS ARE

REFERENCED TO THESE POINTS, UNLESS NOTED.

4. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL.

• THESE DRAWINGS DO NOT CONTAIN THE NECESSARY COMPONENTS FOR CONSTRUCTION

SAFETY.

• ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE STATE

CONSTRUCTION SAFETY ORDERS ENFORCED BY THE STATE DIVISION OF INDUSTRIAL

SAFETY.

CODES

CONSTRUCTION SHALL COMPLY WITH APPLICABLE EDITION OF CALIFORNIA BUILDING CODE,

ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND

PROTECTIVE COVENANTS GOVERNING THE WORK. IN CASE OF CONFLICTS, THE MORE

STRINGENT REQUIREMENT SHALL GOVERN.

PERMIT

1. THE CONSTRUCTION OR DEMOLITION OF ANY BUILDING, STRUCTURE,USING SCAFFOLDING

OR FALSEWORK MORE THAN 3 STORIES OR 36'-0" IN HEIGHT, REQUIRES A PERMIT FROM THE

STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A

BUILDING PERMIT. ( 1PC.B.9 )

2. A SEPARATE INTERIOR IMPROVEMENT PERMIT IS REQUIRED FOR ANY TENANT

IMPROVEMENT IN THIS BUILDING.

3. A PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS IS REQUIRED FOR A PROTECTION

FENCE OR CANOPY ON OR OVER ANY STREET OR PUBLIC SPACE. PROTECTION OF

PEDESTRIANS DURING CONSTRUCTION SHALL BE PROVIDED PER C.B.C. SECTION 3303.

4. OBTAIN PERMIT FROM CITY ENGINEER PRIOR TO DOING ANY SIDEWALK AND CURB WORK.

5. SEPARATE PERMITS SHALL BE OBTAINED FOR SIGNS, FENCES, TRASH ENCLOSURES,

RETAINING WALLS, PLANTERS, AND POOLS.

METAL WORK

1. ALL METAL FRAMING MEMBERS SHALL BE ARRANGED AND SPACED AS TO PERMIT

INSTALLATION OF PIPE CONDUITS AND DUCTWORK WITH A MINIMUM OF CUTTING. SHAFT

WALLS SHALL BE PROVIDED WITH NECESSARY FRAMES, BRACING, AND SEALANT AROUND THE

OPENING.

2. CONTACT BETWEEN DISSIMILAR METAL SHALL BE PROTECTED.

WOOD WORK INCLUDING METAL STUDS

1. OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACE WILL BE FLUSH. IF

STRUCTURAL PANELS ARE REQUIRED ON A WALL PLANE, THE ENTIRE WALL PLANE SHALL BE

FURRED OR FINISHED FLUSH.

2. INSTALL METAL CORNER BEADS AT ALL EXPOSED WALLBOARD EDGES. INSTALL CASING

BEADS WHEREVER WALLBOARD, PLASTER, ETC. ABUTS A DISSIMILAR FINISH MATERIAL AND

PROVIDE SEALANT AS REQUIRED.

3. GYPSUM BOARD SHALL EXTEND TO UNDERSIDE OF STRUCTURE ABOVE AT ALL EXTERIOR

PERIMETER WALLS

DOORS

1. DOORS IN RATED WALLS SHALL CONSIST OF SELF-CLOSING, SELF-LATCHING ASSEMBLIES

WITH SMOKE AND DRAFT SEALS AT HEAD AND JAMBS. DOOR ASSEMBLY RATINGS SHALL BE AS

INDICATED ON DOOR SCHEDULE. HOLD OPEN DEVICES ON RATED ASSEMBLIES SHALL BE

MAGNETICALLY OPERATED AND ACTIVIATED BY SMOKE DETECTORS.

2. DOOR SIZES SHOWN ON DOOR SCHEDULE ARE OPENING SIZES. ALLOWANCE FOR

THRESHOLDS, ECT., SHALL BE TAKEN OFF THE DOOR. DOORS AND FRAMES SHALL BE

REINFORCED WHERE REQUIRED FOR CLOSERS, STOPS, AND HARDWARE.

3. AIR LEAKAGE AT EXTERIOR DOORS SHALL BE LIMITED BY THE FOLLOWING:

a. ALL DOORS SHALL BE PROVIDED WITH A SEAL, ASTRAGAL, OR BAFFLE AT THE HEAD AND

SILL.

b. DOORS MOUNTED ON EITHER THE INSIDE OR OUTSIDE OF AN EXTERIOR WALL SHALL

HAVE A MINIMUM 1/2" LAP AT EACH JAMB.

c. DOORS REQUIRING VERTICAL TRACK OR GUIDES SHALL USE A CONTINUOUS MOUNTING

ANGLE, SEALED IN ACCORDANCE WITH "G" LISTED HERE.

d. DOORS MOUNTED BETWEEN THE JAMBS SHALL HAVE A CONTINUOUS SEAL OR BAFFLE

AT EACH JAMB.

e. MEETING RAILS OR SECTION DOORS AND MEETING STILES OR RAILS OR BI-PARTING

DOORS SHALL BE PROVIDED WITH A SEAL, ASTRAGAL, OR BAFFLE.

f. SWINGING DOORS SHALL BE WEATHERSTRIPPED AT THE HEAD, SILL AND JAMBS.

g. OPEN EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALL AND

FOUNDATIONS, BETWEEN WALL AND ROOF, BETWEEN WALL PANELS, AT PENETRATIONS

OF UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS AND ALL OTHER

OPENINGS IN THE EXTERIOR ENVELOPE SHALL BE SEALED, CAULKED, GASKETED, OR

WEATHERSTRIPPED TO CREATE AN AIRTIGHT ASSEMBLY.

PRE-MANUFACTURED SIGN

TO COMPLY W/ THE

MANUAL OF UNIFORM

TRAFFIC CONTROL

DEVICES STANDARD,

R99C (CA) SIGN.

PROVIDE VAN

ACCESSIBLE

INSCRUPTION @ VAN

STALL LOCATIONS. USE

R7-8b SIGN.

SUPPORT STANDARD 3" DIA. GALV.

STEEL POLE W/ 2'-0" IMBEDMENT

ATTACH SIGN TO POLE W/ GALV.

STRAPS AT TOP & BOTTOM.

HEIGHT WHEN LOCATED IN

PATH OF TRAVEL; 36" MIN. FOR

WALL-MOUNTED

H.C. VAN SIGNAGE

1' - 0"

2'

0" 6"

0" M

IN

PRE-MANUFACTURED

SIGN TO COMPLY W/ THE

MANUAL OF UNIFORM

TRAFFIC CONTROL

DEVICES STANDARD,

R99C (CA) SIGN.

SUPPORT STANDARD 3" DIA. GALV.

STEEL POLE W/ 2'-0" IMBEDMENT

ATTACH SIGN TO POLE W/ GALV.

STRAPS AT TOP & BOTTOM.

HEIGHT WHEN LOCATED IN

PATH OF TRAVEL; 36" MIN.

FOR WALL-MOUNTED

H.C. SIGNAGE

1'-0"

2' -0

7'

M

IN

CBC 2019

SECTION 11B-502.6

NO

PARKING

12' - 0" MIN.

MIN. AISLE

5' - 0" 9' - 0" MIN.

M

IN

PEDESTRIAN ROUTE

ACCESSIBILITY SIGN PER LOCAL CODES

WHEEL STOP

WITHIN THE LOADING AND LANDING ACCESS AISLE PAINT

THE WORDS "NO PARKING" IN WHITE 12" HIGH LETTERS

TYPICAL PAVEMENT SYMBOL PER LOCAL CODES

VAN CAR

4-5" X 4-5" INTERNATIONAL SYMBOL OF ACCESSIBILITY

TYPICAL PAVEMENT SYMBOL PER LOCAL CODES

BLUE BORDER

AND SAMPLE RAMP DIMENSIONS

CBC 2019 SECTION 11B-502.2

4'

5"

4' - 5"

4" 3' - 9" 4"

2' - 8 1/2"

4" 3'

9"

4"

3'

0"

A

LI

G N

W / E

N D

O F

P A

R K

IN

G

S T

R

IP

IN

G

CALTRANS STANDARD , A24 C

BLUE

WHITE

CBC 2019 SECTION 11B-502.6.4.1

PARKING SIGN SHALL READ:

"UNAUTHORIZED VEHICLES PARKED

IN DESIGNATED ACCESSIBLE SPACES

NOT DISPLAYING DISTINGUISHING

PLACARDS OR SPECIAL LICENSE

PLATES ISSUED FOR PERSONS WITH

DISABILITIES WILL BE TOWED AWAY

AT THE OWNER'S EXPENSE.

TOWED VEHICLES MAY BE CLAIMED

AT (INSERT ADDRESS) OR BY

TELEPHONING (INSERT TELEPHONE

NUMBER)". ALL LETTERING SHALL BE

A MINUMUM OF 1" IN HEIGHT. USE

R100B (CA) SIGN.

APPROPRIATE

INFORMATION SHALL BE

ADDED TO SIGN.

FINISH GRADE / PAVEMENT

CONCRETE FOOTING

2" X 3" X 3/16" GALV. STEEL TUBE

AND PAINTED, CAP TUBE END.

E Q

7' -0

M

IN

2'-0"

4" 1'

2"

6"

1'-0"

CBC 2019 SECTION 11B-502.8.2CBC 2019 SECTION 11B-705.1

NO

PARKING

9'-0"

MIN. AISLE

5'-0" 9'-0" MIN.

'-0

M

IN

PEDESTRIAN ROUTE

ACCESSIBILITY SIGN PER LOCAL CODES

WHEEL STOP

WITHIN THE LOADING AND LANDING ACCESS AISLE PAINT

THE WORDS "NO PARKING" IN WHITE 12" HIGH LETTERS

TYPICAL PAVEMENT SYMBOL PER LOCAL CODES

CAR

4-5" X 4-5" INTERNATIONAL SYMBOL OF ACCESSIBILITY

TYPICAL PAVEMENT SYMBOL PER LOCAL CODES

BLUE BORDER

CAR

CBC 2019 SECTION 11B-502.3

1 1/2" = 1'-0"ACCESSIBLE PARKING SIGN 14 1/4" = 1'-0"ACCESSIBLE PARKING SPACES 23/4" = 1'-0"ACCESSIBLE SYMBOL 10

1" = 1'-0"PARKING SIGN DETAIL 91/4" = 1'-0"TRUNCATED DOME DETAIL 13 1/4" = 1'-0"ACCESSIBLE PARKING SPACES 1

IDS

DATEDESCRIPTIONREV.

1 PETERS CANYON ROAD, SUITE 130

IRVINE, CA. 92606

TEL: 949-387-8500, FAX: 949-387-0800

IDS GROUP

IDS PROJECT NO.

DRAWN BY

CHECKED BY

APPROVED BY

PROJECT IDENTIFICATION

THIS DRAWING WAS CREATED IN REVIT V. 2020

UNLESS OTHER WISE NOTED.

THE ORIGINAL SIZE OF THIS SHEET IS 30" X 42"

THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND

COPYRIGHT OF IDS GROUP AND SHALL NOT BE USED ON ANY

OTHER PROJECT OR LOCATIONS EXPECT AS DESCRIBED ON THE

DRAWINGS, WITHOUT WRITTEN AGREEMENT WITH IDS GROUP.

SHEET NO. OF

ISSUE

STAMP

STAMP

ENGINEER/ARCHITECT

PROJECT NAME

CLIENT

21X051.01

SHEET TITLE

SHEET NUMBER

APPROVAL

Public Works

Building

Seismic Retrofit

Public Works Facility 233 W. Mountain St.

Pasadena, CA 91109

233 W. Mountain St. Pasadena, CA 91103

B

ID

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C O

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ID

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JK

JS

JS

11/23/22PLAN CHECK RESUBMITTAL1

City of Pasadena

12/13/22P.C. APPROVED SET

01/16/23BID SET

/1

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M F

G-003

ADA SITE AND

PARKING DETAILS

CEILING LINE

(WHERE OCCURS)

BUTT HINGE

DOOR LEAF

LIGHT SWITCH. (DASHED

LINE INDICATES LARGER

PLATE AT GANGED

SWITCHES)

FINISH FLOOR

DOOR FRAME

HARDWARE SET

ELECTRICAL OUTLET

WALL TELEPHONE/DATA OUTLET

NOTE:

TOP OF SWITCH TO BE AT 48" A.F.F. MAXIMUM. CENTER ALL OTHER DEVICES ON CENTERLINE OF LIGHT SWITCHES. TOP OF SWITCH TO BE AT 40" A.F.F. MAXIMUM WHERE SWITCH IS LOCATED ABOVE A COUNTER. INSTALL ELECTRICAL AND TELEPHONE WALL OUTLETS AND SWITCH PLATES TO NEAREST STUD LOCATION AS SCALED ON PLAN, UNLESS DIMENSIONED OTHERWISE.

THERMOSTAT

EVACUATION SIGNAGE

PULLSTATION5'

0"

6"

2 3/4"

5" E

Q

E Q

E

Q

CL

CL

CL

CARD READER

NOTE: 4'-0" TO

HIGHEST PORTION

OF ANY OPERABLE

EQUIPMENT (TYP)

CL

4'

0"

COAT HOOK (ON BACK

OF DOOR)

8'

0"

6'

8"

CL

CL

4'

0"

EXIT

SIGN

FIRE

STROBE

FIRE

EXTINGUISHER

CABINET

DOOR

HANDLE

EDGE OF WALL

(WHERE

OCCURS)

CL

1'

6"

CL

ELECTRICAL OUTLET

WALL TELEPHONE/DATA OUTLET

8'

6"

4'

0"

CL

LIGHT SWITCHES

(GANG WHERE

POSSIBLE)

SECONDARY

OVERRIDES

GREEN

LIGHT

INDICATOR

CL

CBC 2019 SECTION 11B-308.1.1 (ELECTRICAL SWITCHES)

CBC 2019 SECTION 11B-308.1.2 (ELECTRICAL RECEPTACLE OUTLETS)

CBC 2019 SECTION 11B-703.4.1 (SIGNS WITH TACTILE CHARACTER)

CBC 2019 SECTION 11B-309 (OPERABLE PARTS)

ABAAS 309 OPERABLE PARTS

1'

6"

CL

ABAAS 308.2.1. UNOBSTRUCTED FORWARD REACH

M

IN

" M

IN

4"

MAX

1. ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF IT'S SLOPE IS GREATER THAN 1'-0" RISE

IN 20'-0" OF HORIZONTAL RUN.

2. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND

WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM APPROACHING

PEDESTRIAN WAYS.

3. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3'-0" IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT.

DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED

THAT THE CLEAR WIDTH OF THE DOORWAY IS NOT LESS THAN 32".

4. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30" TO 44" ABOVE

THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN

THE PATH OF TRAVEL, SHALL BE OPENABLE WITH A SINGLE EFFORT BY LEVER TYPE

HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED

TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE.

LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. HANDLES, PULLS,

LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A

SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING,

TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. LEVER OPERATED MECHANISM,

PUSH-TYPE MECHANISM, AND U-SHAPE HANDLES ARE ACCEPTABLE DESIGNS. WHEN SLIDING

DOOR ARE FULLY OPEN, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH

SIDES.

5. THE WIDTH OF THE LEVEL AND CLEAR AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL

EXTEND 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18" PAST THE

STRIKE EDGE FOR INTERIOR DOORS.

6. THE FLOOR OR LANDING SHALL NOT BE 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY.

CHANGE IN LEVEL BETWEEN 1/4" TO 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2.

7. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 1/2 LBS. FOR EXTERIOR DOOR

AND 5 LBS. FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT

ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OF FOLDING DOORS.

COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE

ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE

THE DOORS MAY BE INCREASED NOT TO EXCEED 15 LBS.

8. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS SLIP RESISTANT SURFACE, NOT

INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2" AND SHALL

MAINTAIN A MINIMUM OF 44" IN WIDTH.

9. DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING TO LESS THAN 42" AND SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 3 1/2" WHEN

FULLY OPEN.

10. THE WIDTH OF THE LANDING SHALL EXTEND 24" PAST THE STRIKE EDGE OF ANY DOOR OR GATE

FOR EXTERIOR RAMPS AND 18" PAST THE STRIKE EDGE FOR INTERIOR RAMPS.

11. IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON LEVEL

THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, PASSENGER ELEVATORS,

OR SPECIAL ACCESS LIFTS.

12. ON DOORWAYS LEADING TO MEN'S SANITARY FACILITIES, AN EQUILATERAL TRIANGLE 1/4" THICK

WITH EDGES 12" LONG AND A VERTEX POINTING UPWARD SHALL BE PROVIDED AND ON

DOORWAY LEADING TO WOMEN'S SANITARY FACILITIES A CIRCLE 1/4" THICK AND 12" IN

DIAMETER SHALL BE PROVIDED. THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE

DOOR AT A HEIGHT OF 60" AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT

FROM THE COLOR AND CONTRAST OF THE DOOR. LETTERS AND NUMBERS SHALL BE RAISED

1/32", UPPERCASE, SANS SERIF OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED BY GRADE

2 BRAILLE.

13. LAVATORY FIXTURES. THE REQUIREMENT OF THIS SUBSECTION SHALL APPLY TO LAVATORY

FIXTURES, VANITIES, AND BUILT-IN LAVATORIES.

1. A CLEAR FLOOR SPACE OF 30" X 48" COMPLYING WITH SECTION 522(C) SHALL BE

PROVIDED IN FRONT OF A LAVATORY TO ALLOW A FORWARD APPROACH. SUCH CLEAR

FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND

INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY.

2. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40" FROM THE

FLOOR

14. TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES. WHERE TOWEL, SANITARY NAPKINS,

WASTE RECEPTACLES, AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE

PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PARTS,

INCLUDING COIN SLOTS, WITHIN 40" FROM THE FINISHED FLOOR. TOILET

15. HEIGHT AND CLEARANCES. LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER

SURFACE NO HIGHER THAN 34"(865MM) ABOVE THE FINISHED FLOOR. PROVIDE A CLEARANCE OF

AT LEAST 29" (735MM) FROM THE FLOOR TO THE BOTTOM OF THE APRON. KNEE AND TOE

CLEARANCE SHALL COMPLY WITH FIGURE 3 B THIS SHEET.

16. CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE OF 30" X 48" (760MM X 1220MM) COMPLYING WITH

ACCESSIBILITY 4.2.4 SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW FORWARD

APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE

AND SHALL EXTEND A MAXIMUM OF 19" (485MM) UNDERNEATH THE LAVATORY. SEE FIGURE 2 A

THIS SHEET.

17. EXPOSED PIPES AND SURFACES. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE

INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES

UNDER LAVATORIES.

18. FAUCETS. FAUCETS SHALL COMPLY WITH ACCESSIBILITY 4.27.4. LEVER-OPERATED, PUSH-TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS.

SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10

SECONDS.

19. LAVATORIES SHALL BE MOUNTED WITH A MINIMUM DISTANCE OF 18" TO THE CENTERLINE OF

THE FIXTURE.

20. THE CENTER OF RECEPTACLE OUTLETS SHALL BE NOT LESS THAN 15" ABOVE THE FLOOR OR

WORKING PLATFORM.

21. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF SWITCHES INTENDED TO BE USED BY

THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS,

APPLIANCES, OR COOLING, HEATING, AND VENTILATING EQUIPMENT, SHALL NOT BE LESS THAN

3'-0" OR MORE THAN 4'-0" ABOVE THE FLOOR OR WORKING PLATFORM.

22. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48" ABOVE THE

LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACES, OR SIDEWALK.

23. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET

FORTH IN THESE BUILDING STANDARDS AND ACCESSIBILITY. THE SYMBOL SPECIFIED ABOVE

SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO

COLOR NUMBER 15090 IN FEDERAL STANDARD 595A.

24. AT SINKS, FAUCET CONTROLS, AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE

FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5LBS. LEVER-

OPERATED, PUSH-TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF

ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN

FOR AT LEAST 10 SECONDS. SINKS SHALL BE MOUNTED ON COUNTER SURFACE NO HIGHER

THAN 34" ABOVE FINISH FLOOR AND SHALL PROVIDE KNEE CLEARANCE OF 27" HIGH (MIN.) X 30"

WIDE (MIN.) X 19": DEEP (MIN.) UNDERNEATH SINK.

25. IF EMERGENCY WARNING SYSTEMS ARE REQUIRED, THEY SHALL ACTIVATE A MEANS OF

WARNING THE HEARING IMPAIRED. FLASHING VISUAL WARNING SHALL HAVE A FREQUENCY OF

NOT MORE THAN 60 FLASHES PER MINUTE.

26. AREA OF REMODEL SHALL FULLY COMPLY WITH CURRENT ACCESSIBILITY REQUIREMENTS.

11B-202.1 GENERAL

ADDITIONS AND ALTERATIONS TO EXISTING BUILDINGS OR FACILITIES SHALL COMPLY WITH

SECTION 11B-202.

11B-202.2 ADDITIONS

EACH ADDITION TO AN EXISTING BUILDING OR FACILITY SHALL COMPLY WITH THE REQUIREMENTS

FOR NEW CONSTRUCTION AND SHALL COMPLY WITH SECTION 11B-202.4.

11B-202.3 ALTERATIONS

WHERE EXISTING ELEMENTS OR SPACES ARE ALTERED, EACH ALTERED ELEMENT OR SPACE

SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF DIVISION 2, INCLUDING SECTION

11B-202.4

11B-202.4 PATH OF TRAVEL REQUIREMENTS IN ALTERATIONS, ADDITIONS AND STRUCTURAL

REPAIRS

WHEN ALTERATIONS OR ADDITIONS ARE MADE TO EXISTING BUILDINGS OR FACILITIES, AN

ACCESSIBLE PATH OF TRAVEL TO THE SPECIFIC AREA OF ALTERATION OR ADDITION SHALL BE

PROVIDED. THE PRIMARY ACCESSIBLE PATH OF TRAVEL SHALL INCLUDE:

A PRIMARY ENTRANCE TO THE BUILDING OR FACILITY,

TOILET AND BATHING FACILITIES SERVING THE AREA,

DRINKING FOUNTAINS SERVING THE AREA,

PUBLIC TELEPHONES SERVING THE AREA, AND

SIGNS.

11B-203.9 EMPLOYEE WORKSTATIONS

EMPLOYEE WORKSTATIONS SHALL BE ON AN ACCESSIBLE ROUTE COMPLYING WITH DIVISION 4.

SPACES AND ELEMENTS WITHIN EMPLOYEE WORKSTATIONS SHALL ONLY BE REQUIRED TO

COMPLY WITH SECTIONS 11B-207.1, 11B-215.3, 11B-302, 11B-303, 11B-308.1.1, 11B-308.1.2, AND

11B- 404.2.3 UNLESS EXEMPTED BY OTHER PARTS OF THIS CODE. COMMON USE CIRCULATION

PATHS WITHIN EMPLOYEE WORKSTATIONS SHALL COMPLY WITH SECTION 11B-206.2.8.

EXCEPTION: RECEPTACLES, CONTROLS, AND SWITCHES THAT ARE AN INTEGRAL PART OF

WORKSTATION FURNISHINGS, FIXTURES, AND EQUIPMENT SHALL NOT BE REQUIRED TO

COMPLY WITH SECTIONS 11B-308.1.1 AND 11B-308.1.2

11B-215 FIRE ALARM SYSTEMS AND CARBON MONOXIDE ALARM SYSTEMS

11B-215.1 GENERAL

WHERE FIRE ALARM SYSTEMS AND CARBON MONOXIDE ALARM SYSTEMS PROVIDE AUDIBLE

ALARM COVERAGE, ALARMS SHALL COMPLY WITH SECTION 11B-215.

EXCEPTION: IN EXISTING FACILITIES, VISIBLE ALARMS FOR FIRE ALARM SYSTEMS SHALL NOT

BE REQUIRED EXCEPT WHERE AN EXISTING FIRE ALARM SYSTEM IS UPGRADED OR REPLACED,

OR A NEW FIRE ALARM SYSTEM IS INSTALLED.

11B-805 MEDICAL CARE AND LONG-TERM CARE FACILITIES

11B-805.1 GENERAL

MEDICAL CARE FACILITIES AND LONG-TERM CARE FACILITIES SHALL COMPLY WITH SECTION

11B-805.

11B-805.4 EXAMINATION, DIAGNOSTIC AND TREATMENT ROOMS

EXAMINATION, DIAGNOSTIC AND TREATMENT ROOMS SHALL COMPLY WITH SECTION 11B-805.4.

11B-805.4.1 BEDS, EXAM TABLES, PROCEDURE TABLES, GURNEYS AND LOUNGE CHAIRS

A 36-INCH (914 MM) MINIMUM WIDE CLEAR SPACE SHALL BE PROVIDED ALONG THE FULL

LENGTH OF EACH SIDE OF BEDS, EXAM TABLES, PROCEDURE TABLES, GURNEYS AND LOUNGE

CHAIRS.

EXCEPTION: GENERAL EXAM ROOMS IN NON-EMERGENCY SETTINGS MAY PROVIDE CLEAR

SPACE ON ONLY ONE SIDE OF BEDS, GURNEYS AND EXAM TABLES.

11B-805.4.2 EQUIPMENT

CLEAR SPACE COMPLYING WITH SECTION 11B-305.2 SHALL BE PROVIDED AS REQUIRED FOR

SPECIFIC EQUIPMENT.

11B-805.4.3 TURNING SPACE

TURNING SPACE COMPLYING WITH SECTION 11B-304 SHALL BE PROVIDED WITHIN THE ROOM

11B-805.7 BUILT-IN CABINETS AND WORK SURFACES

BUILT-IN CABINETS, COUNTERS AND WORK SURFACES SHALL BE ACCESSIBLE, INCLUDING:

PATIENT WARDROBES, NURSE'S STATIONS, ADMINISTRATIVE CENTERS, RECEPTION DESKS,

MEDICINE PREPARATION AREAS, LABORATORY WORK STATIONS, EQUIPMENT CONSOLES,

CLEAN AND SOILED UTILITY CABINETS, AND STORAGE AREAS; AND SHALL COMPLY WITH

SECTIONS 11B-225 AND 11B-902.

(A) FRONT APPROACH

" M

IN

(D) STOP OR LATCH APPROACH

MIN

24"

(C) POCKET OR HINGE APPROACH

" M

IN

MIN

22"

" M

IN

(B) SIDE APPROACH

CBC 2019 FIGURE 11B-404.2.4.2

ABAAS FIGURE 404.2.4.2

MANEUVERING CLEARANCES AT DOORWAYS WITHOUT

DOORS, SLIDING DOORS, GATES AND FOLDING DOORS

(F) HINGE APPROACH, PUSH SIDE

" M

IN

36" MIN60

" M

IN

(D) LATCH APPROACH, PULL

SIDE

(A) FRONT APPROACH, PULL SIDE

OF EXT. DOORS

24" MIN

AT EXT. SIDE

" M

IN

MIN

18"

MIN

(C) FRONT APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

M

IN

12"

(B) FRONT APPROACH, PUSH SIDE

" M

IN

(G) HINGE APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

" M

IN

MIN

(H) LATCH APPROACH, PULL SIDE

MIN

24"

" M

IN

MIN

24"

(K) LATCH APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH CLOSER

(E) LATCH APPROACH, PULL SIDE

42" MIN

M

IN

M

IN

" M

IN

MIN

24"

(J) LATCH APPROACH, PUSH SIDE,

(I) LATCH APPROACH, PULL SIDE

DOOR PROVIDED…