CIP C2505 Plans.pdf

PDF 12 MB Posted May 9, 2025

Attached to: Bathroom Remodel at the Community Center, CIP C2505
Solicitation number: C2505
Issued by: San Benito County, Hayward City, California

About this file

Written by GovTribe AI · May 10, 2025

These are architectural and engineering plans for the Pauline Valdivia Memorial Community Center Restrooms Remodel project for the City of Hollister, California. The project involves renovating existing restrooms located at 300 West Street to improve accessibility, including complete demolition and reconstruction of four single-occupancy restrooms, relocating the janitor's closet, and replacing a damaged portion of the sewer line. The scope of work specifically includes installing new walls, doors, fixtures, accessibility features, plumbing, and finishes to bring the facilities into compliance with the 2022 California Building Code, with a particular emphasis on accessibility standards.

The project is classified as a Type V-N (non-sprinklered) construction with a Group M occupancy, encompassing approximately 440 square feet of total improvements. The restrooms themselves cover 416 square feet, with the janitor's closet occupying an additional 24 square feet. The design documents are dated February 2025 and prepared by Wald, Ruhnke & Dost Architects, LLP, with mechanical engineering by ZAL Engineering. The plans detail comprehensive accessibility upgrades, including specific requirements for grab bars, toilet fixture placement, sink clearances, door widths, and signage to ensure full compliance with California accessibility regulations.

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CIP C2505 Bathroom Remodel at the Community Center Final Specifications and Contract Documents.pdf	PDF	May 9, 2025

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COVER SHEET

A001 24068-A001

SHEET NAME:

SET ISSUED:

JOB NO.:

2340 GARDEN ROAD, SUITE 100

MONTEREY, CALIFORNIA 93940

PHONE: 831.649.4642

FAX: 831.649.3530

WWW.WRDARCH.COM

SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION

THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS

PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE

ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

2.17.2025

24068

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2/18/2025 PRICING SET

ARCHITECT

OWNER

SCOPE OF WORKGENERAL NOTES

SHEET INDEX

SHT. # SHEET TITLE

ARCHITECTURAL

A001 COVER SHEET

A201 DEMOLITION AND NEW FLOOR PLANS

A221 DEMO AND NEW REFLECTED CEILING PLANS

A501 INTERIOR ELEVATIONS - DOOR SCHEDULE

A900 ACCESSIBILITY DETAILS

A901 INTERIOR DETAILS - METAL STUD

PLUMBING

P0.1 PLUMBING COVER SHEET

P2.1 PLUMBING FLOOR PLANS

1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL

DIMENSIONS, GRADES, AND OTHER CONDITIONS, AND SHALL CORRELATE AT THE JOB

SITE ALL SUCH ITEMS. GENERAL CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO

THE ARCHITECT FOR CLARIFICATION AND CORRECTION PRIOR TO BEGINNING ANY

WORK.

2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE

COORDINATION OF ALL TRADES AND GOVERNING AGENCIES, AND SHALL PROVIDE ALL

MATERIALS AND LABOR (SHOWN OR INFERRED) ON THESE PLANS TO RENDER THE

WORK COMPLETE.

3. IT SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY FOR THE SUPERVISION OF

THE WORK.

4. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE SUPERVISION OF THE WORK

OR THE PROPER EXECUTION OF THE SAME.

5. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. ANY

AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY,

PRIOR TO COMMENCEMENT OF WORK.

6. THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE. IT IS THE

RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND

MATERIALS NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF

THESE DRAWINGS, EITHER SHOWN OR INFERRED HEREIN, THROUGH PROPER AND

ESTABLISHED CONSTRUCTION PRACTICES.

7. EXISTING CONSTRUCTION DETAILS SHOWN HEREIN ARE ASSUMED TO BE

SUBSTANTIALLY CORRECT AND MAY NOT DEPICT THE ACTUAL CONDITION. THE

GENERAL CONTRACTOR SHALL VERIFY (E) CONDITIONS AND NOTIFY THE ARCHITECT

ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK.

8. ANY PROPOSED SHUT DOWN OF UTILITIES SHALL BE REGISTERED IN WRITING AT LEAST

SEVEN (7) WORKING DAYS IN ADVANCE. REQUESTS SHALL BE DIRECTED TO THE

ARCHITECT.

9. ANY PROPOSED WORK THAT TAKES PLACE AFTER NORMAL BUSINESS HOURS SHALL BE

MADE IN WRITING AT LEAST SEVEN (7) WORKING DAYS IN ADVANCE. REQUESTS SHALL

BE DIRECTED TO THE ARCHITECT.

10.PROVIDE ALL REQUIRED FIRE BLOCKING IN ACCORDANCE WITH SECTION 718.2 OF THE

CURRENT ADOPTED EDITION OF C.B.C.

WALD, RUHNKE & DOST ARCHITECTS, LLP

2340 GARDEN ROAD, SUITE 100

MONTEREY, CA 93940

ph: (831) 649-4642 fax: (831) 649-3530 Email: christopherb@wrdarch.com Contact: CHRISTOPHER BARLOW

CITY OF HOLLISTER

1321 SOUTH STREET

HOLLISTER, CA 95023

ph: (831) 636-4370 Email: william,via@hollister.ca.gov Contact: WILLIAM VIA

NOTE: THIS BUILDING OR SPACE SHALL PROVIDE A READILY DISTINGUISHABLE

MEANS OF EGRESS COMPLYING WITH CHAPTER 10 AND CHAPTER 11 (WHERE

APPLICABLE FOR ACCESSIBILITY PURPOSE) OF THE 2022 EDITION OF THE

CALIFORNIA BUILDING CODE. THE EXIT SYSTEM SHALL MAINTAIN A CONTINUOUS,

UNOBSTRUCTED AND UNDIMINISHED PATH OF EXIT TRAVEL FROM ANY

OCCUPIED POINT WITHIN THE BUILDING TO A PUBLIC WAY.

EXITING:

NFPA 13, AUTOMATIC SPRINKLER SYSTEMS, (CA AMENDED) 2022 EDITION

NFPA 72, NATIONAL FIRE ALARM CODE, (CA AMENDED) 2022 EDITION

PARTIAL LIST OF APPLICABLE STATE STANDARDS

2022 CALIFORNIA ADMINISTRATIVE CODE (CAC), PART 1, TITLE 24, CALIFORNIA

CODE OF REGULATIONS (C.C.R.)

2022 CALIFORNIA BUILDING CODE (CBC), PART 2, (VOL. 1 & 2 )TITLE 24 C.C.R.

2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.

2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.

2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.

2022 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R.

2022 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 C.C.R.

2022 CALIFORNIA EXISTING BUILDING CODE (CEBC), PART 10, TITLE 24 C.C.R.

2022 CALIFORNIA GREEN STANDARDS CODE (CALGreen), PART 11, TITLE 24 C.C.R.

2022 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24 C.C.R.

TITLE 19 C.C.R., PUBLIC SAFETY, DIVISION 1, STATE FIRE MARSHAL REGULATIONS

APPLICABLE BUILDING CODES & STANDARDS

- REMODEL EXISTING RESTROOMS, RELOCATE JANITOR'S CLOSET.

- REPLACE DAMAGED PORTION OF SEWER LINE, AS SHOWN ON PLUMBING

DRAWINGS

ACCESSIBILITY

PLUMBING

TYPE V-N, (NON-SPRINKLERED)

GROUP M

440 S.F.

CONSTRUCTION:

OCCUPANCY:

TOTAL IMPROVEMENTS:

053-190-018-000

300 WEST STREET

HOLLISTER, CA 95023

PROJECT INFORMATION

APN:

LOCATION:

PROJECT: PAULINE VALDIVIA MEMORIAL COMMUNITY CENTER

RESTROOMS REMODEL

300 West Street Hollister, CA 95023

PAULINE VALDIVIA MEMORIAL

COMMUNITY CENTER

RESTROOMS REMODEL

WOOD FINISH

AX.X

DETAIL

DETAIL IDENTIFICATION

SHEET WHERE DETAIL

IS DRAWN

WOOD FRAMING

CONTINUOUS MEMBER

WOOD BLOCKING

GYPSUM WALLBOARD

A.C. PAVING

PLYWOOD X

REVISION

PROPERTY LINE

ABBREVIATIONS

SAND, MORTAR,

PLASTER

CONCRETE BLOCK

CAST-IN-PLACE (C.I.P.)

CONCRETE

(E) STUD WALL TO

BE REMOVED

SOUND INSULATED

STUD WALL

LEGEND

METAL

(N) STUD WALL

(E) STUD WALL

ROCK

EARTH

AX.X

SECTION

SECTION IDENTIFICATION

SHEET WHERE SECTION

IS DRAWN

VERTICAL OR HORIZONTAL

DIAPHRAGM KEY

DEMOLITION TAG

KEY TAG

SYMBOLS

XXX DOOR SYMBOL

PROJECT TEAM

A.B. ANCHOR BOLT

A.B.S. ACRYLONITRILE BUTADIENE

A.C. ASPHALTIC CONCRETE

A/C AIR CONDITIONING

ACOUS. ACOUSTICAL

ADJ. ADJUSTABLE

A.F.F. ABOVE FINISH FLOOR

AGGR. AGGREGATE

ALUM. ALUMINUM

ANOD. ANODIZED

A.P.A. AMERICAN PLYWOOD ASSOCIATION

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

A.S. ADJUSTABLE SHELF

BD. BOARD

BIT. BITUMINOUS

BLDG. BUILDING

BLK. BLOCK

BLKG. BLOCKING

BM. BEAM

B.M. BENCH MARK

BOT. BOTTOM

BRG. BEARING

BTWN. BETWEEN

B.U.R. BUILT-UP ROOFING

B.W. BOTH WAYS

CAB. CABINET

C.B. CATCH BASIN

CEM. CEMENT

CER. CERAMIC

C.F. CUBIC FEET

C.I. CAST IRON

C.J. CONTROL JOINT

CL. CLOSET

CLG. CEILING

CLKG. CAULKING

CLR. CLEAR(ANCE)

C.M.U. CONCRETE MASONRY UNIT

COL. COLUMN

COMP. COMPOSITION

CONC. CONCRETE

CONN. CONNECTION

CONSTR. CONSTRUCTION

CONT. CONTINUOUS

COR. CORRUGATED

C.O.T.G. CLEAN-OUT TO GRADE

CSMT. CASEMENT

CSWK. CASEWORK

C.T. CERAMIC TILE

CTR. COUNTER

CTSK. COUNTERSINK

C.Y. CUBIC YARD

DBL. DOUBLE

DEPT. DEPARTMENT

DET. DETAIL

D.F. DOUGLAS FIR

D.G. DECOMPOSED GRANITE

D.H. DOUBLE HUNG

DIAG. DIAGONAL

DIA. DIAMETER

DIMEN. DIMENSION

DISP. DISPENSER/DISPOSER

DN. DOWN

DR. DOOR

DRWG. DRAWING

D.S.B. DOUBLE STRENGTH B GRADE (GLASS)

D.S. DOWNSPOUT

DWR. DRAWER

D.W. DISH WASHER

E. EAST

EA. EACH

E.J. EXPANSION JOINT

ELEV. ELEVATION, ELEVATOR

ELEC. ELECTRIC(AL)

EMER. EMERGENCY

ENCL. ENCLOSURE

EQUIP. EQUIPMENT

EXIST. (E) EXISTING

EXH. EXHAUST

EXP. EXPOSED/EXPANSION

EXT. EXTERIOR

F.A. FIRE ALARM

FAST. FASTEN(ER)

F.B. FLAT BAR

F.D. FLOOR DRAIN

F.G. FINISH GRADE

FND. FOUNDATION

F.E. FIRE EXTINGUISHER

FIBERGL. FIBERGLASS

FIN. FINISH(ED)

F.H.M.S. FLATHEAD MECHANICAL SCREW

F.H.W.S. FLATHEAD WOOD SCREW

FLASH. FLASHING

FLR. FLOOR(ING)

FLUOR. FLUORESCENT

POUND OR NUMBER

PLATE

PERPENDICULAR

DIAMETER OR ROUND

CENTERLINE

ANGLE

AND

& R. RISER

R.A. RETURN AIR

RAD. RADIUS

R.D. ROOF DRAIN

REG. REGISTER

REF. REFRIDERATOR

REINF. REINFORCED

REQ'D. REQUIRED

REQMT. REQUIREMENT

RESIL. RESILIENT

REV. REVERSED

R.H.M.S. ROUNDHEAD MACHINE SCREW

R.H.W.S. ROUNDHEAD WOOD SCREW

RM. ROOM

R.O. ROUGH OPENING

R.O.W. RIGHT OF WAY

R.S. RESAWN

RUB. RUBBER

RWD. REDWOOD

R.W.L. RAIN WATER LEADER

S. SOUTH

S.B. SOLID BLOCKING

S.C. SOLID CORE

SCHED. SCHEDULE

S.D. STORM DRAIN

SECT. SECTION

SERV. SERVICE

S.F. SQUARE FOOT

S.G. STAIN GRADE

SH. SHELF/SHELVING

SHWR. SHOWER

SHT. SHEET

SHT'G. SHEATHING

SIM. SIMILAR

S.S. STAINLESS STEEL SERVICE SINK

S.M. SHEET METAL

S.M.S. SHEET METAL SCREW

SPEC. SPECIFICATION

SQ. SQUARE

STL. STEEL

STD. STANDARD

STAG. STAGGERED

STOR. STORAGE

STRUCT. STRUCTURAL

SUSP. SUSPENDED

SYM. SYMMETRY(ICAL)

SYS. SYSTEM

T. TREAD

T.B. TOWEL BAR

T.C. TOP OF CURB

TEL. TELEPHONE

TEMP. TEMPERED

T.E.N. TYPICAL EDGE NAILING

T & G TONGUE & GROOVE

THK. THICK(NESS)

THRESH. THRESHOLD

T.J.I. TRUSS JOIST INTERNATIONAL

T.O. TOP OF

T.P.H. TOILET PAPER HOLDER

T.P. TOP OF PAVEMENT

TV TELEVISION

T.W. TOP OF WALL

TYP. TYPICAL

U.B.C. UNIFORM BUILDING CODE

U/L UNDERWRITER'S LAB.

U.O.N. UNLESS OTHERWISE NOTED

UR. URINAL

W. WEST/WIDTH/WIDE

W/ WITH

W.C. WATER CLOSET

WD. WOOD

WDW. WINDOW

W.H. WATER HEATER

W.I.C. WOODWORK INSTITUTE OF CA.

W/O WITHOUT

W.P. WATERPROOF(ING)

W.R. WATER RESISTENT

W.S. WOOD SCREW

WSCT. WAINSCOT

WT. WEIGHT

W.W.M. WELDED WIRE MESH

F.O. FACE OF

F.O.B. FACE OF BLOCK

F.O.C. FACE OF CONCRETE

F.O.F. FACE OF FINISH

F.O.M. FACE OF MASONRY

F.O.S. FACE OF STUD

F.P. FIREPLACE

F.R.P. FIBERGLASS REINF. PANEL

F.S. FULL SIZE

FT. FOOT/FEET

FTG. FOOTING

FURR. FURRED(ING)

FUT. FUTURE

GA. GAUGE/GAGE

GALV. GALVANIZED

G.B. GRAB BAR

G.I. GALVANIZED IRON

GL. GLASS/GLAZING

G.L.B. GLUE-LAM BEAM

GR. GRADE(ING)

G.W.B. GYPSUM WALLBOARD

H.B. HOSE BIB

HBD. HARDBOARD

H.C. HOLLOW CORE

HDR. HEADER

HDWR. HARDWARE

H.M. HOLLOW METAL

HORZ. HORIZONTAL

H.S. HEAVY SHEET

HT. HEIGHT

HTG. HEATING

H.W. HOT WATER

HWD. HARDWOOD

HVAC HEATING/VENTILATING/AIR

CONDITIONING

I.C.B.O. INTERNATIONAL CONFERENCE

OF BUILDING OFFICIALS

I.D. INSIDE DIAMETER

INCL. INCLUDE(D) (ING)

INSUL. INSULATE(D) (ING)

INT. INTERIOR

INV. INVERT

JAN. JANITOR

J.H. JOIST HANGER

JT. JOINT

KIT. KITCHEN

L. LENGTH

LAM. LAMINATE

LAV. LAVATORY

L.B. LAG BOLT

LOC. LOCATE(ION)

L.V.L. LAMINATED VENEER LUMBER

L.W. LIGHTWEIGHT

MAS. MASONRY

MAT. MATERIAL(S)

MAX. MAXIMUM

M.B. MACHINE BOLT

M.C. MEDICINE CABINET

M.H. MAN HOLE

MECH. MECHANICAL

MEMB. MEMBRANE

MEZZ. MEZZANINE

MFR. MANUFACTURE(ER)

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

MLDG. MOLDING/MOULDING

M.I.W. MALLEABLE IRON WASHER

M.O. MASONRY OPENING

MTD. MOUNTED

MET. METAL

MULL. MULLION

N. NORTH

(N) NEW

NAT. NATURAL

N.I.C. NOT IN CONTRACT

NOM. NOMINAL

N.T.S. NOT TO SCALE

O/ OVER

OBS. OBSCURE

O.C. ON CENTER(S)

O.D. OUTSIDE DIAMETER

OFF. OFFICE

O.H.M.S. OVALHEAD MACHINE SCREW

O.H.W.S. OVALHEAD WOOD SCREW

OPNG. OPENING

OPP. OPPOSITE

P.B. PANIC BAR

PART. BD. PARTICLE BOARD

PCF PUNDS PER CUBIC FOOT

P.D. POWER DRIVEN

P.G. PAINT GRADE

PERF. PERFORATE

PLF POUNDS PER LINEAR FOOT

⅊ PROPERTY LINE

PLAS. LAM. PLASTIC LAMINATE

PLAS. PLASTIC

PLYWD. PLYWOOD

PR. PAIR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

P.T. PRESSURE TREATED

PART. PARTITION

P.T. DISP. PAPER TOWEL DISPENSER

P.V.C. POLYVINYL CHLORIDE

VICINITY MAP

WINDOW SYMBOLXX

WORK POINT, DATUM

POINT OR CONTROL

Monterey

Carmel

TRUE

NORTH

PROJECT

LOCATION

Santa Cruz

Pacific Grove

Gonzales

Carmel Valley to Big Sur

Seaside

Soledad

G16

Chualar

Watsonville

Castroville

Fort Ord Marina

Hollister

Salinas

Prunedale

Gilroy

LOCATION MAP

to San FranciscoAptos

ACCESSIBLE PATH OF TRAVEL FROM ACCESSIBLE SITE FEATURES, INCLUDING

THE ACCESSIBLE PARKING SPACES AND PUBLIC SIDEWALK, TO THE AREA OF

WORK, ARE PROVIDED AND COMPLY WITH THE 2022 CBC.

EXISTING MAIN ENTRY DOORS TO BUILDING COMPLY WITH 2022 CBC CHAPTER 11B.

REFERENCE SITE PLAN

EXISTING ACCESSIBLE

PARKING STALL(S)

PATH OF TRAVEL

TRUE

NORTH

APPROXIMATE AREA OF WORK

FREMONT WAY

VIRGINIA DRIVE

3RD SREET

TRUE

NORTH

PROJECT

LOCATION

416 S.F.RESTROOMS:

24 S.F.JANITORS CLOSET:

ZAL ENGINEERING

P.O. BOX 1861

MONTEREY, CA 93940

ph: (831) 402-2728 Email: jaime@zalengineering.com Contact: JAIME ZALDIVAR

PLAN

NORTH

SCALE:

DEMOLITION FLOOR PLAN

1/4"=1'-0"

TYP.

(E) CORRIDOR

TYP.

(E) CLOSET

(E) WOMENS (E) MENS

(E) JANITOR

PLAN

NORTH

SCALE:

PROPOSED FLOOR PLAN

1/4"=1'-0"

4'-0"

5'-31 2" 5'-91

2" 5'-91 2"

1'-31 2"

5'-91 2"

'-8

" V .I.

22'-8" V.I.F.

5'-51 2" 11'-8"

6' -0

1 2" 3'

-6

7' -1

1 2"

1'-31 2" 4'-6"

A501

100A

100B 100C

100D

SGL. OCC.

RESTROOM

100A

SGL. OCC.

RESTROOM

100D

SGL. OCC.

RESTROOM

100B

SGL. OCC.

RESTROOM

100C

(E) CORRIDOR

(N) JANITOR

CLOSET

TYP.

6'-8" REF.

TYP.

TYP.TYP.

PLAN

NORTH

SCALE:

REFERENCE BUILDING PLAN

N.T.S.

WATER

METERWATER

METER

GAS

METER

SANITARY

SEWER

GREASE

INTERCEPTOR

COVERS

CLEANOUT

PG&E

GAS

FREMONT WAY

PUBLIC ENTRY

AREA OF WORK

CONCRETE

WALK

DEMOLITION

AND NEW

FLOOR PLANS

A201 24068-A201

SHEET NAME:

SET ISSUED:

JOB NO.:

2340 GARDEN ROAD, SUITE 100

MONTEREY, CALIFORNIA 93940

PHONE: 831.649.4642

FAX: 831.649.3530

WWW.WRDARCH.COM

SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION

THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS

PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE

ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

2.17.2025

24068

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2/18/2025 PRICING SET

THE DEMOLITION NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY.

REFER TO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS.

DEMOLITION NOTES

1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING

WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES

BETWEEN THE DOCUMENTS AND FIELD CONDITIONS PRIOR TO PROCEEDING WITH THE

WORK. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE

POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. ALL ELEMENTS NOT

SHOWN TO REMAIN ARE TO BE DEMOLISHED PER ARCHITECT'S APPROVAL.

2. CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS THAT ARE NOT SCHEDULED FOR

REMOVAL FROM DAMAGE. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR

REPAIRING ANY DAMAGE CAUSED TO THE ITEMS TO REMAIN.

3. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT AS REQUIRED

TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED.

4. PROVIDE STRICT CONTROL OF JOB CLEANING AND PREVENT DUST AND DEBRIS FROM

EMANATING FROM DEMOLITION/CONSTRUCTION AREA. KEEP AREA CLEAN.

5. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE LEFT

IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE

REMOVED.

6. THE ELECTRICAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHT AND

POWER IN THE SPACE DURING CONSTRUCTION, INCLUDING PROVISIONS FOR

EMERGENCY LIGHTING.

7. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE

INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE

THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

8. REMOVE TO SOURCE AND CAP ALL PIPES, VENTS, APPLIANCES AND/OR DRAINS NOT

BEING RE-USED.

9. ALL DOORS, FRAMES, HARDWARE, MECHANICAL ITEMS, PLUMBING FIXTURES, LIGHT

FIXTURES (INCLUDING DOWNLIGHTS & FLUORESCENTS), AND SPECIAL EQUIPMENT TO BE

DEMOLISHED EXCEPT AS SPECIFICALLY EXCLUDED BECOMES PROPERTY OF THE

CONTRACTOR AND SHOULD BE REMOVED FROM THE PREMISES.

10. PATCH AND REPAIR WALL SURFACES TO REMAIN TO MATCH SCHEDULE FINISHES

AFTER COMPLETION OF DEMOLITION WORK AND INSTALLATION OF NEW PARTITIONS

AND/OR NEW DOORS AND WINDOWS.

11. AT ALL WALLS TO REMAIN, PATCH AND FILL WALLS, PREP FOR NEW FINISH.

12. CONTRACTOR SHALL LEGALLY DISPOSE OF ANY MATERIAL SCHEDULED FOR

DEMOLITION.

LEGEND

(E) DOOR AND FRAME TO BE REMOVED.

(E) DOOR TO REMAIN.

(E) WALL TO BE REMOVED

(E) WALL TO REMAIN.

DEMOLITION GENERAL NOTES

D1 REMOVE WALLS WITHIN AREA INDICATED.

REMOVE ALL RESTROOM CONDITIONS WITHIN AREA INDICATED (TOILETS, SINKS,

ASSOCIATED APPURTENANCES, WALL AND FLOOR TILE, ETC.)

KEY NOTES

THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY. REFER

TO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS.

NEW DOOR. SEE DOOR SCHEDULE.

EXISTING WALL OR PORTION OF WALL TO REMAIN.

REMOVE DOOR AND FRAME.

NEW WALL - PAINTED

D4 REMOVE MOP SINK.

D5 REMOVE DRINKING FOUNTAINS.

EXISTING DOOR TO REMAIN.

NEW RESTROOM ACCESSIBILITY SIGNAGE - SEE DETAIL 9 & 10/A900.

(N) WALL.

TOILET ROOM NOTES

WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS AND WATER

CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT OF

NOT LESS THAN 4 FEET ABOVE THE FLOOR, AND EXCEPT FOR STRUCTURAL ELEMENTS,

THE MATERIALS USED IN SUCH WALLS SHALL BE A TYPE THAT IS NOT ADVERSELY

AFFECTED BY MOISTURE. THE INTERSECTIONS OF FLOORS WITH WALLS SHALL HAVE A

SMOOTH, HARD, NONABSORBENT VERTICAL BASE THAT EXTENDS UPWARD ONTO THE

WALLS NOT LESS THAN 4 INCHES (1210.1 CBC).

NEW DOOR - SEE DOOR

SCHEDULE

NEW HI-LOW ACCESSIBLE DRINKING FOUNTAIN - SEE DETAIL 11/A900.

NEW MOP SINK.

DASHED LINES INDICATE ACCESSIBILITY CLEARANCES.

SEE INTERIOR ELEVATIONS SHEET A501 FOR TOILET ACCESSORIES & SCHEDULE.

AutoCAD SHX Text S

AutoCAD SHX Text

GFCI

AutoCAD SHX Text +42"

AutoCAD SHX Text

GFCI

AutoCAD SHX Text +42"

C.H. 9'-0"

GWB

C.H. 9'-0"

GWB

PLAN

NORTH

SCALE:

DEMOLITION

REFLECTED CEILING PLAN

1/4"=1'-0"

TYP.

C.H. 9'-0"

GWB

C.H. 9'-0"

GWB

C.H. 9'-0"

GWB

C.H. 9'-0"

GWB

C.H. 9'-0"

GWB

PLAN

NORTH

SCALE:

PROPOSED

REFLECTED CEILING PLAN

1/4"=1'-0"

TYP.

DEMO & NEW

REFLECTED

CEILING PLANS

A221 24068-A221

SHEET NAME:

SET ISSUED:

JOB NO.:

2340 GARDEN ROAD, SUITE 100

MONTEREY, CALIFORNIA 93940

PHONE: 831.649.4642

FAX: 831.649.3530

WWW.WRDARCH.COM

SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION

THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS

PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE

ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

2.17.2025

24068

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THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY. REFER

TO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS.

KEY NOTES

DEMOLITION NOTES

DEMOLITION GENERAL NOTES

THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY. REFER

TO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS.

LEGEND

1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING

WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES

BETWEEN THE DOCUMENTS AND FIELD CONDITIONS PRIOR TO PROCEEDING WITH

THE WORK. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL,

CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. ALL

ELEMENTS NOT SHOWN TO REMAIN ARE TO BE DEMOLISHED PER ARCHITECT'S

APPROVAL.

2. CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS THAT ARE NOT SCHEDULED FOR

REMOVAL FROM DAMAGE. CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING

AND/OR REPAIRING ANY DAMAGE CAUSED TO ITEMS TO REMAIN.

3. CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS/EQUIPMENT AS REQUIRED

TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED.

4. CONTRACTOR SHALL IMPLEMENT CONSTRUCTION DUST / DEBRIS CONTROL

MEASURES THROUGHOUT THE DURATION OF CONSTRUCTION.

5. AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREA(S) SHALL BE

LEFT IN "BROOM CLEAN" CONDITION. ALL DEBRIS AND MISCELLANEOUS MATERIAL

SHALL BE REMOVED.

6. DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE

INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO

COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

9. CONTRACTOR SHALL RELOCATE AND/OR MODIFY EXISTING MECHANICAL SYSTEM

INCLUDING BUT NOT LIMITED TO MECHANICAL DUCTS AND GRILLES AS REQUIRED

TO PROVIDE ADEQUATE DISTRIBUTION OF MECHANICAL SERVICE TO THE SPACE.

10. CONTRACTOR SHALL LEGALLY DISPOSE OF ANY MATERIALS SCHEDULED FOR

DEMOLITION.

EXISTING 1x4 LIGHT FIXTURE TO BE REMOVED AND RELOCATED.

EXISTING VANITY LIGHT FIXTURE TO BE REMOVED AND RELOCATED.

7. CONTRACTOR TO ENSURE THAT EXISTING UTILITIES (GAS, ELECTRIC OR PHONE,

ETC.), ACCESS FOR TENANT & CUSTOMER USE, MECHANICAL VENTILATION,

HEATING AND/OR COOLING SYSTEMS, PROVIDED TO ALL TENANTS IN THE EXISTING

BUILDINGS WHERE WORK WILL OCCUR (AS WELL AS IN BUILDINGS WHERE WORK

WILL NOT OCCUR).

8. CARE SHALL BE TAKEN BY CONTRACTOR TO MINIMIZE DISRUPTION TO EXISTING

TENANT/ BUSINESS OPERATIONS IN BUILDING THROUGHOUT DURATION OF

CONSTRUCTION. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION

ACTIVITIES WITH BUILDING OWNER PRIOR/ BUSINESS PRIOR TO WORK.

EXISTING MECHANICAL GRILLES TO BE REMOVED.

REMOVE AND SET ASIDE LIGHT FIXTURE FO RE-USE.

REMOVE MECHANICAL GRILLE.

1 PATCH AND REPAIR EXISTING GWB CEILING.

2 ROOF ACCESS OPENING IN CEILING TO REMAIN.

3 EXISTING ROOF ACCESS LADDER TO BE MODIFIED. REMOVE PORTION UP TO 8'-0"

FROM FLOOR.

4 RELOCATED LIGHT FIXTURE.

1x4 LIGHT FIXTURE - RELOCATED.

VANITY LIGHT FIXTURE - RELOCATED.

SCALE:

RESTROOM #100A

RESTROOM #100D (Mirror Image)

1/4" = 1'-0"

SCALE:

RESTROOM #100B

RESTROOM #100C (Mirror Image)

1/4" = 1'-0"

4' -0

5' -0

9' -0

B C D

9' -0

4' -0

5' -0

A B C D

1 1 1 1

23 3 3 3

L-1

F-1

WC-1

03-04

1 1 1 1

23 3 3 3

L-1

F-1

WC-1

03-04

16 16 16 16

INTERIOR

ELEVATIONS -

DOOR SCHED.

A501 24068-A501

SHEET NAME:

SET ISSUED:

JOB NO.:

2340 GARDEN ROAD, SUITE 100

MONTEREY, CALIFORNIA 93940

PHONE: 831.649.4642

FAX: 831.649.3530

WWW.WRDARCH.COM

SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION

THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS

PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE

ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

2.17.2025

24068

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DOOR TYPES

DOOR NOTES

DOOR SCHEDULE

DOOR SIZE DETAIL REFERENCE

D W

G R

O U

NOTES

N U

FINISH

WIDTH HEIGHT THK.

REFER TO SHT.

HEAD JAMB THRESH. TRANS.

100A 3'-0" 7'-0" 1-3/4" 3/~ 4/~ HM

100B 3'-0" 7'-0" 1-3/4" 3/~ 4/~ HM

100C 3'-0" 7'-0" 1-3/4" 3/~ 4/~ HM

100D 3'-0" 7'-0" 0'-1 3/4"

3/~ 4/~ HM

PER

SCHEDULE

S C

A. SGL. S.C. WOOD

ALL SWINGING DOORS TO ACCESSIBLE SPACES SHALL COMPLY w/ THE FOLLOWING (U.N.O.):

MINIMUM 3'-0"x6'-8" MINIMUM U.N.O.. DOOR HEIGHTS SHALL

MATCH EXISTING CONDITION WHERE APPLICABLE.

BOTTOM 12" SHALL BE A SMOOTH, SOLID SURFACE AT THE

BOTTOM.

BE OPERABLE FROM THE INSIDE WITHOUT SPECIAL

KNOWLEDGE OR EFFORT.

LATCHING HARDWARE MOUNTED 34" TO 44" MAX ABOVE

FINISH FLOOR SURFACE.

THRESHOLD CHANGE IN HEIGHT BETWEEN FLOOR SURFACES

ON EITHER SIDE OF DOOR SHALL NOT EXCEED 12".

LEVER TYPE LATCHSET AND LOCKSET HANDLES SHALL

COMPLY WITH TITLE-24 ACCESSIBILITY REQUIREMENTS.

PRESSURE TO OPERATE EXTERIOR AND INTERIOR DOORS

SHALL NOT EXCEED 5.0 lbs., AND FIRE RATED DOORS SHALL NOT EXCEED 15lbs., PER CBC SECTION 11B-404.2.9. ALL

DOORS SHALL BE ADJUSTED TO MEET THIS REQUIREMENT.

PROVIDE ACCESSIBLE HARDWARE THAT DOES NOT REQUIRE

TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.

ALL EXTERIOR DOORS TO BE WEATHER STRIPPED WITH

PEMKO S88D WEATHER STRIPPING, U.N.O.

ALL EXTERIOR DOORS TO HAVE TOP CLOSER STRIP, U.N.O.

AUTOMATIC FLUSH BOLTS ARE ALLOWED ONLY ON PAIRS OF

DOORS WHERE THE DOOR WITH THE BOLT HAS NO KNOBS OR

SURFACE-MOUNTED HARDWARE C.B.C., SECTION 1003.3.1.8)

ALL HOLLOW METAL DOOR FRAMES SHALL HAVE WELDED

CORNERS, GROUND SMOOTH,WITH REINFORCED CORNERS

AND HINGE LOCATIONS.

ALL INTERIOR DOORS SHALL BE OF MINIMUM DIMENSION

3'-0"x6'-8"x13

4" THICK, FLUSH SOLID CORE WOOD. DOORS

WITH KEYED LOCKSETS. FACE VENEER SHALL BE ROTARY

CUT BOOK-MATCHED PREMIUM BIRCH, MAPLE OR OAK

SUITABLE FOR STAINED OR NATURAL TRANSPARENT FINISH.

ALL DOUBLE DOORS TO BE "BOOK MATCHED".

FIRE RATED DOOR AND FRAME ASSEMBLIES SHALL BE

INSTALLED WHERE NOTED OR AS REQUIRED BY CODE.

DOORS AND FRAMES SHALL BEAR UNDERWRITERS

LABORATORY (UL) LABEL FOR REQUIRED FIRE RESISTIVE

RATING. MODIFICATION OF LABELED ASSEMBLIES.

DOORS SEPARATING CONDITIONED AND NONCONDITIONED

SPACE SHALL BE WEATHER STRIPPED OR GASKETED TO

EFFECTIVELY AND RELIABLY LIMIT AIR INFILTRATION.

ADHESIVE FOAM-TYPE OR FELT WEATHER STRIPPING IS

NOT ACCEPTABLE.

THRESHOLDS SHALL COMPLY WITH CBC SECTION

11B-404.2.5.

MOUNTING HEIGHT OF LATCHING HARDWARE/

HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE

CENTERED BETWEEN 34" TO 44" MAX. A.F.F. PER CBC

SECTION 11B-404.2.8.1.

FURNISH AND INSTALL ALL HARDWARE AS REQUIRED FOR A

COMPLETE ASSEMBLY. THE WORK SHALL INCLUDE, BUT IS

NOT LIMITED TO, LOCKS, LATCHES, DOOR BUTTS WITH

NON-REMOVABLE PINS ON OUT SWINGING EXTERIOR

DOORS, AND DOOR STOPS. WHERE INDICATED ON PLANS,

THE WORK INCLUDES METAL THRESHOLDS, METAL KICK

PLATES, METAL PUSH PLATES, SINGLE OR DOUBLE ACTING

SELF-CLOSING GRAVITY OPERATED GATE HINGES.

ALL DOORS NOT SCHEDULED ARE EXISTING. CONTRACTOR

TO REPLACE DOOR HARDWARE WITH ACCESSIBLE

COMPLIANT HARDWARE INCLUDING LOCKS, LATCHES AND

HINGES. CONTRACTOR TO SUBMIT DOOR HARDWARE TO

ARCHITECT FOR REVIEW AND APPROVAL BEFORE

ORDERING.

THE FORMALDEHYDE EMISSION LEVEL OF ALL NEW DOORS

SHALL NOT EXCEED 20 ppb.

14.

15.

16.

17.

18.

19.

20.

10.

11.

12.

13.

EXTERIOR DOORS THRESHOLD ELEVATION BETWEEN

INTERIOR FINISH FLOOR AND EXTERIOR LANDING. IF THE

DOOR SWINGS OUTWARD, THE CHANGE IN ELEVATION IS

LIMITED TO 1/4" MAXIMUM. RAISED THRESHOLD AND

FLOOR LEVEL CHANGES GREATER THAN ¼” AT

DOORWAYS SHALL BEVELED WITH A SLOPE NOT

GREATER THAN 1:2. (CBC 1010.1.7)

21.

SEE FINISH LEGEND (D-1) ON SHEET A241 FOR DOOR

FINISH.

22.

HARDWARE SCHEDULE

SCALE:

HOLLOW METAL

DOOR HEAD

3" = 1'-0"

WALL AS SCHEDULED

STEELCRAFT DW KNOCK DOWN

HOLLOW METAL FRAME W/ ANCHOR

CLIPS

DOOR AS SCHEDULED

16" 115

16"VARIES 5

1 2" M

. T

SCALE:

HOLLOW METAL

DOOR JAMB

3" = 1'-0"

WALL PER SCHEDULE

STEELCRAFT DW HOLLOW METAL

DOOR FRAME W/ ANCHOR CLIPS

DOOR PER SCHEDULE, SEE FLOOR

PLAN FOR DIRECTION OF DOOR

SWING

1 2"

5 16

1 2"

MIN.

THE KEY NOTES THAT FOLLOW APPLY TO THE DRAWING(S) ON THIS SHEET ONLY. REFER

TO FOLLOWING SHEETS FOR NOTES THAT ARE APPLICABLE TO THOSE DRAWINGS.

KEY NOTES

NEW WALL OR EXISTING WALL - PAINTED.

NEW DOOR. SEE DOOR SCHEDULE.

NEW WALL MOUNTED FLUSH VALVE LOW FLOW ACCESSIBLE HEIGHT TOILET w/

FLUSH ACTIVATION ON THE WIDE SIDE OF FIXTURE - SEE DETAIL 3/A900.

FAUCET SHALL BE LEVER TYPE VALVES THAT ARE OPERABLE WITH ONE HAND AND

DO NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.

DRAIN AND ALL HOT WATER PIPING SHALL BE INSULATED OR CONFIGURED TO

PREVENT DIRECT CONTACT.

NEW WALL SOAP DISPENSER - SEE DETAIL 7/A900.

NEW CHANNEL FRAMED MIRROR WITH CONCEALED WALL HANGER, METAL

CHANNEL FILLER AT BACK OF THE MIRROR GAP ABOVE TILE - SEE DETAIL 8/A900.

NEW 42" GRAB BAR AS SCHEDULED - SEE DETAIL 3 & 4/A900.

NEW 48" GRAB BAR AS SCHEDULED - SEE DETAIL 3 & 4/A900.

NEW WALL MOUNTED SINK - SEE DETAIL 2/A900.

NEW RECESSED COMBINATION TOILET PAPER / SEAT COVER DISPENSER,

SANITARY NAPKIN DISPOSAL.

NEW COMBINATION PAPER TOWEL DISPENSER, TRASH DISPOSAL - SEE 8/A900.

NEW FLOOR BASE.

NEW COAT HOOKS. ONE AT ACCESSIBLE HEIGHT AND ONE AT STANDARD HEIGHT.

RELOCATED VANITY LIGHTING.

16 NEW WAINSCOT - MATERIAL TBD.

L-1

WC-1

TOILET ACCESSORY SCHEDULE

TAG DESCRIPTION MFR. / MODEL NOTE / FINISH

42" GRAB BAR BOBRICK B-6806x42 PROVIDE BLOCKING IN WALL TO

WITHSATAND 250# / SATIN FINISH

48" GRAB BAR BOBRICK B-6806x48 PROVIDE BLOCKING IN WALL TO

WITHSTAND 250# / SATIN FINISH

RECESSED TOILET PAPER / SEAT COVER

DISPENSER, SANITARY NAPKIN DISPOSAL BOBRICK B-3091 STAINLESS STEEL SATIN FINISH

RECESSED TOILET PAPER / SEAT COVER

DISPENSER, SANITARY NAPKIN DISPOSAL BOBRICK B-3092 STAINLESS STEEL SATIN FINISH

RECESSED COMBINATION PAPER TOWEL /

TRASH DISPOSAL BOBRICK B-3940 STAINLESS STEEL SATIN FINISH

SOAP DISPENSER BOBRICK B-2111 STAINLESS STEEL SATIN FINISH

WALL HUNG MIRROR BOBRICK B-165 2436 CHANNEL FRAME

HOOK BOBRICK B-233 SURFACE MOUNT / SATIN FINISH

FLOOR MOUNT ACCESSIBLE TOILET - WHITE

WALL MOUNTED SINK - WHITE

ACCESSIBILITY

DETAILS

A900 24068-A900

SHEET NAME:

SET ISSUED:

JOB NO.:

2340 GARDEN ROAD, SUITE 100

MONTEREY, CALIFORNIA 93940

PHONE: 831.649.4642

FAX: 831.649.3530

WWW.WRDARCH.COM

SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION

THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS

PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE

ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

2.17.2025

24068

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ACCESSIBLITY NOTES

9. Where towels, 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.

1. Grab bars shall be located on each side, or on one side and the back of the accessible toilet stall or compartment.

4. The diameter or width of the gripping surfaces of a grab bar shall be 1-1/4" to 1-1/2" or the shape shall provide an equivalent gripping surface. If grab bars are mounted adjacent to a wall, the clearance between the wall and the grab bars shall be 1-1/2".

5. No protruding objects shall be mounted 12" above the grab bar or 1-1/2" below the grab bar.

3. Grab bars shall be securely attached 33" above and parallel to the floor, except that where a tank-type toilet is used which obstructs placement at 33", the grab bar may be as high as 36".

2. Grab bars at the side shall be with the front end positioned 24" in front of the water closet stool and with the back end positioned no more than 12" from the rear wall.

11. The top of the toilet seat 17" to 19" from floor surface measured to the top of a maximum 2" high toilet seat.

10. Toilet tissue dispensers that control delivery or that do not permit continuous paper flow shall not be used. Dispenser is to be located within 7"-9" of the front edge of the toilet seat to the centerline of the dispenser with 19" min. height from floor to center line of dispenser (below grab bar).

C. GRAB BARS

7. The water closet shall be located in a space 60" min. clear in width. The side shall provide a minimum of 17" and a maximum of 18" from the center line of the water closet to the adjacent wall. A minimum 48"x60" clear floor space shall be provided in front of the water closet. Provide a minimum 60"x56" clear floor space around water closet when toilet is wall mounted, and a 60" x 59" minimum clear floor space if water closet is floor mounted. No fixture (including sinks) shall obstruct this clear floor space at the water closet.

2. Lavatory faucets are lever type, push type or electronic control mechanisim valves that are operable with one hand and do not require tight grasping, pinching or twisting of the wrist. Self closing valves shall maintain a minimum of 10 second open flow of 5 lbs.

maximum force required to activate controls.

6. Controls for water closet flush valves shall be mounted on the wide side of toilet areas and shall require 5 lbs. maximum pressure to operate flush valve.

5. All piping under lavatories shall be configured, insulated or otherwise covered to prevent contact. There shall be no sharp or abrasive surfaces under lavatories.

4. All lavatories that are designed to be accessible shall be mounted with the rim or counter edge no higher than 34" above the finished floor and vertical clearance measured from the bottom of the apron or outside bottom edge of the lavatory of 29" reducing to 27" at a point located 8" back from edge. Toe clearance under lavatory is under 9" high, 30" wide and extends a minimum of 17" in depth from the front of the lavatory.

3. Lavatories adjacent to a wall shall be mounted with a minimum distance of 18" to the center line of the fixture.

1. A minimum of 30"x48" clear space is provided in front of lavatory allowing foward approach.

7. Water closet and urinal flush valves controls and faucet and operating mechanism controls, shall be operable with one hand, shall not require tight grasping, pinching, or twisting of the wrist, and shall be mounted no more than 44" above the floor.

B. SANITARY FACILITY FIXTURES & ACCESSORIES

8. Mirrors shall be mounted with the bottom of the reflective surface no higher than 40" from the finished floor elevation.

6. There shall be in the room a clear floor space of at least 60" in diameter, or a T-shaped space. No door shall encroach into this space for more than 12".

5. There shall be sufficient space in the toilet room for a wheelchair measuring 30" wide by 48" long to enter the room and permit the door to close.

3. Unisex sanitary facilities shall be identified by a circle ¼" thick, 12" diameter, with a ¼" thick triangle superimposed within the circle.

2. Doorways leading to men's sanitary facilities shall be identified by an equilateral triangle ¼" thick with edges 12" long and a vertex pointing upward. Women's sanitary facilities shall be identified by a circle ¼" thick and 12" in diameter.

4. Where a tactile sign is provided at a door, the sign shall be located alongside the door at the latch side. Where a tactile sign is provided at double doors with one active leaf, the sign shall be installed on the wall adjacent to the latch outside of the door. Where a tactile sign is provided at double doors with two active leafs, the sign shall be located to the right of the right hand door. Where there is no wall space at the latch side of a single door or at the right side of double doors, signs shall be located on the nearest adjacent wall.

Signs containing tactile characters shall be located so that a clear floor space of 18" min. by 18" min., centered on the tactile characters, is provided beyond the arc of any door swing between the closed position and 45 degree open position. Tactile characters on signs shall be located 48" min. above the finish floor or ground surface, measured from the baseline of the lowest tactile character and 60" max. above the finish floor or ground surface, measured from the baseline of the highest tactile character

A. GENERAL

1. All dimensions and clearances within restroom areas shown on details are to be measured from finished surfaces.

8. In other than dwelling units, toilet rooms floors shall have a smooth, hard, non-absorbant surface such as portland cement, concrete, ceramic tile or other approved material which extends upward onto the walls at least 5 inches. Walls within water closet compartments shall be similarly finished to a height of 48 inches.

SCALE:

4 GRAB BAR

6" = 1'-0"

CLR.

" M

. H

.F .F

N B

WOOD OR METAL

STUD WALL FRAMING

PROVIDE CONCEALED

ANCHOR PLATE @ METAL

STUD CONDITION

1 12" TO 1 14" O.D.

GRAB BAR

(4) #12 WD. SCREWS W/ 1 12"

MIN. PENETRATION IN TO BLK.

O N

F O

R R

G R

N K

S O

" M

. H T.

A .F

. 1 1 2"

TANK STYLE TOILET,

WHERE OCCURS

(SHOWN DASHED)

2x BLKG. @ WD.

STUD CONDITION

BACKGROUND TO BE BLUE, WHEELCHAIR SYMBOL TO BE WHITE (TYPICAL).

MINIMUM 36"x36" PAINTED SYMBOL ON PAVEMENT SHALL BE LOCATED IN

STALL SO THAT IT IS VISIBLE BY A TRAFFIC ENFORCEMENT OFFICER WHEN A

VEHICLE IS PROPERLY PARKED IN THE SPACE. (CENTERED AT STALL

ENTRANCE RECOMMENDED)

MINIMUM 5"x5" DECAL TO BE LOCATED AT EACH PRIMARY PUBLIC ENTRANCE

AND AT EVERY MAJOR EXTERIOR JUNCTION ALONG OR LEADING TO AN

ACCESSIBLE ROUTE OF TRAVEL.

INTERNATIONAL SYMBOL

OF ACCESSIBILITY

SCALE:

1 ACCESSIBILITY SYMBOL

3/4"=1'-0"

MAINTAIN MINIMUM REQUIRED KNEE CLEARANCE

NO SHARP/ ABRASIVE

SURFACES UNDER

LAVATORIES

CONTROL OPERATED

W/ ONE HAND MAX.

FORCE OF 5 LBS.

MIRROR, SEE DETAIL

FOR MOUNTING HEIGHT

LEVER, PUSH OR

ELECTRONICALLY

OPERATED FAUCET

INSULATE ALL PIPING

WITH REMOVABLE PVC

COVERS - USE TRUBRO

"LAV GUARD 2" OR

APPROVED EQUAL

48" MIN.

30" MIN.

ACCESSIBLE

RIM

APRON

" M

. C

MIN.8"

17" MINIMUM

19" MAX. REACH

MAX.

9" M

ROUTE

SCALE:

2 SINK CLEARANCES

N.T.S.

FROM FRONT OF

COUNTER TO FRONT OF

FAUCET CONTROL

LOCATE CENTERLINE OF

SINK AT LEAST 18" FROM

THE NEAREST VERTICAL

WALL OR SURFACE18" MIN.

1 2"

. C

" A

.F .F

" M

PROVIDE 42" BAR

(36" MIN. REQ'D)

" A

.F .F

" M

. W / T

6" MAX.

GRAB BAR

BEHIND WC

PROVIDE 48" GRAB BAR

(42" MIN. REQ'D)

T.P.

" M

(1 9"

. R

12"

MAX.

SCALE:

3 ACCESSIBLE TOILET

3/8"=1'-0"

2'-6"

(24" MIN. REQ'D)

17"-18"

(CBC 11B-604.2)

54" MIN.

7"-9"

G H

T A.

2'-6 12"

(24" MIN. REQ'D)

5'-2" CLR. (60" MIN. REQ'D)

AT REAR WALL (NO SINKS)

4'-2" CLR.

(48" MIN. REQ'D)

11 2" M

12"

MIN.

60" MIN.

36" MIN.

60" MIN.

12"

MIN.

" M

12"

MIN.

" M

SCALE:

WHEEL CHAIR

TURNING SPACE

3/8"=1'-0"

5' -0

" M

'-0 " M

5'-0" MIN. 4'-0" MIN

NOTE:

2% MAX. SLOPE IN

ANY DIRECTION, TYP.

1' -6

PUSH SIDE

PULL SIDE

2'-0" MIN.

CLR.

B INTERIOR DOORA EXTERIOR DOOR

REQ'D CLR.

SPACE

PUSH SIDEPULL SIDE5'

-0

" M

12"

MIN.

'-0

" M

5'-0" MIN. 4'-0" MIN

NOTE:

2% MAX. SLOPE IN

ANY DIRECTION, TYP.

1' -6

PUSH SIDE

PULL SIDE

2'-0" MIN.

CLR.

B INTERIOR DOORA EXTERIOR DOOR

REQ'D CLR.

SPACE

PUSH SIDEPULL SIDE

SCALE:

6 DOOR CLEARANCES

1/4"=1'-0"

F D

O O

(IF

N O

PROVIDE THIS

ADDITIONAL

SPACE IF DOOR

IS EQUIPPED

W/ BOTH A

LATCH AND A

CLOSER

SCALE:

CONTRACTED

GRADE 2 BRAILLE

N.T.S.

VERT. OR HORIZ.

BRAILLE CELL SPACING B BRAILLE DOT

ROUNDED DOT

(WITHIN A CELL)

.10" INTRA-CELL SPACING

.20"

(BETWEEN CELLS)

INTER-CELL SPACING

C BRAILLE CHARACTER NOTES

1. BRAILLE CHARACTERS: CONTRACTED GRADE 2 BRALLE.

CALIFORNIA SPACING: DOTS ARE 1/10" O.C. IN EA. CELL WITH

2/10" SPACE BETWEEN CELLS MEASURED FROM THE SECOND

COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN

OF DOTS IN THE SECOND CELL.

CHARACTER THICKNESS & SHAPE: DOTS SHALL BE RAISED

1/40" MIN. ABOVE BACKGROUND AND SHALL BE DOMED.

PER 2022 CBC, BRAILLE SHALL CONFORM TO THE FOLLOWING:

R T

O W

R T

O W

C O

T O

T (4

0" M

Y N

D O

R O

SCALE:

REQUIRED ACCESSIBLE

MOUNTING HEIGHTS

1/4"=1'-0"

D D

O R

C E

(4 0"

C /L

O F

O W

N T

O B

E C

R D

" M

. A .F

DOOR MOUNTED SIGNAGE (TYP.)

12" TYP. 12

HEIGHT OF

LETTERING

5/8" MIN. TO 2"

MAX.

UPPERCASE

CHARACTERS

LETTERING

RAISED 1 / 32"

DOOR - MOUNTED

SIGNAGE

NOTE:

1. PICTOGRAMS AND/OR LETTERING ARE NOT

REQUIRED ON DOOR - MOUNTED SIGNAGE.

2. GENDER SIGNS MUST CONTRAST FROM DOOR

3. CIRCLE AND TRIANGLE MUST CONTRAST FROM ONE

ANOTHER

SCALE:

IDENTIFICATION SYMBOL

AT SANITARY FACILITIES

3/8"=1'-0"

NOTE:

1. DOOR SIGN SHALL CONTRAST WITH DOOR SURFACE. UNISEX DOOR SIGN SHALL HAVE

TRIANGLE CONTRAST WITH THE CIRCLE AND CIRCLE CONTRAST WITH THE DOOR.

2. EACH PANEL OF DOOR SIGN SHALL BE 14" THICK MIN.

3. CORNERS SHALL BE ROUNDED 18" MIN.

4. EDGES SHALL BE CHAMFERED, BEVELED OR EASED.

MEN

WALL MOUNTED SIGNAGE TO BE LOCATED ALONGSIDE

THE DOOR AT THE LATCH SIDE. WHERE THERE IS NO

WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR,

SIGN SHALL BE LOCATED ON THE NEAREST ADJACENT

WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL

BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18

INCHES MINIMUM BY 18 INCHES MINIMUM, CENTERED

ON THE TACTILE CHARACTERS, IS

PROVIDED BEYOND THE ARC

OF ANY DOOR SWING

BEYOND THE CLOSED

POSITION AND 45°

OPEN POSITION.

A .F

.F . T

O B

O F

C H

1'-6" MIN.

SCALE:

INTERIOR SIGN

MOUNTING LOCATION

1"=1'-0"

18" MIN.

CLEAR

CENTERED ON TACTILE

CHARACTERS, THIS 18"

x 18" CLEAR SPACES

SHALL BE OUTSIDE THE

SWING OF THE DOOR

CLR.

SCALE:

ACCESSIBLE HI-LOW

DRINKING FOUNTAIN

1/2" = 1'-0'

48" CLR

" C

1' -6

" M

3' -0

32" MIN. CLR.

4' -0

" M

. C

3' -0

2' -3

. C

1'-6"

MIN.

6" MAX.

ADA DRINKING FOUNTAIN

GENERAL REQUIREMENTS:

1. LOCATE IN AN ALCOVE OR

OUT OF PEDESTRIAN WAY

A. 32" MIN. WIDTH

B. 18" MIN. DEPTH

2. SPACE UNDER FOUNTAIN

A. CLEAR KNEE SPACE

27" MIN. HT, 8" MIN DEPTH

3. BUBBLER HT 36" MAX. A.F.F.,

6" MAX. FROM FRONT

4. 30" X 48" CLEAR APPROACH

SPACE

NOTE: ALL FIXTURES SHOWN HERE ARE FOR REFERENCE ONLY.

REFER TO PLANS AND SPECIFICATIONS FOR EXACT FIXTURES IN THIS PROJECT.

F.F. F.F.

2' -3

A PLAN VIEW

B FRONT ELEVATION C SIDE ELEVATION

4'-7"

(32" MIN. CLEAR)

1-1/2"Ø S.S

GRAB BAR

RAILING

AutoCAD SHX Text

WOMEN

AutoCAD SHX Text

MEN

AutoCAD SHX Text

UNISEX

AutoCAD SHX Text

MEN

INTERIOR

DETAILS -

METAL STUD

A901 23200-A901

JTI

COPE FLANGES

OF CROSS STUD

EXISTING ROOF STRUCTURE

SCALE:

1 CONNECTION @ ROOF

N.T.S.

SCREWS AS REQ'D.

JOISTS

NON-LOAD BEARING WALL

TOP TRACK

SECTION OF STUD FOR

CROSS MEMBER AS

REQ'D. TO BRACE WALL-

SCREW AS REQ'D.

SCALE:

TYPICAL WALL

FRAMING

N.T.S.

HEADER BEAM LOCATED

AT JOIST OR RAFTER

BEARING

4. HEADERS FOR OPENINGS MAY BE LOCATED DIRECTLY ABOVE OPENING OR

AT JOIST BEARING. WHEN LOCATED AT WINDOW HEAD, CRIPPLE STUDS MUST

BE TIGHTLY SEATED FOR FULL BEARING.

2. JAMB MEMBERS MUST BE CARRIED DOWN ALL WALLS TO FOUNDATION (TYP.).

12'-0"

MAX

5. 1 12" x 2" x 16 GA. w/ (4) - #10 S. M.S.

3. STUD WEB PENETRATIONS, SEE

1. JOISTS ALIGN OVER WALL STUDS (TYP.).

NOTES:

LATERAL STABILITY BRACING

BOTH STUD FLANGES

WHERE MEMBERS ABOVE

DO NOT ALIGN, PROVIDE

ADDED VERTICAL

SCALE:

TYPICAL CORNER

FRAMING

N.T.S.

MTL. STUDS

#10 S. M.S. @ 30" O.C. METAL

STUD TO METAL STUD

#6 x 1" SELF-DRILLING

DRYWALL SCREWS AT

7" O.C. (TYP.)

5/8" TYPE "X" GYP. WALL

BOARD

BEAD

SCALE:

TYP. INTERSECTION

FRAMING

N.T.S.

STUD HEIGHT SCHEDULE

#6 x 1" SELF-DRILLING

DRYWALL SCREWS AT

7" O.C. (TYPICAL)

MTL. STUDS

(TYP.)

5/8" TYPE "X" GYP. BD.

#10 S. M.S. AT 30" O.C.

(TYPICAL)

SCALE:

HEAD @ FREE-

STANDING WALL

N.T.S.

HEADER BEAM

#10 SMS AT 12" O.C. (TYP.)

SUPPORT MEMBER

#10 S. M.S. @ TRACK (2) -

#10 S. M.S. @ STUD

3 - #10 S. M.S. EACH SIDE

COPE FLANGES TO ALLOW

EXTENSION OF THE WEB

FOR CONNECTION TO

SUPPORT MEMBER (EA.

SIDE)

SCALE:

6 TYP. HEAD & JAMB

N.T.S.

SCREWS

AS REQ'D.

EXTEND CLOSURE

TRACK AS REQUIRED

FOR HEAD AND JAMB

STRENGTH

SECTION OF STUD

(SEE FOR ALT)

SCREWS AS REQ'D.

HEAD TRACK

MULTIPLE MEMBERS

AS REQ'D. AT JAMB

MULTIPLE MEMBERS

AS REQ'D. AT HEAD

TOP TRACK

SCALE:

7 TYP. SILL & JAMB

N.T.S.

2 - 1512 SD RAMSET /

REDHEAD DRIVE PINS (TYP.)

(I.C.B.O. ER #1639) OR 12"®

ANCHOR EMBEDDED 3 12"

WITH SIMPSON "SET" EPOXY

(I.C.B.O. ER #5279) OR 12" x

2" HILTI QUIK BOLT

SILL TRACK

#10 S. M.S. AT 12"

O.C. (TYP.)

MULTIPLE MEMBERS

AS REQ'D. AT SILL

4 - #10 S. M.S.

MULTIPLE MEMBERS

AS REQ'D. AT JAMB

5/8" #8 TPI LOW PROFILE

HEAD SCREW EACH SIDE

BOTTOM TRACK

SECTION OF STUD

(SEE FOR ALT)

EXTEND CLOSURE

TRACK AS REQUIRED

FOR SILL CONNECTION

AND JAMB STRENGTH

#8 SCREWS @ 1'-4"

O.C. STAGGERED. 2 -

#8 AT EACH END OF

STUDS

JOISTS OR RAFTERS

SCALE:

8 TYP. SOLID BLOCKING

N.T.S.

STUDS

BLOCKING MATCH GAUGE AND

DEPTH OF JOIST

WHERE BLOCKING MATERIAL

THICKNESS ALLOWS, NOTCH AND

BEND TRACK 90 FOR

CONNECTION.

WHERE PROVISIONS ARE

PROVIDED FOR TRANSFER OF

FLANGE FORCES TO SOLID

BLOCKING, BLOCKING NEED NOT

BE THE FULL DEPTH OF THE

MEMBER.

CLIP ANGLE:

ATTACH TO JOIST OR STUD &

BLOCKING W/ SCREWS (TYP.)

NOTE:

SOLID

BLOCKING

USG 1 1/2" x 2" x 16 GA. CLIP

ANGLE 1/4" LESS THAN

STUD DEPTH W/ (4) 5/8" #8 -

18 TPI SCREWS REQUIRED

CLIP ANGLE: ATTACH TO JOIST

OR STUD & BLOCKING W/

SCREWS (TYP.) USG 1 12" x 2" 16

GA. CLIP ANGLE 1/4" LESS THAN

JOIST DEPTH WITH #10 S. M.S.

18 GA. TRACK OR

STUD MINIMUM

SCALE:

JOIST & STUD

WEB PENETRATIONS

N.T.S.

REINFORCEMENT REQUIRED

FOR PENETRATIONS GREATER

THAN PUNCH-OUT DEPTH

16 GA. PLATE WITH 4 - #10 S. M.S.

16 GA. SHEET METAL W/

(4) - #10 S. M.S.

OPENING

CENTERED IN WEB

NOTES:

1. FLANGES SHALL NOT BE NOTCHED OR CUT.

2. CAPACITY VERIFICATION BY DESIGN IS REQ'D. FOR ANY OPENINGS

LOCATED. AT CONCENTRATED LOADS AND BEARING ENDS.

3. FOR UNPUNCHED MEMBERS CONSULT THE MANUFACTURER.

TOP EDGE OF PENETRATION

SHALL NOT BE LOCATED ANY

HIGHER THAN THE TOP EDGE

OF THE PUNCH-OUT

STUDS

NO REINFORCEMENT REQUIRED FOR PENETRATIONS

WITH A DIAMETER LESS THAN OR EQUAL TO

PUNCH-OUT DEPTH, EXCEPT AS NOTED BELOW

JOISTS OR RAFTERS

D/3 M

AX.

2" M

IN.

"D"

SCALE:

10 DOOR JAMB @ SILL

N.T.S.

1/2" X 3-1/2" 'HILTI'

QUIK BOLT - 2 @ EA.

JAMB STUD

DOOR JAMB

SECTION OF STUD AS

REQ'D. TO STIFFEN

TRACK

5/8" #8 TPI LOW

PROFILE HEAD

SCREW EACH SIDE

SLAB ON GRADE

(EXISTING)

TRACK

SCALE:

11 DIAGONAL BRACING @ BASE

N.T.S.

3 X 3 X 3/16

STRUCT. ANGLE W/

2"Ø X 3-12" 'HILTI'

QUIK BOLT -2 (TYP.

@ EA. SIDE)

NOTE: STRAP FORCES MAY REQUIRE

ADDITIONAL STIFFENING OF THE BOTTOM

TRACK OR STRUCTURAL ANGLE

MULTIPLE 14 GA.

MEMBERS AT ENDS

ONLY

LATERAL STABILITY STRAP

(EACH SIDE)

MTL STUDS - SEE

FLOOR PLAN FOR

SIZE & GAUGE

SCREWS

AS REQ'D.

BOTTOM TRACK

SCREW STRAP

TO EACH STUD

SCALE:

JOIST HDR. TO

BUILT UP BM.

N.T.S.

USG 1 12" x 2" x 16

GA. CLIP ANGLE 14"

LESS THAN JOIST

DEPTH SEE

FASTENER

SCHEDULE FOR

CONNECTION

REQUIREMENTS

CLIP ANGLES,

1/4" LESS THAN

JOIST DEPTH OR

JOIST HANGER

ADDITIONAL MEMBERS

AS REQUIRED

JOIST & TRACK

HEADER AS REQ'D.

JOIST & TRACK

HEADER AS REQ'D.

#10 @ 12" O.C.

(TYPICAL)

SCALE:

JOISTS TO

JOIST HEADER

N.T.S.

JOIST

JOIST & TRACK

HEADER AS REQ'D.

CLIP ANGLE, 1/4"

LESS THAN

JOIST DEPTH OR

JOIST HANGER

SEE FASTENER

SCHEDULE

#10 @ 12" O.C.

(TYPICAL)

SCALE:

14 TYP. TRACK SPLICE

N.T.S.

PIECE OF METAL STUD

(SAME AS WALL FRAMING)

3 - #10 S. M.S. @ FLANGE

@ EACH SIDE OF SPLICE

12" M

IN.

NOTE: INVERT DETAIL FOR

HEAD CONDITIONS

BEND PORTION

OF WEB DOWN

AND FASTEN

TO JAMB

SILL TRACK

(3) - #10 S. M.S. FROM

CRIPPLE STUD TO JAMB

JAMB

CRIPPLE STUD

2 - #10 S. M.S. EACH

FLANGE TO JAMB

SCALE:

ALT. SILL

ATTACHMENT

N.T.S.

WALL TYPE NOTES

WALL TYPE SYMBOL:

THE SYMBOL ILLUSTRATED BELOW REPRESENTS THE TYPE OF EACH WALL INDICATED BY THE SYMBOL ON THE DRAWINGS. DETAILS OF EACH WALL TYPE ARE REFERENCED BY THE "WALL TYPE LETTER" INDICATED FIRST WITHIN EACH SYMBOL. THE DIGIT AFTER THE WALL TYPE INDICATES THE WALL METAL STUD WIDTH.REFER TO

METAL STUD SPAN TABLE & NOTES AND WALL TYPE DETAILS FOR STUD GAGE.

METAL STUD WIDTH INDICATION (REFER TO WALL

TYPE DETAILS FOR WIDTH CHART)

WALL INDICATED ON PLANS

WALL TYPE LETTER

1. REFER TO WALL TYPE AND METAL STUD FRAMING DETAILS ON SHEET A900 AND A901.

2. ALL NEW WALLS IN TOILET ROOMS AND OTHER WET WALL LOCATIONS SHALL BE FINISHED WITH WATER

RESISTANT BACKING BOARD "GREEN BOARD" COMPLYING WITH A.S.T.M. C630 AND SHALL BE INSTALLED IN

ACCORDANCE WITH CBC SECTION 2509 AND SECTIONS 1210.02 AND 1210.03.

5. ALL WALL AND CEILING FINISH MATERIALS SHALL COMPLY WITH CBC SECTION 803 AND HAVE A FLAME SPREAD INDEX NOT GREATER THAN THAT SPECIFIED IN TABLE 803.5 FOR THE GROUP AND LOCATION DESIGNATED. ALL

INSULATION TO HAVE FLAME SPREAD RATING OF LESS THAN 25.

7. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE (E) WALL TYPES/THICKNESS WITH (N) WALL TYPES.

(N) WALL TYPES SHALL MATCH (E) WALL TYPES AND HAVE FINISHES THAT ALIGN AT INFILL LOCATIONS OR

NOTED ON PLAN.

ALL WALLS SHALL BE FINISHED WITH 5/8" TYPE 'X' GYPSUM WALLBOARD CONFORMING TO A.S.T.M C 36 AND CBC SECTION 2506. ALL GYPSUM WALLLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS

OF CBC SECTION 2508.

CONTRACTOR SHALL SEAL ALL NEW GYPSUM WALL BOARD WITH PRIMER PRIOR TO APPLYING FINISH PAINT.4.

6. FIRE BLOCKING SHALL BE PROVIDED AS REQUIRED AND IN ACCORDANCE WITH CBC SECTION 717.

16" O.C 24" O.C.

"CEMCO"

STUD DESIGNATION MAXIMUM HEIGHT MIN.

Ix MIN. Sx

8. REFER TO THE ROOM FINISH SCHEDULE AND RELATED DETAILS FOR FINISHES REQUIRED AND

TO THE MANUFACTURER FOR SURFACE PREP. REQUIREMENTS.

9. REFER TO THE FLOOR PLAN, INTERIOR ELEVATIONS, DETAILS, MECH, PLUMB AND ELECTRICAL

PLANS FOR WALL BACKING REQUIREMENTS AND IN-WALL UTILITIES.

10. ALL DOOR OPENINGS UP TO 48" WIDE SHALL HAVE 20 GA. TRACK HEADER AND JAMB

STUDS EXTENDED TO STRUCTURE ABOVE.

11. PROVIDE 6" STEEL STUDS AT ALL PLUMBING WALLS AND/OR WALLS WHERE RECESSED

ELECTRICAL PANELS ARE LOCATED. U.N.O. COORDINATE WITH RELATED SUB-CONTRACTORS.

12. PROVIDE 3 5 8 "x20 GA. STEEL TRACK BACKING AT ALL WALL MOUNTED DOOR STOPS.

13. ALL STUDS SUPPORTING WALL HUNG CABINETS SHALL BE MIN 20 GA. STUDS SPACED AT 16"

O.C. MAXIMUM.

14. PROVIDE 18" MINIMUM SPACE BETWEEN ELECTRICAL BOXES AND GYP. BOARD. FILL GAP WITH

ACOUSTIC SEALANT. DO NOT ALLOW OUTLETS ON EITHER SIDE OF PARTITION TO BE IN THE

SAME STUD CAVITY.

15. COMPLY WITH THE FOLLOWING I.C.B.O. REPORTS: (OR APPROVED EQUAL)

"CEMCO"- I.C.B.O. #4943P - FOR METAL STUD FRAMING

"POWERS RAWL"- I.C.B.O. #5330 (REISSUED OCTOBER 1, 1999) - FOR POWDER DRIVEN PINS

REFER TO THE FOLLOWING TABLE FOR ALLOWABLE WALL HEIGHTS,

HEIGHTS ARE FOR NON-LOAD BEARING STEEL STUDS USED FOR INTERIOR PARTITIONS

WITH 5 8 " TYPE "X" GYPSUM WALLBOARD ON EACH SIDE.

BRACE ALL STUDS AS REQUIRED SO AS NOT TO EXCEED THOSE ALLOWABLE HEIGHTS

SET BY THE MFR. AND THE I.C.B.O. REPORT. SUBMIT FOR APPROVAL, CURRENT I.C.B.O.

REPORT PRIOR TO INSTALLATION IF DIFFERENT MANUFACTURERS ARE BEING USED.

6"x16 GA.

6"x20 GA.

8"x16 GA.

8"x20 GA.

8"x25 GA.

2"x25 GA.

8"x25 GA. 162DS25

250DS25

362DS25

362ECS20

362ECS16

600ECS20

600ECS16

8'-9" 12'-1" 15'-7" 21'-6" 25'-0" 32'-0" 37'-5"

1.673 2.664

7'-7" 10'-4" 12'-9" 18'-9" 21'-10" 28'-0" 32'-8"

.505

.798

.034

.091

.216

.034

.061

.092

.276

.440

.552

.888

16. ALL WALLS SHALL BE CONTINUOUSLY SEALED WITH ACOUSTICAL SEALANT WHEREVER IT ABUTS ANOTHER ELEMENT (I.E. WALL, COLUMN, ETC.) ALL WALL PENETRATIONS SHALL BE TREATED AND SEALED WITH ACOUSTIC SEALANT (I.E. DUCT OPENINGS, PIPE, CONDUIT, ETC). THE TOP AND BOTTOM OF WALLS SHALL BE SEALED WITH ACOUSTIC SEALANT WHERE IT MEETS THE CONCRETE SLAB OR UNDERSIDE OF ROOF ASSEMBLY. WALL FINISH SHALL BE MUDDED/TAPED, TEXTURED AND PAINTED FULL HEIGHT OF WALL (FROM

CONCRETE SLAB TO UNDERSIDE OF ROOF ASSEMBLY).

SCALE:

16 BACKING PLATE

N.T.S.

TRACK W/ 1 12" FLANGES

SCREW ATTACH TO STUDS

W/ (2) #8 TEK FASTENERS

EA. STUD. 600T 162 - 43

TRACK W/ 3 - #10 S. M.S. @

EACH STUD (TYPICAL)

METAL STUDS

@ 16" O.C.

SHEET NAME:

SET ISSUED:

JOB NO.:

2340 GARDEN ROAD, SUITE 100

MONTEREY, CALIFORNIA 93940

PHONE: 831.649.4642

FAX: 831.649.3530

WWW.WRDARCH.COM

SHEET NO.:

FILE NAME:

DRAWN BY:

CHECKED BY:

THE USE OF THE PLANS AND SPECIFICATIONS IS

RESTRICTED TO THE ORIGINAL SITE FOR WHICH

THEY WERE PREPARED, AND PUBLICATION

THEREOF IS EXPRESSLY LIMITED TO SUCH USE.

REUSE, REPRODUCTION OR PUBLICATION BY

ANY METHOD IN WHOLE OR IN PART IS

PROHIBITED. TITLE TO THE PLANS AND

SPECIFICATIONS REMAINS WITH THE ARCHITECT,

AND VISUAL CONTACT WITH THEM

CONSTITUTES PRIMA FACIE EVIDENCE OF THE

ACCEPTANCE OF THESE RESTRICTIONS.

PLOT DATE:

PRINT DATE:

2.17.2025

24068

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M U

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O M

S R

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F H

N E

O R

C O

M M

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-1

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2/18/2025 PRICING SET

THE USE OF THESE PLANS AND SPECIFICATIONS

SHEET NUMBER

CHECKED BY:

DRAWN BY:

ENGINEER BY:

NO.

ACCEPTANCE OF THESE RESTRICTIONS.

CONSTITUDES PRIMA FACIE EVIDENCE OF THE

ENGINEER AND VISUAL CONTACT WITH THEM

SPECIFICATIONS REMAINS WITH THE

PART IS PROHIBITED. TITLE TO THE PLANS AND

PUBLICATION BY ANY METHOD IN WHOLE OR IN

PUBLICATION THEREOF IS EXPRESSLY LIMITED

IS RESTRICTED TO THE ORIGINAL SITE FOR

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