Plans Final CHS Pool.pdf

ABBREVIATION LEGEND

@ AT CER CERAMIC FF FINISHED FLOOR LONG LONGITUDINAL REQ'D REQUIRED

? DIAMETER CI CAST IRON FLR FLOOR LVR LOUVER REV REVISION

? CENTER LINE CIP CAST IN PLACE FN FIELD NAILING LWC LIGHT WEIGHT CONCRETE RFL REFLECT

A/C AIR CONDITIONING CJ CONTROL JOINT FOC FACE OF CONCRETE MAS MASONRY RM ROOM

AB ANCHOR BOLT CLG CEILING FOM FACE OF MASONRY MAX MAXIMUM RO ROUGH OPENING

ABC AGGREGATE BASE COURSE CLR CLEARANCE FOS FACE OF STUDS MECH MECHANICAL RR ROOF RAFTER

ABV ABOVE CNTR CENTER FP FIRE PROOF MED MEDIUM S.A.D. SEE ARCHITECTURAL

DETAILS

ACC ACCOUSTICAL COL COLUMN FTG FOOTING MET METAL SCH SCHEDULE

ACP ASPHALT CONCRETE PAVING COMB COMBINATION GA GAUGE MFG MANUFACTURER SD STORM DRAIN

ADA ACCESSIBLE CONC CONCRETE GAL GALVANIZED MH MANHOLE SHT SHEET

ADH ADHESIVE CONST CONSTRUCTION GD GRADE MIN MINIMUM SIM SIMILAR

ADJ ADJACENT CONT CONTINUOUS GL GLASS MISC MISCELLANEOUS SQ SQUARE

AFF ABOVE FINISH FLOOR CORR CORRUGATED GPM GALLONS PER MINUTE MTD MOUNT SS STAINLESS STEEL

AG ABOVE GRADE CPT CARPET HB HOSE BIB N NEW ST STEEL

AGG AGGREGATE CT CERAMIC TILE HBD HARDBOARD NIC NOT IN CONTRACT STD STANDARD

AL ALUMINUM DEMO DEMOLISH HC HOLLOW CORE NOM NOMINAL STR STRUCTURAL

ALT ALTERNATE DF DRINKING FOUNTAIN HD HEAVY DUTY NTS NOT TO SCALE SUS SUSPENDED

ANOD ANODIZED DIM DIMENSION HDR HEADER O.C. ON CENTER SYM SYMMETRICAL

AP ACCESS PANEL DWG DRAWING HDW HARDWARE O.C.E.W. ON CENTER EACH WAY T&B TOP AND BOTTOM

ASPH ASPHALT E EXISTING HORIZ HORIZONTAL OH OVERHEAD T&G TONGUE AND GROOVE

AUTO AUTOMATIC E.F. EACH FACE HT HEIGHT OPG OPENING TEL TELEPHONE

BD BOARD E.W. EACH WAY HVAC HEATING, VENTILATION, &

AIR CONDITIONING PAR PARALLEL THK THICKNESS

BEL BELOW EJ EXPANSION JOINT HWD HARDWOOD PB PANIC BAR THR THRESHOLD

BET BETWEEN ELEC ELECTRICAL HWH HOT WATER HEATER PCC PRECAST CONCRETE TOC TOP OF CONCRETE

BLDG BUILDING ELEV ELEVATION INCL INCLUDE PERF PERFORATED TOM TOP OF MASONRY

BLKG BLOCKING EMBED EMBEDMENT INSUL INSULATED PLY PLYWOOD TOW TOP OF WALL

BM BENCH MARK ENC ENCLOSURE INT INTERIOR PNL PANEL TRANS TRANSVERSE

BN BOUNDARY NAILING EQ EQUAL JB JUNCTION BOX POC POINT OF CONNECTION TYP TYPICAL

BOG BOTTOM OF GUTTER EQPT EQUIPMENT LAD LADDER PSF POUNDS PER SQUARE FEET U.N.O. UNLESS NOTED OTHERWISE

BOT BOTTOM EST ESTIMATE LAM LAMINATE PSI POUNDS PER SQUARE

INCHES VERT VERTICAL

BRZ BRONZE EXT EXTERIOR LAV LAVATORY PVC POLYVINYL CHLORIDE W/ WITH

BWL BELOW WATER LEVEL FA FIRE ALARM LB LAG BOLT R RADIUS W/O WITHOUT

CAB CABINET FD FLOOR DRAIN LG LIFEGUARD RD ROOF DRAIN WD WOOD

CB CATCH BASIN FDN FOUNDATION LGT LIGHT REF REFERENCE WH WATER HEATER

CEM CEMENT FE FIRE EXTINGUISHER LL LIVE LOAD REINF REINFORCEMENT WP WATERPROOFING

1981 NORTH BROADWAY, SUITE 385

WALNUT CREEK, CA 94596

PH. (925) 609-7224

www.terracon.com

REV

DATE DESCRIPTION

PROJECT NO:

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N A T A T O

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BE206054

AS NOTED

04/21/2021

GEOTECHNICAL

ENVIRONMENTAL

STRUCTURAL

INSPECTIONS & TESTING

LABORATORY SERVICES

POOL ENGINEERING

AQUATIC DESIGN

Copyright Ó Terracon Consultants, Inc.-All Rights Reserved-This document was prepared for use only by the client, only for the purposes stated, and within a reasonable time from issuance.2022

B. ROGERS

SCALE:

DATE:

DRAWN:

REVIEWED:

APPROVED:

ADDENDUM B

05/13/21 ADDENDUM #1

E. NUÑEZ

J. McCLELLAND

01/07/22 ADDENDUM B

B

CENTENNIAL UNION HIGH SCHOOL

NATATORIUM RENOVATION

3505 S.E. 182ND AVE.

GRESHAM, OREGON

VICINITY MAP

N.T.S.

OWNER:

CENTENNIAL UNION HIGH SCHOOL

3505 S.WE. 182 ND AVE.

GRESHAM, OREGON

CONSULTANTS:

ARCHITECT:

TERRACON CONSULTANTS, INC.

1981 NORTH BROADWAY, SUITE 385

WALNUT CREEK, CA 94596

CONTACT: JIM MCCLELLAND

PHONE: (925) 609-7224

AQUATICS:

TERRACON CONSULTANTS, INC.

1981 NORTH BRODWAY, SUITE 385

WALNUT CREEK, CA 94596

CONTACT: JIM MCCLELLAND

PHONE: (925) 609-7224

STRUCTURAL:

TERRACON CONSULTANTS, INC.

21905 64TH AVE. W. STE 100

MOUNTLAKE TERRACE, WA 98043

CONTACT: WILL WATSON

PHONE: (425) 771-3304

G0.0

C O

V E R

S H

E E T

SITE DATA

LOT SIZE 6.7 ACRES

APN R337662

TYPE OF CONSTRUCTION II

SPRINKLERED YES

OCCUPANCY

BATHHOUSE BUILDING A-3

EQUIPMENT ROOM B

POOL A-4

BASIC

ALLOWABLE AREA 46,500 SF

ACTUAL AREA 9,718 SF

OCCUPANT LOAD:

ROOM AREA (S.F.) FACTOR OCCUPANT LOAD

NATATORIUM 4,286 50 86

GIRLS LOCKER ROOM 498 50 10

BOYS LOCKER ROOM 341 50 7

OFFICES 564 100 6

POOL EQUIPMENT ROOM 897 300 3

SWIMMING POOL 3,154 20 158

TOTAL 269

NATATORIUM EXIT TABLE

EXITS REQUIRED 3

EXITS PROVIDED 3

EXIT WIDTH REQUIRED 54 INCHES

EXIT WIDTH PROVIDED 108 INCHES

JOB DESCRIPTION:

1. DEMOLITION OF EXISTING SWIMMMING POOL FLOOR, POOL EQUIPMENT, AND HVAC SYSTEMS.

2. RENOVATIONS TO EXISTING HVAC SYSTEMS

3. RENOVATION TO SWIMMING POOL INCLUDING A NEW POOL FLOOR AND NEW RECIRCULATION

EQUIPMENT.

APPLICABLE CODES:

1. 2018 INTERNATIONAL BUILDING CODE (IBC)

2. 2019 INTERNATIONAL FIRE CODE (IFC)

3. 2019 NATIONAL ELECTRICAL CODE (NEC)

4. 2019 INTERNATIONAL MECHANICAL CODE (IMC)

5. 2019 INTERNATIONAL PLUMBING CODE (IPC)

ADDITIONAL CODES & REGULATIONS:

CONSTRUCTION SHALL CONFORM TO THE FOLLOWING CODES & REGULATIONS:

● ALL APPLICABLE LOCAL LAWS AND CODES

● OREGON ADMINISTRATIVE RULES CHAPTER 33 - DIVISION 60 PUBLIC SWIMMING POOLS.

● TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHALL REGULATIONS

● 2019 ASME A17.1/CSA B44-13 SAFETY CODE FOR ELEVATORS AND ESCALATORS

● SAFETY DURING CONSTRUCTION SHALL COMPLY WITH IFC CHAPTER 14

● GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD ACCESS REQUIREMENTS, AND ENVIRONMENTAL

HEALTH CONSIDERATIONS SHALL COMPLY WITH ALL LOCAL ORIDNANCES

● SWIMMING POOLS SHALL COMPLY WITH ALL LOCAL HEALTH DEPARTMENT REQUIREMENTS

APPLICABLE FIRE PREVENTION STANDARDS:

● NFPA 17 - STANDARD FOR DRY CHEMICAL EXTINGUISHING SYSTEMS, 2013 EDITION

● NFPA 17A - STANDARD FOR WET CHEMICAL EXTINGUISHING SYSTEMS, 2012 EDITION

● NFPA 72 - NATIONAL FIRE ALARM AND SIGNALING CODE (CA AMENDED), 2016 EDITION

● NFPA 2001 - STANDARD ON CLEAN AGENT FIRE EXTINGUISHING SYSTEMS, 2016 EDITION

● UL 464 - AUDIBLE SIGNALING DEVICES FOR FIRE ALARM AND SIGNALING SYSTEMS, INCLUDING

ACCESSORIES 2005 R2010

● UL 521 - STANDARD FOR HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SYSTEMS, INCLUDING

ACCESSORIES 2003 EDITION

● UL 521 - STANDARD FOR SIGNALING DEVICE FOR THE HEARING IMPAIRED, 1999 EDITION

GENERAL SHEET INDEX

SHEET NO. SHEET TITLE

G0.0 COVER SHEET

G0.1 GENERAL NOTES

G0.2 ACCESSIBILITY DETAILS

G0.3 ACCESSIBILITY DETAILS

G1.0 PROJECT SITE PLAN

DEMOLITION SHEET INDEX

SHEET NO. SHEET TITLE

D1.0 NATATORIUM BASEMENT DEMO PLAN

D1.1 NATATORIUM FIRST FLOOR DEMO PLAN

D1.2 NATATORIUM REFLECTED CEILING DEMO PLAN

D1.3 SWIMMING POOL DEMO PLAN

ARCHITECTURAL SHEET INDEX

SHEET NO. SHEET TITLE

A1.0 NATATORIUM BASEMENT PLANS

A1.1 NATATORIUM FLOOR PLAN

A1.2 NATATORIUM REFLECTED CEILING PLAN

A2.1 NATATORIUM INTERIOR ELEVATIONS

STRUCTURAL SHEET INDEX

SHEET NO. SHEET TITLE

S1.0 STRUCTURAL GENERAL NOTES

S2.0 NATATORIUM STRUCTURAL REPAIR PLANS & DETAILS

AQUATIC SHEET INDEX

SHEET NO. SHEET TITLE

SP1.0 SWIMMING POOL SITE PLAN

SP1.1 SWIMMING POOL LAYOUT PLAN

SP1.2 SWIMMING POOL SECTIONS

SP1.3 SWIMMING POOL DESIGN DETAILS

SP2.0 SWIMMING POOL STRUCTURAL PLAN

SP2.1 SWIMMING POOL STRUCTURAL DETAILS

SP3.0 SWIMMING POOL PIPING PLANS

SP3.1 SWIMMING POOL PIPING DETAILS

SP4.0 SWIMMING POOL EQUIPMENT ROOM PLANS

SP4.1 POOL EQUIPMENT ROOM DETAILS

SP4.2 POOL EQUIPMENT ROOM DETAILS

SP4.3 POOL BALANCE TANK PLAN & DETAILS

SP4.4 POOL EQUIPMENT ROOM ANCHORAGE DETAILS

SP4.5 POOL EQUIPMENT ROOM PIPE SUPPORT DETAILS

B

1981 NORTH BROADWAY, SUITE 385

WALNUT CREEK, CA 94596

PH. (925) 609-7224

www.terracon.com

REV

DATE DESCRIPTION

PROJECT NO:

C E N

T E N

N I A L

U

N I O

N

H

I G

H

S C H

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N A T A T O

R I U

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R E N

O V A T I O

N

S E

N

D

A V E

G R E S H

A M

O

R E G

O N

BE206054

AS NOTED

04/21/2021

GEOTECHNICAL

ENVIRONMENTAL

STRUCTURAL

INSPECTIONS & TESTING

LABORATORY SERVICES

POOL ENGINEERING

AQUATIC DESIGN

Copyright Ó Terracon Consultants, Inc.-All Rights Reserved-This document was prepared for use only by the client, only for the purposes stated, and within a reasonable time from issuance.2022

B. ROGERS

SCALE:

DATE:

DRAWN:

REVIEWED:

APPROVED:

ADDENDUM B

05/13/21 ADDENDUM #1

E. NUÑEZ

J. McCLELLAND

01/07/22 ADDENDUM B

B

G0.1

G E N

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N

O T E S

GENERAL NOTES:

1. ALL WORK SHALL CONFORM TO IBC 2019 EDITION AND ALL AMENDMENTS THERETO BY THE LOCAL

AUTHORITIES.

2. INTERPRETATION OF DRAWINGS & SPECIFICATIONS

A. FOR CONVENIENCE, SPECIFICATIONS HAVE BEEN PREPARED FOR THIS PROJECT AND ARE

ARRANGED IN SEVERAL SECTIONS, BUT SUCH SEPARATION SHALL NOT BE CONSIDERED AS THE

LIMITS OF THE WORK REQUIRED OF ANY SEPARATE TRADE. THE TERMS AND CONDITIONS OF

SUCH LIMITATIONS ARE WHOLLY BETWEEN THE CONTRACTOR AND HIS SUBCONTRACTORS.

B. IN GENERAL, THE WORKING DETAILS WILL INDICATE DIMENSIONS, POSITION AND KIND OF

CONSTRUCTION, AND THE SPECIFICATIONS, QUALITIES AND METHODS. ANY WORK INDICATED

ON THE WORKING DETAILS AND NOT MENTIONED IN THE SPECIFICATION, OR VICE VERSA, SHALL

BE FURNISHED AS THOUGH FULLY SET FORTH IN BOTH. WORK NOT PARTICULARLY DETAILED,

MARKED OR SPECIFIED, SHALL BE THE SAME AS SIMILAR PARTS THAT ARE DETAILED, MARKED OR

SPECIFIED. IF CONFLICTS OCCUR BETWEEN DRAWINGS AND/OR SPECIFICATIONS, THE ENGINEER

SHALL BE NOTIFIED IMMEDIATELY.

C. SHOULD AN ERROR APPEAR IN THE WORKING DETAILS OR SPECIFICATIONS OR IN WORK DONE BY

OTHERS AFFECTING THIS WORK, THE CONTRACTOR SHALL NOTIFY THE ENGINEER/ARCHITECT AT

ONCE AND IN WRITING. IF THE CONTRACTOR PROCEEDS WITH THE WORK SO AFFECTED WITHOUT

HAVING GIVEN SUCH WRITTEN NOTICE AND WITHOUT RECEIVING THE NECESSARY APPROVAL,

DECISION OR INSTRUCTIONS IN WRITING FROM THE OWNER, THEN HE SHALL HAVE NO VALID

CLAIM AGAINST THE OWNER, FOR THE COST OF SO PROCEEDING AND SHALL MAKE GOOD ANY

RESULTING DAMAGE OR DEFECT. NO VERBAL APPROVAL, DECISION, OR INSTRUCTION SHALL BE

VALID OR BE THE BASIS FOR ANY CLAIM AGAINST THE OWNER, ITS OFFICERS, EMPLOYEES OR

AGENTS. THE FOREGOING INCLUDES TYPICAL ERRORS IN THE SPECIFICATIONS OR NOTATIONAL

ERRORS IN THE WORKING DETAILS WHERE THE INTERPRETATION IS DOUBTFUL OR WHERE THE

ERROR IS SUFFICIENTLY APPARENT AS TO PLACE A REASONABLY PRUDENT CONTRACTOR ON

NOTICE THAT, SHOULD HE ELECT TO PROCEED, HE IS DOING SO AT HIS OWN RISK.

3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHERE A CONFLICT OR DISCREPANCY OCCURS

BETWEEN THE DESIGN DRAWINGS AND ANY OTHER PORTION OF THE CONTRACT DOCUMENTS OR

EXISTING FIELD CONDITIONS. SUCH NOTIFICATION SHALL BE GIVEN IN DUE TIME SO AS NOT TO

AFFECT THE CONSTRUCTION SCHEDULE.

4. IN CASE OF A CONFLICT BETWEEN DESIGN DRAWINGS AND SPECIFICATIONS THE MORE RESTRICTIVE

CONDITION SHALL TAKE PRECEDENCE UNLESS WRITTEN APPROVAL HAS BEEN GIVEN FOR THE LEAST

RESTRICTIVE.

5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH PROJECT DOCUMENTS PRIOR TO COMMENCING

ANY WORK.

6. WHERE NO SPECIFIC DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO

THAT INDICATED FOR LIKE CASES OF CONSTRUCTION ON THIS PROJECT. SHOULD THERE BE ANY

QUESTION, CONTACT THE ARCHITECT AND ENGINEER PRIOR TO PROCEEDING.

7. ANY SUBSTITUTIONS OR ALTERNATE DETAILS SHALL BE REVIEWED BY THE ARCHITECT/ENGINEER.

SUCH REVIEW WILL REQUIRE A TIME AND MATERIALS CONTRACT TO BE SET UP WITH THE GENERAL

CONTRACTOR WITH NO GUARANTEE THAT THE SUBSTITUTION WILL BE ALLOWED.

8. DO NOT SCALE DRAWINGS. CONTACT THE ARCHITECT OR ENGINEER FOR ANY DIMENSIONS NOT

SHOWN.

9. VERIFY EXACT LOCATIONS AND SIZES OF HOLES IN FLOOR, AND ROOF FOR PLUMBING, HVAC, AND

ELECTRICAL WITH RESPECTIVE CONTRACTORS AND SUB-CONTRACTORS.

10. THE UNDERGROUND SERVICES AND UTILITIES SHOWN ON THE DRAWINGS REFLECT BEST AVAILABLE

INFORMATION, HOWEVER, EXACT LOCATIONS FOR EACH SHALL BE VERIFIED IN THE FIELD BY THE

CONTRACTOR BEFORE EXCAVATING, THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY

TO LOCATE AND PROTECT ANY UNDERGROUND OR CONCEALED CONDUIT, PLUMBING, OR OTHER

UTILITIES WHERE NEW WORK IS BEING PERFORMED.

11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SCHEDULING, COORDINATION MEANS AND

METHODS.

12. IN GENERAL FLOOR DRAINS SHOWN ON DRAWINGS SHALL BE SET AT (-0-1/4”) RELATIVE TO THE

ROOM FINISH FLOOR ELEVATION UNLESS OTHERWISE NOTES ON DRAWINGS.

13. ALL FLOORS IN TOILETS SHALL HAVE POSITIVE SLOPE TO DRAINS.

14. VERITY LOCATION, AREAS AND DEPTH OF DEPRESSED STRUCTURAL CONCRETE SLABS FOR FLOOR

FINISH MATERIAL(S). SEE ROOM FINISH SCHEDULE.

15. PROVIDE WALL REINFORCING FOR EQUIPMENT SUPPORTS WHERE REQUIRED FOR EQUIPMENT

BACKING. U.N.O.

16. FOR CLARITY, THERMAL INSULATION HAS NOT GENERALLY BEEN SHOWN ON PLANS AND DETAILS.

REFER TO SPECIFICATIONS FOR R-VALUES IN WALL AND ROOF.

17. PAINTING: CONTRACTOR SHALL VERIFY PAINT LOCATIONS AND COLORS OF PAINTS AND STAINS

WITH ARCHITECT BEFORE APPLICATION.

18. ICBO REPORT NUMBERS WHERE SHOWN ON DRAWINGS AND IN THE SPECIFICATIONS ARE SHOWN

ONLY TO INDICATE THE REQUIREMENTS BY THE GOVERNING JURISDICTION INFORMATION FROM

OTHER PROJECTS WITH APPROVED ICBO REPORT NUMBERS MAY BE USED IF SUBMITTED TO THE

ARCHITECT FOR REVIEW & APPROVAL PRIOR TO INSTALLATION.

19. DUST CONTROL SHALL BE REQUIRED TO CONTROL DUST, NOISE AND OTHER TYPICAL

ENVIRONMENTAL IMPACTS THROUGHOUT THE CONTRACT DURATION. DUST GENERATED ON THE

PROJECT SITE SHALL BE CONTROLLED BY WATERING ALL EXPOSED AREAS AT LEAST TWICE DAILY

DURING EXCAVATION AND DURING CLEARING AND GRADING OPERATIONS. ADDITIONAL WATERING

ON WINDY OR HOT DAYS MAY BE REQUIRED TO REDUCE DUST EMISSIONS. COVER STOCKPILES OF

SAND, SOIL, AND SIMILAR MATERIALS WITH A TARP. COVER TRUCKS HAULING DIRT OR DEBRIS TO

AVOID SPILLAGE. THE CONTRACTOR SHALL DESIGNATE A PERSON TO OVERSEE THE

IMPLEMENTATION OF DUST CONTROL.

20. CONSTRUCTION HOURS WILL BE LIMITED, SEE SPECIFICATIONS.

21. CARE MUST BE TAKEN BY ALL TRADES TO COORDINATE LOCATIONS OF UNDERGROUND PIPING AND

CONDUITS TO ASSURE NO CONFLICTS. ALL PIPING SHOWN HEREIN IS DIAGRAMMATIC IN NATURE

UNLESS OTHERWISE NOTED.

22. TEMPORARY FENCING AND CONTRACTOR STAGING AREA TO BE SUBMITTED BY THE CONTRACTOR

TO THE OWNER FOR APPROVAL.

23. ALL PLUMBING PENETRATIONS THRU WALLS WHICH REQUIRE PROTECTED OPENINGS (FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS) ARE REQUIRED TO BE GALVANIZED OR CAST IRON PIPING TO

PROTECT AGAINST RODENT PASSAGE.

PROJECT ACCESSIBLITY NOTES:

1. SANITARY FACILITIES AND DRINKING FOUNTAINS SHALL BE ACCESSIBLE TO THE PHYSICALLY

DISABLED.

2. ALL PRIMARY ENTRANCES & EXITS TO BUILDINGS SHALL BE ACCESSIBLE.

3. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND

5 POUNDS FOR INTERIOR DOORS, SUCH PUSH OR PULL EFFORT BEING APPLIED AT RIGHT ANGLES TO

HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. FIRE DOORS ARE NOT

TO EXCEED 15 POUNDS.

4. THRESHOLDS SHALL NOT EXCEED ½” IN HEIGHT AT 1:2 MAXIMUM SLOPE.

5. FLUSH CONTROLS SHALL BE HAND OPERATED AND SHALL BE MOUNTED 36 INCHES ABOVE THE

FLOOR

6. WATER CLOSETS SHALL HAVE FLUSH CONTROL OSCILLATING LEVEL HANDLE MAXIMUM OPERATION

FORCE NOT TO EXCEED 5 POUNDS.

7. AT WATER CLOSETS, VALVE HANDLES SHALL BE ON THE APPROACH SIDE OF THE FIXTURE.

8. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT LEAST 29 INCHES FROM

FLOOR TO THE BOTTOM OF THE APRON AND 8 INCHES FROM THE BOTTOM EDGE OF THE APRON TO

ANY OBSTRUCTION, WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 17

INCHES DEEP FRONT OF THE LAVATORY.

9. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED.

THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.

10. 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 SHALL BE

NOT GREATER THAN FIVE POUNDS.

11. ALL WALKS AND SIDEWALKS ACCESSIBLE TO THE HANDICAPPED SHALL HAVE A CONTINUOUS

COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING ½

INCH, AND SHALL BE A MINIMUM OF 48 INCHES IN WIDTH.

12. SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BE AT LEAST AS SLIP-RESISTANT

AS THAT DESCRIBED AS A MEDIUM BROOM FINISH.

13. SURFACE CROSS SLOPE SHALL NOT EXCEED 2% IN ANY DIRECTION.

14. WALKS, SIDEWALKS, AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE FOR

GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL

BE LIMITED TO 1/2 INCH IN THE DIRECTION OF TRAFFIC FLOW.

15. ALL WALKS OR AREAS ADJACENT TO EACH ACCESS DOOR SHALL HAVE A LEVEL AREA NOT LESS THAN

60” X 60” WITH AT LEAST 24” WIDE LEVEL AREA EXTENDING FROM THE STRIKE SIDE OF THE DOOR.

16. EXTERIOR ACCESSIBILITY SIGNS: SEE: “IDENTIFYING DEVICES” IN THE SPECIFICATIONS.

17. ALL FACILITIES SHALL BE ACCESSIBLE FOR PHYSICALLY HANDICAPPED PER IBC CHAPTER 11B.

18. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH DOOR SWINGS SHALL EXTEND 24 INCHES

PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18 INCHES PAST THE STRIKE EDGE

OF INTERIOR DOORS. THE WIDTH OF THE LEVEL AREA ON THE OTHER SIDE OF EITHER DOOR SHALL

EXTEND 12 INCHES PAST THE STRIKE SIDE EDGE OF THE DOOR.

19. ALL EMERGENCY EXITING ALARMS AND SIGNAGE SHALL COMPLY WITH FEDERAL, STATE AND

MUNICIPAL CODES FOR ACCESSIBILITY.

20. CONTRACTOR SHALL ALLOW FOR APPLIED FINISH DIMENSIONS IN ADDITION TO STANDARD

CONSTRUCTION TOLERANCES IN ACHIEVING ALL ACCESSIBILITY CLEARANCES PER DRAWINGS

AND/OR TITLE 24 GUIDELINES.

21. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2". WHEN THESE

CHANGES DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2, EXCEPT LEVEL

CHANGES NOT EXCEEDING 1/4" VERTICAL.

22. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD UNIVERSAL

ACCESSIBILITY SIGN AND WITH ADDITIONAL SIGNS AS REQ'D, VISIBLE FROM APPROACHING

PEDESTRIAN WAYS.

23. TOILET ROOM ACCESSORY OPERATING PARTS SHALL BE WITHIN 40" AFF.

ARCHITECTURAL GENERAL NOTES:

1. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS INCLUDING THE DRAWINGS, ALL

ADDENDA, BULLETINS, CHANGE DIRECTIVES, ETC.

2. THE GENERAL CONTRACTOR (GC) SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND

FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR

OMISSIONS, ETC., SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT & OWNER IN WRITING, FOR

CLARIFICATION PRIOR TO THE PERFORMANCE OF ANY WORK IN QUESTION. THE GC SHALL BE

RESPONSIBLE FOR CORRECTION OF ALL WORK, AS DIRECTED BY ARCHITECT, FOR WHICH THE

ARCHITECT WAS NOT NOTIFIED OF CONFLICTS OR DISCREPANCIES IN ADVANCE.

3. ALL WORK SHALL BE PERFORMED DURING REGULAR BUSINESS HOURS WHENEVER POSSIBLE. WORK

INVOLVING EXCESSIVE NOISE OR DUST, OR WHICH WOULD OTHERWISE INTERFERE WITH THE

NORMAL OPERATION OF THE FACILITY/TENANTS SHALL BE DONE ON AN OVERTIME, NON-REGULAR

BUSINESS HOUR BASIS TO BE COORDINATED WITH THE OWNER.

4. "ALIGN" SHALL MEAN ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE

5. "TYPICAL" OR "TYP" SHALL MEAN THAT THE CONDITION IS REPRESENTATIVE OF SIMILAR CONDITIONS

THROUGHOUT, UNLESS OTHERWISE NOTED (U.O.N.). DETAILS ARE USUALLY KEYED AND NOTED "TYP"

ONLY ONCE.

6. "SIMILAR" OR "SIM" MEANS COMPARABLE CHARACTERISTICS FOR CONDITIONS NOTED. VERIFY

DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS.

7. WORK AREAS ARE TO REMAIN SECURE AND LOCKABLE DURING CONSTRUCTION. GC SHALL

COORDINATE WITH OWNER TO ENSURE SECURITY. FINAL CLEANING INCLUDES, BUT IS NOT LIMITED

TO, CLEANING OF ALL GLASS, GLOSSY SURFACES, FLOORS, DOORS, FRAMES, AND WALL BASE.

8. EACH SHEET OF THE CONTRACT DOCUMENTS ARE COMPLEMENTARY. WHAT IS SHOWN OR

REFERRED TO ON ONE SHEET, AT A GIVEN CONDITION SHALL BE PROVIDED AS THOUGH SHOWN ON

ALL SHEETS, DEPICTING THAT CONDITION, U.O.N.

9. SUBSTITUTIONS, REVISIONS, OR CHANGES SHALL BE SUBMITTED TO ARCHITECT & OWNER (IN

CONFORMANCE WITH SPECIFIED PROCEDURES) PRIOR TO PURCHASE, FABRICATION, OR

INSTALLATION. SUBSTITUTIONS WILL ONLY BE APPROVED WHEN THERE IS A CLEAR BENEFIT TO THE

PROJECT.

10. THE G.C. SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT LIGHTING, FIRE

PROTECTIVE DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES AND TO THE

SATISFACTION OF THE OWNER.

11. ALL WORK SHALL BE COORDINATED WITH THE BUILDING OWNER INCLUDING SCHEDULING TIME AND

LOCATIONS FOR DELIVERIES, SITE ACCESS, USE OF SITE FACILITIES, ETC.

12. THE SCOPE OF WORK AND ADJACENT AREAS (INCLUDING "ACCESSIBLE PATH" WHERE IT APPLIES TO

THIS WORK) SHALL BE PROTECTED FROM ANY DAMAGE THAT OCCURS BECAUSE OF THIS WORK. ANY

DAMAGE THAT OCCURS SHALL BE THE FINANCIAL RESPONSIBILITY OF THE GC.

13. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED, AND CONDITIONED PER MANUFACTURER'S RECOMMENDATIONS

AND/OR INSTRUCTIONS. IN THE CASE OF DIFFERENCES BETWEEN THE MANUFACTURER'S

INSTRUCTIONS AND THE CONTRACT DOCUMENTS, THE GC SHALL NOTIFY THE ARCHITECT AND

OWNER BEFORE PROCEEDING.

14. THE GC SHALL HAVE A FULL-TIME TRAINED AND COMPETENT SUPERVISION PRESENT ON THE JOB

SITE AT ALL TIMES WHILE CONSTRUCTION ACTIVITIES ARE UNDERWAY.

15. AT COMPLETION OF PROJECT, CONTRACTOR, ARCHITECT AND OWNER SHALL MEET, INSPECT

FINISHED WORK, AND PREPARE A PUNCH-LIST OF ITEMS TO BE REMEDIED BY THE CONTRACTOR.

16. AIA DOCUMENT A201, GENERAL CONDITIONS FOR THE PERFORMANCE OF A CONTRACT, LATEST

EDITION, ARE HEREBY INCORPORATED INTO THESE DRAWINGS AND SHALL BE CONSIDERED AS PART

OF THE REQUIREMENTS FOR THE COMPLETION OF WORK.

17. CONTRACTOR SHALL FAMILIARIZE ITSELF WITH ALL BUILDING RULES, REGULATIONS AND

SPECIFICATIONS, INCLUDING, BUT NOT LIMITED TO, ACCESS HOURS, NOISE RESTRICTIONS AND

OTHER ITEMS THAT MAY IMPACT SCHEDULE OR COST. ALL SUCH FACTORS SHALL BE INCLUDED IN

ALL BIDS AND PRICING.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER

ITS JURISDICTION.

19. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION

BEYOND THE CONTRACT AMOUNT WITHOUT AUTHORIZATION IN WRITING FROM THE ARCHITECT OR

CLIENT'S AGENT. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR

ADDITIONAL COMPENSATION.

20. UPON COMPLETION OF WORK, OR SHORTLY BEFORE, THE CONTRACTOR SHALL PREPARE A

COMPREHENSIVE LIST OF ITEMS TO BE COMPLETED OR CORRECTED AND SUBMIT IT TO THE

ARCHITECT PRIOR TO THE ARCHITECT'S OWN PUNCH LIST.

21. CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS OF ANY AND ALL

MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING, PLUMBING, AND SPRINKLER EQUIPMENT (TO

INCLUDE ALL PIPING, DUCTWORK, AND CONDUIT) AND THAT ALL REQUIRED CLEARANCES FOR

INSTALLATION AND MAINTENANCE ARE PROVIDED. CONTRACTOR TO NOTIFY ARCHITECT AND

BUILDING MANAGER IN WRITING IF CONFLICTS EXIST.

22. THE CONTRACTOR AND SUBCONTRACTORS SHALL VERIFY THE LAYOUT AND EXACT LOCATION OF ALL

IMPROVEMENTS WITH ARCHITECT IN THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION.

CHARGES WILL NOT BE ACCEPTED FOR WORK NOT REVIEWED.

23. CONTRACTOR TO PROVIDE STRICT CONTROL OF JOB CLEANING AND PREVENT DUST AND DEBRIS

EMANATING FROM CONSTRUCTION AREA. THE CONTRACTOR SHALL THOROUGHLY EXAMINE THE

PREMISES AND SHALL BASE THEIR BID ON EXISTING CONDITIONS.

24. THE CONTRACTOR SHALL NOT BE RELIEVED OF ANY CONTRACT RESPONSIBILITY RESULTING FROM

ARCHITECT'S FAILURE TO DETECT SHOP DRAWING ERRORS AND OMISSIONS IN CONFLICT WITH THE

CONTRACT DOCUMENTS.

25. CONTRACTOR SHALL PROVIDE PROTECTION TO ALL ADJACENT EXISTING IMPROVEMENTS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED THEREIN DURING

CONSTRUCTION, AS DIRECTED BY THE OWNER.

26. THE CONTRACTOR SHALL AVOID ANY CONFLICT AND INTERFERENCE WITH NORMAL CAMPUS

OPERATIONS BY COMPLYING WITH THE RULES AND REGULATIONS REGARDING SCHEDULING OF

DELIVERIES, HANDLING OF MATERIALS, EQUIPMENT AND DEBRIS.

27. THE DESIGN SUBMITTED FOR THE BUILDING PERMIT SUBSTANTIALLY CONFORMS TO OREGON

STRUCTURAL SPECIALTY CODE. EXECUTE WORK IN ACCORDANCE WITH ANY AND ALL APPLICABLE

CODES, MANUFACTURERS' RECOMMENDATIONS, AND TRADE AND REFERENCE STANDARDS,

INCLUDING BUT NOT LIMITED TO: MECHANICAL, ELECTRICAL, PLUMBING AND FIRE CODES AND

LOCAL AMENDMENTS WHERE APPLICABLE, NEC, NPC, NFPA, ASME, ANSI, AMERICANS WITH

DISABILITIES ACT, AND OTHER APPLICABLE REGULATORY AUTHORITIES' LATEST ENFORCED EDITIONS.

CONTRACTOR SHALL TAKE ALL APPROPRIATE SAFETY PRECAUTIONS IN PERFORMING THE WORK.

28. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS AND

ELEVATIONS.

29. NOT USED.

30. CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES IN THE

DRAWINGS-EITHER APPARENT OR NOT-OR BEAR THE COST OF REPAIRING WORK NOT COMPLETED IN

ACCORDANCE WITH THE INTENT OF THE DRAWINGS.

31. MAINTAIN ALL LIFE SAFETY, FIRE PROTECTION, AND SECURITY SYSTEMS AT ALL TIMES. DO NOT

BLOCK EXITS.

32. REPORT ANY HAZARDOUS MATERIALS ENCOUNTERED TO THE OWNER.

33. ALL WORK SHALL BE PLUMB, SQUARE, LEVEL, IN PROPER ALIGNMENT, AND SECURELY FASTENED.

34. FOR GENERAL CONDITIONS, REFER TO AIA DOCUMENT A201, LATEST EDITIONS, WHICH IS HEREBY

MADE PART OF THE CONTRACT DOCUMENTS.

35. OTHER WORK NOT INCLUDED IN THIS CONTRACT WILL BE EXECUTED DURING THE CONTRACT TIME, INCLUDING BUT NOT EXCLUSIVE TO TELECOMMUNICATION CABLING. MAKE ALL PROVISIONS FOR

NOT IN CONTRACT (N.I.C.) ITEMS, COOPERATE WITH PERSONNEL AND PROVIDE ACCESS TO AREAS, SERVICES, ETC. COORDINATE CONSTRUCTION ACTIVITIES UNDER THIS CONTRACT WITH N.I.C.

ACTIVITIES SO AS NOT TO IMPEDE THEIR WORK AND SCHEDULE.

36. THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL SUBCONTRACTORS.

37. ALL WORK SHALL BE DONE IN CONFORMANCE WITH ALL APPLICABLE FEDERAL, STATE, COUNTY AND

CITY ORDINANCES AND BUILDING CODES, AND REQUIREMENTS ESTABLISHED BY STATE AND LOCAL

FIRE MARSHALS. IN CASE OF CONFLICT, MOST STRINGENT REQUIREMENTS SHALL APPLY.

38. THE CONTRACTOR SHALL APPLY FOR AND OBTAIN, AT HIS/HER EXPENSE, ALL PERMITS REQUIRED BY

REGULATORY AGENCIES. THE CONTRACTOR'S COSTS SHALL INCLUDE THE COST OF PROPER

INSURANCE AS REQUIRED BY STATE AND LOCAL LAWS. NATIONAL BUILDING REGULATIONS OR

CODES TO ADEQUATELY PROTECT PERSONS AND PROPERTY. A COPY OF SUCH INSURANCE COVERAGE

SHALL BE FURNISHED TO THE OWNER AND LANDLORD PRIOR TO COMMENCEMENT OF ANY WORK.

39. CONSTRUCTION OPERATIONAL PROCEDURES AND METHODS ARE THE RESPONSIBILITY OF THE

CONTRACTOR INSOFAR AS THEY DO NOT PRESENT HAZARDS TO STUDENTS PERSONNEL OR

PROPERTY OR INFRINGE ON WORK SCHEDULES FOR NORMAL SITE ACTIVITIES, OTHER CONTRACTORS, VENDORS AND THE BUILDING'S STANDARDS FOR CONSTRUCTION ACTIVITIES.

40. THE GENERAL CONTRACTOR SHALL PREPARE AND SUBMIT, BEFORE STARTING WORK, A SCHEDULE

INDICATING REQUIRED CONSTRUCTION TIME FOR EACH TRADE'S WORK.

41. VERIFY ACCESS TO JOB SITE, AND CLEARANCES ONTO AND OFF OF THE SITE.

42. SUBMIT FOUR COPIES OF REQUIRED SAMPLES, SHOP DRAWINGS, AND PRODUCT DATA TO

ARCHITECT FOR REVIEW PRIOR TO PURCHASE OR FABRICATION. ALLOW ARCHITECT ONE WEEK TO

REVIEW AND COMMENT. ARCHITECT'S REVIEW WILL BE IN CONFORMANCE WITH DESIGN CONCEPT

ONLY. CONTRACTOR SHALL REVIEW ALL SUBMITTALS FOR CONFORMANCE WITH CONTRACT

DOCUMENTS PRIOR TO SUBMITTING THEM FOR ARCHITECT'S REVIEW.

43. CONFIRM APPROXIMATE ON-SITE DELIVERY DATES FOR ALL CONSTRUCTION MATERIALS REQUIRED

BY THE CONTRACT DOCUMENTS. NOTIFY THE OWNER IN WRITING WITHIN 10 CALENDAR DAYS OF

THE CONTRACT DATE OF ANY POSSIBLE CONSTRUCTION DELAYS AFFECTING OCCUPANCY THAT MAY

ARISE DUE TO THE AVAILABILITY OF SPECIFIED PRODUCTS. REQUESTS FOR SUBSTITUTIONS DUE TO

DELIVERY DATES OF SPECIFIED PRODUCTS WILL NOT BE ACCEPTED AFTER CONSTRUCTION STARTS.

44. THE CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF THE CONTRACT DRAWINGS, FOR RECORD

MARK-UP PURPOSES, THROUGHOUT THE CONTRACT TIME. MARK UP THESE DRAWINGS DURING THE

COURSE OF WORK TO SHOW BOTH CHANGES AND ACTUAL INSTALLATION IN SUFFICIENT FORM TO

COMPRISE A COMPLETE RECORD FOR THE OWNER'S PURPOSES. GIVE PARTICULAR ATTENTION TO

WORK WHICH WILL BE CONCEALED AND DIFFICULT TO MEASURE AND RECORD AT A LATER DATE, AND TO WORK WHICH MAY REQUIRE SERVICING OR REPLACEMENT DURING THE LIFE OF THE

PROJECT. BIND PRINTS INTO MANAGEABLE SETS WITH DURABLE PAPER COVERS LABELED "AS-BUILT

DRAWINGS," AS WELL AS PROVIDE ELECTRONIC COPIES, AND TRANSMIT TO OWNER.

45. THE FOLLOWING ITEMS ARE REQUIRED FOR SUBSTANTIAL COMPLETION

A. FINAL CLEANING OF SURFACES BY A PROFESSIONAL SERVICE.

B. REPRODUCIBLE DRAWINGS WITH AS-BUILT CONDITIONS NOTED.

C. A BINDER WITH OPERATION AND MAINTENANCE DATA AND WARRANTIES.

D. SPECIFIED QUANTITIES OF MAINTENANCE DATE AND WARRANTIES.

SUSTAINABILITY NOTES:

1. THE INSTALLATION OF FINISH MATERIALS SHALL BE SEQUENCED SO THAT MATERIALS THAT ARE HIGH

EMITTERS OF VOC'S ARE INSTALLED AND ALLOWED TO CURE BEFORE INSTALLING OTHER INTERIOR

FINISH MATERIALS. ESPECIALLY IN THE INSTALLATION OF SOFT MATERIALS THAT ARE WOVEN, FIBROUS, OR POROUS IN NATURE, THAT MAY ABSORB CONTAMINANTS AND RELEASE THEM OVER

TIME.

2. THE CONTRACTOR SHALL PROVIDE MATERIAL SAFETY DATA SHEETS (MSDS) PRIOR TO THE

INSTALLATION OF: ADHESIVES, CAULKING, SEALANTS, INSULATING MATERIALS, FIREPROOFING

STOPPING MATERIALS, PAINTS, CARPETS, FLOOR/WALL PATCHING MATERIALS, LUBRICANTS, CLEAR

FINISHES FOR WOOD SURFACES, AND CLEANING PRODUCTS. NOTE: THE ARCHITECT OR CONTRACTOR

MAY ELIMINATE ANY PRODUCTS W/ SIGNIFICANT QTY'S OF TOXIC, FLAMMABLE, CORROSIVE OR

CARCINOGENIC MATERIAL.

3. IF ANY WASTE MATERIAL ENCOUNTERED DURING THE DEMOLITION OR CONSTRUCTION PHASE ARE

FOUND TO CONTAIN LEAD, ASBESTOS, PCB'S (SUCH AS FLUORESCENT LAMP BALLAST'S), OR OTHER

HARMFUL SUBSTANCES, THEY SHALL BE HANDLED AND REMOVED IN ACCORDANCE WITH FEDERAL

AND STATE LAWS AND REQUIREMENTS CONCERNING HAZARDOUS WASTE.

4. A FINAL FLUSH OUT PERIOD OF 48-72 HOURS MIN. SHALL BE PROVIDED BEFORE OCCUPANCY & 100%

OUTSIDE AIR VENTILATION, W/ RECOMMENDED AIR EXCHANGE RATE DURING INSTALLATION OF

MATERIALS AND FINISHES. ALL FILTRATION MEDIA TO BE REPLACED PRIOR TO OCCUPANCY.

5. HVAC EQUIPMENT & FIRE SUPPRESSION SYSTEMS TO CONTAIN ZERO CFC BASED REFRIDGERANTS.

PROTECT ALL HVAC EQUIPMENT FROM BOTH DUST AND ODORS.

6. ALL NEW INSULATION SHALL CONTAIN RECYCLED OR NATURAL MATERIALS AS REQUIRED BY THE EPA

AND CPG.

7. ALL NEW INSULATION CONTAINING FIBROUS MATERIALS EXPOSED TO AIR FLOW SHALL BE RATED

FOR THAT EXPOSURE OR SHALL BE ENCAPSULATED.

8. NO ENDANGERED WOOD SPECIES MAY BE USED ON PROJECT. ALL WOOD PRODUCTS ARE

ENCOURAGED TO COME FROM CERTIFIED FORESTS OR TO BE RAPIDLY RENEWABLE

PRODUCTS/MATERIALS.

9. ALL NEW CARPET AND PAD TO MEET OR EXCEED THE CARPET AND RUG INSTITUTE'S GREEN LABEL

PLUS TESTING AND PRODUCT REQUIREMENTS. LOW VOC ADHESIVES TO BE USED FOR INSTALLATION

THAT DO NOT EXCEED 50G/L VOC CONTENT.

10. WHEN POSSIBLE, USE BUILDING MATERIALS AND PRODUCTS EXTRACTED, HARVESTED, RECOVERED

OR MANUFACTURED WITHIN 500 MILES OF PROJECT AND PROVIDE DOCUMENTATION.

11. ALL LOW FLOW PLUMBING FIXTURES ON PROJECT TO BE IN ACCORDANCE WITH THE ENERGY POLICY

ACT OF 1992 FOR WATER CONSERVATION BASELINE RATES.

12. DESIGNATE SPECIFIC AREAS ON THE CONSTRUCTION SITE FOR SEGREGATED OR CO-MINGLED

COLLECTION OF RECYCLABLE MATERIALS & TRACK RECYCLING EFFORTS THROUGH CONSTRUCTION

PROCESS. ADHERE TO ALL LOCAL AND STATE RECYCLING REQUIREMENTS.

13. IN ADDITION TO PROVIDING "ONE-TIME" REMOVAL AND RECYCLING OF LARGE SCALE DEMOLITION

ITEMS SUCH AS CARPETING OR DRYWALL, THE CONTRACTOR SHALL PROVIDE CONTINUOUS

FACILITIES FOR THE RECYCLING OF INCIDENTAL CONSTRUCTION WASTE DURING THE INITIAL

CONSTRUCTION.

14. USE CONSTRUCTION MATERIALS AND PRODUCTS CONTAINING RECYCLED CONTENT SUCH AS;

ALUMINUM, STEEL, FLY ASH CONCRETE, GLASS, CARPET, SOLID SURFACE FLOORING AND PROVIDE

DOCUMENTATION.

15. CONSTRUCTION MATERIALS RECYCLING RECORDS SHALL BE MAINTAINED AND ACCESSIBLE UPON

REQUEST. RECORDS SHALL INCLUDE MATERIALS RECYCLED OR LAND FILLED, QUANTITY, DATE AND

IDENTIFICATION OF HAZARDOUS MATERIALS.

16. RECYCLE THE FOLLOWING ITEMS DURING BOTH THE DEMOLITION AND CONSTRUCTION PHASES OF

THE PROJECT: CEILING GRID AND TILE, LIGHT FIXTURES (INCLUDING: TRANSFORMERS, BALLAST'S

AND FLUORESCENT BULBS), DUCT WORK AND HVAC EQUIPMENT, WIRING AND ELECTRICAL

EQUIPMENT, ALUMINUM AND/OR STEEL DOORS AND FRAMES, HARDWARE, WALLBOARD, STEEL

STUDS, CARPET, CARPET BACKING AND CARPET PADDING, CLEAN WOOD & WOOD DOORS,

CARDBOARD PACKAGING, PALLETS, WINDOWS AND GLAZING MATERIALS, INSULATION, GLASS,

MASONRY, CONCRETE, PLASTICS, MILLWORK, SOME TYPE OF FLOORING MATERIALS, PLUMBING

FIXTURES, OLD APPLIANCES AND EQUIPMENT, ALL MISC. METALS AND ALL OTHER

FINISH/CONSTRUCTION MATERIALS.

17. REMOVE AND RECYCLE ALL DEMOLITION ITEMS, INCLUDING ASSOCIATED ELECTRICAL DEVICES

SHOWN TO BE DEMOLISHED OR NOT TO BE RE-USED.

18. ITEMS AND MATERIALS EXISTING IN THE OFFERED SPACE, OR TO BE REMOVED FROM THE OFFERED

SPACE DURING THE DEMOLITION PHASE, ARE ELIGIBLE FOR REUSE IN THE CONSTRUCTION PHASE OF

THE PROJECT. ITEMS CONSIDERED FOR REUSE SHALL BE IN REFURBISHABLE CONDITION AND SHALL

MEET THE QUALITY STANDARDS SET FORTH BY THE GOVERNMENT IN THIS C.S.F. IN THE ABSENCE OF

DEFINITIVE QUALITY STANDARDS, THE CONTRACTOR SHALL ENSURE THAT THE QUALITY OF THE

ITEM(S) IN QUESTION SHALL MEET OR EXCEED ACCEPTED INDUSTRY OR TRADE STANDARDS FOR

FIRST QUALITY COMMERCIAL GRADE APPLICATION.

19. ALL CONSTRUCTION AND DEMOLITION SHALL ADHERE TO ALL LOCAL AND STATE RECYCLING

REQUIREMENTS.

ARCHITECTURAL DEMOLITION NOTES:

1. PROVIDE TRAINED, EXPERIENCED, FULL-TIME, ON-SITE SUPERVISION DURING THE PROGRESS OF

DEMOLITION OPERATIONS.

2. DO NOT DISCONNECT OR CUT ANY ELECTRICAL, TEL/DATA OR LIFE SAFETY ITEMS WITHOUT PRIOR

APPROVAL FROM BUILDING ENGINEER. CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER

& ENGINEER THE LOCATION & EXTENT OF BUILDING ELECTRICAL, TELE/DATA, AND LIFE SAFETY

SYSTEMS AND EQUIPMENT. PROTECT AND MAINTAIN OPERATION OF SYSTEMS DURING DEMOLITION

AND CONSTRUCTION.

3. AFTER FIRST OBTAINING APPROVAL FROM THE BUILDING ENGINEER, REMOVE ABANDONED HVAC

ITEMS, SUCH AS EQUIPMENT, CONTROLS, DUCTWORK, ELECTRICAL AND PLUMBING LINES. RETURN

TO BUILDING STOCK THOSE ITEMS REQUESTED BY THE BUILDING ENGINEER.

4. WHERE APPLICABLE, ARRANGE AND PAY FOR DISCONNECTING, REMOVING, AND CAPPING UTILITY

SERVICES WITHIN AREAS OF DEMOLITION. NOTIFY AFFECTED UTILITY COMPANIES IN ADVANCE AND

OBTAIN ANY NECESSARY APPROVALS PRIOR TO STARTING THIS WORK.

5. REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENT AS NECESSARY TO

ACCOMMODATE NEW WORK. CAP IN WALL OR FLOOR/CEILING, AND IDENTIFY, REMOVED UTILITIES.

6. THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE HELD LIABLE FOR ANY ASBESTOS OR

OTHER HAZARDOUS MATERIALS ON THE JOB SITE. IF SUCH MATERIALS ARE DISCOVERED DURING

CONSTRUCTION THE CONTRACTOR SHALL ISOLATE THE AFFECTED AREA AND SHALL CONTACT THE

ARCHITECT & OWNER FOR DIRECTION BEFORE PROCEEDING.

7. COMPLY WITH APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS PERTAINING

SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION.

8. DO NOT INTERFERE WITH USE OF ADJACENT BUILDINGS AND/OR TENANT SPACES; MAINTAIN FREE &

SAFE PASSAGE TO AND FROM.

9. PROVIDE BARRICADES, LIGHTING, AND GUARDRAILS AS REQ'D BY APPLICABLE CODES AND

REGULATIONS TO PROTECT OCCUPANTS OF BLDG AND WORKERS, AND TO ALLOW CONTINUED

OCCUPANCY BY OWNER AND OTHER TENANTS.

10. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST TO OWNER.

11. REMOVE TOOLS AND EQUIPMENT FROM SITE UPON COMPLETION OF WORK. LEAVE CONTRACT

AREAS AND SITE BROOM CLEAN, ORDERLY, AND IN A CONDITION ACCEPTABLE FOR NEW OR OTHER

CONSTRUCTION ON A DAILY BASIS.

12. GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN PROTECTION FOR BASE BUILDING

CONSTRUCTION AND FOR OTHER CONSTRUCTION TO REMAIN.

13. PRIOR TO COMMENCING WORK, CONTRACTORS SHALL VERIFY WITH THE OWNER ITEMS TO BE

SALVAGED FROM DEMOLITION.

14. CONTRACTOR SHALL NOTIFY ARCHITECT & OWNER OF ANY EXISTING UTILITIES, NOT COVERED IN

CONSTRUCTION/DEMOLITION DOCUMENTS, WHICH MAY INTERFERE WITH COMPLETING THE WORK.

THE ARCHITECT, OWNER, AND GENERAL CONTRACTOR SHALL DISCUSS THE REMOVAL OF THESE

UTILITIES. WHEN REMOVAL IS APPROVED BY THE ARCHITECT & OWNER, THE GENERAL CONTRACTOR

SHALL DISCONNECT THE SPECIFIED UTILITY, CUT BACK TO THE SOURCE (OR PERIMETER OF LEASE

SPACE) AND CAP. ALL WALL AND CEILING PENETRATIONS RESULTING FROM THE REMOVAL SHALL BE

PATCHED, BOTH EXISTING PENETRATIONS AND THOSE CREATED BY DEMOLITION, AS REQUIRED BY

CODE.

15. REMOVE ALL CONSTRUCTION, INCLUDING ASSOCIATED ELECTRICAL DEVICES SHOWN TO BE

DEMOLISHED OR NOT TO BE REUSED.

16. PATCH AND REPAIR ALL SURFACES AFFECTED BY DEMOLITION AND CONSTRUCTION, TO MATCH

EXISTING, U.O.N.

17. GENERAL CONTRACTOR TO FOLLOW ALL REQUIREMENTS OF THE APPLICABLE LOCAL CITY

DEMOLITION AND CONSTRUCTION RECYCLING PLAN.

SAFETY NOTES:

1. IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS, AS THEY

APPLY TO THIS PROJECT, OF ALL OSHA REQUIREMENTS.

2. THE OWNER AND THE ENGINEER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S

FAILURE TO COMPLY WITH THESE REQUIREMENTS.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL

FORMS AND SHORING REQUIRED.

ZONING - GENERAL REQUIREMENTS:

1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND OBSTRUCTED ACCESS TO ANY

WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE

CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES, WHETHER OR NOT THE

LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS

AND/OR ADDITIONAL EXPENSES.

CONSTRUCTION NOTES:

1. GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. THE

CONTRACTOR SHALL PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES

WHEREVER REQUIRED. THESE SURFACES SHALL BE ALIGNED AND SANDED SMOOTH.

2. ALL PARTITIONS ARE DIMENSIONED FINISH FACE OF GYPSUM BOARD (U.O.N.). ALL VERTICAL

DIMENSIONS ARE ABOVE FINISHED FLOOR.

3. ALL WORK SHALL BE INSTALLED PLUMB, LEVEL, SQUARE AND TRUE, AND IN PROPER ALIGNMENT.

CONTRACTOR SHALL PROVIDE LINE AND GRADE MARKINGS ON THE FINISH FLOOR FOR RECTIFYING

UNLEVEL FLOOR CONDITIONS. ANY FLOOR OUT OF LEVEL MORE THAN 1/4" IN 10'-0" SHALL BE MADE

TO BE LEVEL OVER THE ENTIRE DISTANCE.

4. DIMENSIONS NOTED "CLEAR" OR "CLR" ARE MINIMUM REQUIRED DIMENSIONS AND CLEARANCE

MUST BE ACCURATELY MAINTAINED TO WITHIN +-1/8".

5. THERE SHALL BE A MINIMUM OF 18" CLEAR TO THE NEAREST RETURNING PARTITION, PERMANENT

FIXTURE OR MULLION AT THE LATCH SIDE PULL OF ALL DOORS.

6. GLASS AND GLAZING SHALL BE INSTALLED PER PUBLISHED SPECIFICATIONS, STANDARDS, TESTS

RECOMMENDED METHODS OF THE TRADE, INDUSTRY OR GOVERNMENTAL ORGANIZATIONS

COVERING WORK IN THIS PROJECT. THESE PUBLICATIONS ARE AS FOLLOWS: FEDERAL SPECIFICATION

00-6-001043, FLAT GLAZE MARKETING ASSOC. (FGMA) "GLAZING MANUAL", SAFETY STANDARDS FOR

ARCHITECTURAL GLAZING MATERIALS (16 CFT 1201)

7. WHERE GLASS AND GLAZING ARE INDICATED ON THE PARTITION PLAN, ELEVATION SHEET AND

DETAIL SHEET, THE MATERIALS SHALL BE AS FOLLOWS:

· GLASS: SHALL BE MINIMUM 3/8" THICK, TYP. (U.O.N.), CLEAR, FULLY TEMPERED GLASS INSTALLED

IN AN ALUMINUM, STEEL OR WOOD FRAME, AS NOTED, WITH NO VISIBLE TONG MARKS.

· GLAZING TAPE: PRE-FORMED, PRE-SHIPPED POLYISOBUTYLENE BUTYL TREMCO 440 OR

APPROVED EQUAL.

· SETTING BLOCKS: SHORE A NEOPRENE, 4" MIN. LENGTH.

· VINYL GLAZING STRIPS SILICONE SEALANT: GENERAL ELECTRIC SCS 103 SILICONE SEALANT, CLEAR

COLORED. SEE DETAILS.

8. REVIEW ALL ATTACHMENTS TO BUILDING PERIMETER WITH ARCHITECT PRIOR TO CONSTRUCTION.

ENTRANCE

6" M

IN

6" MIN

6" M

IN

6" MIN

6" M

IN

6" MIN

40" MIN TO

70" MAX AFF

VERSION A VERSION B

VERSION C

40" MIN TO

70" MAX AFF

40" MIN TO

70" MAX AFF

TYPICAL SIGN COLORS

· BLUE BACKGROUND

· WHITE ADA SYMBOLS

· WHITE LETTERING

· WHITE BORDER

· WHITE ARROWS

NOTE:

ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO & USABLE BY PERSONS

WITH DISABILITIES 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.

ADA ENTRANCE/EXIT SIGNAGE

1 1/2" = 1'-0"

4" MAX

4" MAX

2" MAX1

2" MAX PILE HEIGHTTHRESHOLD

FINISHED

FLOOR EVEN

COMPRESSED CARPET

4" MAX BELOW THRESHOLD

TRANSITION BETWEEN FLOOR FINISHES

THRESHOLD

LEVEL CHANGES

ADA THRESHOLD

3" = 1'-0"

6x10 GA STAINLESS STEEL PLATE

WELDED TO STUDS - EXTEND (1)

STUD BEYOND GRAB BAR @ EA END

6x10 GA STAINLESS STEEL

PLATE W/ SATIN FINISH

2" 11

2"

1 12" OD STAINLESS

STEEL NON-ROTATING

GRAB BAR CAPABLE OF

SUPPORTING 250 OF

POINT POUND LOADING

13 GA CONCEALED

MOUNTING PLATE

W/ 2 1 4" MB

TILE FINISH

4 SET SCREWS PER ESCUTCHEON

MARINE PLYWOOD @ WET AREAS

2" CEMENTITOUS BOARD TOILET PARTITION

2" 11

2"

13 GA CONCEALED

MOUNTING PLATE

W/ 2 1 4" MB

4 SET SCREWS PER ESCUTCHEON

1 12" OD STAINLESS

STEEL NON-ROTATING

GRAB BAR CAPABLE OF

SUPPORTING 250 OF

POINT POUND LOADING

AT TOILET PARTITIONAT STUD WALL

6x10 GA STEEL PLATE

WELDED TO STUDS -

EXTEND (1) STUD

BEYOND GRAB BAR

1 12"Ø STAINLESS

STEEL GRAB BAR

TAMPER-PROOF SCREWS

FACE OF GYPSUM

BOARD OR CERAMIC

TILE WHERE OCCURS

PROVIDE MIN ONE STUD

FROM ℄ TYP @ EACH END

METAL STUD

1/16 TYP

ISOMETRIC

GRAB BAR ANCHORAGE

3" = 1'-0"

36" TO 42" LEVER OR

U-SHAPED HANDLE

RUBBER BUMPER ON CHAIR

10" MIN

BOTTOM RAIL

OR PROVIDE

KICK PLATE

DOOR TYPE:

1. MINIMUM 10" HIGH SMOOTH SURFACE AT DOOR BOTTOM, EITHER

ATTACHED PANEL OR BOTTOM RAIL.

HARDWARE:

1. CAN BE OPENED FROM INSIDE WITHOUT USE OF KEY OR SPECIAL

KNOWLEDGE OR EFFORT.

2. CAN BE OPENED BY SINGLE EFFORT LEVER-TYPE DEVICE (NOT REQUIRING

GRASPING) MOUNTED 36" TO 44" AFF.

3. EFFORT TO OPERATE ALL DOORS SHALL NOT EXCEED 5 LBS.

AUTOMATIC DOORS:

1. AUTOMATIC DOORS SHALL COMPLY WITH ANSI/BHMA A15610-1985.

2. SLOW OPENING, LOW POWERED, AUTOMATIC DOORS SHALL COMPLY

WITH ANSI A15619-1984.

3. DOORS SHALL TAKE AT LEAST THREE SECONDS TO OPEN BEFORE BACK

CHECKING AND NOT REQUIRE MORE THAN A 15-POUND FORCE TO STOP

THE DOOR MOVEMENT.

4. THE DOOR OPENING FORCE OF A POWER-ASSISTED DOOR SHALL COMPLY

WITH SECTION C-5212, IT'S CLOSING SHALL CONFORM WITH ANSI.

ADA DOOR REQUIREMENTS

1/4" = 1'-0"

32" CLR

32" CLR

90°

32" CLR

90° STOP

CLEAR OPENINGS MUST

BE BETWEEN THE DOOR

IN IT'S 90 DEGREE

OPENING POSITION &

THE FACE OF THE STOP

CLEAR OPENINGS FOR

TWO LEAF DOORS MUST

BE BETWEEN EITHER DOOR

IN IT'S 90 DEGREE OPEN

POSITION & THE EDGE OF

THE OTHER DOOR

AN ADULT SIZE WHEELCHAIR

AVERAGES 27 INCHES IN WIDTH.

THE REQUIRED 32 INCH CLEAR

OPENING ALLOWS 2 12 INCHES

ON EACH SIDE FOR HANDS.

PASSAGE CLEARANCE

DOUBLE DOOR

SINGLE DOOR

" M

IN

27" MIN

4" MAX

CLEAR

WIDTH ANY AMOUNT

27" MIN

27" MAX 27" MAX

12" MAX

CANE HITS POST OR

PYLON BEFORE

PERSON HITS OBJECT

FIGURE A FIGURE B

FIGURE C FIGURE D

ADA DOOR REQUIREMENTS

1/4" = 1'-0"

ADA REQUIREMENTS

1/4" = 1'-0"

" M

IN

" M

IN

54" PREF

48" MIN

32" MIN

CLR

12" MIN IF DOOR

HAS BOTH A

CLOSER & A LATCH

WHERE ADJACENT

OBSTRUCTION OR

WALL OCCURS

60" MIN

DO

O

R W

ID

TH

PL

U

S

24" MIN EXTERIOR &

18" MIN INTERIOR

BEYOND STRIKE EDGE

OF A GATE OR DOOR

ON THE SIDE TOWARD

WHICH IT SWINGS

18" MIN INTERIOR

24" MIN EXTERIOR

DOOR WIDTH PLUS

18" MIN INTERIOR

24" MIN EXTERIOR

48" MIN

32" CLR

18" MIN INTERIOR

24" MIN EXTERIOR

12" MIN48

" M

IN

54" MIN

44" MIN OR 48" MIN

IF DOOR HAS BOTH A

CLOSER & A LATCH

36" MIN

" M

IN

DOOR RAMP LANDING @ DOORWAY

VESTIBULE CORRIDOR

NOTES:

1. CLEAR SPACES MUST BE LEVEL TO PREVENT WHEELCHAIRS FROM ROLLING WHEN THE OCCUPANT

RELEASES THE WHEEL GRIPS TO REACH FOR THE DOOR. 1 4" PER FOOT IS ALLOWED FOR DRAINAGE.

2. WHERE DOORS OPEN ONTO, BUT NOT INTO A CORRIDOR, THE REQUIRED LEVEL AREA BEYOND

THE DOORS MAY BE A MINIMUM OF 48". FOR ADDITIONAL INFORMATION, REFER TO APPLICABLE

NOTES ON TYPICAL ACCESSIBILITY NOTES SHEET.

REQUIRED

CLEAR SPACE

PULL SIDE

PUSH SIDE

ADA DOOR CLEARANCE REQUIREMENTS

1/4" = 1'-0"

ADA DOOR REQUIREMENTS

1/8" = 1'-0"

48"

MIN

X (12" MIN)

24" PREF

18" MIN

60"

MIN

Y

X

Y

42" MIN

54"

MIN

Y

48" MIN

X

24" MIN

Y

42" MIN

X

24" MIN

NOTE:

Y=48" MIN IF

DOOR HAS BOTH

A LATCH & CLOSER

NOTE:

X=36" MIN IF Y=60"

X=42" MIN IF Y=54"

NOTE:

Y=54" MIN IF

DOOR HAS CLOSER

NOTE:

Y=48" MIN IF

DOOR HAS CLOSER

NOTE:

X=12" IF DOOR HAS BOTH A CLOSER & LATCH

HINGE SIDE APPROACHES LATCH SIDE APPROACHES

FRONT APPROACHES

NOTE:

ALL DOORS IN ALCOVES SHALL

COMPLY WITH CLEARANCES

FOR FRONT APPROACHES.

WOMEN RESTROOMS

MEN

PROPORTIONS

INTERNATIONAL SIGN

OF ACCESSIBILITY

RAISED

8"

INTERNATIONAL

ACCESSIBILITY SYMBOL

INTERNATIONAL

SYMBOL OF ACCESS FOR

HEARING IMPAIRED

INTERNATIONAL

TDD SYMBOL

LETTERS & NUMBERS:

1. WIDTH TO HEIGHT RATIO BETWEEN 3:5 AND 1:1

2. STROKE WIDTH TO HEIGHT BETWEEN 1:5 AND 1:10

3. CONTRAST CHARACTERS & SYMBOLS WITH BACKGROUND

4. SANS SERIF CHARACTERS

SIGNS & PICTOGRAMS:

1. PICTOGRAMS/PICTORIAL SYMBOL SIGNS SHALL BE

ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION

PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER

DIMENSION SHALL BE 6" MIN HEIGHT.

2. CHARACTERS & BACKGROUNDS SHALL BE NON-GLARE

CONTRASTING COLORS.

3. SIGNS/PICTOGRAMS SHALL BE INSTALLED ON THE WALL

ADJACENT TO DOOR LEADING TO THE ROOM OR SPACE

THEY DESCRIBE AND @ 60" AFF TO SIGN CENTERLINE &

WHERE A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE

WITHOUT ENCOUNTERING PROTRUDING OBJECTS OF

STANDING WITHIN THE DOOR SWING AREA.

4. VERTICAL CLEARANCE @ SUSPENDED SIGNS WITH MIN

HEADROOM OF 80" REQUIRE MIN 3" CHARACTER HEIGHT

MEASURED BY USING UPPERCASE "X" CHARACTERS &

NUMBERS SHALL BE SIZED ACCORDING TO VIEWING

DISTANCE FROM WHICH READ. LOWER CASE CHARACTERS

PERMITTED.

SIGN LOCATIONS:

1. ALL ACCESSIBLE ENTRANCES IDENTIFIED WITH MINIMUM

OF ONE STANDARD SIGN.

2. ADDITIONAL DIRECTIONAL SIGNS ALONG ACCESSIBLE PATH

OF TRAVEL REQUIRED.

3. BUILDING REMODELED TO PROVIDE ACCESSIBLE SANITARY

FACILITIES FOR PUBLIC USE SHALL HAVE INFORMATION

POSTED IN THE LOBBY AS PART OF THE BUILDING

DIRECTORY.

INTERNATIONAL SYMBOL OF ACCESSIBILITY:

1. STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES.

2. WHITE FIGURE ON BLUE BACKGROUND, COLOR #15090 ON

FEDERAL STANDARD #595A.

3. WHEN ENFORCING AGENCY DETERMINES, IF APPROPRIATE,

SPECIAL DESIGNS AND COLORS MAY BE APPROVED.

BRAILLE:

1. USE CONTRASTED GRADE 2 BRAILLE DOTS TO BE .01 INCH

ON CENTER IN EACH CELL.

2. .02 INCH SPACE BETWEEN CELLS.

3. DOTS RAISED MIN .0025 INCH ABOVE BACKGROUND.

ADA SIGNAGE

3/4" = 1'-0"

35" - 37"

" M

IN

" M

IN

32" MIN

2" TYP

1 1 4"-2" Ø S.S. GRAB BARS

TO BE NON-ROTATING

AND CAPABLE OF

SUPPORTING 250LB POINT

LOADING, TYP BOTH SIDES

" M

IN

EQ EQ

5'-0" MIN

5' -6

" M

IN

" M

IN

32" MIN

2" TYP

1 1 4"-2" Ø S.S. GRAB BARS

TO BE NON-ROTATING

AND CAPABLE OF

SUPPORTING 250LB

POINT LOADING, TYP

" M

IN

1'-5" 1'-6"

30" MIN

SEAT COVER DISPENSER

TOILET PAPER DISPENSER

AMBULATORY TOILET REQUIREMENTS

3/4" = 1'-0"

ACCESSIBLE TOILET REQUIREMENTS

3/4" = 1'-0"

6"

MAX

" M

IN

" M

IN

" M

AX

18" MIN24" MAX

6" MIN

" M

AX

18"

MIN32" CLR (SINGLE)

48" CLR (DOUBLE)

NOTES:

1. LOW DRINKING FOUNTAIN SHALL

COMPLY W/ IBC 11B-602.1 AND

HIGH DRINKING FOUNTAIN SHALL

COMPLY W/ IBC 11B-602.7

2. RECESSED FOUNTAIN ALCOVES

SHALL BE 18" MINIMUM DEEP & 32"

MIN CLEARANCE WHEN A SINGLE

FOUNTAIN IS PERMITTED.

3. CONTRACTOR SHALL USE THE SIZE

OF THE WATER FOUNTAIN TO BE

USED TO SIZE THE ALCOVE

ACCORDINGLY (COMPLYING W/

MANUFACTURER REQUIREMENTS &

RECOMMENDATIONS) AS WELL AS

COORDINATING W/ THE ARCHITECT.

WATER FOUNTAIN REQUIREMENTS

3/4" = 1'-0"

24"

9" MIN CLR

6"

MAX

11"

MIN

17" MIN

" M

IN

C

LR

" M

AX

T

O T

O P

O F

SI

N

K

RI

M

INSULATE ALL EXPOSED PIPES

AND DRAINS WITH PRE-FORMED

WHITE PLASTIC IMPERVIOUS

SURFACE INSULATION SYSTEM

REQUIRED

CLEAR SPACE

8"

MIN

ACCESSIBLE LAVATORY SINK

3/4" = 1'-0"

Women

WOMEN'S

RESTROOM

" T

O C

EN

TE

R O

F

SI

GN

FINISH FLOOR

WALL SIGN

EQ EQ

1'-0"

DOOR SIGN

DETAIL NOTES:

1. DOOR SIGN: SHALL BE CENTERED ON DOOR &

MOUNTED 60" AFF. USE ADHESIVE ONLY AND

CAULK EDGES W/ CLEAR SILICONE.

2. ROOM SIGN: RAISED & BRAILED CHARACTERS &

PICTORIAL SYMBOL SIGNS.

3. FINISH CONTRAST: THE CHARACTERS &

BACKGROUND OF SIGNS SHALL BE EGGSHELL,

MATTE, OR OTHER NON-GLARE FINISH.

4. CHARACTERS & SIGNS: SHALL BE INSTALLED ON THE

WALL ADJACENT TO THE LATCH SIDE OF THE DOOR.

5. THE BOTTOM OF THE HIGHEST LINE OF RAISED

CHARACTERS TO BE A MAX OF 60" AFF. THE

BOTTTOM OF THE LOWEST LINE OF BRAILLE TO BE

A MIN. 48" AFF.

Men

Men Women

MEN'S

RESTROOM

WOMEN'S

RESTROOM

Women

1" RAISED

LETTERS, TYP

6" 6"

6"6"

6" 6"

16" 16"

"Ø

"Ø

12" EQUILATERAL

TRIANGLE

12" EQUILATERAL

TRIANGLE

GRADE 2

BRAILLE

DETAIL NOTES:

1. LETTERS & NUMERALS SHALL BE RAISED 132", UPPERCASE, SANS SERIF OR SIMPLE SERIF TYPE, CONTRAST

BACKGROUND COLOR, AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE.

2. RAISED CHARACTERS SHALL BE 58" HIGH MIN, 2" HIGH MAX.

3. SIGNS COLOR & CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR & CONTRAST OF THE DOOR.

DOOR SIGN DOOR SIGN

DOOR SIGN DOOR SIGN

WALL SIGN WALL SIGN

RESTROOM SIGNANGE MOUNTING

3/4" = 1'-0"

RESTROOM SIGNAGE

N.T.S.

5'-0"

PLAN ELEVATION

" C

O N

TR

O

L

AR

EA

CLEAR FLOOR SPACE

FOLDING SHOWER SEAT

ACCESSIBLE

SHOWER HEAD

2" TYP

1 1 4"-2" Ø S.S. GRAB BARS

TO BE NON-ROTATING AND

CAPABLE OF SUPPORTING

250LB POINT LOADING, TYP

1'-10"

2'-3"

1'-6" 3'-0" 6"

15"-16"

MAX.

" M

IN

" M

IN

2'-21 2"6"

2' -0

1'-41 2"

2' -1

1"

4' -0

" B

RA

CK

ET

T O

T O

P O

F M

O U

N

TI

N G

ACCESSIBLE SHOWER REQUIREMENTS

3/4" = 1'-0"

GRAB BAR MOUNTING PLATES

1/2" = 1'-0"

24" MIN

60" MIN 48" MIN

" 38

6"℄ ℄

METAL BACKING

PLATE FOR GRAB BAR

METAL BACKING

PLATE FOR GRAB BAR

6"

1981 NORTH BROADWAY, SUITE 385

WALNUT CREEK, CA 94596

PH. (925) 609-7224

www.terracon.com

REV

DATE DESCRIPTION

PROJECT NO:

C E N

T E N

N I A L

U

N I O

N

H

I G

H

S C H

O O

L

N A T A T O

R I U

M

R E N

O V A T I O

N

S E

N

D

A V E

G R E S H

A M

O

R E G

O N

BE206054

AS NOTED

04/21/2021

GEOTECHNICAL

ENVIRONMENTAL

STRUCTURAL

INSPECTIONS & TESTING

LABORATORY SERVICES

POOL ENGINEERING

AQUATIC DESIGN

Copyright Ó Terracon Consultants, Inc.-All Rights Reserved-This document was prepared for use only by the client, only for the purposes stated, and within a reasonable time from issuance.2022

B. ROGERS

SCALE:

DATE:

DRAWN:

REVIEWED:

APPROVED:

ADDENDUM B

05/13/21 ADDENDUM #1

E. NUÑEZ

J. McCLELLAND

01/07/22 ADDENDUM B

B

A C C E S S I B I L I T Y

D

E T A I L S

G0.2

FENCE FABRIC

16" THICK x 13

8" WIDE

STEEL STRAP DRILL

HOLES AS REQUIRED

CUT FLUSH WITH NUT

TAMPER PROOF CAP NUT

SIGN

1 4" Ø CARRIAGE BOLT

NOTES:

1. ALL HARDWARE HOT DIPPED GALVANIZED.

2. LOCATE SIGNS WHERE DIRECTED BY DISTRICT.

SIGN MOUNT ON FENCING

N.T.S.

1'-0"

2" EXPANSION

JOINT, TYP

4" DEEP TOOLED

JOINTS @ 6" O.C. 1:12 MAX

SLOPE

4" 1

4"

4"

DETAIL A-A

DETAIL A-A

GROOVE BORDER

ADA RAMP BORDER GROVE

3/4" = 1'-0"

8" 1' -0

" M

AX

TY

P

TO

P O

F

CO

N

TR

O

LS

9" M

IN

" C

LR

" M

AX

" M

AX4" 14"

2' -1

0"

THERMAL SHIELD @ HOT

WATER & DRAIN PIPES

30"

CLR

18"

MIN

17"

MIN

" M

IN

" M

IN

" M

AX

8" MIN KNEE CLEARANCE6" MAX TOE CLEARANCE

9"30"

MIN

" M

AX

" M

IN

" S

TD

" M

AX

" M

AX

T

O

FL

U

SH

V

AL

VE

EXTEND PARTITION 6" MIN BEYOND

THE OUTMOST FRONT LIP OF URINAL

7" MIN

9" MAX

" M

IN

" M

AX

" T

O C

N

TR17" MIN

18" MAX

24"

MIN

MAX 42" MIN

54" MIN

24"

MIN

12"

MIN

36" MIN

12"x14"x4" HIGH 1 4" BENT

STEEL BARRIER CURB

" M

IN

" M

AX

1 42" GRAB BAR

36" GRAB BAR

SOAP DISPENSER

TOILET PAPER DISPENSER

MIRROR

TOILET

URINAL

LAVATORY SINK

GRAB BAR BACKING PLATE

WALL MOUNTED SOAP DISPENSER

TOILET PARTITION

URINAL PARTITION

PAPER TOWEL DISPENSER & WASTE RECEPTACLE

SANITARY NAPKIN, TAMPON/CONDOM VENDER

SURFACE MOUNTED PAPER TOWEL DISPENSER

SURFACE MOUNTED WASTE RECEPTACLE

ELECTRICAL HAND DRYER

BABY CHANGING STATION

TOILET SEAT COVER DISPENSER

SANITARY NAPKIN DISPOSAL

TOILET ACCESSORIES & FIXTURES KEY NOTES:

1. ALL SWITCHES/CONTROLS/THERMOSTATS, ETC. ARE TO BE INSTALLED

AT A RANGE OF 15" TO 48" FOR FORWARD REACH, OR 9" TO 54" FOR

SIDE REACH, ABOVE THE FLOOR (IBC 1117B.6.3 AND CEC 380).

2. RECEPTACLE OUTLETS ARE TO BE INSTALLED AT LEAST 15" ABOVE THE

FLOOR (IBC 1117B.6.3 AND CEC 210).

3. FAUCET CONTROLS AND OPERATING MECHNISMS AT TOILET ROOMS.

CONTROLS SHALL BE SUCH THAT THEY SHALL:

A. BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE

GRASPING, PINCHING, OR TWISTING OF THE WRIST

B. REQUIRE NO MORE THAN 5 LBS FORCE TO ACTIVATE

C. BE LEVER OPERATED, PUSH TYPE, ELECTRONICALLY CONTROLLED,

OR SIMILAR…