183003_FDC Honolulu_Gun Lockers_Final Construction Documents_1.pdf

CONTROL

CENTER

B100

PEDESTRIAN

SALLYPORT

A106

STAFF

TOILET

A105

CONTROL

SALLYPORT

B102

TOILET

B101

ELECTRONIC

EQUIP. ROOM

B103

SCREENED

WAITING

A102

RECEPTION

AND X-RAY

A101

UNSCREENED

WAITING

A100

ARMORY

D107

J.C.

F117

D109

SENTRY

LAN

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STREET

LOCATION

PROJECT

NAME

HONOLULU, HI 96819

351 ELLIOTT STREET

WARDEN:

A.W.O.:

FACILITIES MGR.:

SAFETY MGR.:

SECURITY:

CHECKED:

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DEPARTMENT OF JUSTICE

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FEDERAL DETENTION CENTER

HONOLULU, HAWAII

FEDERAL BUREAU OF PRISONS

REVISIONS BY DATENO.

GUN LOCKERS

JCCES

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FINAL CONSTRUCTION DRAWINGS - 09/27/2019

JCCES #1830-03

385 VAN NESS AVENUE, SUITE 218

JCC ENGINEERING SERVICES, INC.

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-6161

FAX (310) 212-5272

HONOLULU, HAWAII

FEDERAL

DETENTION CENTER

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NORTH

PROJECT LOCATION MAPVICINITY MAP

HONOLULU, HAWAII

351 ELLIOTT STREET

FDC HONOLULU

GUN LOCKER ROOM

PROJECT LOCATION

HONOLULU, HAWAII 96819

351 ELLIOTT STREET

FDC HONOLULU

DRAWING INDEX

PROPERTY OF THE UNITED STATES GOVERNMENT

Do not remove this notice

Properly destroy documents/media when no longer needed.

USERS IS PROHIBITED

OR INFORMATIONTO UNAUTHORIZED

OF THESE DRAWINGS, PLANS, SPECIFICATIONS

COPYING, DISSEMINATION, OR DISTRIBUTION

TITLE SHEET

T0.1

BUILDING CODE INFORMATION

GENERAL

T0.1 TITLE SHEET

T2.1

T2.2 ACCESSIBILITY NOTES - PATH OF TRAVEL

T2.3 ACCESSIBILITY NOTES - RESTROOMS

ARCHITECTURAL

A1.0 OVERALL FIRST FLOOR LOCATION PLAN

A2.0

A3.0 ENLARGED CEILING PLAN AND ROOF PLAN

A4.0 DOOR, HARTDWARE & FINISH SCHEDULES AND DETAILS

A5.0 SECTIONS AND ELEVATIONS

A6.0 DETAILS

FIRE ALARM

FA0.1 FIRE ALARM TITLE SHEET

FA1.0 FIRE ALARM OVERALL PLAN

FA2.1 FIRE ALARM NEW WORK PLAN

ELECTRICAL

E0.1 ELECTRICAL TITLE SHEET

E1.0 ELECTRICAL OVERALL PLAN

E2.0 POWER AND LOW VOLTAGE DEMOLITION AND NEW WORK PLANS

E2.1 LIGHTING NEW WORK PLAN

SHEET

NO

ACCESSIBILITY NOTES - PATH OF TRAVEL

ACCESSIBILITY NOTES - BUILDING BLOCKS

T0.2 GENERAL NOTES, SYMBOLS & ABBREVIATIONS

MECHANICAL

M0.1 MECHANICAL LEGEND, ABBREVIATIONS AND NOTES

M0.2 MECHANICAL SCHEDULE

M1.0 OVERALL FIRST FLOOR LOCATION PLAN

M2.0 ENLARGED NEW WORK FLOOR PLAN

3 T0.3 STRUCTURAL GENERAL NOTES

A6.1 DETAILS13

A6.2 DETAILS14

A6.3 DETAILS15

BUILDING CODE INFORMATION 2018 IBC

USE GROUP: INSTITUTIONAL (I3)- CONDITION 5 PAR. 308.5, PAR. 308.5.5

CONST. TYPE: I-A TABLE 601, PAR. 602.5

ALLOWABLE AREA: UNLIMITIED PAR. 506.2

UNLIMITIED

NEW CONSTRUCTION AREA: 96 SQ.FT. SPRINKLERS PROVIDED

GUN LOCKER - ACCESSORY USE PAR. 311.1.1 (LESS THAN 100 SQ. FT.)

M2.1 MECHANICAL NEW WORK ROOF/YARD PLAN21

E2.2 POWER AND LOW VOLTAGE NEW WORK CONTROL CENTER AND EQUIPMENT ROOM

A6.4 TYPICAL STRUCTURAL DETAILS16

M3.0 DETAILS22

E3.0 ELECTRICAL DETAILS31

ENLARGED NEW WORK PLAN AND FOUNDATION PLAN

DRAWING TITLE:

DRAWN BY

PROJECT #

DRAWING NUMBER:

SCALE

DATE

AS NOTED

09/27/19

XXXX

STREET

LOCATION

PROJECT

NAME

HONOLULU, HI 96819

351 ELLIOTT STREET

WARDEN:

A.W.O.:

FACILITIES MGR.:

SAFETY MGR.:

SECURITY:

CHECKED:

APPROVED BY:

T

CI

E

S N

O S I

R

P

OF

U

OF

JU

S

E

L

RUB

A R

E D

E F

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P A

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ENT

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BUREAU OF PRISONS

DEPARTMENT OF JUSTICE

UNITED STATES

FEDERAL DETENTION CENTER

HONOLULU, HAWAII

FEDERAL BUREAU OF PRISONS

REVISIONS BY DATENO.

GUN LOCKERS

JCCES

SENSITIVE BUT UNCLASSIFIED - SBU

XXX XX/XX/XXXXXXXXXXX1

FINAL CONSTRUCTION DRAWINGS - 09/27/2019

JCCES #1830-03

385 VAN NESS AVENUE, SUITE 218

JCC ENGINEERING SERVICES, INC.

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-6161

FAX (310) 212-5272

HONOLULU, HAWAII

FEDERAL

DETENTION CENTER

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FIRE PROTECTION NOTES

SYMBOLS

CALLOUTS

DETAIL NUMBER

SHEET NUMBER

ELEVATION NUMBER

SHEET NUMBER

SECTION NUMBER

SHEET NUMBER

COLUMN LINES AND

SECTION

ELEVATION

DETAIL

LIGHT, LONG DASHED LINES INDICATE HIDDEN

HEAVY, SHORT DASHED LINES INDICATE DEMOLITION

HEAVY, THICK LINES INDICATE NEW

LIGHT, THIN LINES INDICATE EXISTING

ETC., SHOWN ON DRAWINGS.

ELECTRICAL FOR ALL FLOOR PLANS, EQUIPMENT, DEVICES, UTILITIES,

THIS SYMBOLOGY SHALL BE USED BY ARCHITECTURAL,MECHANICAL AND

DOOR NUMBER,

REVISION

SEE DOOR SCHEDULE

ALIGN

WORK POINT, CONTROL

POINT OR DATUM POINT

DEMOLITION KEYNOTE

NEW WORK KEYNOTE1

HOLLOW METALHM

GYPSUM WALL BOARDGWB

GLASSGL

GALVANIZEDGALV

GAUGEGA

FIRE RETARDANTF.R.

FACE OF FINISHFOF

FINISHFIN

EQUIPMENTEQUIP

EACHEA

EXISTING(E), EXIST

DRAWINGDWG

DOORDR

DIAGONALDIAG

DOUBLEDBL

DEMOLISH OR REMOVE(D)

CONTINUOUSCONT

CONCRETECONC

CLEARCLR

CLEAR FLOATC.F.

BOTTOMBOTT

ABOVE FINISH FLOORAFF

ALUMINUMALUM

ADDITIVE ALTERNATEADD. ALT.

ASPHALTIC CONCRETEA.C.

WEIGHTWT

WITHW/

TILE

VINYL COMPOSTITIONVCT

TYPICALTYP

TOP OF SLABT.O.S.

STEEL

TUBE STEEL, TOP OFTS

THRESHOLDTHRESH

THICKTHK

STEELSTL

SHEET METAL SCREWSMS

SEPARATIONSEP

SOLID CORES.C.

PRESSURE TREATEDP.T.

PLATEPL

OPENINGOPNG

ON CENTERO.C.

NOT IN CONTRACTN.I.C.

NEW(N)

MINIMUM, MINUTEMIN

METALMTL

MECHANICALMECH

MACHINE BOLTM.B.

MAXIMUMMAX

MATERIALMAT

FLOOR PLAN LEGEND

ABBREVIATIONS

GENERAL NOTES CODE COMPLIANCE

EDITION OF THE INTERNATIONAL BUILDING CODE

ALL INTERIOR FINISH MATERIALS SHALL CONFORM TO THE LATEST 19.

HANDICAPPED.THESE FACILITIES IS ACCESSIBLE BY THE

TITLE 24, AND THE PATH OF TRAVEL FROM THE REMODELED AREA TO

THE SANITARY FACILITIES SERVING THE REMODELED AREA CONFORM TO 18.

RESTROOMS.

HANDICAPPED SIGNS ARE PROVIDED ON DOORS LEADING TO 17.

HANDICAPPED.

REMODELED AREA ARE ACCESSIBLE AND USEABLE BY THE

PUBLIC TELEPHONES AND DRINKING FOUNTAINS SERVING THE 16.

HANDICAPPED.

ENTRANCES THAT ARE ACCESSIBLE AND USEABLE BY THE

VISIBLE ALONG APPROACHING PEDESTRIAN WAYS ON ALL BUILDING

STANDARD AND ADDITIONAL DIRECTIONAL SIGNS ARE EXISTING AND 15.

HANDICAPPED.

ACCESSIBLE AND USEABLE BY THE PHYSICALLY AREA SHALL BE

THE PRIMARY ENTRANCE AND PATH OF TRAVEL TO THE REMODELED 14.

HANDICAPPED.

TO THE PRIMARY ENTRANCE OF THE BUILDING IS ACCESSIBLE BY THE

AVAILABLE AT PRESENT AND THE PATH OF TRAVEL FROM THE PARKING

THE REQUIRED NUMBER OF HANDICAPPED PARKING SPACES ARE 13.

THE HANDICAPPED.SHALL BE ACCESSIBLE BY

ALL OFFICE, CONFERENCE, AND SIMILAR AREAS BEING REMODELED 12.

OF 36" CLEAR ACCESS.

EMPLOYEE WORK AREAS BEING REMODELED SHALL HAVE A MINIMUM 11.

THAN 34".

ALL DOORS SHALL HAVE A CLEAR WIDTH OF THE EXITWAY NOT LESS 10.

LEVER TYPE HARDWARE SHALL BE INSTALLED ON ALL DOORS.9.

ACCESS FOR THE HANDICAPPED.WHERE THERE IS NO

ALL THRESHOLDS TO BE A MAXIMUM OF 1/2 " HIGH & 1" MAXIMUM 8.

FOOTREST.THE DOOR TO BE OPENED BY A WHEELCHAIR

SLIDING SHALL, HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW

THE BOTTOM 10 INCHES OF ALL DOORS, EXCEPT AUTOMATIC AND 7.

FOR EXTERIOR DOORS AND 5 LBS. FOR INT. DOORS.

MAXIMUM EFFORT TO OPERATE DOORS DOES NOT EXCEED 8.5 LBS. 6.

KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.

DOORS SHALL BE OPENABLE FROM THE INSIDE W/O THE USE OF A 5.

STORED IN THIS OR ANY ADJACENT AREAS.

NO HAZARDOUS CHEMICALS OR MATERIALS SHALL BE USED OR 4.

REQUIRED FOR MODIFIED SPACE LAYOUT.

CONTRACTOR SHALL MODIFY THE EXISTING FIRE SPRINKLER SYSTEM AS 3.

EXTINGUISHER AT THE JOB SITE THROUGHOUT CONSTRUCTION.

CONTRACTOR SHALL PROVIDE AND MAINTAIN A PORTABLE FIRE 2.

PROVISIONS. IF CONFLICT OCCURS MOST STRINGENT SHALL GOVERN.

OF PRISONS AND ALL OTHER APPLICABLE LAWS, CODES AND

EDITION AND ALL AMENDMENTS AS ADOPTED BY THE FEDERAL BUREAU

ALL WORK SHALL CONFORM TO INTERNATIONAL BUILDING CODE LATEST 1.

CONSTRUCTION.

FIRE SPRINKLER SYSTEM IS TO REMAIN OPERATIONAL DURING

DRAWINGS TO THE CONTRACTING OFFICER REPRESENTATIVE

AFTER CONSTRUCTION THE CONTRACTOR SHALL SUBMIT AS-BUILT

REPRESENTATIVE AND THE ARCHITECT.

SYSTEM ADDITION/RELOCATION SHALL BE SUBMITTED TO THE SITE

PRIOR TO ANY CONSTRUCTION, WORKING DRAWINGS FOR SPRINKLER

CONSTRUCTION SHALL CONFIRM TO THE LATEST ISSUE OF NFPA NFCI3

CORRECTING IT AS A PART OF THIS CONTRACT. ALL DESIGN AND

NOT UP TO CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

SPRINKLERS, IF THE FIRE SPRINKLERS IN THE PROJECT WORK AREA ARE

THESE DRAWINGS INDICATE AREAS TO BE PROTECTED BY AUTOMATIC FIRE

12. SPRINKLER HEADS IN THE WALK-INS SHALL SUITABLE FOR THAT USE.

IN NON WALK-IN AREAS.

11. MATCH NEW SPRINKLER HEADS TO EXISTING SPRINKLER HEADS REMAINING,

REQUIRED.

RELOCATE AND/OR PROVIDE NEW HEADS AND EXTEND PIPING AS

10. CONTRACTOR SHALL REVISE EXISTING HEAD LAYOUT AS NECESSARY,

FIXTURES, SPEAKERS, DIFFUSERS, HVAC DUCTWORK, ETC.

COORDINATE SPRINKLER HEAD LOCATIONS AND PIPING WITH LIGHTING

9. CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES AND

AND THE CONTRACTING OFFICER REPRESENTATIVE FOR REVIEW.

8. CONTRACTOR SHALL SUBMIT ALL DESIGN DOCUMENTS TO THE ARCHITECT

STANDARDS AND REQUIREMENTS.

7. SYSTEM SHALL BE DESIGNED TO MEET OWNER’S INSURANCE COMPANY

SAME FIRE RATING OF THE WALL FIRE BARRIER

WITH STEEL SLEEVES AND CAULKED WITH SEALANT MATERIAL OF THE

FIRE PROTECTION IF PENETRATING FIRE RATED WALLS SHALL BE PROVIDED 6.

JURISDICTION.

FIRE CODE, NFPA13, 24, 101 AND ALL AUTHORITIES HAVING

ALL FIRE PROTECTION WORK SHALL BE IN ACCORDANCE WITH LATEST IBC, 5.

OTHERWISE INDICATED.

ALL DIMENSIONS ARE TO THE FACE OF WALL OR CENTERLINE UNLESS 13.

APPLICABLE.

CONTRACTOR SHALL PROVIDE PLAN CHECK SERVICES, WHERE 12.

SITE PRIOR TO THE BID.

FIELD VERIFY ALL DIMENSIONS AND JOB CONDITIONS AT THE JOB

CONDITIONS. THE CONTRACTOR SHALL ACCURATE DUE TO EXISTING

THE CONTRACT DRAWINGS ARE DIAGRAMMATIC AND MAY NOT BE 11.

BE OBTAINED AS REQUIRED.

SEPARATE ELECTRICAL, PLUMBING AND MECHANICAL PERMITS SHALL 10.

WALLS, FLOOR, AND HARDWARE.

OF WORK, SHALL THOROUGHLY CLEAN ALL FIXTURES, EQUIPMENT,

EQUIPMENT IN AREAS AFFECTED BY WORK, AND UPON COMPLETION

THE CONTRACTOR SHALL PROTECT AND COVER ALL FIXTURES AND 9.

PREMISES.

REMOVE DEBRIS, RUBBISH, WASTE, AND SURPLUS MATERIAL FROM

DAILY, AND UPON COMPLETION OF WORK, CONTRACTOR SHALL 8.

REPRESENTATIVE UPON COMPLETION OF CONSTRUCTION.

FACILITIES ENGINEERING DEPARTMENTS CONTRACTING OFFICER

THE CONTRACTOR SHALL SUBMIT "AS-BUILT" DRAWINGS TO THE 7.

EXISTING ADJACENT SURFACES.

DAMAGED BY DEMOLITION OR CONSTRUCTION, AND FINISH TO MATCH

THE CONTRACTOR SHALL REPAIR AND/OR REPAINT ALL AREAS 6.

MAINTAIN A SAFE CONSTRUCTION PROJECT.

THAT ALL APPLICABLE SAFETY LAWS ARE STRICTLY ENFORCED AND TO

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE 5.

THE WORK UNTIL IT IS IN ITS COMPLETED FORM.

ALL TEMPORARY BRACING AND SHORING TO INSURE THE SAFETY OF

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL 4.

WITHOUT WORK STOPPAGE.

IMMEDIATELY-SO THAT PROPER ARRANGEMENTS CAN BE MADE

WILL BE REPORTED TO THE CONTRACTING OFFICER REPRESENTATIVE

THE COURSE OF WORK, WHICH MAY DELAY WORK OR ADD COST,

CAN NOT BE PROVIDED. UNKNOWN CONDITIONS ENCOUNTERED DURING

QUESTIONS, AS SOON AS POSSIBLE, IF "ON-THE-SPOT" ANSWERS

CONTRACTING OFFICER REPRESENTATIVE WILL GET THE ANSWERS TO

BE DISCUSSED WITH THE CONTRACTING OFFICER REPRESENTATIVE. THE

SCOPE OF WORK, MATERIALS, AND INSTALLATION TECHNIQUE ARE TO

CONDITIONS, CHANGES IN DESIGN, OMISSIONS IN THE DESIGN OR

WITHIN THE AMOUNT BID. ANY QUESTIONS PERTAINING TO UNKNOWN

CONTRACTOR BIDS ARE TO BE BASED UPON COMPLETING THE WORK 3.

THE ABOVE.

IS RESPONSIBLE TO COMPLETE THE REQUIREMENTS FOUND IN ANY OF

AND THE NOTES AND LEGENDS ON THE DRAWINGS. THE CONTRACTOR

OF THIS SCOPE OF WORK, THE ATTACHED DRAWINGS, SPECIFICATIONS

INDIVIDUAL ITEMS OF WORK ARE DETAILED IN THE VARIOUS SECTIONS 2.

TIMELY AND EFFICIENT MANNER.

ANY OTHER SERVICES REQUIRED TO COMPLETE THE WORK IN A

MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, WAREHOUSING, AND

THE CONTRACTOR SHALL FURNISH ALL LABOR, SUPERVISION, 1. 1.

2.

3.

4.

13.

POWER SOURCE

EXIT SIGNS ARE TO BE ILLUMINATED AT ALL TIMES WITH A BACKUP

14.

DISTANCE AND HAVE A MINIMUM RATING 2A:10BC.

FIRE EXTINGUISHERS ARE TO BE LOCATED WITHIN 75 FEET TRAVEL

15.

WITH ELECTRICAL CONTROL PANELS STATING "ELECTRICAL ROOM".

INSTALL PLAINLY VISIBLE AND LEGIBLE SIGNS AT DOORS INTO ROOMS

16.

IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE

ALL DEMOLITION AND CONSTRUCTION ACTIVITIES ARE TO BE PERFORMED

17.

AND/OR SHEETING SHALL BE FIRE RETARDANT MATERIAL

CONSTRUCTION AREAS FROM OCCUPIED BUILDINGS THE TARPAULINS

WHERE TARPAULINS AND SHEETING ARE TO BE USED TO BARRICADE

GOOD HOUSEKEEPING REQUIREMENTS

EROSION AND SEDIMENT DISHARGES FROM THE SITE.

CONSTRUCTION ENTRANCES AND EXITS TO SUFFICIENTLY CONTROL

mAINTAIN EFFECTIVE PERIMETER CONTROLS AND STABILIZE ALL 30.

RESISTANT TO SOLAR DEGRADATION.

DISCHARGER SHALL CONSIDER THE USE OF PLASTIC MATERIALS

WHERE PLASTIC MATERIALS ARE DEEMED NECESSARY, THE 29.

LOTS.

FINISHED SLOPES, OPEN SPACES, UTILITY BACKFILL, AND COMPLETED

PROVIDE EFFECTIVE SOIL COVER FOR INACTIVE AREAS AND ALL 28.

IMPLEMENT EFFECTIVE WIND EROSION CONTROL.27.

DRAINAGE SYSTEMS.

NON-STORM WATER DISCHARGES TO SURFACE WATERS OR MS4

WASH ALL VEHICLES IN SUCH A MANNER AS TO PREVENT 26.

CONSTRUCTION.

CONTROL ALL NON-STORM WATER DISCAHRGES DURING 25.

NON-STORM WATER DISCHARGES.

POLLUTANTS IN STORM WATER DISCHARGES AND AUTHORIZED

ENSURE EFFECTIVENESS ON BMP’S TO REDUCE OR PREVENT 24.

FROM ADJOINING AREAS.

SPILLS OR LEAKS, NON-STORM WATER DISCHARGES, AND DISCHARGES

WATER DISCHARGES. THIS SHALL INCLUDE AN ASSESSMENT OF PAST

MAY BE EXPOSED TO STORM WATER OR AUTHORIZED NON-STORM

CONSIDER THE DIRECT AND INDIRECT PATHWAYS THAT POLLUTANTS 23.

WITH STORM WATER.

THOSE MATERIALS MAY BE EXPOSED TO AN MOBILIZED BY CONTACT

CONSIDER THE DEGREE TO WHICH POLLUTANTS ASSOCIATED WITH 22.

AT THE SITE.

SOURCE HANDLED, PRODUCED, STORED, RECYCLED, OR DIPOSED OF

POWDER, SOLID) AND LOCATIONS OF EACH POTENTIAL POLLUTANT

CONSIDER THE QUANTITY, PHYSICAL CHARACTERISTICS (E.G. LIQUID, 21.

STORE SUCH MATERIALS WHEN NOT BEING USED OR APPLIED.

STACK ERODIBLE LANDSCAPE MATERIAL ON PALLETS AND COVER OR 20.

KNOWLEDGEABLE AND EXPERIENCED FIELD PERSONNEL.

RECOMMENDATIONS OR BASED ON WRITTEN SPECIFICATIONS BY

APPLICATION RATES ACCORDING TO THE MANUFACTURER’S

APPLY ERODIBLE LANDSCAPE MATERIAL AT QUANTITIES AND 19.

DURING PERIODS OF PRECIPITATION.

MATERIAL WITH 2-DAYS BEFORE A FORECASTED RAIN EVENT OR

DISCONTINUE THE APPLICATION OF ANY ERODIBLE LANDSCAPE 18.

ARE NOT ACTIVELY BEING USED.

CONTAIN FERTILIZERS AND OTHER LANDSCAPE MATERIALS WHEN THAT 17.

WHEN THEY ARE NOT ACTIVELY BEING USED.

CONTAIN STOCKPILED MATERIALS SUCH AS MULCHES AND TOPSOIL 16.

PROPERLY.

CLEAN LEAKS IMMEDIATELY AND DISPOSE OF LEAKED MATERIALS 15.

STORM DRAINS.

PREVENT OIL, GREESE, OR FUEL TO LEAK INTO THE GROUND, OR 14.

SURROUNDING AREAS.

SO THERE IS NO DISCHARGE INTO THE UNDERLYING SOIL AND THE

OTHER WASHOUT AREAS THAT MAY CONTAIN ADDITIONAL POLLUTANTS

ENSURE THE CONTAINMENT OF CONCRETE WASHOUT AREAS AND 13.

SITE.

AND NON-HAZARDOUS SPILLS. HAVE A PROCEDURE MANUAL ON THE

IMPLEMENT PROCEDURES THAT EFFECTIVELY ADDRESS HAZARDOUS 12.

WIND AND RAIN AT ALL TIMES UNLESS ACTIVELY BEING USED.

CONTAIN AND SECURELY PROTECT STOCKPILED WASTE MATERIAL FROM 11.

STORM DRAINAGE SYSTEM OR RECEIVING WATER.

PREVENT DISCHARGES FROM WASTE DISPOSAL CONTAINERS TO THE 10.

BUSINESS DAY AND DURING A RAIN EVENT.

COVER WASTE DISPOSAL CONTAINERS AT THE END OF EVERY 9.

REGULARLY FOR LEAKS AND SPILLS.

CLEAN OR REPLACE SANITATION FACILITIES AND INSPECT THEM 8.

WATER DRAINAGE SYSTEM OR RECEIVING WATER.

TOILETS) TO PREVENT DISCHARGE OF POLLUTANTS TO THE STORM

ENSURE THE CONTAINMENT OF SANITATION FACILITIES (E.G. PORTABLE 7.

DRAIN SYSTEM.

ON IMPERVIOUS OR PERVIOUS SITE SURFACES OR INTO THE STORM

PREVENT DISPOSAL OF ANY RINSE OR WASH WATERS OR MATERIALS 6.

CONSTRUCTION AND LANDSCAPE MATERIALS.

IMPLEMENT BMP’S TO PREVENT THE OFF-SITE TRACKING OF LOOSE 5.

INSULATORS, BRICKS, ETC,...)

CONDITIONS (I.E. POLES, EQUIPMENT PADS, CABINETS, CONDUCTORS,

DESIGNED TO BE OUTDOORS AND EXPOSED TO ENVIRONMENTAL

THIS DOES NOT INCLUDE MATERIALS AND EQUIPMENT THAT ARE

MINIMIZE EXPOSURE OF CONSTRUCTION MATERIALS TO PRECIPITATION. 4.

OR IN A STORAGE SHED (COMPLETELY ENCLOSED)

SECONDARY CONTAINMENT TO PREVENT ANY SPILLAGE OR LEAKAGE)

STORE CHEMICALS IN WATERTIGHT CONTAINERS (WITH APPROPRIATE 3.

FLY-ASH, STUCCO, HYDRATED LIME, ETC.)

ARE NOT ACTIVELY BEING USED (I.E. SOIL, SPOILS, AGGREGATE,

COVER AND BERM LOOSE STOCKPILED CONSTRUCTION MATERIALS THAT 2.

CABINETS, CONDUCTORS, INSULATORS, BRICKS, ETC...)

TO ENVIRONMENTAL CONDITIONS (I.E. POLES, EQUIPMENT PADS,

AND EQUIPMENT THAT ARE DESIGNED TO BE OUTDOORS AND EXPOSED

EXPECTED TO BE PRODUCED. THIS DOES NOT INCLUDE MATERIALS

BE USED AND THE END PRODUCTS THAT ARE PRODUCED AND/OR

CONDUCT INVENTORY OF THE PRODUCTS USED AND/OR EXPECTED TO 1.

& ABBREVIATIONS

GENERAL NOTES, SYMBOLS

T0.2

3. HIGH STRENGTH BOLTS (HSB): ASTM A-325N BEARING TYPE CONNECTIONS.

4. MACHINE BOLTS: CONFORM TO ASTM A-307, GRADE A UNLESS OTHERWISE NOTED.

5. ANCHOR BOLTS: ASTM A-307, GRADE B, OR MADE FROM ASTM A-675, GRADE 75.

6. WELDING TO BE DONE BY ELECTRIC ARC PROCESS BY CERTIFIED WELDERS

7. INSPECTIONS: ALL STRUCTURAL WELDING AND BOLTING IS SUBJECT TO CONTINUOUS

VISUAL INSPECTION BY THE INSPECTOR IN BOTH SHOP AND FIELD. ADDITIONALLY,

ALL FULL-PENETRATION GROOVE WELDS SHALL BE ULTRASONICALLY INSPECTED TO AWS

8. PROVIDE SHOP DRAWINGS FOR REVIEW BY THE STRUCTURAL ENGINEER AND ARCHITECT

9. ALL STEEL EXPOSED TO THE WEATHER SHALL BE HOT-DIPPED GALVANIZED. TOUCH

UP ALL WELDS WITH ZINC-RICH PAINT. OTHERWISE, PROVIDE ALL STEEL WITH ONE

7. INSPECTIONS: SPECIAL INSPECTION IS REQUIRED FOR ALL CONCRETE PLACEMENT.

8. ALL REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A 706. ALL

WELDERS OF REINFORCING STEEL SHALL BE CERTIFIED FOR REBAR WELDING.

2. REMOVE THE EXISITNG LOOSE FILL SOIL WHICH ARE NOT SUITABLE FOR THE

FOUNDATION AND REPLACE W/ COMPACTED STRUCTURAL FILL.

1. PORTLAND CEMENT: TYPE I OR II CONFORMING TO ASTM C 150, LOW ALKALI. MILL

TESTED WITH CERTIFICATES OF COMPLIANCE REQUIRED.

2. REINFORCING STEEL: GRADE ASTM A 615, GRADE 60, UNLESS NOTED OTHERWISE.

IDENTIFIED AND CERTIFIED REINFORCING STEEL WITH MILL TEST REPORTS TO BE

FURNISHED. OTHERWISE, SAMPLE AND TEST STEEL NOT PROPERLY IDENTIFIED.

3. CONSISTENCY: WATER SHALL NOT EXCEED AMOUNT PERMITTED IN MIX DESIGNS. TO

BE CHECKED BY THE SLUMP TEST, ASTM C-143, TO BE MADE WHEN TEST CYLINDERS

ARE CAST, AND ADDITIONALLY AS REQUIRED. MAXIMUM SLUMPS SHALL NOT EXCEED

4" FOR SLABS, 5" FOR FOOTINGS, WALLS, AND COLUMNS.

4. METHOD OF PLACING: AS NEARLY AS POSSIBLE IN FINAL POSITION WITH MINIMUM

HANDLING USING THE PROCEDURE IN ACI 301 TO REDUCE SEGREGATION. FREE DROP,

NOT MORE THAN 4’-0". USE PUMP, TREMIES, SPOUTS, DUMP BOXES AND PORTS IN

FORMWORK TO REDUCE DROP. ASSURE THAT ALL ANCHORS, INSERTS, SLEEVES AND

5. LOCATION OF ALL CONSTRUCTION JOINTS SHALL BE APPROVED BY ARCHITECT OR

6. MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:

SUBMIT LAB MIX DESIGNS FOR ALL CONCRETE FOR ARCHITECT’S AND ENGINEER’S

MISCELLANEOUS HARDWARE ARE ACCURATELY SECURED IN FORMS BEFORE PLACING.

REVIEW.

STRUCTURAL ENGINEER.

3,000 PSI FOR ALL CONCRETE WORK.

CONCRETE AND REINFORCING STEEL

GENERAL NOTES

1. THE FOLLOWING NOTES, TYPICAL DETAILS AND SCHEDULES SHALL APPLY TO ALL

DRAWINGS UNLESS OTHERWISE SHOWN OR NOTED. DESIGN IS BASED ON REQUIRE-

MENTS OF THE IBC 2018 EDITION. CONSTRUCTION SHALL COMPLY WITH THE

DRAWINGS OR APPLICABLE LOCAL BUILDING CODES AND ORDINANCES WHERE

THEIR REQUIREMENTS ARE MORE SPECIFIC OR STRINGENT.

2. FRAMING CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE FRAMED SIMILAR TO

TYPICAL DETAILS AS SHOWN FOR SIMILAR CONDITIONS AND RESPECTIVE MATERIALS.

3. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED, FOR HEATER, MECHANICAL EQUIP-

MENT, ELECTRICAL EQUIPMENT, VENT DUCTS, PIPING, ETC. ALL SUSPENDED ME-

CHANICAL EQUIPMENT TO BE PROVIDED WITH APPROVED SWAY OR LATERAL BRACING.

4. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SLAB DEPRESSIONS,

SLOPES, CURBS, DRAINS, OPENINGS, ETC., NOT SHOWN ON STRUCTURAL DRAWINGS.

5. DIMENSIONS SHOWN ON DRAWINGS GOVERN. WHERE DIMENSIONS ARE NOT SHOWN,

VERIFY DIMENSIONS IN FIELD AND CONSTRUCT TO MEET THOSE REQUIREMENTS AND

6. THESE GENERAL NOTES AND DRAWINGS CONSTITUTE A PART OF THE CONSTRUCTION

DOCUMENTS. THE CONTRACTOR SHALL CONSULT THE JOB SPECIFICATIONS AND

FOLLOW THE MOST STRINGENT REQUIREMENTS BETWEEN THESE DRAWINGS AND THE

1. TESTING AGENCY SHALL BE A QUALIFIED INDEPENDENT TESTING LABORATORY SELECTED

2. PROVIDE TESTING AND INSPECTION AS SPECIFIED HEREIN AND ADDITIONALLY AS

REQUIRED BY THE GOVERNING LOCAL BUILDING LAWS. COSTS OF ALL TESTS AND

INSPECTIONS TO BE PAID FOR BY THE CONTRACTOR.

B. BOLTS EMBEDDED IN CONCRETE OR MASONRY (INCLUDING EXPANSION-TYPE AND

7. ALL WORK IS NEW (N) EXCEPT AS NOTED EXISTING (E).

BY THE OWNER BUT PAID BY THE CONTRACTOR.

3. REQUIRED AREAS OF SPECIAL INSPECTION:

CHEMICAL ANCHOR BOLTS)

C. REINFORCING STEEL

E. STRUCTURAL STEEL WELDING

A. EXCAVATIONS, GRADING AND FILLING

EARTHWORK AND FOUNDATIONS

THE SCALE OF THE DRAWINGS.

TESTING AND INSPECTIONS

SPECIFICATIONS.

STRUCTURAL STEEL

CODE D1.1.

HSB SHALL BE USED FOR ALL ROOF FRAMING CONNECTIONS.

AND PER AWS CODE D1.1.

PRIOR TO FABRICATION.

COAT OF SHOP PRIMER TENEMEC 10-99 OR EQUIVALENT.

SHALL BE PLACED 1’-6" MINIMUM BELOW LOWEST ADJACENT FINAL GRADE OR

SOILS, WITH ALL EXISTING LOOSE OR UNSUITABLE FILL SOILS REMOVED. FOOTINGS

3. ALL SPREAD FOOTINGS SHALL BEAR ON COMPACTED NATURAL OR STRUCTURAL FILL

PREPARED SLAB SUBGRADE, WHICHEVER IS LOWEST.

ABBREVIATIONS

CONCRETE MASONRY UNIT

CONTROL JOINT

CONSTRUCTION JOINT

EXPANSION JOINT

DIAMETER

INFO

FL

FIN

INT

INFORMATION

FLOOR

FINISH

INTERIOR

EXP J.T.

EA

EW

EQ

EL

FDN

EMBED

DL

DO

DIAG

DIA

DWL

DWG

EACH

EACH WAY

EQUAL

EMBEDMENT

ELEVATION

FOUNDATION

DETAIL

DITTO

DIAGONAL

DOWEL

DRAWING

CMU

CONT

CONC.

C.T.J.

C.J.

COL(S)

BOT

CLR

CONTINUOUS

CONCRETE

COLUMNS(S)

BOTTOM

CLEARANCE

CENTER LINE

BEAM

REQUIREDREQ’D

SCHEDULE

SIMILAR

TOP OF CONCRETE

TOP AND BOTTOM

STIFFENER

TOP OF STEEL

VERTICAL

TYPICAL

UNLESS NOTED OTHERWISE

TOP OF FOOTING

WORKING POINT

SLAB-ON-GRADE

UNO

VERT

WP

W/ WITH

SIM.

SCHED

THK

TOC

T&B

STIFF

STL

TOS

TYP.

TOF

S.0.G.

THICK

STEEL

NOT TO SCALE

OPPOSITE HAND

ON CENTER

PLACES

OPENING

REFERENCE

REINFORCING

NTS

OPP. HD.

PLS

PL

OPNG

OC

REF

REINF

PT POINT

PLATE

BM

CL

A.B. ANCHOR BOLT

D. STRUCTURAL CONCRETE PLACEMENT

REQUIREMENTS OF ACI-318-05, LATEST EDITION.

9. MINIMUM CONCRETE COVER FOR ALL REINFORCING STEEL SHALL BE ACOORDING TO

LOCATIONS, LAPS, CORNERS AND WALL INTERSECTION REQUIREMENTS.

AND TIE HORIZONTAL STEEL AS WORK PROCEEDS. REFER TO DETAILS FOR

IN PLACE, SECURELY TIED AND SUPPORTED BEFORE MASONRY IS STARTED. INSTALL

EVERY WALL BAR, OF SAME SIZE AND IN SAME LOCATION. VERTICAL STEEL TO BE

8. REINFORCING STEEL: AS SPECIFIED ABOVE FOR CONCRETE. PROVIDE DOWEL FOR

7. PROVIDE 1/2" MINIMUM CLEAR COVER TO ALL REINFORCING STEEL, DO NOT OFFSET

TO BE 48". USE OPEN-END BOND BEAM UNIT TYPICAL, U.N.O.

3. CONCRETE BLOCK WALLS SHALL HAVE ALL CELLS FILLED WITH GROUT. MAXIMUM LIFT

BARS AT SPLICES. PROVIDE MINIMUM 1" GROUT ALL AROUND AT ALL ANCHOR BOLTS.

9. ALL CELLS TO BE SOLID GROUTED. MINIMUM REINFORCING IN 8" C.M.U. WALLS

SHALL BE #4 @ 8" O.C. VERTICAL; #4 @ 24" O.C. HORIZONTAL, U.N.O.

6. LAP ALL REINFORCING BARS 48 DIAMETERS MINIMUM AT SPLICES, UNLESS NOTED

OTHERWISE.

4. GROUT MIX SHALL BE 1:3:2 PORTLAND CEMENT TO SAND TO PEA GRAVEL .

MINIMUM STRENGTH OF GROUT TO BE 3,000 PSI AT 28 DAYS.

5. MORTAR MIX SHALL BE 1:3 PORTLAND CEMENT TO SAND, TYPE S. MINIMUM STRENGTH

OF MORTAR TO BE 3,000 PSI AT 28 DAYS.

FOR DESIGN: 2,000 PSI.

2. ALL MASONRY DESIGNED FOR STRESSES WITH SPECIAL INSPECTION. F’M USED

UNITS SHALL HAVE NO CRACK. USE OPEN-ENDED UNITS W/ RUNNING BOND PATTERN

WEIGHT CONCRETE MASONRY UNITS CONFORMING TO ASTM C-90, GRADE N, TYPE I.

1. CONCRETE MASONRY UNITS: LOAD-BEARING STANDARD GRADE PRECISION MEDIUM

CONCRETE BLOCK MASONRY

AN ALLOWABLE DESIGN SOIL PRESSURE OF 1,500 PSF

ITEM 4 FOR SAND, SILTY SAND, CLAYEY SAND MATERIAL OR BETTER WITH

1. SOILS BEARING STRUCTURAL LOADS TO BE CONSISTENT WITH TABLE 1806.2

1. STRUCTURAL STEEL SHALL BE ERECTED AND FABRICATED PER AISC STANDARD

SPECIFICATION ANSI/AISC 360-10 AND ANSI/AISC 341-10.

2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWINGS:

FOR WIDE FLANGE SHAPE: ASTM A-992 GRADE 50 OR EQUIV.

FOR PLATES, ANGLES & CHANNELS: ASTM A36, U.O.N.

FOR TUBE SECTIONS (HSS) : ASTM A500, GRADE B (46 KSI)

FOR GUSSET PLATES AT BRACED FRAMES, COLUMN BASE PLATES: ASTM A-992, GR. 50

PEN PENETRATION

LIGHTGAGE STRUCTURAL METAL FRAMING

1. STRUCTURAL LIGHTGAGE METAL FRAMING SHALL CONFORM TO ASTM A653, GRADE 50

FOR MEMBERS 16 GAGE AND HEAVIER. FOR MEMBERS 18 GAGE (43 MIL) OR LIGHTER,

CONFORM TO ASTM A653, GRADE 33. ALL LIGHT GAUGE MEMBERS SHALL BE G60

HOT-DIP GALVANIZED.

2. ALL METAL JOISTS/ STUDS TO BE MANUFACTURED BY MEMBERS OF THE STEEL STUD

4. CONSTRUCTION SHALL ALSO COMPLY WITH ALL OF THE MANUFATURER’S INSTALLATION

MANUFACTURER’S ASSOCIATION, SSMA (ICC #4943P).

5. ALL SHEET METAL SCREWS (SMS) SHALL PROTRUDE 1/4" THROUGH METAL FRAMING.

SPECIFICATIONS AND RECOMMENDATIONS. ALL METAL STUDS SHALL HAVE STIFFENED

FLANGEDS. SEE DRAWINGS FOR SPEFICIFC DETAILS ON CONNECTIONS, BRACING, BRIDGING,

ETC. CONTRACTOR SHALL PROVIDE ALL ACCESSARIES INCLUDING, BUT NOT LIMITED TO,

TRACKS, CLIPS, ETC. REQUIRED FOR A COMPLETE AND PROPER INSTALLATION AND AS

RECOMMENDAED BY THE MANUFACTURER.

3. CONSTRUCTION OF ALL LIGHTGAGE FRAMING SHALL BE IN ACCORDANCE WITH LATEST

EDITION OF AISI SPECIFICATIONS FOR COLD FORMD STEEL STRUCTURAL MEMBERS.

6. MINIMUM ANCHORAGE FOR SILL TRACK TO CONCRETE FLOOR SHALL BE WITH HILTI

X-DNI LOW VELOCITY POWER DRIVEN INSERTS 0.145" DIAMETER @ 16" O.C. W/

1 1/4" MINIMUM EMBEDMENT, OR ICC APPROVED EQUAL. ANCHORS SHALL BE LOCATED

@ 3" MINIMUM FROM EDGE OF CONCRETE AND SHALL ALSO BE PLACED AJACENT TO

EACH WALL STUD @ 3" MAXIMUM DISTANCE.

SEISMIC IMPORTANT FACTOR, I = 1.25, Ss = 0.57, S1 = 0.164, SITE CLASS: D;

EARTHQUAKE RESIATANCE DESIGN CRITERIA

SDs = 0.511, SD1 = 0.234, SEISMIC RISK CATEGORY = D;

BASIC SEISMIC-FORCE-RESISTING SYSTEM: SPECIAL REINFORCED MASONRY SHEAR

WALLS, DESIGN BASE SHEAR; R=5.0; V=0.128 Wp (STR)

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE.

WIND RESISTANCE DESIGN CRITERIA

DESIGN WIND SPEED: V=145 MPH; EXPOSURE ’C’, RISK CATAGORY III

DESIGN CRITERIA

DRAWING TITLE:

DRAWN BY

PROJECT #

DRAWING NUMBER:

SCALE

DATE

AS NOTED

09/27/19

XXXX

STREET

LOCATION

PROJECT

NAME

HONOLULU, HI 96819

351 ELLIOTT STREET

WARDEN:

A.W.O.:

FACILITIES MGR.:

SAFETY MGR.:

SECURITY:

CHECKED:

APPROVED BY:

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BUREAU OF PRISONS

DEPARTMENT OF JUSTICE

UNITED STATES

FEDERAL DETENTION CENTER

HONOLULU, HAWAII

FEDERAL BUREAU OF PRISONS

REVISIONS BY DATENO.

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JCCES

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FINAL CONSTRUCTION DRAWINGS - 09/27/2019

JCCES #1830-03

385 VAN NESS AVENUE, SUITE 218

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GENERAL NOTES

STRUCTURAL

T0.3

PROJECT #

DRAWING NUMBER:

SCALE

DATE

AS NOTED

09/27/19

XXXX

STREET

LOCATION

PROJECT

NAME

HONOLULU, HI 96819

351 ELLIOTT STREET

WARDEN:

A.W.O.:

FACILITIES MGR.:

SAFETY MGR.:

SECURITY:

CHECKED:

APPROVED BY:

T

CI

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D E

P A

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BUREAU OF PRISONS

DEPARTMENT OF JUSTICE

UNITED STATES

FEDERAL DETENTION CENTER

HONOLULU, HAWAII

FEDERAL BUREAU OF PRISONS

REVISIONS BY DATENO.

GUN LOCKERS

JCCES

SENSITIVE BUT UNCLASSIFIED - SBU

XXX XX/XX/XXXXXXXXXXX1

FINAL CONSTRUCTION DRAWINGS - 09/27/2019

JCCES #1830-03

385 VAN NESS AVENUE, SUITE 218

JCC ENGINEERING SERVICES, INC.

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-6161

FAX (310) 212-5272

HONOLULU, HAWAII

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S

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No. C17376

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4.

TURNING & CLEAR SPACE

1.

3.

BUILDING BLOCKS

2.

1.

ONE ARM.

INCLUDE KNEE AND TOE CLEARANCE ONLY AT THE END OF EITHER THE BASE OR

CLEAR OF OBSTRUCTIONS 24 INCHES MIN. THE SPACE SHALL BE PERMITTED TO

OBSTRUCTIONS 12INCHES MIN. IN EACH DIRECTION AND THE BASE SHALL BE

36 INCHED WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF

T-SHAPED SPACE SHALL BE 60 INCH SQUARE MINIMUM WITH ARMS AND BASE

INCLUDE KNEE AND TOE CLEARANCE OR A T-SHAPED SPACE.

CLEAR SPACE OF 60 INCHES (1524 MM) WHICH SHALL BE PERMITTED TO

THE SPACE REQUIRED FOR A WHEELCHAIR TO MAKE A 180-DEGREE TURN IS A

KNEE SPACE REQUIRED UNDER SOME OBJECTS.

CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE PART OF THE

POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN OBJECT.

THE MINIMUM CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE

(762 MM BY 1219 MM).

SINGLE, STATIONARY WHEELCHAIR AND OCCUPANT IS 30 INCHES BY 48 INCHES

THE MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO ACCOMMODATE A

COMPLY WITH SECTION 308.

APPLIANCES OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL

A ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS,

CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF

FIG. 308.2.2 & 308.2.1

OBSTRUCTED & UNOBSTRUCTED FORWARD REACH

FIG. 308.3.2

OBSTRUCTED HIGH SIDE REACH

SCALE: N.T.S.

ADDITIONAL MANEUVERING CLEARANCE

SCALE: N.T.S.

T-SHAPE SPACE

3.

FLOORS AND LEVELS

2.

1.

4.

RAMPS AND PASSENGER ELEVATORS.

COMMON LEVEL THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN

IN BUILDING AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A

FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP-RESISTANT.

TREATMENT.

CHANGES IN LEVEL UP TO 1/4" MAY BE VERTICAL AND WITHOUT EDGE

SLOPE NO STEEPER THAN 1:2.

CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A

5.

EXPOSED EDGE.

FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE

SHALL BE 1/2". EXPOSED EDGES OF CARPET SHALL BE FASTENED TO

CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE.THE MAXIMUM PILE HEIGHT

OR NO CUSHION OR PAD; AND HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL

SHALL BE SECURELY ATTACHED; HAVE A FIRM CUSHION, PAD OR BACKING

IF CARPET OR CARPET TILE IS USED ON A GROUND OR FLOOR SURFACE, IT

CONTROLS AND OPERATING MECHANISMS

2.

1.

GREATER THAN 5 POUNDS OF FORCE.

OF THE WRIST. TO FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO

HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PUNCHING, OR TWISTING

CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE

ONE OF THE REACH RANGES SPECIFIED IN SECTIONS 11B-308.

RECEPTACLES, AND OTHER OPERABLE EQUIPMENT SHALL BE PLACED WITHIN

THE HIGHEST AND LOWEST OPERABLE PART OF ALL CONTROLS, DISPENSERS,

(c)

VERTICAL CHANGES IN LEVEL BEVELED CHANGES IN LEVEL

/4 /2

/4

M A

X

(d)

SCALE: N.T.S.

CHANGE IN LEVEL

MINI-MUM ABOVE THE FINISH FLOOR OR GROUND.

SHALL BE 27 INCHES (686 MM) MAXIMUM OR 80 INCHES (2032 MM)

INCHES (305 MM), THE LOWEST EDGE OF SUCH SIGN OR OBSTRUCTION

CLEAR DISTANCE BETWEEN THE POSTS OR PYLONS IS GREATER THAN 12

OTHER OBSTRUCTION IS MOUNTED BETWEEN POSTS OR PYLONS AND THE

MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE A SIGN OR

LOCATED 27 INCHES (686 MM) MINIMUM AND 80 INCHES (2032 MM)

OVERHANG CIRCULATION PATHS 12 INCHES (305 MM) MAXIMUM WHEN

FREE-STANDING OBJECTS MOUNTED ON POSTS OR PYLONS SHALL

(115 MM) MAXIMUM.

EXCEPTION: HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4‰ INCHES

HORIZONTALLY INTO THE CIRCULATION PATH.

GROUND SHALL PROTRUDE 4 INCHES (100 MM) MAXIMUM

NOT MORE THAN 80 INCHES (2030 MM) ABOVE THE FINISH FLOOR OR

OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES (685 MM) AND

PROTRUDING OBJECTS

THE DOMINANT DIRECTION OF TRAVEL.

SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO

A SPHERE MORE THAN ‰ INCH (13 MM) DIAMETER. ELONGATED OPENINGS

OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF

TOE & KNEE CLEARANCE

TOE CLEARANCE SHALL BE 30 INCHES (760 MM) WIDE MINIMUM.

CLEARANCE.

ABOVE THE FINISH FLOOR OR GROUND SHALL NOT BE CONSIDERED TOE

(150 MM) BEYOND THE AVAILABLE KNEE CLEARANCE AT 9 INCHES (230 MM)

MINIMUM UNDER THE ELEMENT. SPACE EXTENDING GREATER THAN 6 INCHES

FLOOR SPACE, THE TOE CLEARANCE SHALL EXTEND 17 INCHES (430 MM)

WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR

UNDER AN ELEMENT.

TOE CLEARANCE. TOE CLEARANCE SHALL EXTEND 25 INCHES (635 MM) MAXIMUM

INCHES (230 MM) ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED

SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR OR GROUND AND 9

CLEAR FLOOR OR GROUND SPACE OR TURNING SPACE.

BENEATH AN ELEMENT BUT SHALL NOT BE CONSIDERED AS PART OF THE

COMPLY WITH 306. ADDITIONAL SPACE SHALL NOT BE PROHIBITED

FLOOR OR GROUND SPACE OR TURNING SPACE, THE SPACE SHALL

WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF CLEAR

FINISH FLOOR OR GROUND.

AND 8 INCHES (205 MM) DEEP MINIMUM AT 27 INCHES (685 MM) ABOVE THE

DEEP MINIMUM AT 9 INCHES (230 MM) ABOVE THE FINISH FLOOR OR GROUND,

CLEAR FLOOR SPACE, THE KNEE CLEARANCE SHALL BE 11 INCHES (280 MM)

WHERE KNEE CLEARANCE IS REQUIRED UNDER AN ELEMENT AS PART OF A

GROUND.

UNDER AN ELEMENT AT 9 INCHES (230 MM) ABOVE THE FINISH FLOOR OR

CLEARANCE. KNEE CLEARANCE SHALL EXTEND 25 INCHES (635 MM) MAXIMUM

MM) ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED KNEE

SPACE UNDER AN ELEMENT BETWEEN 9 INCHES (230 MM) AND 27 INCHES (685

FIG. 306.3

KNEE CLEARANCE

FIG. 306.2

TOE CLEARANCE

1.

2.

1.

2.

3.

4.

REACH RANGES

[303.2]

[303.1]

[303.3]

[302.2]

6.

[302.3]

7.

RAMPED.

CHANGES IN LEVEL GREATER THAN 1/2 INCH (12.7 MM) HIGH SHALL BE

[303.4]

[304.3.1&2]

[305.3~5]

6 INCHES FOR FORWARD APPROACH AND 12 INCHES FOR PARALLEL APPROACH.

ON ALL OR A PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCES OF

IF A CLEAR FLOOR SPACE IS LOCATED IN AN ALCOVE OR OTHERWISE CONFINED

ANOTHER WHEELCHAIR CLEAR FLOOR SPACE.

A WHEELCHAIR SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ADJOIN

ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE FOR

[305.6~7]

[306.1]

[306.2.1&2]

[306.2.3&4]

[306.2.5]

[306.3.1&2]

[306.3.3]

SINKS, BUILT-IN DINING AND WORK SURFACES.

THE TOE CLEARANCE SHALL EXTEND 17 INCHES (430 MM) MINIMUM UNDER

LAVATORIES.

TOE CLEARANCE SHALL EXTEND 25 INCHES (635 MM) MAXIMUM UNDER 5.

[306.2.2]

[306.2.3]

[307.2]

[309.3]

[309.4]

OBSTRUCTION.

GUY OR SIMILAR DEVICE SHALL BE USED TO PREVENT AN OVERHANGING

INCLUDING BUT NOT LIMITED TO SIDEWALKS, A GUY BRACE, SIDEWALK

WHERE A GUY SUPPORT IS USED PARALLEL TO A CIRCULATION PATH,

27 INCHES (685 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.

THE LEADING EDGE OF SUCH GUARDRAIL OR BARRIER SHALL BE LOCATED

VERTICAL CLEARANCE IS LESS THAN 80 INCHES (2030 MM) HIGH.

GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE THE

VERTICAL CLEARANCE SHALL BE 80 INCHES (2030 MM) HIGH MINIMUM.

[307.3]

REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES.

307.5 REQUIRED CLEAR WIDTH. PROTRUDING OBJECTS SHALL NOT

INCHES (1980 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND.

DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78

[307.4]

3.

FOR ACCESSIBLE ROUTES.

PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED

[307.5]

[307.4 EXCEPT]

5.

[308.1]

BUILDING BLOCKS

ACCESSIBILITY NOTES

T2.1

PROJECT #

DRAWING NUMBER:

SCALE

DATE

AS NOTED

09/27/19

XXXX

STREET

LOCATION

PROJECT

NAME

HONOLULU, HI 96819

351 ELLIOTT STREET

WARDEN:

A.W.O.:

FACILITIES MGR.:

SAFETY MGR.:

SECURITY:

CHECKED:

APPROVED BY:

T

CI

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P

OF

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OF

JU

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L

RUB

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D E

P A

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TM

ENT

A

BUREAU OF PRISONS

DEPARTMENT OF JUSTICE

UNITED STATES

FEDERAL DETENTION CENTER

HONOLULU, HAWAII

FEDERAL BUREAU OF PRISONS

REVISIONS BY DATENO.

GUN LOCKERS

JCCES

SENSITIVE BUT UNCLASSIFIED - SBU

XXX XX/XX/XXXXXXXXXXX1

FINAL CONSTRUCTION DRAWINGS - 09/27/2019

JCCES #1830-03

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FAX (310) 212-5272

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2.

3.

DOORS, DOORWAYS, AND GATES

1.

3.

2.

ACCESSIBLE ROUTE OF TRAVEL

5.

3.

4.

2.

WALKS AND SIDEWALKS

1.

4.

3.

ACCESSIBILITY NOTES

2.

1.

8.

PLATES SHALL BE CAPPED.

SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK

(1.6 MM) OF THE SAME PLANE AS THE OTHER AND BE FREE OF

VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH

WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR

HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL

OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL

SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES (254 MM)

THE DOOR OR GATE IN A CLOSED POSITION.

RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD

THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO

EXTERIOR HINGED DOORS: 5 POUNDS (22.2 N) MAXIMUM. 4.

EXCEED 15 POUNDS (66.7 N).

ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO

REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE 3.

SLIDING OR FOLDING DOORS: 5 POUNDS (22.2 N) MAXIMUM. 2.

MAXIMUM.

INTERIOR HINGED DOORS AND GATES: 5 POUNDS (22.2 N) 1.

OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS:

THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE

10.

9.

9.

5.

7.

6.

Y

X

24" PREFERRED

M

IN

24" MIN.

SWINGING DOORS

FRONT APPROACHES-

FRONT APPROACHES-

SLIDING & FOLDING DOORS

THE CLEARANCES FOR FRONT APPROACHES.

ALL DOORS IN ALCOVES SHALL COMPLY WITH

M

IN

NOTE:

(b)

(a)

IF Y=60" THEN X=36" MIN.,

HINGE SIDE APPROACHES-

SLIDE SIDE APPROACHES-

SLIDING & FOLDING DOORS

M

IN

(d)

22" MIN.

SWINGING DOORS

NOTE:

(c)

M

IN

DIRECTION OF APPROACH

SLIDING & FOLDING DOORS

LATCH SIDE APPROACHES-

(f)

NOTE:

LATCH SIDE APPROACHES-

SWINGING DOORS

HAS CLOSER

Y=54" IF DOOR

(e)

Y=48" MIN. IF DOOR

24" MIN.

24" MIN.

PUSH SIDE

LATCH AND CLOSER.

X=12" IF DOOR HAS BOTH

M

IN

PULL SIDE

NOTE:

X

180 DEGREE TURN

DIMENSIONS SHOWN

APPLY WHEN X < 48".

NOTE:

(A)

PUSH SIDE

BOTH LATCH AND CLOSER.

Y=48" MIN. IF DOOR HAS

M

IN

18" MIN.

PULL SIDE

NOTE:

22" MIN.

NOTE:

M

IN

PULL SIDE

HAS CLOSER

PUSH SIDE

M

IN

42" MIN. 42" MIN.X

MAXIMUM DOORWAY DEPTH

(e)

32" MIN.

M A

X

(c)

(b)

HINGED DOOR

SLIDING DOOR

32" MIN.

(d)

FOLDING DOOR

32" MIN.

32" MIN.

4.

ACCESSIBLE SPACES THAT ARE ON THE SAME SITE.

BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND

AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE

PROVIDED, ALL ROUTES SHALL BE ACCESSIBLE.

THEY SERVE. WHEN MORE THAN ONE ROUTE OF TRAVEL IS

AND PUBLIC STREETS OR SIDEWALKS, TO THE ACCESSIBLE BUILDING

ACCESSIBLE PARKING AND ACCESSIBLE PASSENGERS LOADING ZONES,

SITE SHALL BE PROVIDED FROM PUBLIC TRANSPORTATION STOPS,

AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE BOUNDARY OF THE

THROUGH 6.

PATH UNLESS EXEMPTED BY SECTION 206.2.3 EXCEPTIONS 1

MEZZANINES, WHICH ARE OTHERWISE CONNECTED BY A CIRCULATION

AND ELEMENTS WITHIN THE BUILDING OR FACILITY, INCLUDING

BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES

AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE

CHANGES IN LEVEL SHALL COMPLY WITH 303.

MADE ACCESSIBLE TO THE PHYSICALLY DISABLED.

ALL PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES SHALL BE

REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS.

ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS

ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST

OPENING HARDWARE.

PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE

PUSH-PULL ACTIVATED BARS, OR OTHER HARDWARE DESIGNED TO

SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS,

WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERABLE WITH A

LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND

IS 5 SECONDS MINIMUM.

MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH

FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO

DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT

(12.7 MM) HIGH MAXIMUM.

THRESHOLDS, IF PROVIDED AT DOOR-WAYS, SHALL BE 1/2 INCH

7.

6.

SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM.

FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR OR GATE

DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT 8.

FEET OF HORIZONTAL RUN (8.3 PERCENT GRADIENT).

IN THE ACCESSIBLE ROUTE OF TRAVEL SHALL BE 1 FOOT RISE IN 12

PROVIDES ACCESS FOR PERSONS WITH PHYSICAL DISABILITIES, OR IS

THE MAXIMUM SLOPE OF A RAMP THAT SERVES ANY EXIT WAY,

THE 1:48.

THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN

INCHES.

PEDESTRIAN RAMPS SHALL HAVE A MINIMUM CLEAR WIDTH OF 36

SLOPE LESS THAN 1:48.

EACH RAMP RUN. CHANGES IN LEVEL ARE NOT PERMITTED. EXCEPT

RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE BOTTOM OF

DIRECTION OF RAMP RUN.

LANDINGS SHALL EXTEND 72 INCHES ( 1829 MM) MINIMUM IN THE

LENGTH SHALL BE 60 INCHES (1524 MM) LONG MINIMUM. BOTTOM

BE 60 INCHES (1524 MM) WIDE MINIMUM. THE LANDING CLEAR

WIDEST RAMP RUN LEADING TO THE LANDING. TOP LANDINGS SHALL

THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE

TRAVEL FROM THE UPPER RAMP RUN.

INCHES (1829 MM) MINIMUM IN THE DIRECTION OF DOWNWARD

HAVE A CLEAR LANDING 60 INCHES (1525 MM) MINIMUM BY 60

RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL

BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA.

MANEUVERING CLEARANCES REQUIRED BY 404.2.4 AND 404.3.2 SHALL

WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING,

4.

BETWEEN 34 INCHES AND 44 INCHES ABOVE THE FLOOR.

HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED

5.

GROUND.

78 INCHES (1981 MM) MINIMUM ABOVE THE FINISH FLOOR OR

2. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE

FOR THE LATCH SIDE STOP.

MAXIMUM INTO THE REQUIRED CLEAR WIDTH SHALL BE PERMITTED

1. IN ALTERATIONS, A PROJECTION OF 5/8 INCH (15.9 MM)

EXCEPTIONS:

INCHES (102 MM).

ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4

WIDTH BETWEEN 34 INCHES (864 MM) AND 80 INCHES (2032 MM)

FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING

OPENING WIDTH LOWER THAN 34 INCHES (864 MM) ABOVE THE

THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR

A CLEAR OPENING OF 36 INCHES (914 MM) MINIMUM.

OPENINGS MORE THAN 24 INCHES (610 MM) DEEP SHALL PROVIDE

THE STOP, WITH THE DOOR OPEN 90 DEGREES.

DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND

(813 MM) MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH SWINGING

DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES

RAMPS (EXTERIOR OR INTERIOR)

RAMPS

1.

FIG 404.2.4

MANUEVERING CLEARANCES AT DOORS

FIG. 404.2.4.1

CLEAR DOORWAY WIDTH & DEPTH

FIG. 403.5.2

CLEAR WIDTH AT TURN

[206.2.1]

[206.2.4]

THE APPLICABLE REQUIREMENTS OF DIVISION 4

ALL COMPONENTS OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH

EXCLUDING THE FLARED SIDES, ELEVATORS, AND PLATFORM LIFTS.

SLOPE NOT STEEPER THAN 1:20, DOORWAYS, RAMPS, CURB RAMPS

FOLLOWING COMPONENTS: WALKING SURFACES WITH A RUNNING

ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE

[402.2]

[206.2.2]

180 DEGREE TURN (EXCEPTION)

DIMENSIONS SHOWN

APPLY WHEN X < 48".

NOTE:

(B)

36" MIN. 36" MIN.X

SHALL NOT BE STEEPER THAN 1:48.

STEEPER THAN 1:20. THE CROSS SLOPE OF WALKING SURFACES

THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE

[403.3]

[403.4]

(914 MM) MINIMUM.

THE CLEAR WIDTH OF WALKING SURFACES SHALL BE 36 INCHES

[403.5.1]

(1118 MM) MINIMUM IF SERVING ELEMENTS ON BOTH SIDES.

MINIMUM IF SERVING ELEMENTS ON ONLY ONE SIDE, AND 44 INCHES

THE CLEAR WIDTH FOR AISLES SHALL BE 36 INCHES (914 MM) 4.

36 INCHES (914 MM).

UNREASONABLE HARDSHIP, THE CLEAR WIDTH MAY BE REDUCED TO

48-INCH (1219 MM) CLEAR SIDEWALK WIDTH WOULD CREATE AN

THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THE

RESTRICTIONS, NATURAL BARRIERS OR OTHER EXISTING CONDITIONS,

INCHES (1219 MM) MINIMUM. WHEN, BECAUSE OF RIGHT-OF-WAY

THE CLEAR WIDTH FOR SIDEWALKS AND WALKS SHALL BE 48 3.

INCHES (1118 MM) MINIMUM.

SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL BE 44

THE CLEAR WIDTH FOR WALKING SURFACES IN CORRIDORS 2.

MINI-MUM AND 36 INCHES (914 MM) WIDE MINIMUM.

SEPARATED BY SEGMENTS THAT ARE 48 INCHES (1219 MM) LONG

MM) MAXIMUM PROVIDED THAT REDUCED WIDTH SEGMENTS ARE

INCHES (813 MM) MINIMUM FOR A LENGTH OF 24 INCHES (610

1. THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32

EXCEPTIONS:

INTERSECTION.

SPACE EXTEND 48 INCHES (1219 MM) MINIMUM BEYOND THE

11B-304.3.2 WHERE THE BASE AND ARMS OF THE T -SHAPED

PROVIDING A T-SHAPED SPACE COMPLYING WITH SECTION

MM) MINIMUM; OR, AN INTERSECTION OF TWO WALKING SURFACES

A SPACE 60 INCHES (1524 MM) MINIMUM BY 60 INCHES (1524

FEET (60,960 MM) MAXI-MUM. PASSING SPACES SHALL BE EITHER:

(1524 MM) SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200

AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60 INCHES

[403.5.3]

[404.2.7]

[404.2.3]

[404.2.5]

[404.2.8.1]

[404.2.8.2]

[404.2.9]

[404.2.10]

[405.2]

[405.3]

[405.5]

MAXIMUM.

THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES (762 MM)

[405.6]

[405.7]

[405.7.2&3]

[405.7.4]

[405.7.5]

LESS THAN 6 INCHES (152 MM) IN RISE.

AT DOOR LANDINGS, HANDRAILS ARE NOT REQUIRED ON RAMP RUNS

[405.8]

10.

RAMP LANDINGS.

PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF

EDGE PROTECTION IN FORM OF CURB OR BARRIER SHALL BE

[405.9]

11.

LENGTH OF THE RAMP.

PROVIDE A CONTINUOUS AND UNINTERRUPTED BARRIER ALONG THE

PREVENT WHEEL ENTRAPMENT, THE CURB OR BARRIER SHALL

INCHES (102 MM) OF THE FINISH FLOOR OR GROUND SURFACE. TO

DIAMETER SPHERE, WHERE ANY PORTION OF THE SPHERE IS WITHIN 4

PROVIDED THAT PREVENTS THE PASSAGE OF A 4 INCH (102 MM)

A CURB, 2 INCHES (51 MM) HIGH MINIMUM, OR BARRIER SHALL BE

[405.9.2]

PATH OF TRAVEL

ACCESSIBILITY NOTES

T2.2

M

IN

A

X

18"-19"

6"MAX

48" MIN.

18"-19"

HIGH SPOUT 42" MAX.

LOW SPOUT 36" MAX.

CLEAR LEVEL FLOOR AREA

5"15" MAX

ACCESSIBLE SPOUT HEIGHT

8"

DRAWING TITLE:

DRAWN BY

PROJECT #

DRAWING NUMBER:

SCALE

DATE

AS NOTED

09/27/19

XXXX

STREET

LOCATION

PROJECT

NAME

HONOLULU, HI 96819

351 ELLIOTT STREET

WARDEN:

A.W.O.:

FACILITIES MGR.:

SAFETY MGR.:

SECURITY:

CHECKED:

APPROVED BY:

T

CI

E

S N

O S I

R

P

OF

U

OF

JU

S

E

L

RUB

A R

E D

E F

D E

P A

R

TM

ENT

A

BUREAU OF PRISONS

DEPARTMENT OF JUSTICE

UNITED STATES

FEDERAL DETENTION CENTER

HONOLULU, HAWAII

FEDERAL BUREAU OF PRISONS

REVISIONS BY DATENO.

GUN LOCKERS

JCCES

SENSITIVE BUT UNCLASSIFIED - SBU

XXX XX/XX/XXXXXXXXXXX1

FINAL CONSTRUCTION DRAWINGS - 09/27/2019

JCCES #1830-03

385 VAN NESS AVENUE, SUITE 218

JCC ENGINEERING SERVICES, INC.

ARCHITECTS PLANNERSENGINEERS

TORRANCE, CALIFORNIA 90501

PH (310) 212-6161

FAX (310) 212-5272

HONOLULU, HAWAII

FEDERAL

DETENTION CENTER

S

Ren.

E

OFC

T A

T R

FOILA

N

IA

R

R E

O B

O W.

S L

H

No. C17376

11/19

L I C

E

N

SED ARCH

IT

E

C T

T

SURFACE. [602.9]

AND TO WITHIN 6 INCHES (152 MM) VERTICALLY FROM THE FLOOR OR GROUND

SHALL PROJECT HORIZONTALLY AT LEAST AS FAR AS THE DRINKING FOUNTAIN

COMPLY WITH SECTION 11B-305.7. WHEN USED, WING WALLS OR BARRIERS

(813 MM) WIDE MINIMUM AND 18 INCHES (457 MM) DEEP MINIMUM, AND SHALL

AREA WITHIN WHICH A DRINKING FOUNTAIN IS LOCATED SHALL BE 32 INCHES

POSITIONED SO AS NOT TO ENCROACH INTO PEDESTRIAN WAYS. THE PROTECTED

ALCOVES, POSITIONED COMPLETELY BETWEEN WING WALLS, OR OTHERWISE

ALL DRINKING FOUNTAINS SHALL EITHER BE LOCATED COMPLETELY WITHIN

[602.8]

INCHES (457 MM) MINIMUM AND 19 INCHES (483 MM) MAXIMUM IN DEPTH.

WALL- AND POST-MOUNTED CANTILEVERED DRINKING FOUNTAINS SHALL BE 18

THE FINISH FLOOR OR GROUND. [602.7]

38 INCHES (965 MM) MINIMUM AND 43 INCHES (1090 MM) MAXIMUM ABOVE

SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE

DEGREES MAXIMUM. [602.6]

OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15

INCHES (75 MM) AND 5 INCHES (125 MM) MAXIMUM FROM THE FRONT

BE 30 DEGREES MAXIMUM. WHERE SPOUTS ARE LOCATED BETWEEN 3

OF THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL

THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3 INCHES (75 MM)

SHALL BE MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF

FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM

HIGH MINIMUM AND SHALL BE LOCATED 5 INCHES (125 MM) MAXIMUM

THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES (100 MM)

FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. [602.5]

THE VERTICAL SUPPORT AND 5 INCHES (125 MM) MAXIMUM FROM THE

THE SPOUT SHALL BE LOCATED 15 INCHES (380 MM) MINIMUM FROM

FINISH FLOOR OR GROUND. [602.4]

SPOUT OUTLETS SHALL BE 36 INCHES (915 MM) MAXIMUM ABOVE THE

[602.3]DEVICE.

EDGE OF THE FOUNTAIN OR AN AUTOMATIC ELECTRONICALLY CONTROLLED

FRONT

MOUNTED OR SIDE MOUNTED AND LOCATED WITHIN 6 INCHES (152 MM) OF THE

SHALL BE ACTIVATED BY A MANUALLY OPERATED SYSTEM THAT IS FRONT

OPERABLE PARTS SHALL COMPLY WITH SECTION 309. THE FLOW OF WATER

DRINKING FOUNTAIN. [602.2]

ON THE UNIT. KNEE AND TOE CLEARANCE SHALL BE PROVIDED UNDERNEATH THE

INCHES BY 48 INCHES) POSITIONED FOR A FORWARD APPROACH AND CENTERED

DRINKING FOUNTAIN SHALL HAVE THE MIN. CLEAR FLOOR OR GROUND SPACE (30

DRINKING FOUNTAIN

1.

17" MIN.

8" MIN. (KNEE CLR.)

6" MAX.(TOE CLR.)

13 1/2" MIN.

X

T O

C

N T

R O

L

X

X

6" MAX.

3’-0" MIN.

42" MIN.12"

16"~18"

54" MIN

7"-9"

M A

X

X

SANITARY NAPKINPAPER TOWEL

DISPENSER

SOAP

DISPENSER

X

INSULATE HOT WATER

LINES AND DRAINS

GRAB BAR

DISPENSER

SEAT COVER

TOILET TISSUE

DISPENSER

SANITARY NAPKIN

DISPOSAL RECEPTACLE

SEAT COVER

DISPENSER

MAX.

24" MIN.

X

MIRROR

FAUCET AT WALL

B

T T

F

HUNG LAVATORY

R

E F

L E

C T

IV

E

S U

R F

A C

E

HOT WATER SUPPLY

INSULATED DRAINPIPE/

6" MAX.(TOE CLR.)

M

IN

M A

X

M

IN

M

IN

8" MIN.(KNEE CLR.)

17" MIN.

M A

X

DISPENSER/WASTE

X

X

SOAP

MIRROR

X

M

IN

M

IN

M A

X

M

IN

INSULATED DRAINPIPE/

HOT WATER SUPPLY

LAVATORY

T T

IR

R O

R

FAUCET AT COUNTERTOP

MIRROR

X

COAT HOOK

30"MIN.

CLR. SPACE

LINES AND DRAINS

INSULATE HOT WATER

X

SHELF

18"

MIRROR

30"MIN.

CLR. SPACE

30"MIN.

CLR. SPACE

48"MIN.

CLR. SPACE

6"MAX.

MIRROR

FIXTURE MOUNTING HEIGHTS

SCALE: ADA-REQS-40 81 FEET4

1/4" = 1’-0"

11" MIN.11" MIN.

MAX.

12"

39-41" MIN.

T1.2

SHALL BE ACCESSIBLE.

SEPARATE USER GROUPS, THE TOILET FACILITIES SERVING EACH USER GROUP

WHERE SEPARATE TOILET FACILITIES ARE PROVIDED FOR THE EXCLUSIVE USE OF

BATHING AND TOILET FACILITIES

POUNDS-FORCE (LBF)

REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5

MORE THAN 44 INCHES (1118 MM) MAX. ABOVE THE FLOOR. THE FORCE

VALVES SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET, NO

REQUIRE TIGHT GRASPING, PINCHING OR TWISTING. CONTROLS FOR THE FLUSH

FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT

FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED

WHERE THE EXISTING FIXTURE IS LESS THAN 15 INCHES (381 MM) HIGH.

A 3-INCH (76 MM) HIGH SEAT SHALL BE PERMITTED ONLY IN ALTERATIONS

EXCEPTIONS:

POSITION. SEATS SHALL BE 2 INCHES (51 MM) HIGH MAXIMUM.

THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED

INCHES (432 MM) MINIMUM AND 19 INCHES (483 MM) MAXIMUM MEASURED TO

THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 17

WITHIN THE REQUIRED WATER CLOSET CLEARANCE.

TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED

FLOOR SPACE AND CLEARANCES REQUIRED AT OTHER FIXTURES, AND THE

NAPKIN DISPOSAL UNITS, COAT HOOKS, SHELVES, ACCESSIBLE ROUTES, CLEAR

OVERLAP THE WATER CLOSET, ASSOCIATED GRAB BARS, DISPENSERS, SANITARY

THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO

BE PROVIDED IN FRONT OF THE WATER CLOSET.

(1524 MM) WIDE AND 48 INCHES (1219 MM) DEEP MANEUVERING SPACE SHALL

FIXTURES.

WHERE THE COMBINATION OF URINALS AND WATER CLOSEST TOTALS SIX OR MORE

COMPARTMENT, WHERE SIX OR MORE TOILET COMPARTMENTS ARE PROVIDED, OR

COMPARTMENT, AT LEAST ONE COMPARTMENT SHALL BE AMBULATORY

COMPARTMENT SHALL BE ACCESSIBLE. IN ADDITION TO THE ACCESSIBLE

WHERE TOILET COMPARTMENTS ARE PROVIDED, AT LEAST ONE TOILET

ROOM SHALL COMPLY WITH SECTION 603.

SECTION 603. WHERE BATHING ROOMS ARE PROVIDED, EACH BATHING

WHERE TOILET ROOMS ARE PROVIDED, EACH TOILET ROOM SHALL COMPLY WITH

THE SAME FLOOR AS EXISTING INACCESSIBLE TOILET OR BATHING ROOMS.

WITH SECTION 213.2.1 IS PROVIDED AND LOCATED IN THE SAME AREA AND ON

WHERE A SINGLE UNISEX TOILET ROOM OR BATHING ROOM COMPLYING

603, ALTERING EXISTING TOILET OR BATHING ROOMS SHALL NOT BE REQUIRED

IN ALTERATIONS WHERE IT IS TECHNICALLY INFEASIBLE TO COMPLY WITH SECTION

UNISEX TOILET ROOMS AND UNISEX BATHING ROOMS SHALL HAVE PRIVACY LATCHES.

SHOWER AND ONE BATHTUB, ONE LAVATORY, AND ONE WATER CLOSET. DOORS TO

ONE URINAL. UNISEX BATHING ROOMS SHALL CONTAIN ONE SHOWER OR ONE

MORE THAN TWO WATER CLOSETS WITHOUT URINALS OR ONE WATER CLOSET AND

UNISEX TOILET ROOMS SHALL CONTAIN NOT MORE THAN ONE LAVATORY, AND NOT

MINIMUM.

THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12 INCHES (305 MM)

AT THE ENDS SHALL BE 11/2 INCHES (38 MM) MINIMUM. THE SPACE BETWEEN

MM), THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND

THE SPACE BETWEEN THE WALL…