improvements @ district offices€¦ · nfpa 2001 clean agent fire extinguishing systems 2008...

PROJECT DIRECTORY

PROJECT ADDRESS & OWNERSAN JACINTO UNIFIED SCHOOL DISTRICT2045 S SAN JACINTO AVENUESAN JACINTO, CA 92583TELEPHONE: 951‐929‐7700

ARCHITECTPCH ARCHITECTS30 SOUTH CENTER STREETREDLANDS, CALIFORNIA 92373(909) 792‐7397(909) 792‐7873 (FAX)

HWY 47

215

FWY

PROJECT SITE:2045 S SAN JACINTO AVE.SAN JACINTO, CA 92583

NORTH

SCOPE OF WORK FOR THE PROJECT SHALL INCLUDE, BUT NOT BE LIMITED TO THEFOLLOWING:

• DEMOLITION OF SITEWORK AND INTERIOR CONSTRUCTION.• NEW SITEWORK INCLUDE PAVING, PARKING AND SIGNAGE.• INTERIOR RENOVATION OF RESTROOMS AND ACCESSIBLE PATH ITEMS.

SCOPE OF WORKAPPLICABLE CODESPARTIAL LIST OF APPLICABLE CODES AS OF JANUARY 1, 2014

2016 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.

2016 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.(2015 INTERNATIONAL BUILDING CODE VOLUMES 1-2 & 2016 CALIFORNIA AMENDMENTS)

2016 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.(2014 NATIONAL ELECTRICAL CODE & 2016 CALIFORNIA AMENDMENTS)

2016 CALIFORNIA MECHANICAL CODE (CMC) PART 4, TITLE 24 C.C.R.(2015 UNIFORM MECHANICAL CODE & 2016 CALIFORNIA AMENDMENTS)

2016 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.(2016 UNIFORM PLUMBING CODE & 2016 CALIFORNIA AMENDMENTS)

2016 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R.

2016 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R.(2016 INTERNATIONAL FIRE CODE & 2016 CALIFORNIA AMENDMENTS)

2016 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), Part 11, Title 24 C.C.R.

2016 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R.

TITLE 8 C.C.R., CH. 4, SUB-CH. 6 - ELEVATOR SAFETY ORDERS

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

PARTIAL LIST OF APPLICABLE STANDARDS

NFPA 13 AUTOMAITIC FIRE SPRINKLER SYSTEMS 2016 EDITION

NFPA 14 STANDPIPE AND HOSE SYSTEMS 2013 EDITION

NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2013 EDITION

NFPA 17a WET CHEMICAL EXTINGUISHING SYSTEMS 2013 EDITION

NFPA 20 STATIONARY PUMPS FOR FIRE PROTECTION 2016 EDITION

NFPA 24 PRIVATE FIRE MAINS (CA AMENDED) 2010 EDITION

NFPA 72 NATIONAL FIRE ALARM CODE (CA AMENDED) 2010 EDITION

NFPA 80 FIRE DOOR AND OTHER OPENING PROTECTIVES 2007 EDITION

NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2008 EDITION

REFERENCE CODE SECTION FOR NFPA STANDARDS - 2010 CBC (SFM) CHAPTER 35SEE CHAPTER 35 FOR STATE OF CALIFORNIA AMENDMENTS TO NFPA STANDARDS

ASME A17.1-2004, SAFETY CODE FOR ELEVATORS AND ESCALATORS

ASME A18.1-2003, SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIRLIFTS

ASTM F 1487-98 STANDARD CONSUMER SAFETY PERFORMANCE SPECIFICATION FORPLAYGROUND EQUIPMENT FOR PUBLIC USE

ASTM F 1951-99 STANDARD SPECIFICATION FOR DETERMINATION OF ACCESSIBILITY OFSURFACE SYSTEMS UNDER AND AROUND PLAYGROUND EQUIPMENT

ASTM F 1292-99 STANDARD SPECIFICATION FOR DETERMINATION OF ACCESSIBILITY OFSURFACE SYSTEMS UNDER AND AROUND PLAYGROUND EQUIPMENT

BHMA A156.10-1999 AMERICAN NATIONAL STANDARD FOR POWER OPERATED PEDESTRIANDOORS

BHMA A156.19-2002 AMERICAN NATIONAL STANDARD FOR POWER ASSIST AND LOWENERGY POWER OPERATED DOORS

SHEET INDEXSYMBOLS

VICINITY MAP

DETAIL REFERENCE TAG

BUILDING SECTION TAG

BUILDING ELEVATION TAG

WALLTYPE TAG

WINDOW NUMBER TAG

STRUCTURAL GRID LINES

CONSTRUCTION KEYNOTE

DOOR NUMBER TAG

INTERIOR ELEVATION TAG

ROOM NAME TAG

SPOT ELEVATION

NORTH ARROW

SHEET NUMBERDETAIL NUMBER

(SEE WINDOW SCHEDULE)

(SEE SHEET A-901)

DETAIL NUMBERSHEET NUMBER


(SEE LEGEND EACH SHEET)

(SEE DOOR / FRAME SCHEDULE)


ROOM NUMBERROOM CEILING HEIGHT

X

X

X

X

.NEW ELEV(EXIST. ELEV.)

A

1

A

B

C

D

X'-X"

SHT#

DTL#

EQUIPMENT TAG(SEE EQUIPMENT SCHEDULE)

X

DEMOLITION KEYNOTE(SEE LEGEND EACH SHEET)

X

DTL #SHT #

MATCH LINE

DTL #SHT #

NAMENO.

SHT #

FLORIDA AVE.

SAN

JAC

INTO

AVE

.

HW

Y 79

HEMET

PERRISTO PALMDESERT

BEAUMONT

10 FWY

TO SAN BERNARDINO

TO SAN DIEGO

TO PALMSPRINGS

TO RIVERSIDE

RAMONAEXPY

HW

Y 79

BEAU

MO

NT

AVE.

SAN JACINTO

1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING, AND IT SHALLBE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ANYDISCREPANCIES WHICH MAY EXIST BETWEEN THESE DRAWINGS AND THEACTUAL FIELD CONDITIONS.

2. THE CONTRACTOR SHALL THOROUGHLY INVESTIGATE, VERIFY AND BEARFULL RESPONSIBILITY FOR DIMENSIONS AND EXISTING CONDITIONS THATAFFECT CONSTRUCTION AS SHOWN ON THESE DRAWINGS. THE CONTRACTORSHALL NOTIFY THE ARCHITECT OF ANY CONDITION REQUIRING MODIFICATIONOR CHANGE PRIOR TO STARTING WORK.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING SITETOPOGRAPHY WITH WORK SHOWN ON THESE DRAWINGS. THE INTENT IS TOPROVIDE SUFFICIENT DRAINAGE AWAY FROM NEW AND EXISTING BUILDINGSOR STRUCTURES.

4. WHERE EXISTING FINISHES, FACILITIES AND SURFACES ARE DISTURBED,DAMAGED OR REMOVED DURING THE COURSE OF THE CONSTRUCTIONOPERATIONS, THE CONTRACTOR IS TO REPAIR OR REPLACE AS NECESSARYTO MATCH EXISTING. ALL NEW MATERIALS ADDED SHALL MATCH EXISTING INALL RESPECTS.

5. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE, AND CONTRACTORSHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING TOAVOID EXISTING DUCTS, PIPING, OR CONDUITS, ETC. AND TO PREVENTHAZARD TO PERSONNEL AND/OR DAMAGE EXISTING UNDERGROUND UTILITIESAND STRUCTURES WHETHER OR NOT SHOWN AND/OR INSTALLED BY OTHERCONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECTOR ENGINEER, SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED.

6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE ANDPROTECT ALL SUBSTRUCTURES AND UTILITIES WITHIN THE LIMITS OF NEWWORK WHETHER SHOWN ON THE PLANS OR NOT AND TO PROTECT THEMFROM DAMAGE. THE CONTRACTOR WILL BE HELD RESPONSIBLE AND SHALLALSO BE RESPONSIBLE AND SHALL BEAR THE TOTAL EXPENSE OF REPAIR ORREPLACEMENT OF SUCH UTILITIES AND SUBSTRUCTURES WHERE DAMAGED BYHIS OPERATIONS IN CONNECTION WITH EXECUTION OF THIS WORK. THECONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL DAMAGE ARISING FROMAND/OR CONNECTED WITH DAMAGE TO SAID UTILITIES AND SUBSTRUCTURESAS OUTLINED ABOVE.

7. ALL WORKERS SHALL WEAR APPROPRIATE SAFETY GEAR AND COMPLYWITH APPLICABLE SAFETY REGULATIONS.

8. DRESS AND BEHAVIOR OF ALL CONSTRUCTION WORKERS SHALL BEAPPROPRIATE TO THE JOB SITE AND BE ACCEPTABLE TO DISTRICTREPRESENTATIVES.

9. SMOKING SHALL NOT BE ALLOWED ON ANY AREA OF THE SITE.

10. THERE SHALL BE NO POSSESSION OR CONSUMPTION OF DRUGS ORALCOHOLIC BEVERAGES ON THE JOB SITE BY ANY PERSON. ANY PERSONTHAT DOES NOT COMPLY WITH THESE REQUIREMENTS SHALL BE DIRECTEDTO LEAVE THE JOB SITE AND WILL NOT BE PERMITTED TO RETURN DURINGTHE REMAINDER OF THE CONTRACT.

11. SEE CFC CHAPTER 33 FOR FIRE SAFETY DURING CONSTRUCTION.

12. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE NECESSARYCOMPONENTS FOR CONSTRUCTION SAFETY.

13. TRANSPORTATION, ROAD AND ACCESS REQUIREMENTS ANDENVIRONMENTAL HEALTH CONSIDERATIONS SHALL COMPLY WITH ALL LOCALORDINANCES.

14. ALL PERMITS AND FEES REQUIRED FOR THE COMPPLETION OF THISPROJECT WILL BE OBTAINED AND PAID FOR BY THE CONTRACTOR AND WILLBE REIMBURSED BY THE DISTRICT. THERE WILL BE NO DELAYS ACCEPTED ORADDITIONAL DAYS GRANTED FOR FAILURE BY THE CONTRACTOR TO OBTAINPERMITS IN A TIMELY MANNER TO ACHIEVE COMPLETION DATE.

GENERAL NOTES

GENERALT-001 TITLE SHEET / SHEET INDEX

ARCHITECTURALA-101 SITE PLANA-102 ENLARGED SITE PLANSA-103 GRADING PLANA-201 OVERALL FLOOR PLANA-202 ENLARGED FLOOR PLANSA-301 REFLECTED CEILING PLANA-701 INTERIOR ELEVATIONSA-801 ROOM FINISH SCHEDULEA-901 PLUMBING FLOOR PLANSGrand total: 10

DRAWN BY

PROJECT NO.

CHECKED BY

DATE

DRAWING TITLE

APPROVAL

30 South Center Street Redlands, California 92373W.pcharchitects.com T.909.792.7397

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ARCHITECT STAMP CONSULTANT STAMP

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IMPROVEMENTS @ DISTRICT OFFICES

SAN JACINTO UNIFIED SCHOOL DISTRICT

TITLE SHEET / SHEETINDEX

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NO. DATE ISSUE

LEGEND

(E) TURF / LANDSCAPING

ASSUMED PROPERTY LINE

(E) BUILDING

FENCE LINE

STORAGEBLDG.

TRAILER

TRAILER

EOC

WAREHOUSE

WRP OFFICE

DISTRICTOFFICE

MAIN PARKING LOT

SHELTER

A-20119

A-1029

A-10221

A-1039

SAN

JACI

NTO

AVE

NUE

(E) AC PAVING

(E) AC PAVING

(E) AC PAVING

(E) AC PAVING

A-10112

24"

24"

UNAUTHORIZED VEHICLES PARKED INDESIGNATED ACCESSIBLE SPACES NOTDISPLAYING DISTINGUISHING PLACARDS ORSPECIAL LICENSE PLATES ISSUED TOPERSONS WITH DISABILITIES WILL BE TOWEDAWAY AT OWNER'S EXPENSE. TOWEDVEHICLES MAY BE RECLAIMEDBYTELEPHONING: POLICE DEPARTMENT(951) 654-2702

TYP.1" MIN.

1"4"

1"

SIGN TO BE MOUNTED 80"MIN. CLR. FROM BOTTOMOF SIGN TO FIN. GRADEOR FIN. SURFACE

NOTES:

1. SIGN SHALL BESCOTHLITE ENGINEERINGGRADE REFLECTIVE COVEROVER 5052-H38 ALUMINUMALLOY 0.080 THICK.

2. SYMBOL SHALL BE WHITEON A BLUE BACKGROUNDEQ. TO COLOR 15090 FED.STANDARD 595C.

1/2" WIDE WHITE BORDER

1" HIGH LETTERING W/ 1/2"SPACING, TYP. ALLLETTERING TO BE APERMANENT FABRICATIONOF SIGN.

2-5/16Ø CARRIAGE BOLTSW/ PEENED THREADS TYP.TOP & BOTTOM.

3/4" R., TYP.

2"Ø SCHED. 40 GALV.STL. FENCE POST,SECURED IN 12"Ø X 36"ØCONC. FOOTING

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SITE PLAN

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SCALE: 1" = 30'-0"13 SITE PLAN NORTH

SCALE: 1 1/2" = 1'-0"12 ACCESSIBLE ENTRY SIGNAGE

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NO. DATE ISSUE

A.14A.14A.14

A.14A.14

A.04A.17

A.10A.10

A.05A.04

A.04A.03

A.16

A.06

A.16A.16

A.17A.17

A.02A.02A.01A.01

A.01A.01

A.15

A.07 A.03

A.15 A.09A.09

A.02

A.03A.15A.03

A.02A.01A.01

A.18 A.18

A.11A.11A.11A.11

A.18

A.16

A.02

A.13

A.14A.14A.14

A.03

A.16A.15

A.15

A.09A.09A.12

A.19A.19 A.19A.19

A.11A.11

A.11A.11

DEMO KEYNOTES

NEW WORK KEYNOTES

5' - 0" MIN. 7' - 0" 9' - 0" 9' - 0"9' - 0"9' - 0" 8' - 0" +/- 8' - 5"7' - 0"

NO PARKINGNO PARKINGNO

PARKING 3.01

1.04

NO

PAR

KING 2.05

1.01

1.011.01

2.04

2.112.11

2.012.01

32.02

2.103.011.05 1.041.051.04 1.03

3.033.03

1.031.031.03

3.013.04

1.05

1.05

3.042.03 2.10

2.022.02

3.043.011.041.03

1.031.031.03

3.033.03

3.02

1.021.02

2.03

1.031.03

1.03

10.7010.70 10.70 10.711.021.02 1.021.02

2.032.03 2.022.02 3.013.01 1.031.03

1.021.02

5' -

0"18

' - 0

"5'

- 0"

2.04

2.06

2.042.03

2.132.132.12

2.012.01

2.012.01

2.092.092.12

2.02

2.13

3.01

2.09

2.09

32.0

2

2.112.112.11 2.112.112.11

2.07

2.07

DN

2.08

5.01

5.01

10.72

DN

3.05

MIN

.

3' -

0"

(N) CONCRETE PAVING.


(E) BUILDING

LEGEND

FENCE LINE

(N) AC PAVING (3" AC OVER 6" CLASS II AGG. BASE ORMATCH (E) PAVEMENT SECTION.) SEE GRADONG PLANFOR (N) GRADING SLOPES

ITEMS TO BE REMOVED

EQ EQ

SQU

ARE

3' -

0"

2" WIDE WHITEBORDER

BLUE BACKGROUND

WHITE (I.S.A.)

NOTE:INTERNATIONAL SYMBOL OFACCESSIBILITY (I.S.A.) PAINTEDWHITE REFLECTORIZED STRIPINGON BLUE BACKGROUND COLOR #15090 FED. STD. 595C.

ALIGN

1' -

1 1/

2"

1' - 0"

1"1/

2"1"

2"

NOTES:

1. SIGN SHALL BESCOTHLITEENGINEERING GRADEREFLECTIVE COVEROVER 5052-H38ALUMINUM ALLOY 0.080THICK.

2. SYMBOL SHALL BEWHITE ON A BLUEBACKGROUND EQ. TOCOLOR 15090 FED.STANDARD 595C.

1/2" WIDE BORDER

2-5/16"Ø CARRIAGE BOLTSW/ PEENED THREADS,TYP.TOP & BOTTOM

3/4"R., TYP.

2"Ø SCHED. 40 GALV.STL. FENCE POST,SECURED IN 12"Ø x 36"ØCONC. FOOTING

SIGN TO BE MOUNTED 80"MIN. CLR. FROM BOTTOMOF SIGN TO FIN.GRADE ONFIN. SURFACE

6"

1' -

1 1/

2"

1' - 0"

1"1/

2"1"

NOTES:

1. SIGN SHALL BESCOTHLITEENGINEERING GRADEREFLECTIVE COVEROVER 5052-H38ALUMINUM ALLOY 0.080THICK.

2. SYMBOL SHALL BEWHITE ON A BLUEBACKGROUND EQ. TOCOLOR 15090 FED.STANDARD 595C.

1/2" WIDE BORDER

2-5/16"Ø CARRIAGE BOLTSW/ PEENED THREADS,TYP.TOP & BOTTOM

3/4"R., TYP.

2"Ø SCHED. 40 GALV.STL. FENCE POST,SECURED IN 12"Ø x 36"ØCONC. FOOTING

SIGN TO BE MOUNTED 80"MIN. CLR. FROM BOTTOMOF SIGN TO FIN.GRADE ONFIN. SURFACE

6"1/

2"1"

1/2"

34"

MIN.

NOTE:RAILING TO BE 1-1/2" DIA. SCHEDULE 40 GALV. STL. PIPEWELD ALL CONNECTIONS AND GRIND SMOOTH. CLEARSPACE BETWEEN A HANDRAIL AND A WALL OR OTHERSURFACE SHALL BE 1-1/2" INCHES. FOR POST SLEEVEDETAIL SEE

HANDRAIL @ STEPSB

LEVEL

12"R3"

TYP.

TYP.

12"

34"

34"

TYP.

12"

LEVEL

12" TREAD

3"

SPACING

48" MAX.

14A-102

4"

4"

6"

CO

NC

.

3" M

IN.

10"

3"

1-1/2"Ø SCH. GALV. STL.HANDRAIL POST. INSTALLIN STEEL PIPE SLEEVE W/NON-SHRINK GROUT

LOCATION OF 1-1/2"Ø SCH. 40GALV. STL. WHEEL GUILD RAIL

CO

VER

3"x3"x1/8" THK. STL. PLATEWELDED TO BOTTOM OFSTL. PIPE SLEEVE

(E) CONC. STEPS

ADJACENT CONC. WALK

2-1/4"Ø SCH. 40 GALV.STL. PIPE SLEEVE,CAST IN CONC.

3/16

2% MAX.2% MAX.

BASE COMPACTEDTO 90% RELATIVECOMPACTION

#4 BARSCONTINOUS, TYP.

1 1/

4"

8" ADJACENT (N) ACPAVING. SEEGRADING PLAN,TYP.

PROVIDE FLUSHTRANSITION, TYP.

12"

#4 BARS 18" O.C.

(N) CONC.V-GUTTER

STEEL TROWEL FINISH

4' U.N.O.M

IN.

6"

DIR

ECTI

ON

OF

TRAV

EL

2.35" 2.35

"

FLUSH AT (E) OR(N) FIN. SURFACE

ADDITIONAL TILESAS REQUIRED TOACHIEVE 3' WIDEBORDER

TRUNCATED DOMETILE PAVERS, TYP.

(E) OR (N) PAVING

NOTE:

DETECTABLE WARNING SHALL CONTRAST VISUALLY WITH ADJOININGSURFACES. EITHER LIGHT ON DARK OR DARK ON LIGHT. THE MATERIALUSED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THEWALKING SURFACE. WARNING SURFACES SHALL DIFFER FROMADJOINING WALKING SURFACES IN RESILIENCY OR SOUND ON CANECONTACT. THIS SURFACE SHALL BE RESERVED FOR WARNING.

COLOR YELLOW CONFORMING TO FEDERAL COLOR NO. 33538, ASSHOWN IN TABLE IV OF STANDARD SECTION 595C. WHERE THE COLORVALUE CONTRAST BETWEEN THE YELLOW WARNING AND THE MAINWALKING SURFACE IN LESS THAN 70 PERCENT. A 1 INCH WIDE (25MM)BLACK STRIP SHALL SEPARATE THE YELLOW WARNING FROM THE MAINWALKING SURFACE. CONTRAST SHALL BE DETERMINED BY:

CONTRAST = [(B1-B2/B1)] x 100 PERCENT WHERE B1 = LIGHTREFLECTANCE VALUE (LRV) OF THE LIGHTER AREA AND B2 = LIGHTREFLECTANCE VALUE (LRV) OF THE DARKER AREA.

ONLY APPROVED DSA-AC DETECTABLE WARNING PRODUCTS ANDDIRECTIONAL SURFACES SHALL BE INSTALLED AS PROVIDED IN THECALIFORNIA CODE OF REGULATIONS (CCR), TITLE 14 PART 1, ARTICLE 2,3, AND 4.

NOTES:

AFTER INSTALLATION PER CALIFORNIA BUILDING STANDARD CODEWARRANTY SHALL BE AT MIN. (5) YEARS TO INCLUDE DURABILITYCRITERIA AS TO SHAPE, COLOR FASTNESS, CONFIRMATION, SOUND ONCANE ACOUSTIC QUALITY, RESILIENCE & ATTACHMENT WILL NOTDEGRADE SIGNIFICANTLY.

0.9" 0.45"

TRUNCATEDDOMES

MORTARBED

3" MIN. CONC.SETTING BED

0.2"

A TRUNCATED DOME TILE SECTIONN.T.S.

A--

2.35"

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A.01 (E) BUILDING TO REMAINA.02 (E) CONCRETE PAVING TO REMAINA.03 (E) CURB AND GUTTER TO REMAINA.04 (E) CHAIN LINK FENCE TO REMAINA.05 (E) ROLLING GATE AND CHAIN LINK FENCE TO REMAINA.06 (E) CHAIN LINK GATE TO REMAINA.07 (E) CONCRETE RAMP AND HANDRAILS TO REMAINA.09 (E) VINYL FENCE TO REMAINA.10 REMOVE (E) PAINT STRIPING, TYPICALA.11 SAW CUT AND REMOVE (E) AC PAVING AND BASE AS

NECESSARY FOR (N) CONSTRUCTIONA.12 REMOVE (E) CONCRETE V‐GUTTERA.13 (E) CONCRETE V‐GUTTER TO REMAINA.14 (E) PAINTED WHITE STRIPING TO REMAIN, TYPICALA.15 (E) ROOF OVERHANG TO REMAINA.16 (E) LANDSCAPE AND IRRIGATION TO REMAINA.17 REMOVE (E) NON‐COMPLIANT PARKING SIGNS

INCLUDING POSTS AND FOOTINGSA.18 SAWCUT AND REMOVE PORTION OF (E) CONCRETE

V‐GUTTER AS NECESSARY FOR (N) CONSTRUCTIONA.19 (E) AC PAVING TO REMAIN

1.01 PROVIDE (N) 4" WIDE WHITE STRIPING1.02 PROVIDE (N) 4" WIDE WHITE STRIPING @36" ON CENTER1.03 PROVIDE (N) 4" WIDE BLUE STRIPING AROUND PERIMETER OF

ACCESSIBLE PARKING AND LOADING AISLES1.04 PROVIDE (N) 12" TALL "NO PARKING" LETTERS1.05 PROVIDE (N) PAINTED PARKING SYMBOL, PER 1/A‐1022.01 (E) BUILDING TO REMAIN2.02 (E) CONCRETE PAVING TO REMAIN2.03 (E) CONCRETE CURN AND GUTTER TO REMAIN2.04 (E) CHAIN LINK FENCE TO REMAIN2.05 (E) ROLLING GATE TO REMAIN2.06 (E) CHAIN LINK GATE TO REMAIN2.07 (E) CONCRETE RAMP AND HANDRAILS TO REMAIN2.08 (E) CONCRETE STEPS TO REMAIN2.09 (E) VINYL FENCE TO REMAIN2.10 (E) CONCRETE V‐GUTTER TO REMAIN2.11 (E) PAINTED WHITE STRIPING TO REMAIN, TYPICAL2.12 (E) ROOF OVERHANG TO REMAIN2.13 (E) LANDSCAPE AND IRRIGATION TO REMAIN3.01 PROVIDE FLUSH TRANSITION BETWEEN (N) PAVING AND (E)

PAVING AND/OR GUTTERS3.02 PROVIDE (N) V‐GUTTER, PER 8/A‐1023.03 PROVIDE (N) 4' LONG CONCRETE PARKING BUMPER AND

ATTACH WITH (2) 1/2"Ø x 24" LONG REBAR3.04 PROVIDE (N) CONCRETE V‐GUTTER TO PROVIDE CONTINUOUS

AND UNINTERUPTED FLOW LINE. 8/A‐102 SIM.3.05 PROVIDE (N) CONCRETE PAVONG AND TRUNCATED DOMES,

PER 19/A‐1025.01 PROVIDE (N) HANDRAILS PER 13/A‐10210.70 PROVIDE (N) ACCESSIBLE PARKING SIGN, PER 2/A‐10210.71 PROVIDE (N) VAN‐ACCESSIBLE PARKING SIGN, PER 7/A‐10210.72 PROVIDE (N) SIGNAGE, PER 25/A‐20232.02 SLOPE (N) PAVING 5% MAX. TO PROVIDE FLUSH TRANSITION

WITH (E) PAVEMENT

SCALE: 1" = 10'-0"21 ENLARGED NEW CONST SITE PLAN

NORTH

NORTH

SCALE: 3/4" = 1'-0"1 ACCESSIBLE PARKING SYMBOLSCALE: 3" = 1'-0"2 ACCESSIBLE PARKING SIGN

SCALE: 3" = 1'-0"7 ACCESSIBLE VAN PARKING SIGN

SCALE: 1/2" = 1'-0"13 HANDRAIL @ STEPSSCALE: 1 1/2" = 1'-0"14 POST SLEEVE DETAIL

SCALE: 3/4" = 1'-0"8 V-GUTTER

SCALE: 3/4" = 1'-0"19 Site-TRUNCATED DOME TILES

T E

CR H I

TC

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NR

D

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L I

OF

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NO. C15296

GREG

CH

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N

ORY

NO. DATE ISSUE

NO PARKINGNO PARKINGNO

PARKING

NO

PAR

KING

2.012.01

2.012.01

2.042.03

2.05

2.04

2.06

2.032.03 2.022.02

2.092.09

2.132.09

2.09

2.03 2.10

2.022.02

2.02 2.04

2.012.01

2.132.13

2.07

2.07

32.0332.0332.0332.0332.0332.03

32.0232.02

32.0232.02

2.0332.0332.0332.0332.0332.0332.03

(98.50 TC)

(97.80 TC)(97.30 FL)

(98.00 FL)

(98.32 FS)(98.32 FS)

(98.76 TC)(98.28 FL)

(98.54 FL)

(99.31 FS)

(99.34 FS)(99.24 FS)98.99 FS

(98.80 FS)98.80 FS

98.70 FS(98.60 FS)

(99.30 FS)

(98.58 FS)98.58 FS

(99.06 TC)(98.58 FL)

(98.62 FS)

(99.12 FS)

(98.42 FS)98.42 FS

(98.88 TC)(98.38 FL)

(100.04 FS)

DN

(100.00 FS)

DN

(98.84 TC)(98.34 FL)

0.7%

NEW WORK KEYNOTES

(N) CONCRETE PAVING.


(E) BUILDING

LEGEND

FENCE LINE

(N) AC PAVING (3" AC OVER 6" CLASS II AGG. BASE ORMATCH (E) PAVEMENT SECTION.) SEE GRADONG PLANFOR (N) GRADING SLOPES

ITEMS TO BE REMOVED

DRAWN BY

PROJECT NO.

CHECKED BY

DATE

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2.01 (E) BUILDING TO REMAIN2.02 (E) CONCRETE PAVING TO REMAIN2.03 (E) CONCRETE CURN AND GUTTER TO REMAIN2.04 (E) CHAIN LINK FENCE TO REMAIN2.05 (E) ROLLING GATE TO REMAIN2.06 (E) CHAIN LINK GATE TO REMAIN2.07 (E) CONCRETE RAMP AND HANDRAILS TO REMAIN2.09 (E) VINYL FENCE TO REMAIN2.10 (E) CONCRETE V‐GUTTER TO REMAIN2.13 (E) LANDSCAPE AND IRRIGATION TO REMAIN32.02 SLOPE (N) PAVING 5% MAX. TO PROVIDE FLUSH TRANSITION

WITH (E) PAVEMENT32.03 SLOPE OF (N) AC PAVING SHALL NOT EXCEED 2% IN ANY

DIRECTION UNLESS NOTED OTHERWISE. PROVIDE FLUSHTRANSITION BETWEEN (N) PAVING AND/OR GUTTERS

NORTH

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NO. DATE ISSUE

CLERICAL /MICRO FILMING

STORAGERM.

MEN'S

WOMEN'S

VAULT

EMPLOYEELOUNGE

CONF.

OFFICE

OFFICE

OFFICE

BOARD ROOM

PRINTRM.

MAPS &RECORDS

OFFICE SECRETARY CONF. SUPPLYRM.

MACHINERM.

CORRIDOR

CORRIDOR

PLANNING

A-2029

27A-202

CORRIDOR

NO PARKING

NO PARKING

NOPARKING

NO PARKING

1.10

1.10

1.101.10

1.10

1.10

03

04

05

06

07 08

01

02

NEW WORK KEYNOTES

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SCALE: 1/8" = 1'-0"19 OVERALL FLOOR PLANNORTH

1.10 SEE DOOR SCHEDULE FOR HARDWARE MODIFICATIONS

T E

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N

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NO. DATE ISSUE

STORAGERM.

10' - 7"

3' - 8"

4' - 10"

MIN.1' - 6"

FIELD VERIFY20' - 6 1/32"

4' - 8"

2' - 9 1/2"

+/- 6' - 11"

5' - 0"

2' - 8" +/-

5' - 0" MIN. CLR.

VERIFY IN FIELD7' - 9"

5' - 0" MIN

. CLR

.

(3 EQU

AL SPACES)

+/- 8' - 6"

4' - 6"

VERIFY IN

FIELD22' - 3"

MEN'S101

WOMEN'S102

44" MIN.

18"

10.15

5' - 10"

2 5/8"

10.22

10.14

4' MIN

.

10.09

10.05

10.0610.0410.0910.08

10.08

10.17

10.1210.24

10.20

01

10.19

10.1910.2110.21

10.20

10.01

10.01EQ

EQ

10.23

10.13

10.13

10.11

10.16

10.1810.18

4"

10.22

10.02

10.2410.12

10.0110.1110.13

10.13

10.10

10.07TYP.

TYP.

10.2310.08

10.08

10.02

10.0510.28

10.09

10.0610.07

10.04

10.09TYP.

TYP.

10.08

A-7012

3

4

5

A-7018

9

10

11

A-701

1

17"-19"

17"-19"

EQEQ

02

1 2

21

2

1

2

1

11

3 3

10.1810.18

10.03

2

2

A-80121

A-80122

ALCOVE103

04

CORRIDOR104

10.26@ SOFFIT

15"

10.26

1SIM.

18" MIN

.

10.29

10.26

10.2510.2510.2610.26 10.10

10.03

10.28

10.30

10.30

3

1 SIM.

1SIM.

10.29

10.27

10.2510.25

2' - 0"

2' - 0"

1SIM.10.26

STORAGERM.

MEN'S

WOMEN'S

C.01

C.01

C.01C.01

C.01

C.01

C.01

C.03C.03

C.03

C.03

C.23C.23

C.23C.27

C.05

C.04

C.07

C.06

C.05C.05

C.16

C.22C.22

C.06

C.18

C.18

C.06

C.19

C.07C.10C.11C.09

C.07

C.21C.21

C.20C.15

C.16C.16

C.14

C.14

C.14

C.24C.25C.03C.03

C.20

C.17

C.15C.17

C.16

C.03

C.07

C.10C.11C.09

C.07C.06

C.21C.21

C.15

C.14

C.14

C.19

C.16

C.23C.27

C.12C.12

C.08C.08C.08

C.02

C.02

C.26

C.26

C.26

C.26

DEMO (E)

WALL

(E) WALL

TO REMAIN

C.28

(E) FLOORING

TO REMAIN

C.29C.28

C.29C.28

REMOVE

(E) FLOORING

REMOVE

(E) FLOORING

(E) FLOORING

TO REMAIN

DEMO KEYNOTES

NEW WORK KEYNOTES

WALL LEGEND

PROVIDE (N) WALL , PER

(E) WALLS TO REMAIN

7---

GENERAL RESTROOM NOTES

1. ALL FIXTURES, ACCESSORIES, ETC., THAT ARE OFFERED TO ANDDECLINED BY THE DISTRICT SHALL BE REMOVED FROM THE SITEAND DISCARDED AT THE CONTRACTOR'S EXPENSE.

2. ALL DIMENSIONS ARE TO FACE OF FINISH (FOF) UNLESS NOTEDOTHERWISE.

3. TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS, PER 13/A-701.4. FOR ADDITIONAL INFORMATION, SEE INTERIOR ELEVATIONS.5. ALL NON-PREFINISHED SURFACES SHALL BE PAINTED IN COLORS AS

SELECTED BY THE DISTRICT, WHETHER OR NOT SPECIFICALLYSHOWN.

SCALE:

FIRERATING:

ASSEMBLYREF:

SOUNDRATING:

REMARKS:

1" = 1'-0"

NON-RATED

N/A

N/A

1

INTERIOR

5/8" GYPSUM WALLBOARDPAINT

2x4 WD STUD 16" O.C.

ACOUSTICAL INSULATION,WHERE NEEDED

5/8" BACKERBOARD

CERAMIC TILE OVERTHINSET MORTAR,TYP. THE RESTROOMSIDE. SEE INT.ELEVATIONS

SCALE:

FIRERATING:

ASSEMBLYREF:

SOUNDRATING:

REMARKS:

1" = 1'-0"

NON-RATED

N/A

N/A

2

INTERIOR

SCALE:

FIRERATING:

ASSEMBLYREF:

SOUNDRATING:

REMARKS:

1" = 1'-0"

NON-RATED

N/A

N/A

3

INTERIOR

5/8" BACKERBOARD,TYP. BOTH SIDES

CERAMIC TILE OVERTHINSET MORTAR,TYP. THE RESTROOMSIDE. SEE INT.ELEVATIONS, TYP.BOTH SIDES


6' HIGH WAINSCOT, U.N.O.


5/8" BACKERBOARD

CERAMIC TILE OVERTHINSET MORTAR,TYP. THE RESTROOMSIDE. SEE INT.ELEVATIONS, TYP.BOTH SIDES



NEW WALL FRAMING, PER 23A-801

CLR.

1 1/2"

33" A

.F.F

. (A)

1" M

IN.

1" M

IN.

1 7/16"

WD. WALL FRAMING

6x6 WD. BLOCKINGATTACK W/ A35FRAMING ANCHORS @TOP & BTM. EA. END

GRAB BAR W/ 1-1/2" O.D.

#12 WOOD SCREWS (3)PER BRACKET, 2 @ TOP& ONE @ BTM.

TILE BACKER BOARD

CERAMIC TILE

EXT. & INT. DOORS TOILET ROOM DOORS

F.F.

HIG

HES

T LI

NE

OF

60" M

AX. A

.F.F

. FR

OM

TH

E

RAI

SED

CH

ARAC

TER

S

THE

BASE

LIN

E O

F TH

E

48" M

IN. A

.F.F

. FR

OM

9"

AREA18" MOUNTING

LOW

EST

BRAI

LLE

CEL

LS

WALL SIGNAGEON LATCH SIDEOF DOOR, SEE

EQ EQ

60"

HIG

HES

T LI

NE

60" M

AX. A

.F.F

. FR

OM

TH

E

RAI

SED

CH

ARAC

TER

S

THE

BASE

LIN

E O

F TH

E

48" M

IN. A

.F.F

. FR

OM

LOW

EST

BRAI

LLE

CEL

LS

PROVIDE ISA @EXTERIORCONDITIONONLY

DOORSIGNAGEPER

9"

AREA18" MOUNTING

F.F.

20A-202

20A-202

12"

12"4"

4"

DOOR SIGN"MEN" ("BOYS")

DOOR SIGN"WOMEN" ("GIRLS")

1/8" RADIUS,TYP.

6"

8"

MEN

3/4" 3/8"

3/8"

1/2"

1/2" MIN. 1/2" MIN.

WOMEN

CENTER & MOUNT TO DOOR @ +60"FROM F.F. TO CENTERLING OF SIGNW/ ADHESIVE & 3-3/16"Ø S.S. ROUNDHEAD SCREWS

CONTRACTED CALIF. GRADE2 BRAILLE SHALL BE USEDWHEREVER BRAILLE ISREQUIRED. DOTS SHALLMEET THE DIMENSIONALAND SPACINGREQUIREMENTS OF SECTION11B-703.3.1. BRAILLE DOTSSHALL BE DOMED ORROUNDED.

ROOM SIGN - "MEN"("BOYS")

ROOM SIGN - "WOMEN"("GIRLS")

TYP.1"

INTEGRAL LETTERS,SYMBOLS, & BRAILLE RAISED1/32" BY ETCHING OR SANDBLASTING AND SHALL BE SANSERIF UPPERCASECHARACTERS ACCOMPANIEDBY CONTRACTED GRADE 2BRAILLE COMPLYING WITH11B-703.3.

SIGN BACKGROUND COLORTO CONTRAST WITH DOORCOLOR

PROPORTIONS: CHARACTERSSHALL BE FROM FONTSWHERE THE WIDTH OF THEUPPERCASE "O" IS 60% MIN. &110% MAX. OF THE HEIGHTOFTHE UPPERCASE LETTER "I".

CHARACTER SIZE: RAISEDCHARACTERS SHALL BE A MIN.OF 5/8" AND A MAX. OF 2" HIGH.

OF

LOW

EST

BR

A ILL

E C

ELL

48" M

IN. A

.F.F

. FR

OM

BA

SELI

NE

60" M

AX.

ABO

VE

FIN

. FLR

.

1"1"

10"

6"

1" 1"

6" TYP.

4"EQ

.EQ

.

ROOM 102

SYMBOL OF ACCESSIBILITY (ISA) COLOR: WHITE. ISA SHALLMATCH PROPORTIONS OF FIGURE 11B-703.7.2.1

1/4" THICK "ES" MELAMINE PLASTIC. BACKGROUNDCOLOR: BLUE (#15090 FED. STD #595C). TACTILECHARACTERS ON SIGNS SHALL BE LOCATED 48" MIN.ABOVE THE FIN. FLR, MEASURED FROM THE BASLINEOF THE LOWEST BRAILLE CELLS AND 60" MAX. ABOVETHE FIN. FLR, MEASURED FROM THE BASELINE OFTHE HIGHEST LINE OF RAISED CHARACTERS.

MOUNT EA. SIGN TO WALL W/ADHESIVE & 4-3/16"Ø S.S. ROUNDHEADSCREWS.

NOTES:1. CONTRAST SHALL BE 70% MIN. BETWEEN CHARACTERS AND BACKGROUND.2. FINISH ON SIGNS SHALL BE NON-GLARE FINISH.3. CONTRACTOR SHALL OBTAIN THE PROPER ROOM NUMBER/NAME FROM THE OWNER AND/OR ARCHITECT

PRIOR TO MANUFACTURING OF SIGNAGE.

NOTE: SEE TYPICAL SIGNAGE NOTES,29/A-701. SIGN MUST COMPLY WITH2013 CBC SEC 11B-703.3.2.

INTEGRAL LETTERS, SYMBOLS, & BRAILLE RAISED 1/32" BYETCHING OR SAND BLASTING AND SHALL BE SAN SERIFUPPERCASE CHARACTERS ACCOMPANIED BY CONTRACTEDGRADE 2 BRAILLE COMPLYING WITH 11B-703.3

RAISED CHARACTER FONT PROPORTIONS SHALL BE SUCHTHAT THE WIDTH OF THE UPPERCASE LETTER "O" IS 60%MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THEUPPERCASE LETTER "I". STROKE THICKNESS OF THEUPPERCASE LETTER "I" SHALL BE 15% MAXIMUM OF THE HEIGHTOF THE CHARACTER.

CONTRACTED CALIF. GRADE 2 BRAILLE SHALL BE USEDWHEREVER BRAILLE IS REQUIRED. DOTS SHALL BE 1/10" ONCENTERS IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS,MEASURED FROM THE SECOND COL. OF DOTS IN THE SECONDCELL. DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THEBACKGROUND. BRAILLE DOTS SHALL BE DOMED OR ROUNDED.

R 1/2"TYP.

1/2" MIN. TYP.

7/8"

3/4"

3/8"

CERAMIC TILE

BOND COAT

MORTAR BEDNOMINAL 1 1/4"

4" THICK CONCRETE

MORTAR BEDBOND COAT

#4 @ 24" O.C., TYP.

DRAWN BY

PROJECT NO.

CHECKED BY

DATE

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NORTH

SCALE: 3/8" = 1'-0"27 ENLARGED NEW CONST FLOOR PLAN

SCALE: 3/8" = 1'-0"9 ENLARGED DEMO FLOOR PLAN

NORTH

C.01 (E) WALL TO REAMINC.02 REMOVE (E) WALL AND DOORC.03 REMOVE (E) WALL. DISCONNECT ALL ELECTRICAL RECEPTACLES,

REMOVE CONDUCTORS BACK TO PANEL, AND TERMINATECCONDUIT IN NEAREST WALL TO REMAIN OR ABOVE CEILING

C.04 REMOVE (E) DRINKING FOUNTAIN AND RETURN TO DISTRICTC.05 REMOVE (E) CASEWORK. RETURN (E) SINK AND FIXTURES TO

DISTRICTC.06 REMOVE (E) PAPER TOWEL DISPENSER AND RETURN TO DISTRICTC.07 REMOVE (E) SOAP DISPENSER AND RETURN TO DISTRICTC.08 (E) ELECTRICAL PANELS TO REMAIN. PROTECT‐IN‐PLACEC.09 REMOVE (E) COUNTERTOP AND BACKSPLASH. DISCONNECT

ELECTRICAL RECEPTACLE, REMOVE CONDUCTORS BACK TO PANEL,AND TERMINATE CONDUIT IN NEAREST WALL TO REMAIN OR ABOVECEILING. REMOVE (E) SINK AND FIXTURES AND STORE FOR RE‐USE

C.10 REMOVE (E) MIRRORC.11 REMOVE (E) LIGHT FIXTURE AND RETURN TO DISTRICT. REMOVE

CONDUCTORS BACK TO PANEL AND TERMINATE CONDUIT INNEAREST WALL TO REMAIN OR ABOVE CEILING

C.12 REMOVE (E) RECESSED SEAT COVER DISPENSER AND RETURN TODISTRICT

C.14 REMOVE (E) TOILET AND FLUSH VALVE AND STORE FOR RE‐USEC.15 REMOVE (E) TOILET PARTITIONC.16 REMOVE (E) CERAMIC TILE WAINSCOT AND WALL FINISH FROM

WALLS TO REMAIN. TYPICAL ENTIRE ROOMC.17 REMOVE (E) URINAL AND FLUSH VALVE AND STORE FOR RE‐USE OR

RETURN TO DISTRICTC.18 REMOVE (E) DOOR AND FRAMEC.19 REMOVE (E) RECESSED PAPER TOWEL DISPENSER AND RETURN TO

DISTRICTC.20 REMOVE (E) FLOOR DRAIN. RE‐ROUTE PIPING AS REQUIRED PER

NEW WORK PLANC.21 REMOVE (E) CERAMIC TILE FLOOR, MORTAR BED, AND 4" THICK

CONCRETE SLAB WITH REINFORCING. TYPICAL ENTIRE ROOMC.22 REMOVE (E) CARPET AND 4" THICK CONCRETE SLAB WITH

REINFORCING. TYPICAL ENTIRE ROOMC.23 (E) FLOOR FINISH TO REMAINC.24 REMOVE (E) HOSE BIB. SEE NEW WORK PLAN FOR ADDITIONAL

INFORMATIONC.25 REMOVE (E) SHELFC.26 REMOVE TILE FINISH THIS WALLC.27 REMOVE (E) CARPET & BASE, TYP. ENTIRE ROOMC.28 REMOVE (E) UNDERCOUNTER WATER HEATER AND STORE FOR

RE‐USE. DISCONNECT PLUMBING AND ELECTRICAL AS REWUIRED.C.29 REMOVE (E) ELEC. RECEPTACLE. REMOVE CONDUCTORS TO PANEL

10.01 30"x48" CLEAR FLOOR SPACE REQUIRED10.02 60" DIAMETER CLEAR FLOOR SPACE REQUIRED10.03 RE‐INSTALL (E) TOILET AND FLUSH VALVE. CONNECT TO PLUMBING

LINES AS REQUIRED, PER PLUMBING PLAN10.04 PROVIDE (N) 42" LONG GRAB BARS (BOBRICK #B‐6806), PER

13/A‐701. PROVIDE WALL BLOCKING, PER 13/A‐20210.05 PROVIDE (N) 36" LONG GRAB BARS (BOBRICK #B‐6806), PER

13/A‐701. PROVIDE WALL BLOCKING, PER 13/A‐20210.06 PROVIDE (N) RECESSED TOILET TISSUE DISPENSER (BOBRICK

#B‐4388), PER 13/A‐70110.07 PROVIDE (N) TAMPON DISPOSAL (BOBRICK #B‐270), PER 13/A‐70110.08 PROVIDE (N) TOILET PARTITION, TYPICAL10.09 PROVIDE (N) SEAT COVER DISPENSER (BOBRICK #B‐4221), PER

13/A‐70110.10 PROVIDE (N) SURFACE‐MOUNTED TOILET TISSUE DISPENSER

(BOBRICK #B‐4288) AT EACH NON‐ACCESSIBLE STALL10.11 PROVIDE (N) PLASTIC LAMINATE COUNTERTOP AND RE‐INSTALL (E)

SINK AND FIXTURES, TYP., PER 19/A‐701. CONNECT TO PLUMBINGLINES AS REQUIRED, PER PLUMBING PLAN. PROVIDE INSULATEDCOVER ON ALL EXPOSED PIPES (EQUAL TO TRUEBRO LAV‐GUARDUNDERSINK PIPE COVERS).

10.12 PROVIDE (N) 36" TALL MIRROR (BOBRICK #B‐290 SERIES). FIELDVERIFY ALCOVE WIDTH AND EXTEND MIRROR FROM WALL TOWALL.

10.13 PROVIDE (N) SOAP DISPENSER (BOBRICK #B‐4112)10.14 PROVIDE (N) TAMPON VENDOR (BOBRICK #B‐3706)10.15 PROVIDE (N) DRINKING FOUNTAIN, BOTTLE FILLER, AND S.S. BACK

PANELS. SEE NEW CONST. FLOOR PLAN FOR ADD'L INFORMATION.(HAWS MODEL #1011HPS AND #1920HPS). CONNECT TO (E)PLUMBING LINES AS REQUIRED.

10.16 PROVIDE STAINLESS STEEL ACCESS PANELS TO ACCESS DRINKINGFOUNTAIN PLUMBING

10.17 RE‐INSTALL (E) URINAL. CONNECT TO PLUMBING LINES ASREQUIRED, PER PLUMBING PLAN

10.18 PROVIDE (N) 4" THICK CONCRETE SLAB, MORTAR BED, ANDCERAMIC TILE, PER 14/A‐202. TYPICAL ENTIRE ROOM, AND27/A‐202 @ PERIMETER

10.19 PROVIDE (N) DOOR, FRAME, AND FINISH HARDWARE, PER DOORSCHEDULE

10.20 PROVIDE (N) ROOM SIGNAGE, PER 25/A‐20210.21 PROVIDE (N) DOOR SIGNAGE, PER 19/A‐20210.22 PROVIDE (N) SEMI‐RECESSED PAPER TOWEL AND WASTE DISPENSER

(BOBRICK #B‐43944)10.23 PROVIDE (N) FLOOR DRAIN AND TRAP PRIMER. CONNECT TO (E)

PLUMBING LINES AND NEAREST FIXTURE AS REQUIRED10.24 PROVIDE (N) 4' LONG FLUORESCENT WALL‐MOUNTED LIGHT

FIXTURE ABOVE (N) MIRROR AND CONNECT TO (E) CIRCUIT10.25 PROVIDE (N) CARPET & BASE TYP. ENTIRE ROOM10.26 PAINT ENTIRE (E) WALL, TYP.10.27 PROVIDE ADDITIONAL WALL FRAMING AS NEEDED TO PROVIDE

LEVEL WALL SURFACE. TYPICAL ENTIRE WALL.10.28 PROVIDE (N) TOILET & FLUSH VALVE TO MATCH (E) FIXTURES.

VERIFY SEAT HEIGHT, PER 13/A‐107 AND CONNECT TO PLUMBINGLINES AS REQUIRED PER PLUMBING PLAN

10.29 RE‐INSTALL (E) UNDER‐COUNTER WATER HEATER. PROVIDEELECTRICAL AND PLUMBING CONNECTIONS AS REQUIRED

10.30 PROVIDE (N) GFCI ELEC. DUPLEX RECEPTACLES. CONNECT TO (E)CIRCUIT.

SCALE: 1" = 1'-0"WALL TYPES7

SCALE: 3" = 1'-0"13 GRAB BAR WOOD ATTACHMENT

SCALE: 3/8" = 1'-0"19 ACCESSIBLE DOOR SIGNAGESCALE: 1 1/2" = 1'-0"20 ACCESSIBLE RESTROOM SIGNAGE

SCALE: 3" = 1'-0"25 ACCESSIBLE WALL SIGNAGE

SCALE: 3" = 1'-0"14 CERAMIC TILE FLOOR

T E

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NO. DATE ISSUE

STORAGERM.

MEN'S

WOMEN'S

D.08

D.03

D.01

D.02

D.06D.06

D.02

D.02

D.06

D.02

D.06D.06

D.02D.02

D.02D.02

D.06D.06

D.02D.02 D.07D.07

D.05

D.01D.01

D.01D.01

D.04

D.01

D.01

D.02

D.05

D.08D.08

D.09

D.10D.10

D.01

D.01

D.04

STORAGERM.

MEN'SWOMEN'S

CORRIDOR

10.52

10.52

9.029.02

9.029.02

10.50

10.50

10.51

9.019.01

+9' - 0"

+9' - 0"

DRINKINGFOUNTAINALCOVE

+8' - 0"

10.50

10.51

10.50

9.01

DEMO KEYNOTES

NEW WORK KEYNOTES

GENERAL CEILING NOTES

1. ALL FIXTURES, ACCESSORIES, ETC., THAT ARE OFFERED TO ANDDECLINED BY THE DISTRICT SHALL BE REMOVEDFROM THE SITE ANDDISCARDED AT THE CONTRACTOR'S EXPENSE.

2. ALL NON-PREFINISHED SURFACES SHALL BE PAINTED IN COLORS ASSELECTED BY THE DISTRICT, WHETHER OR NOT SPECIFICALLYSHOWN.

LEGEND

GYPSUM BOARD PER FINISH SCHEDULE

HEIGHT OF CEILING / SOFFIT+ X'-X"

SUPPLY AIR DIFFUSER

EXHAUST AIR DIFFUSER

EXPOSED TO STRUCTURE ABOVE,PAINTED, TYP.

(N) LIGHT SWITCH

SCALE: 3/8" = 1'-0"7 REFLECTED CEILING PLAN - DEMO

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SCALE: 3/8" = 1'-0"10 REFLECTED CEILING PLAN - NEW CONSTUCTION

NORTH

NORTH

D.01 REMOVE (E) LIGHT FIXTURES AND STORE FOR RE‐USE.REMOVE CONDUCTORS BACK TO PANEL AND TERMINATECONDUIT IN NEAREST WALL TO REMAIN OR ABOVECEILING

D.02 REMOVE PORTION OF CEILING FINISH WHERE WALLSARE BEING REMOVED OR CONSTRUCTED

D.03 REMOVE (E) CASEWORK WHERE INTERCEPTS CEILINGD.04 REMOVE (E) SUPPLY DIFFUSER AND DUCTWORK AS

NEEDED FOR (N) CONSTRUCTION. STORE FOR RE‐USE.D.05 REMOVE (E) EXHAUST FAN AND DUCTWORK AS NEEDED

FOR (N) CONSTRUCTION. STORE FOR RE‐USE. REMOVECONDUCTORS BACK TO PANEL AND TERMINATECONDUIT ABOVE CEILING.

D.06 REMOVE (E) 7'‐4" PLASTER/GWB SOFFIT/CEILINGD.07 REMOVE (E) 8'‐0" PLASTER/GWB SOFFIT/CEILINGD.08 (E) WALL TO REMAIND.09 (E) LIGHT FIXTURE TO REMAIND.10 (E) PLASTER/GWB CEILING TO REMAIN

9.01 PATCH AND REPAIR (E) PLASTER/GWB CEILING AS NEEDED TOMATCH EXISTING CONSTRUCTION. PROVIDE FLUSH FINISHAND PAINT ENTIRE CEILING

9.02 PROVIDE (N) GWB CEILING AND PAINT ALL NON‐PREFINISHEDSURFACES. PROVIDE (N) 2x10 CEILING JOISTS @ 16" O.C., PER28/A‐801

10.50 RE‐INSTALL (E) LIGHT FIXTURES INTERCEPT CONDUIT, PULL (N)CONDUCTORS, AND CONNECT TO (E) CIRCUIT

10.51 RE‐INSTALL (E) EXHAUST FAN AND GRILLE AND CONNECT TO(E) DUCTWORK. INTERCEPT CONDUIT, PULL CONDUCTORS,AND CONNECT TO (E) CIRCUIT AND LIGHT SWITCH.

10.52 PROVIDE (N) SUPPLY DIFFUSER AND CONNECT TO (E)DUCTWORK

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NO. DATE ISSUE

10.17

10.12

10.1110.13 TYP.

10.03

10.08

1.11

1.11

10.13

10.11

TYP.

6' -

0"

1.11

10.09 10.06

10.03

10.04

10.05

10.0810.22

1.11

BELO

W G

RA B

BAR

1 1/

2" C

LR. T

YP. 1.11

10.03

10.09

10.03

10.05

1.11

1.11

10.23

10.2210.1410.08 1.11

27" M

AX.

40" M

AX.

1.11

10.0910.06

10.03

10.07

10.04

10.08

1.11

1.11

BELO

W G

RA B

BAR

1 1/

2" C

LR. T

YP.

10.12

10.13

10.11

10.05

10.03

10.0310.09TYP. TYP.

10.08TYP.

TYP.

1.11

1.11

10.0710.23

10.13

10.11

1.11

TYP.

6' -

0"

1.11

10.15

1.11

TO

SPO

UT

38" -

43"

27" M

IN.

SPO

UT

36" T

O

10.15

1.11

10.15

NEW WORK KEYNOTES

TYPICAL SIGNAGE NOTES:1. RAISED CHARACTERS:

1.1.DEPTH: 1/32" MINIMUM ABOVE BACKGROUND SURFACE

1.2. CASE: UPPERCASE

1.3. STYLE: SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLYDECORATIVE, OR OF UNUSUAL FORMS.

1.4. PROPORTIONS: SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASELETTER "O" IS 60% MINIMUM AND 110% MAXIMUM HEIGHT OF THE UPPERCASE LETTER "I".

1.5. HEIGHT: 5/8" MINIMUM TO 2" MAXIMUM AS MEASURED VERTICALLY FROM THEBASELINE OF THE CHARACTER AND BASED ON THE HEIGHT OF THE UPPERCASE "I".

1.6. STROKE THICKNESS: STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE15% MAXIMUM OF THE HEIGHT OF THE CHARACTER.

1.7. CHARACTER SPACING: WHERE CHARACTERS HAVE RECTANGULAR CROSS SECTIONS,SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/8" MINIMUM AND 4TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM. WHERE CHARACTERS HAVEOTHER CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE1/16" MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THEBASE OF THE CROSS SECTIONS, AND 1/8" MINIMUM AND 4 TIMES THE RAISED CHARACTERSTROKE WIDTH MAXIMUM AT THE TOP OF THE CROSS SECTIONS, CHARACTERS SHALL BESEPARATED FROM RAISED BORDERS AND DECORATIVE ELEMENTS 3/8" MINIMUM.

1.8. LINE SPACING: SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF RAISEDCHARACTERS WITHIN A MESSAGE SHALL BE 135% MINIMUM AND 170% MAXIMUM OF THERAISED CHARACTER HEIGHT.

1.9. FORMAT: TEXT SHALL BE IN A HORIZONTAL FORMAT.

1.10. FINISH & CONTRAST: CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHERLIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHTBACKGROUND.

2. BRAILLE:

2.1. DIMENSIONS: BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALLCOMPLY WITH THE FOLLOWING TABLE (ALL MEASUREMENTS ARE CENTER TO CENTERDOTS):

MEASUREMENT RANGE MINIMUM IN INCHES/MAXIMUM IN INCHES

DOT BASE DIAMETER 0.059 TO 0.063

DISTANCE BETWEEN TWO DOTS IN THESAME CELL

0.10000

0.30000

DOT HEIGHT 0.025 TO 0.037

0.395 TO 0.400

DISTANCE BETWEEN CORRESPONDINGDOTS IN ADJACENT CELLS

DISTANCE BETWEEN CORRESPONDINGFROM ONE CELL DIRECTLY BELOW

DISTANCE BETWEENCORRESPONDING DOTS INADJACENT CELLS

DISTANCE BETWEENDOTS IN THE SAME CELL

SINGLEBRAILLECELL

RAISEDDOT

BASEDIAMETER

NO RAISEDDOT

DISTANCEBETWEEN DOTS INTHE SAME CELL

DISTANCE BETWEENCORRESPONDINGDOTS FROM ONECELL DIRECTLYBELOW

2.2. CAPITALIZATION: INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLYBE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES,INDIVIDUAL LETTER OF THE ALPHABET, INITIALS, AND ACRONYMS.

2.3. POSITION: BRAILLE SHALL DUPLICATE RAISED CHARACTERS AND BE POSITIONEDBELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT ORCENTERED. IF THE TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW ENTIRE TEXT.BRAILLE SHALL BE SEPARATED 3/8" MINIMUM AND 1/2" MAXIMUM FROM ANY OTHERTACTILE CHARACTERS AND 3/8" MINIMUM FROM RAISED BORDERS AND DECORATIVEELEMENTS.

3. INSTALLATION HEIGHT AND LOCATION:

3.1.HEIGHT: TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48" MINIMUM ABOVETHE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASE LINE OF THELOWEST BRAILLE CELLS AND 60" MAXIMUM ABOVE THE FINISH FLOOR OR GROUNDSURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF THE RAISEDCHARACTERS.

3.2. LOCATION: WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BELOCATED ON THE LATCH SIDE OF THE DOOR. WHERE A TACTILE SIGN IS LOCATED ATDOUBLE-DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THEINACTIVE LEAF. WHERE A TACTILE SIGN IN PROVIDED AT DOUBLE-DOORS WITH TWOACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT-HAND DOOR.WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THERIGHT SIDE OF DOUBLE-DOORS, SIGNS SHALL BE LOCATED ON THE NEARESTADJACENT WALL SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SOTHAT A CLEAR FLOOR SPACE OF 18" MINIMUM BY 18" MINIMUM, CENTERED ON THETACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEENTHE CLOSED POSITION AND 45º OPEN POSITION. WHERE PERMANENT IDENTIFICATIONSIGNAGE IS PROVIDED FOR ROOMS AND SPACES, THEY SHALL BE LOCATED ON THEAPPROACH SIDE OF THE DOOR AS ONE ENTERS THE ROOM OR SPACE. SIGNS THATIDENTIFY EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONEEXITS THE ROOM OR SPACE.

12" MAX.

33"

7"-9"

24" MIN.

5' - 0"

6' - 0" MAX.

8 7TYP.TYP.

1 3

17"-18"8

TYP.

MIN

.

17"-

19"

MIN.

1' - 0"

MIN.

2' - 0"

2 4

MIN.

17"

29" M

IN.

34" M

AX.

18"

29" M

IN.

40"

6" MAX.

5

MAX

.

17"

14" MIN. MIN.

18"

44" M

AX.

6

FIXTURE NOTES:

1. 42"L x 1-1/2"Ø GRAB BAR, W/ 1-1/2" CLR. TO WALL2. 36"L x 1-1/2"Ø GRAB BAR, W/ 1-1/2" CLR. TO WALL3. TOILET SEAT COVER DISPENSER W/ 4" MAX. PROJECTION.4. ACCESSIBLE LAVATORY5. MIRROR W/ STAINLESS STEEL FRAME.6. ACCESSIBLE URINAL7. ACCESSIBLE RECESSED TOILET TISSUE DISPENSER W/ 3" MAX. PROJECTION.8. ACCESSIBLE TOILET. FLUSH VALVE TO BE ON WIDE SIDE OF STALL.9. SOAP DISPENSER W/ 4" MAX. PROJECTION.10. TRASH RECEPTACLE.11. PAPER TOWEL DISPENSER W/ 3" AND DISPOSAL.40

" MAX

.

10

11

9

27" M

AX.

NOTE:

FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BEOPERABLE WITH ONE HAND AND SHALL NOT REQUIRETIGHTGRASPING, PINCHING OR TWISTING OF THE WRIST. THEFORCEREQUIRED TO ACTIVATE THE CONTROLS SHALL BE NOMORETHAN 5 LBS. LEVER OPERATED, PUSH TYPEANDELECTRONICALLY CONTROLLED MECHANISMS AREACCEPTABLE. SELF-CLOSING VALVES ARE ALLOWED IF THEFAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.

WALLFINISH

WRAP ALLEXP. COLDPIPING.THERE SHALLBE NO SHARPOR ABRASIVESURFACESFINISH

FLOOR

34" M

AX. T

O S

INK

LIP

29" C

LR.

27" C

LR. MIN.

8"

MIN

.

9"

TOE CLEARANCE6" MAX.

KNEE CLEARANCE

11" MIN.

24"

SPLA

SH4"

PLA

M

6 1/

2" M

AX.

SIN

KD

EPTH

COVESPLASH

GENERAL NEW WORK KEYNOTES:

1. FOR ADDITIONAL INFORMATION, SEE 13/A-701

F.F.

VAR

IES

1" T

O 1

3/4

"

MO

RTA

R B

ED

SLOPE FLOOR 2% MAX.TO DRAIN

(N) CONCRETE SLAB

(N) REINFORCEDCERAMIC TILEMORTAR BED

CRUSHED TILE ORSTONE @ DRAINWEEP HOLES

(N) FLOOR DRAINPER PLUMBINGDRAWINGS

(N) CERAMIC COVED BASE

1/4" CERAMIC TILE MOVEMENTJOINT AND SEALANT

(N) CEMENTITIOUS BACKERBOARDS, TYP.

(N) CERAMIC TILE

(N) CERAMIC TILE BULLNOSE

(N) SEALANT

(N) GWB

(N) CEILING JOISTSPER STRUCTURALDRAWINGS

(N) FRAMING

HEIGHT PER INTERIORELEVATION

CEILING MATERIAL

CERAMIC TILE

SEALANT

WALL MATERIAL

WALL MATERIAL

BULLNOSECERAMICTILE

WALL MATERIAL

LEVEL AROUND ROOMUNLESS NOTED OTHERWISESEE INTERIOR ELEVATIONS

AND FINISH SCHEDULE

BULLNOSECERAMIC TILE

CERAMICTILE

WALLMATERIAL

A CT @ CEILING E CT @ OUTSIDE CORNER

B CT @ TOP OF WAINSCOT F CT @ INSIDE CORNER

C CT @ HM FRAMECENTER CERAMIC TILE

JOINT ON END OF WALL

SEE INTERIORELEVATIONS FORCONTINUATION OFCERAMIC TILEWHERE OCCURS

BULLNOSE CERAMICTILE TYP. EACH SIDE

WALLMATERIAL

G CT @ END OF WALL

FLUSHTRANSITION DOOR, WHERE

OCCURS

CERAMIC TILE

MORTAR BED

FLOORMATERIAL

1/4" X 1 1/2" ZINCDIVIDER STRIP,

TERRAZZO TYPE

CERAMICTILE SEALANT

HM FRAME

DOOR OR WINDOWWHERE OCCURS

D CT @ FLOOR

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SCALE: 1/4" = 1'-0"2 MEN'S RESTROOM - WESTSCALE: 1/4" = 1'-0"5 MEN'S RESTROOM - NORTH

SCALE: 1/4" = 1'-0"4 MEN'S RESTROOM - EASTSCALE: 1/4" = 1'-0"3 MEN'S RESTROOM - SOUTH

SCALE: 1/4" = 1'-0"8 WOMEN'S RESTROOM - WESTSCALE: 1/4" = 1'-0"9 WOMEN'S RESTROOM - SOUTH

SCALE: 1/4" = 1'-0"10 WOMEN'S RESTROOM - EASTSCALE: 1/4" = 1'-0"11 WOMEN'S RESTROOM - NORTH

SCALE: 1/4" = 1'-0"1 DRINKING FOUNTAIN ALCOVE

1.11 SEE ROOM FINISH SCHEDULE10.03 RE‐INSTALL (E) TOILET AND FLUSH VALVE. CONNECT TO

PLUMBING LINES AS REQUIRED, PER PLUMBING PLAN10.04 PROVIDE (N) 42" LONG GRAB BARS (BOBRICK #B‐6806), PER

13/A‐701. PROVIDE WALL BLOCKING, PER 13/A‐20210.05 PROVIDE (N) 36" LONG GRAB BARS (BOBRICK #B‐6806), PER

13/A‐701. PROVIDE WALL BLOCKING, PER 13/A‐20210.06 PROVIDE (N) RECESSED TOILET TISSUE DISPENSER (BOBRICK

#B‐4388), PER 13/A‐70110.07 PROVIDE (N) TAMPON DISPOSAL (BOBRICK #B‐270), PER

13/A‐70110.08 PROVIDE (N) TOILET PARTITION, TYPICAL10.09 PROVIDE (N) SEAT COVER DISPENSER (BOBRICK #B‐4221), PER

13/A‐70110.11 PROVIDE (N) PLASTIC LAMINATE COUNTERTOP AND

RE‐INSTALL (E) SINK AND FIXTURES, TYP., PER 19/A‐701.CONNECT TO PLUMBING LINES AS REQUIRED, PER PLUMBINGPLAN. PROVIDE INSULATED COVER ON ALL EXPOSED PIPES(EQUAL TO TRUEBRO LAV‐GUARD UNDERSINK PIPE COVERS).

10.12 PROVIDE (N) 36" TALL MIRROR (BOBRICK #B‐290 SERIES). FIELDVERIFY ALCOVE WIDTH AND EXTEND MIRROR FROM WALL TOWALL.

10.13 PROVIDE (N) SOAP DISPENSER (BOBRICK #B‐4112)10.14 PROVIDE (N) TAMPON VENDOR (BOBRICK #B‐3706)10.15 PROVIDE (N) DRINKING FOUNTAIN, BOTTLE FILLER, AND S.S.

BACK PANELS. SEE NEW CONST. FLOOR PLAN FOR ADD'LINFORMATION. (HAWS MODEL #1011HPS AND #1920HPS).CONNECT TO (E) PLUMBING LINES AS REQUIRED.

10.17 RE‐INSTALL (E) URINAL. CONNECT TO PLUMBING LINES ASREQUIRED, PER PLUMBING PLAN

10.22 PROVIDE (N) SEMI‐RECESSED PAPER TOWEL AND WASTEDISPENSER (BOBRICK #B‐43944)

10.23 PROVIDE (N) FLOOR DRAIN AND TRAP PRIMER. CONNECT TO(E) PLUMBING LINES AND NEAREST FIXTURE AS REQUIRED

SCALE: 1 1/2" = 1'-0"29 SIGNAGE NOTES

SCALE: 1/4" = 1'-0"13 STANDARD MOUNTING HEIGHTS & NOTES

SCALE: 3/4" = 1'-0"19 ACCESSIBLE COUNTER AND SINK

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N

ORY

SCALE: 3" = 1'-0"26 TOILET ROOM CERAMIC TILE DETAILSCALE: 3" = 1'-0"27 TYPICAL CERAMIC TILE DETAILS

NO. DATE ISSUE

1. (E) PAIR OF DOORS TO REMAIN. NO HARDWARE MODIFICATIONS REQUIRED.2. (E) DOOR AND FRAME TO REMAIN. MODIFY DOOR AND FRAME FOR

HARDWARE GROUP. OTHER EXISTING HARDWARE TO REMAIN.3. REMOVE AND REVERSE SWING OF (E) DOOR. MODIFY DOOR AND FRAME AS

NEEDED FOR HARDWARE GROUP. REVERSE (E) DOOR CLOSER. OTHEREXISTING HARDWARE TO REMAIN.

4. STAIN (N) DOOR, COLOR AND FINISH TO MATCH (E) DOORS IN BUILDING.PAINT (N) FRAMES TO WATCH WALL COLOR, SEMI-GLOSS FINISH.

DOOR REMARKS

CBUCONCCT

(E)

GWB

HM

PT

RB

SCST

CEMENTITIOUS BACKER UNITCONCRETECERAMIC TILE

EXISTING

GYPSUM WALL BOARD

HOLLOW METAL

PAINT (SEMI-GLOSS)

RUBBER BASE

SOLID CORE WOODSTAIN

ABBREVIATIONS LEGEND

1. PROVIDE 5/8" WATER-RESISTANT GWB WITH PAINTED FINISH ABOVECERAMIC TILE WAINSCOT, TYP. ALL WALLS.

2. TYPICAL CERAMIC TILE DETAILS, PER 27,28/A-701

FINISH REMARKS

A

SINGLE FLUSH

CERAMIC TILE

WOOD FRAMING

SEALANT, TYP.

GWB TYP. EACH SIDE

DOOR

H.M. FRAME

WALL FINISH,WHERE

OCCURS

(4) HM FRAME 16 GA. GALV.STL. STIFFENER & ANCHORSTRAPS @ 6" FROM TOP &BOT., EQUALLY SPACED, NOTTO EXCEED 24"

JAMB FRAMEBEYOND

DOORMORTAR BED &CERAMIC TILE,WHERE OCCURS FULL

SADDLETHRESHOLD

21MAX.

ZINC DIVIDERSTRIP

(E) CONC.SLAB

SUBGRADE COMPACTTO 90% RELATIVECOMPACTION

(N) CONC. SLAB

VAPOR BARRIER2" SAND

4"2"

6"

3" 6"

#4 16" O.C.

DRILL & SETIN EPOXY

(N) WALL FINISH

MATCH (E)WALL FINISH

(N) SHAPED 2x

(N) 2x WALL FRAMING@ 16" O.C.

PROVIDE 2x BLKG @ 24"O.C. TOP TO BOTTOM

(N) SHAPED 2x

PROVIDE 2x BLKG@ 24" O.C., TOPTO BOTTOM

(N) WALLFRAMING @16" O.C.

2" 5/8"

1 15

/16"

VAR

IES

1 15

/16"

1/2"

1/2"

1

DOOR #01, 02 (NEW DOORS/INTERIOR/SINGLE/NON-RATED)

EACH OPENING TO RECIEVE

QTY. TYPE DESCRIPTION FINISH MFG.

3 EA. HINGES AB850 4.5 x 4.5 652 HAGAR1 EA. PASSAGE LATCH ND 10S RHODES 626 SCHLAGE1 EA. CLOSER 4041-S-CUSH 689 LCN1 EA. KICKPLATE 8400 10" x 34" B4E 630 IVES1 SET HEAD & JAMB SEALS 328AA 628 ZERO1 EA. THRESHOLD 2748A 628 PEMKO

HARDWARE GROUP 1

HARDWARE GROUP 2

DOOR #04 (INTERIOR/SINGLE/NON-RATED)



1 EA. ENTRANCE LOCK ND53PD 626 SCHLAGE

HARDWARE GROUP 3

DOOR #05 (EXTERIOR/SINGLE/NON-RATED)



1 EA. EXIT DEVICE AX-CD-99LNL-SNB-PA 626 VON DUPRIN1 EA. CYLINDER 20-057 626 SCHLAGE

HARDWARE GROUP 4

DOOR #06, 07 (INTERIOR/SINGLE/NON-RATED)



1 EA. EXIT DEVICE AX-CD-99LNL-SNB-PA 626 VON DUPRIN1 EA. CYLINDER 20-057 626 SCHLAGE

HARDWARE GROUPS

SIMPSON JOIST HANGER #LU28

(N) 2x10 CEILING JOIST

(N) 2x4 STUD

(N) 2x10 CLG. LEDGER ATTACHEDW/ 2-16d INTO EACH STUD

(N) 6

"X6"

CO

NC

. CU

RB

NOTE:1. ONLY COMMON NAILSSHALL BE USED.

(N) CONCCURB

(N) 2X SILLPLATE

(N) 2XSTUD

(N) 2X6 BLKGWITH 2-16dENDNAIL @EACH END,TYP. TOP,BOTTOM, &MID-POINT OFSTUD

(N) 2X6STUD @16" O.C.

(N) 2X6 BLKG WITH2-16d ENDNAIL @EACH END

PROPOSED FINISH FLOOR

(N) CONT.2X6

TREATEDSILL

PLATE

2-16d ENDNAIL, TYP.(ALT. 4-8d TOENAIL,TYP.)

(N) DBLTOP PLATE

2-16d @EACH

BLKG, TYP

16dFACENAIL @16" O.C. TYP

2-16dENDNAIL @EACH STUD,TYP

(N) CONTDBL 2X6TOP PLATE

HILTI XU 157 DIA.SHOT PIN @ 12" O.C.WITH 1-1/2"MIN. EMBEDMENT(ICC ESR-2269), TYP.

A-80129

DEP

RES

SIO

N O

CC

UR

S

WH

ERE

#4 CONT. TOP & BOTTOM#3 @ 12" O.C.

NOTES:1. CAST CURBS IN SEPARATE POURS. (USE 3/4"Ø VIBRATOR FOR PLACING

CONCRETE IN ALL CURBS.)2. COORDINATE WIDTH, HEIGHT AND LOCATION OF CURBS WITH

ARCHITECTURAL DRAWINGS.3. SEE STRUCTURAL SECTIONS FOR CURB REINFORCING AT SHEAR WALLS,

BEARING WALLS, EXTERIOR WALLS AND SPECIAL CONDITIONS.

8" OR LESS8"

ROOM FINISH SCHEDULE

NO. ROOM NAME

FLOOR

BASE

WALLSWAINSCOT

HEIGHT

CEILING

FINISH REMARKSMAT. FIN.NORTH EAST SOUTH WEST

MAT. FIN. HEIGHTMAT. FIN. MAT. FIN. MAT. FIN. MAT. FIN.

101 MEN'S CONC. CT CT CBU CT CBU CT CBU CT CBU CT 6' - 0" GWB PT 9' - 0" 1, 2102 WOMEN'S CONC. CT CT CBU CT CBU CT CBU CT CBU CT 6' - 0" GWB PT 9' - 0" 1, 2103 ALCOVE CONC. CT CT CBU CT -- -- CBU CT CBU CT 8' - 0" GWB PT 8' - 0" 1, 2104 CORRIDOR CONC. CPT RB -- -- GWB PT GWB PT GWB PT -- GWB PT 9' - 0"

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DOOR SCHEDULE

NO.DOOR FRAME DETAILS HARDWARE

GROUP DOOR REMARKS NO.WIDTH HEIGHT TYPE MAT. FIN. GLASS TYPE MAT. FIN. HEAD JAMB THRESH

01 3' - 0" 7' - 0" A SC ST -- A HM PT 13/--- 13/--- 19/--- 1 4 0102 3' - 0" 7' - 0" A SC ST -- A HM PT 13/--- 13/--- 19/--- 1 4 0203 6' - 0" 7' - 0" G (E) -- -- (E) -- -- -- -- -- -- 1 0304 3' - 0" 7' - 0" A (E) -- -- (E) -- -- -- -- -- 2 2 0405 3' - 0" 7' - 0" A (E) -- -- (E) -- -- -- -- -- 3 2 0506 3' - 0" 7' - 0" A (E) -- -- (E) -- -- -- -- -- 4 3 0607 3' - 0" 7' - 0" A (E) -- -- (E) -- -- -- -- -- 4 2 0708 6' - 0" 7' - 0" G (E) -- -- (E) -- -- -- -- -- -- 1 0809 3' - 0" 7' - 0" B

DOOR TYPES FRAME TYPES

SCALE: 3" = 1'-0"13 DOOR JAMB / HEAD SIMILARSCALE: 3" = 1'-0"14 DOOR THRESHOLD

(E)(E)(E)(E)(E)(E)

SCALE: 1" = 1'-0"21 WALL INTERSCTION @ MENSSCALE: 1" = 1'-0"22 WALL INTERSECTION @ WOMENS

(E)(E)(E)(E)(E)(E)

SCALE: 1 1/2" = 1'-0"28 CEILING JOISTS

SCALE: 1" = 1'-0"23 TYPICAL WALL FRAMING

SCALE: 1 1/2" = 1'-0"29 CONC CURB

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1

19

6

15

6

14

159

1

18 1 8 17

7

10 16 7

11

4

8

7

9 7

2

11

8

8

1

128

11 3

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2

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211

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5

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1617

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MEN'S101

WOMEN'S102

CORRIDOR104

ALCOVE103

16 1

8

9 5

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11

14

7

9

14

15

9

11

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21

12

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12 9 21

2 14

182 14

4 9

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TP 13

14

114 3

12

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1

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9

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15

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14 2

14 2

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171410

19 20

19 20

GENERAL PLUMBING NOTES

A. DISTRICT SHALL HAVE FIRST RIGHT OF REFUSAL ON ALL ITEMSINDICATED TO BE REMOVED. CONTRACTOR SHALL VERIFY ALL SUCH ITEMSWITH DISTRICT PRIOR TO REMOVAL. ALL ITEMS NOT ACCEPTED BY DISTRICTSHALL BE PROPERLY DISPOSED OF BY CONTRACTOR. ALL TIMES ACCEPTEDBY OWNER SHALL BE REMOVED INTACT AND FULLY FUNCTIONAL BYCONTRACTOR AND DELIVERED TO DISTRICT’S MAINTENANCE YARD.

B. REMOVE EXISTING FIXTURES AND EQUIPMENT AS INDICATED. HOTWATER, COLD WATER, AND VENT PIPING SERVING SUCH ITEMS SHALL BEREMOVED TO A SUITABLE CONCEALED LOCATION WITHIN WALL OR ABOVECEILING AND CAPPED OR PLUGGED UNLESS NOTED OTHERWISE. WASTEPIPING SERVING SUCH FIXTURES SHALL BE REMOVED TO A SUITABLECONCEALED LOCATION BELOW FINISHED FLOOR OR BEHIND WALL ANDCAPPED OR PLUGGED UNLESS NOTED OTHERWISE. EXISTING DEFUNCT ORABANDONED PIPING AND/OR COMPONENTS (FLOOR DRAINS, CLEANOUTS,ACCESS PANELS, VALVES, ETC.) IN CONCEALED OR EXPOSED LOCATIONSSHALL BE REMOVED.

C. INFORMATION SHOWN ON THE PLUMBING PLANS IS DIAGRAMMATICAND SHALL BE MODIFIED AS NEEDED TO ACCOMMODATE EXISTINGCONDITIONS WITHOUT CHANGE IN CONTRACT PRICE. LOCATION, DEPTH, ANDMATERIAL OF PIPING HAS NOT BEEN VERIFIED. BEFORE COMMENCEMENT OFWORK, THE CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS,ELEVATIONS, AND CHARACTERISTICS OF ALL UTILITIES AND PIPING, ANDSHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY MAJOR DISCREPANCIES.

D. LOCATIONS AND MOUNTING HEIGHTS OF ACCESSIBLE PLUMBINGFIXTURES SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS.

E. CONNECTION BETWEEN INCOMPATIBLE MATERIALS SHALL BE MADEWITH TWO (2) DIELECTRIC UNIONS SEPARATED BY A TWELVE-INCH (12”)SECTION OF RED BRASS PIPE.

F. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE.THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WITHEQUIPMENT, CABINETS, ETC., AND CONFIRM WITH THE ARCHITECT PRIOR TOINSTALLATION.

G. ALL PLUMBING WORK SHALL BE INSTALLED SO AS TO AVOIDINTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT ANDSTRUCTURAL FRAMING.

H. ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLEDAND BE IN COMPLIANCE WITH CALIFORNIA PLUMBING CODE 2018.

I. ANY ALTERATIONS TO A STRUCTURAL MEMBER SUCH AS CUTTING,BORING, BRAZING DRILLING, WELDING, ETC., SHALL HAVE PRIOR WRITTENAPPROVAL OF THE ARCHITECT.

J. COLD WATER PIPE SHALL BE HARD COPPER TUBE, TYPE L WATERTUBE, DRAWN TEMPER, ASTM B88.

K. SANITARY SEWER AND VENT PIPE SHALL BE HUBLESS, CAST IRON,ASTM A888.

L. PIPE SLEEVES THROUGH CONCRETE OR MASONRY WALLS SHALL BEGALVANIZED STEEL WITH SEALS AT EACH END.

M. PIPE PENETRATIONS THROUGH FINISHED SURFACES SHALL BEPROVIDED WITH ONE-PIECE, CAST BRASS ESCUTCHEONS WITH CHROME-PLATED FINISH AND SET-SCREW FASTENER.

N. FLOOR CLEANOUT SHALL BE SQUARE NICKEL BRONZE TOP EQUAL TOJAY R SMITH MTG 4040 SERIES. INSTALL FLUSH WITH FINISH FLOOR SURFACE.

O. PROVIDE STEEL ACCESS PANELS WHERE REQUIRED AND INDICATED,EQUAL TO ELMDOR/STONEMAN MFG, SLK SERIES 14 GA GALV STEEL WITHWHITE PRIME COAT FINISH CONCEALED PIN HINGE AND CYLINDER LOCK.FIELD PAINT TO MATCH ADJACENT SURFACES.

P. WATER HAMMER ARRESTOR SHALL BE EQUAL TO ZURN NO. Z-1700SERIES “SHOKTROL” BEHIND ACCESS PANEL.

Q. FLOOR DRAIN SHALL BE ZURN NO. ZN-415-B-P, CAST IRON BODY,COMPLETE WITH ROUND NICKEL-BRONZE TOP, CLAMPING COLLAR, ½” TRAPPRIMER CONNECTION AND P-TRAP.

R. TRAP PRIMER SHALL BE MIFAB NO. MR-500 WITH PRIMER VALVE,BRASS BODY, ADJUSTABLE, COMPLETE WITH ½” COPPER TYPE “L” PIPE TORECEPTOR. INSTALL BEHIND ACCESS PANEL WITH SHUT-OFF VALVE.

S. RECESSED WALL HYDRANT SHALL BE JAY R. SMITH NARROW WARMWEATHER CLIMATE HYDRANT NO. 5518, ALL BRONZE HYDRANT WITH CHROMEPLATED FACE, HOSE CONNECTION WITH INTEGRAL VACUUM BREAKER, 360SWIVEL INLET CONNECTION, “T” HANDLE KEY, AND STAINLESS-STEEL BOX.

PLUMBING DEMO KEYNOTES

1. (E) 4” SEWER PIPE TO REMAIN.2. REMOVE (E) TOILET AND FLUSH VALVE AND STORE FOR RE-USE.3. REMOVE (E) URINAL AND FLUSH VALVE AND STORE FOR RE-USE.4. REMOVE (E) COUNTER-MOUNTED SINK AND FAUCET & FIXTURES AND

STORE FOR RE-USE.5. (E) 2” VENT THROUGH ROOF TO REMAIN.6. (E) 1-1/2” VENT THROUGH ROOF TO REMAIN.7. REMOVE (E) VENT PIPING.8. REMOVE (E) SEWER PIPE.9. (E) 1-1/2” COLD WATER PIPE TO REMAIN.10. REMOVE (E) ½” COLD WATER PIPE.11. REMOVE (E) WATER PIPE AND CONNECTIONS TO PLUMBING

FIXTURES BEING REMOVED, TYPICAL.12. REMOVE (E) ¾” COLD WATER PIPE.13. REMOVE (E) COUNTER-MOUNTED SINK AND FAUCET & FIXTURES AND

RETURN TO DISTRICT.14. REMOVE (E) UNDER-COUNTER WATER HEATER & PIPING AND RETUEN

TO DISTIRCT.15. (E) 1/2” COLD WATER PPIPE TO REMAIN.16. REMOVE (E) UNDER-COUNTER WATER HEATER, PIPING, AND

ELECTRICAL CONNECTIONS AND STORE FOR RE-USE.17. REMOVE (E) FLOOR DRAIN.18. REMOVE (E) FLOOR CLEAN-OUT.19. REMOVE (E) DRINKING FOUNTAIN AND REUTRN TO DISTIRCT.

PLUMBING NEW WORK KEYNOTES

1. (E) 4” SEWER PIPE TO REMAIN.2. REINSTALL (E) TOILET AND FLUSH VALVE. CONNECT TO PLUMBING LINES

AS REQUIRED.3. PROVIDE (N) TOILET AND FLUSH VALVE TO MATCH (E) FIXTURES.

CONNECT TO PLUMBING LINES AS REQUIRED.4. REINSTALL (E) URINAL AND FLUSH VALVE. CONNECT TO PLUMBING LINES

AS REQUIRED.5. REINSTALL (E) SINK, FAUCET, AND FIXTURES. CONNECT TO PLUMBING

LINES AND WATER HEATER AS REQUIRED.6. (E) 2” VENT THROUGH ROOF TO REMAIN.7. (E) 1-1/2” VENT THROUGH ROOF TO REMAIN.8. CAP (E) VENT THROUGH ROOF.9. PROVIDE (N) 1-1/2” VENT PIPING. CONNECT TO PLUBING FIXTURES AND

(E) VENT THROUGH ROOF.10. (E) 1-1/2” COLD WATER PIPING TO REMAIN.11. (E) ½” COLD WATER PIPING TO REMAIN. CONNECT TO (E) WATER PIPE,

SINKS, WATER HEATER, AND DRINKING FOUNTAIN AS REQUIRED.12. PROVIDE (N) 1-1/2” COLD WATER PIPING. CONNECT TO (E) WATER PIPE,

TOILETS, AND URINALS AS REQUIRED.13. PROVIDE (N) 21/2” COLD WATER PIPING. CONNECT TO (E) WATER PIPE,

SINKS, TRAP PRIMER, AND WATER HEATER AS REQUIRED.14. PROVIDE (N) 2” SEWER PIPE. CONNECT TO (E) SEWER PIPE, PLUMBING

FIXTURES, AND FLOOR DRAIN AND VENT PIPING AS REQUIRED.15. REINSTALL (E) UNDER-COUNTER WATER HEATER. CONNECT TO €

ELECTRICAL CIRCUIT AND COLD-WATER PIPING. PROVIDE (N) ½” HHOTWATER PIPING FROM WATER HEATER TO SINK FAUCET AS REQUIRED.

16. PROVIDE (N) DRINKING FOUNTAIN AND BOTTLE FILLER. CONNECT TO (E)WATER, SEWER, AND VENT PIPING AS REQUIRED.

17. PROVIDE (N) FLOOR DRAIN AND CONNECT TO WATER, SEWER, AND VENTPIPING AS REQUIRED.

18. PROVIDE (N) FLOOR CLEANOUT. ADJUST TO BE FLUSH WITH (N) FINISHFLOOR.

19. PROVIDE (N) RECESSED WALL HYDRANT AND BOX. CONNECT TO (N)WATER PIPING AS REQUIRE.

20. PROVIDE (N) ¾” CVOLD WATER PIPING. CONNECT TO (E) WATER PIPEAND WALL HYDRANT AS REQUIRED.

21. PROVID E(N) WATER HAMMER ARRESTOR BEHIND ACCESS PANEL.CONNECT TO WATER PIPE AS REQUIRED.

DRAWN BY

PROJECT NO.

CHECKED BY

DATE

DRAWING TITLE

APPROVAL


CONSULTANT LOGO


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PLUMBING FLOORPLANS

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SCALE: 3/8" = 1'-0"8 DEMO PLUMBING FLOOR PLAN

SCALE: 3/8" = 1'-0"20 NEW CONST PLUMBING FLOOR PLAN

NO. DATE ISSUE

improvements @ district offices€¦ · nfpa 2001 clean agent fire extinguishing systems 2008...

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