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May

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03-18-2020

906 Columbia Street SW, Suite 400Olympia, Washington 98501360.352.8883

architects

ORIGINAL SHEET SIZE = 24 x 36HALF SIZE REDUCTIONS = 11 x 17

SHEET NO.

DATE:

REVISIONS:

ADM

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LOCU

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A 98

532

KMB Project # D1944

PERMIT

ARCHITECT

STATE OF WASHINGTON

REGISTERED10347

JAMES HILL

GENERAL INFORMATIONGI001 COVER SHEETGI201 CODE PLANS REVIEWGI301 PHASING PLAN

STRUCTURALS-001 GENERAL NOTESS-101 FOUNDATION AND FRAMING PLANS-201 FRAMING DETAILSS-202 FRAMING DETAILS

ARCHITECTURALAD101 DEMOLITION FLOOR PLANSAS101 SITE PLANA-101 OVERALL FLOOR PLANSA-102 ENLARGED FLOOR PLANSA-151 OVERALL REFLECTED CEILING PLANSA-201 EXTERIOR ELEVATIONSA-251 INTERIOR ELEVATIONS AND FINISH SCHEDULEA-301 BUILDING SECTIONSA-501 WALL AND PARTITION TYPESA-581 INTERIOR DETAILSA-601 DOOR AND FRAME SCHEDULE

MECHANICALM-001 LEGEND & NOTESM-002 SCHEDULESM-003 DETAILSM-100 HVAC DEMOLITION PLANSM-101 FIRST FLOOR HVAC PLANM-102 SECOND FLOOR HVAC PLAN

PLUMBINGP-001 LEGEND & NOTESP-002 SCHEDULES & DETAILSP-100 PLUMBING PLANSP-101 ENLARGED PLUMBING PLANSP-200 RISER DIAGRAMS

ELECTRICALE-101 ELECTRICAL SITE PLANE-201 FIRST FLOOR LIGHTING PLANE-301 FIRST FLOOR POWER PLANE-401 POWER RISER DIAGRAME-402 PANEL SCHEDULESE-403 ELECTRICAL DETAILS

ARCHITECTKMB ARCHITECTS906 COLUMBIA STREET SW, SUITE 400OLYMPIA, WASHINGTON 98501JAMES HILL, AIAEMILY MONEYMAKER360.352.8883

CIVILRB ENGINEERING91 SW 13TH ST.CHEHALIS, WA, 98532ROBERT BALMELLI, PE

MECHANICALVEACH ENGINEERS12292 PACIFIC AVE S. SUITE BTACOMA, WA, 98405TED VEACH

ELECTRICALCROSS ENGINEERS923 MARTIN LUTHER KING JR. WAYTACOMA, WA, 98405GENE WENTWORTH253.759.0118

OWNERTWIN TRANSIT212 EAST LOCUST STREETCENTRALIA, WA, 98532JOE CLARKJOE@TWINTRANSIT.ORG

PROJECT LOCATION212 EAST LOCUST STREETCENTRALIA, WA, 98532JOE CLARKJOE@TWINTRANSIT.ORG

TAX PARCEL #: 003523001000

AUTHORITY HAVINGJURISDICTIONCITY OF CENTRALIA118 WEST MAPLE STREETCENTRALIA, WA, 98531360.330.7662

PROJECTINFORMATION

DESIGN TEAM

DRAWING INDEX

DRAWING SYMBOLS

ADMINISTRATION BUILDING RENOVATIONTWIN TRANSIT212 EAST LOCUST STREET, CENTRALIA, WA 98532

BUILDING CODE SUMMARY

APPROVALS

DATEJOE CLARK, DIRECTOR OF TRANSIT SERVICESTWIN TRANSIT

XXX

XXXX

xxxx

xxxx

SHEET NUMBER WHEREELEVATION APPEARS

CEILING DESIGNATIONCEILING HEIGHT

WINDOW TYPEWINDOW NUMBER

DOOR NUMBER FOR DOOR SCHEDULE

ROOM NUMBER FOR FINISH SCHEDULE

DIRECTION IN ROOM

ELEVATION NUMBER DESIGNATION

SHEET NUMBER WHERE SECTION APPEARS

BUILDING SECTION DESIGNATION

SHEET NUMBER WHERE SECTION APPEARS

WALL SECTION DESIGNATION

SHEET NUMBER WHERE DETAIL APPEARS

DETAIL NUMBER

24

1

3

A7.11

APPLICABLE CODES:

INTERNATIONAL & NATIONAL CODES:2015 INTERNATIONAL BUILDING CODE2009 ICC / ANSI A117.12015 INTERNATIONAL MECHANICAL CODE2015 INTERNATIONAL FIRE CODE2015 UNIFORM PLUMBING CODE2015 NATIONAL ELECTRICAL CODE

WASHINGTON STATE CODES:2015 WASHINGTON STATE ENERGY CODE CHAPTER 51-11 WAC

WASHINGTON STATE CODES AMENDMENTS:WA STATE AMENDMENTS TO THE 2015 IBC CHAPTER 51-50 WACWA STATE AMENDMENTS TO THE 2015 IMC CHAPTER 51-52 WACWA STATE AMENDMENTS TO THE 2015 IFC CHAPTER 51-54 WACWA STATE AMENDMENTS TO THE 2015 UPC CHAPTER 51-56 AND 51-57 WAC

DRAWING ABBREVIATIONS& AND∠ ANGLE@ AT℄ CENTER LINEØ DIAMETER' FOOT (FEET)" INCHd PENNY (NAILS)# POUNDS⅊ PLATE or PROPERTY LINEAB ANCHOR BOLTA/C AIR CONDITIONINGACOUS ACOUSTIC(AL)ACT ACOUSTICAL CEILING TILEACC ACCESSIBLEADD ADDITIONALADJ ADJACENT / ADJUSTABLEAFF ABOVE FINISH FLOORALUM ALUMINUMALT ALTERNATEAPPROX APPROXIMATEARCH ARCHITECT(URAL)BD BOARDBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBM BEAMBRG BEARINGBTM BOTTOMBTWN BETWEENBUR BUILT-UP ROOFCAB CABINETCFCI CONTRACTOR FURNISHED/

CONTRACTOR INSTALLEDCJ CONSTRUCTION JOINTCL OR ℄ CENTER LINECLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUOUSCORR CORRIDORCTSK COUNTERSINKCTR CENTERDBL DOUBLEDEPT DEPARTMENTDF DRINKING FOUNTAINDIA OR Ø DIAMETERDIAG DIAGONALDN DOWNDR DOORDWG DRAWINGEX OR EXST OR (E) EXISTINGEA EACHEF EXHAUST FANEIFS EXTERIOR INSULATION

AND FINISHING SYSTEMEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALELEV ELEVATIONEN EDGE NAILENG ENGINEER

EQ EQUALEQUIP EQUIPMENTES EACH SIDEEXP EXPANSIONEXTR EXTERIORFA FIRE ALARMFAB FABRICATE(ION)FIN FINISHFDN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISH FLOORFHWS FLAT HEAD WOOD SCREWFLG FLASHINGFLR FLOORFOC FACE OF CONCRETEFOM FACE OF MASONRYFOS FACE OF STUDFOW FACE OF WALLFP FIREPROOFFR FIRE RESISTANTFRMG FRAMINGFRT FIRE-RETARDANT-TREATEDFS FAR SIDEFT FOOT(FEET)FTG FOOTINGGA GAUGEGALV GALVANIZEDGB GRAB BARGLB GLUE LAMINATED BEAMGWB GYPSUM WALLBOARDHB HOSE BIBBHC HOLLOW CORE / HANDICAP

HD HOLD DOWNHDW HARDWAREHDR HEADERHGR HANGERHORIZ OR H HORIZONTALHM HOLLOW METALHR HOURHTG HEATINGHTR HEATERHWH HOT WATER HEATERHT HEIGHTID INSIDE DIAMETERIF INSIDE FACEIN INCHINSUL INSULATIONINTR INTERIORJAN JANITORJST JOISTJT JOINTKIT KITCHENLAT LATERALLB POUNDSLF LINEAL FEETL LENGTH / LONGLOC LOCATIONLT LIGHTM.C. METAL CHANNELMR MOISTURE RESISTANTMATL MATERIALMAX MAXIMUMMB MACHINE BOLTMECH MECHANICALMEZZ MEZZANINE

MFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMR MOISTURE RESISTANTMRGWB MOISTURE RESISTANT

GYPSUM WALL BOARDMRB MARKER BOARDMTD MOUNTEDMTL METAL(E) NEWNIC NOT IN CONTRACTNO NUMBERNS NEAR SIDENTS NOT TO SCALEOC ON CENTEROD OUTSIDE DIAMETEROF OUTSIDE FACEOFCI OWNER FURNISHED/

CONTRACTOR INSTALLEDOFOI OWNER FURNISHED/

OWNER INSTALLEDOH OVERHANG OR OVERHEADOPNG OPENINGOPP OPPOSITEORNT ORIENTATE(ION)PAR PARALLELP/C PRECAST CONCRETEPERP PERPENDICULARPLAM PLASTIC LAMINATEPL PLATE OR PROPERTY LINEPSF POUNDS PER SQUARE FOOTPTD PAPER TOWEL DISPENSERPWD PLYWOOD

PSI POUNDS PER SQUARE INCHPT PRESSURE TREATEDQTY QUANTITYRAD OR R RADIUSREF REFERENCEREFL REFLECTEDREFR. REFRIGERATORREINF REINFORCEDREQ'D REQUIREDRHWS ROUND HEAD WOOD SCREWRM ROOMRO ROUGH OPENINGSC SOLID CORESCH SCHEDULESD SOAP DISPENSERSF SQUARE FOOT (FEET)SHT SHEETSHTG SHEATHINGSIM SIMILARSP SPACE(ING)SPS SPACESSPEC SPECIFICATIONSSQ SQUARESS STAINLESS STEELSSK SERVICE SINKSTD STANDARDSTGR STAGGERSTL STEELSTR STRUCTURALSUSP SUSPENDED(TION)SV SHEET VINYLSYM SYMMETRICALTB TACK BOARD

THK THICKTN TOE NAILTOC TOP OF CONCRETETOP TOP OF PAVINGTOM TOP OF MASONRYTOJ TOP OF JOISTTOS TOP OF SHEATHINGTOW TOP OF WALLTPD TOILET PAPER DISPENSERTSCD TOILET SEAT COVER

DISPENSERTS TUBE STEELTYP TYPICALUON UNLESS OTHERWISE NOTEDVCT VINYL COMPOSITION TILEVERT OR V VERTICALVIF VERIFY IN FIELDVWC VINYL WALL COVERINGW WIDE (WIDTH)W/ WITHW/O WITHOUTWC WATER CLOSETWD WOODWH WATER HEATERWIN WINDOWWP WATER PROOF / WORK POINTWWF WELDED WIRE FABRICYD YARD

5

CENTRALIA COLLEGE BLVD

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SITE LOCATION

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WALNUT ST

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PROJECT NORTH

VICINITY MAP

PROJECT NORTH

PROJECT MAPNOT TO SCALE

NOT TO SCALE

THE TWIN TRANSIT ADMINISTRATION BUILDING IS AN EXISTINGBUILDING ON THE NORTHEAST CORNER OF THE PROPERTY INCENTRALIA, WASHINGTON. THE BUILDING CURRENTLY HOUSES AFEW SMALL OFFICES, A CONFERENCE ROOM, AND BUSMAINTENANCE TERMINALS. ADDITIONAL OFFICES, CONFERENCEROOM, AND RESTROOM ARE NEEDED. THE ADMINISTRATIONAREA WILL BE EXPANDED BY 1,000 SF INTO THE SHOP.

PROJECT DESCRIPTION1. THE BUILDING WILL REMAIN OCCUPIED DURING THE DURATION OF

PROJECT CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIREDTO COORDINATE AND PERFORM THE WORK WITH MINIMUMDISRUPTION TO ONGOING ACTIVITIES.

2. CONTRACTOR TO VERIFY LOCATION AND DIMENSIONS OF EXISTINGWORK AND COORDINATE CONSTRUCTION WITH EXISTINGCONDITIONS.

3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT MEANS ANDMETHODS OF CONSTRUCTION ARE NOT DESTRUCTIVE TO THEBUILDING INCLUDING UNDERLYING STRUCTURES ANDCONSTRUCTION.

4. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY LOCAL ANDSTATE GOVERNING AUTHORITIES. THE BUILDING PERMIT IS TO BECONTAINED BY THE GENERAL CONTRACTOR. HE WILL IN RETURN BEREIMBURSED THE COST OF THE PERMIT (NO MARK-UP) BY CHANGEORDER ONCE THE PERMIT IS RECEIVED

5. ALL WORK SHALL MEET THE STANDARDS AND SPECIFICATIONS OFTHE LOCAL AND STATE GOVERNING AUTHORITIES. REFERENCECODES, STANDARDS AND AMENDMENTS SHALL BE THE EDITIONMOST RECENTLY ADOPTED OR IN USE IN THE JURISDICTION.

6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALLCOORDINATE INSTALLATION OF ALL MATERIAL AND/OR EQUIPMENTWHOSE DIMENSIONS ARE FIXED. IN THE EVENT THAT EXISTINGCONDITIONS ARE FOUND TO VARY FROM ASSUMED CONDITIONS,NOTIFY OWNER'S REPRESENTATIVE AND ARCHITECT IMMEDIATELYFOR CLARIFICATION.

7. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADESREQUIRED TO PERFORM THE WORK. WHERE INSTALLATION AND/ORCONNECTION OF EQUIPMENT IS NOT SPECIFIED AND WHERE SUCHCONNECTION AND/OR INSTALLATION IS REQUIRED FOR A COMPLETEAND OPERABLE FACILITY, THE CONTRACTOR SHALL BE HELDRESPONSIBLE FOR SUCH INSTALLATION AND/OR CONNECTION.

8. ALL WORK REQUIRED BY THESE CONTRACT DOCUMENTS SHALL BEFURNISHED AND INSTALLED COMPLETE AND IN OPERATINGCONDITION UNLESS OTHERWISE NOTED. CONTRACTOR SHALLFURNISH AND INSTALL ANY ITEMS THAT MAY NOT BE COVERED INTHE PLANS, BUT ARE NECESSARY TO PROVIDE A COMPLETE ANDWORKABLE PROJECT.

9. REPETITIVE FEATURES NOT FULLY NOTED ON THE DRAWINGS SHALLBE COMPLETELY PROVIDED AS IF DRAWN/NOTED IN FULL. IFCERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THEDRAWINGS THEIR CONSTRUCTION SHALL BE OF THE SAMECHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN ORCALLED FOR.

10. CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING,ENVIRONMENTAL PROTECTIONS AND COMPLETION OF THE WORK.

11. CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR ORREPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BYOPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THIS WORK.

12. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING ORSAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSIONHAS BEEN APPROVED BY THE ARCHITECT. ALL SUCH PORTIONS OFTHE WORK SHALL BE IN ACCORDANCE WITH APPROVED SHOPDRAWINGS AND SAMPLE. OWNER AND ARCHITECT SHALLDETERMINE WHICH PORTIONS OF THE WORK SHALL REQUIRE SHOPDRAWING SUBMITTALS.

13. PROJECT MODIFICATIONS: THE ARCHITECT IS NOT RESPONSIBLEFOR ANY CONSEQUENCES ARISING DIRECTLY OR INDIRECTLY FROMTHE ACTIONS OF OTHERS IN CONNECTION WITH THE PROJECT,INCLUDING BUT NOT LIMITED TO CHANGES MADE IN PLANS, DETAILS,MATERIALS OR CONSTRUCTION TECHNIQUES MADE BY THE OWNER,THE CONTRACTOR OR ANY OTHER PARTY NOT WORKING DIRECTLYFOR THE ARCHITECT.

14. ALL DEMOLISHED MATERIALS TO BE REMOVED AND DISPOSED OF INACCORDANCE WITH SECTION 02 41 00 AND ALL APPLICABLE LAWS &REGULATIONS.

15. IF WORK ON THE ROOF OCCURS, MATERIAL SHALL BE SAFELY ANDNEATLY CONVEYED TO DISPOSAL WITH COMPLETE CONTROL. CLEANUP SHALL BE ACCOMPLISHED DAILY. ALL DAMAGE TO BUILDING ORGROUNDS SHALL BE REPAIRED BY CONTRACTOR WITH NO COST TOOWNER.

16. IF WORK ON THE ROOF OCCURS, THE CONTRACTOR SHALL MAINTAINTHE WATER-TIGHTNESS OF THE BUILDING FOR THE DURATION OFTHE ENTIRE PROJECT CONSTRUCTION.

17. CONTRACTOR MATERIALS AND ACTIVITIES SHALL NOT BLOCK ANDEXIT OR IMPAIR FLOOR TO FLOOR FIRE SEPARATION WHILE THEBUILDING IS UNDER CONSTRUCTION.

GENERAL NOTES:

1 2 3 4

A

C

B

OFFICE104

CORR.106

OFFICE114

BREAK ROOM113

MENS RR110

WOMENSRR

109

SHOP.120

OFFICE121

OFFICE122

ELEC102

VEST101

OFFICE105

SMALLCONF.

103

OFFICE107

CUST.108

STAIRA

STAIRB

WH

1 2 3 4

A

C

B

CORR.201

STORAGE203

ELEC102

CONF.202

STORAGEMEZZANINE

214

STAIRB

MENS RR205

WOMENSRR

206

UTILITY204

OFFICE210

OFFICE211

OFFICE209

OFFICE207

OFFICE208

STAIRA

GI201CODE REVIEW

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20, 2

020 (

8:38 A

M)

03-18-2020

906 Columbia Street SW, Suite 400Olympia, Washington 98501360.352.8883

architects

ORIGINAL SHEET SIZE = 24 x 36HALF SIZE REDUCTIONS = 11 x 17

SHEET NO.

DATE:

REVISIONS:

ADM

INIS

TRAT

ION

BUILD

ING

RENO

VATIO

NTW

IN TR

ANSI

T21

2 E.

LOCU

ST S

T, CE

NTRA

LIA, W

A 98

532

KMB Project # D1944

PERMIT

ARCHITECT

STATE OF WASHINGTON

REGISTERED10347

JAMES HILL

SCALE: 1/8" = 1'-0"

0 4' 8' 16'

NORTHSCALE: 1/8" = 1'-0"

0 4' 8' 16'

NORTHSCALE:

PROJECTNORTH

1/8" = 1'-0"OVERALL FIRST FLOOR PLAN

SCALE:

PROJECTNORTH

1/8" = 1'-0"OVERALL SECOND FLOOR PLAN

STORAGE (S-1)146/300 =

1 OCC

PLAN LEGENDOCCUPANCY GROUPROOM SQUARE FOOTAGE / OCCUPANT LOADFACTOR EQUALS# OF OCCUPANTS IN ROOM

EXIT SIGNAGE

FIRE EXTINGUISHER

EXIT NUMBER# OF OCCUPANTS EXITING FROM EXIT

FURTHEST TRAVEL DISTANCE

FE

MEANS OF EGRESSSECTION 10101010.1.1 SIZE OF DOORS

THE MINIMUM WIDTH OF EACH DOOR OPENINGSHALL BE SUFFICIENT FOR THE OCCUPANTLOAD THEREOF AND SHALL PROVIDE A CLEARWIDTH OF 32 INCHES. CLEAR OPENINGS OFDOORWAYS WITH SWINGING DOORS SHALL BEMEASURED BETWEEN THE FACE OF THE DOORAND THE STOP, WITH THE DOOR OPEN 90DEGREES.

DOOR CALCULATIONS:3'-0" DOOR - 2-1/2" (STOP + LEAF) =33.5" / .2 = 167 PEOPLE MAX6'-0" DOOR - 2-1/2" (STOP + LEAF) =68.5" / .2 = 343 PEOPLE MAX

EX ## OCC

#'-#"

OFFICE (B)351/100 =

4 OCC

OFFICE (B)104/100 =

2 OCC

OFFICE (B)388/100 =

4 OCC

STOR (S-1)39/300 =1 OCC

STOR (S-1)5,734/300 =

20 OCC

OFFICE (B)178/100 =

2 OCC

OFFICE (B)438/100 =

5 OCC

STOR (S-1)624/300 =

3 OCC

STOR (S-1)352/300 =

2 OCC

OFFICE (B)91/100 =1 OCC

OFFICE (B)114/100 =

2 OCC OFFICE (B)156/100 =

2 OCC

CONF. (B)115/15 =10 OCC

OFFICE (B)126/100 =

2 OCC

EX 114 OCC

EX 330 OCC

2

30

14

2

3

4

EX 47 OCC

2

7

OCCUPANT LOAD

SUMMARY

EXIT 1 14 OCCUPANTS

EXIT 2 6 OCCUPANTS

EXIT 3 30 OCCUPANTS

EXIT 4 7 OCCUPANTS

EXIT 5 21 OCCUPANTS

EXIT 6 23 OCCUPANTS

M

WM

W

PLUMBING CODEPLUMBING ANALYSISIBC Chapter 29 with Washington State Amendments

Business BWater closets 1 per 25 for the first 50 and 1 per 50 for the

remainder exceeding 50

Lavatories 1 per 40 for the first 80 and 1 per 80 for theremainder exceeding 80

68 occupants34 occupant load / 25 = 1.36 WC & 0.85 LAV MALE REQUIRED34 occupant load / 25 = 1.36 WC & 0.85 LAV FEMALE REQUIRED

Storage S-1 / S-2Water closets 1 per 100

Lavatories 1 per 100

27 occupants14 occupant load / 100 = 0.14 WC & 0.14 LAV MALE REQUIRED14 occupant load / 100 = 0.14 WC & 0.14 LAV FEMALE REQUIRED

REQUIRED: PROVIDED:MALE: 1.50 WC MALE: 2 WC

0.99 LAV 2 LAVFEMALE: 1.50 WC FEMALE: 2 WC

0.99 LAV 2 LAV

2902.5.1 Drinking Fountain number. Occupant loads over 30 shall haveone drinking fountain for the first 150 occupants, then one per eachadditional 500 occupants.

95 occupants = 1 Drinking Fountains Required1 Drinking Fountain Provided

Janitor Sink: 1 providedFood Prep Sink: 1 provided

56'-2

"

10

OFFICE (B)204/100 =

3 OCC

OFFICE (B)382/15 =26 OCC

1

2

2

CONF. (B)165/15 =12 OCC

3

1

EX 26 OCC

21EX 521OCC

12

1

OFFICE (B)78/100 =1 OCC

1

60'-4

"

CODE ANALYSIS304.1 BUSINESS GROUP B. BUSINESS GROUP B OCCUPANCY INCLUDES,AMONG OTHERS, THE USE OF A BUILDING OR STRUCTURE, OR APORTION THEREOF, FOR OFFICE, PROFESSIONAL OR SERVICE-TYPETRANSACTIONS, INCLUDING STORAGE OF RECORDS AND ACCOUNTS.

311.2 MODERATE-HAZARD STORAGE, GROUP S-1. STORAGE GROUPS-1 OCCUPANCIES ARE BUILDINGS OCCUPIED FOR STORAGE USESTHAT ARE NOT CLASSIFIED AS GROUP S-2, INCLUDING BUT NOTLIMITED TO, STORAGE OF THE FOLLOWING: …MOTOR VEHICLE REPAIRGARAGES COMPLYING WITH THE MAXIMUM ALLOWABLE QUANTITIESOF HAZARDOUS MATERIALS LISTED IN TABLE 307.1(1)

BASIC ALLOWABLE BUILDING HEIGHT AND AREA: IBC TABLE 504.3 FORB AND S-1 OCCUPANCY CLASSIFICATIONSHEIGHT: TYPE V-B: 40 FT (BUILDING AND ADDITION:

ACTUAL = APPROX. 28'-8”)

ALLOWABLE STORIES ABOVE GRADE PLANE: IBC TABLE 504.4 - MOSTRESTRICTIVE

S-1 TYPE V-B: 1 STORIES (BUILDING: ACTUAL =2 STORIES)

505.2.1 AREA LIMITATION THE AGGREGATE AREA OF A MEZZA-NINEOR MEZZANINES WITHIN A ROOM SHALL BE NOT GREATER THANONE-THIRD OF THE FLOOR AREA OF THAT ROOM OR SPACE IN WHICHTHEY ARE LOCATED.

SHOP: 5,308 SF ALLOWANCE: 1,770 SF ACTUAL: 624 SF

ALLOWABLE AREA FACTOR: TABLE 506.2 (A-3) - MOST RESTRICTIVEFOR B AND S-1 OCCUPANCY CLASSIFICATIONS

B/S-1 TYPE V-B, NS:9,000 SF EA FLOOR

PROPOSED BUILDING SQUARE FOOTAGE WITHRENOVATION:

1ST FLOOR: 8,820 SF2ND FLOOR: 1,788 SF

10,608 SF

508.3 NONSEPARATED OCCUPANCIES. BUILDINGS OR PORTIONS OFBUILDINGS THAT COMPLY WITH THE PROVISIONS OF THIS SECTIONSHALL BE CONSIDERED AS NONSEPARATED OCCUPANCIES.

508.3.1 OCCUPANCY CLASSIFICATION. NONSEPARATEDOCCUPANCIES SHALL BE INDIVIDUALLY CLASSIFIED INACCORDANCE WITH SECTION 302.1. THE REQUIREMENTS OFTHIS CODE SHALL APPLY TO EACH PORTION OF THE BUILDINGBASED ON THE OCCUPANCY CLASSIFICATION OF THAT SPACE. INADDITION, THE MOST RESTRICTIVE PROVISIONS OF CHAPTER 9THAT APPLY TO THE NONSEPARATED OCCUPANCIES SHALL APPLYTO THE TOTAL NONSEPARATED OCCUPANCY AREA.

TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES (HRS)NO SEPARATION BETWEEN NON-SPRINKLER B AND S-1OCCUPANCIES REQUIRED

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS:IBC TABLE 601 FOR TYPE V-B

STRUCTURAL FRAME 0 HOURSBEARING WALL (INTERIOR & EXTERIOR) 0 HOURSNON-BEARING WALLS (EXTERIOR) 0 HOURSNON-BEARING WALLS (INTERIOR) 0 HOURSFLOOR CONSTRUCTION 0 HOURSROOF CONSTRUCTION 0 HOURS

SECTION 602 TYPE V-B.OCCUPANCY GROUP S-1 - MOST RESTRICTED

X < 5 2 HR RATED EXTERIOR WALLS10 < X < 30 1 HR RATED EXTERIOR WALLSX > 30 0 HR RATED EXTERIOR WALLS

SECTION 603.1 TYPE V-B.602.5 TYPE V. TYPE V CONSTRUCTION IS THAT TYPE OFCONSTRUCTION IN WHICH THE STRUCTURAL ELEMENTS, EXTERIORWALLS AND INTERIOR WALLS ARE OF ANY MATERIALS PERMITTED BYTHIS CODE.

AUTOMATIC SPRINKLER SYSTEM: NO

FIRE ALARM AND DETECTION SYSTEM: NO

PORTABLE FIRE EXTINGUISHERS:NFPA 10, 2013 EDITION, 75' TRAVEL DISTANCE TO FIREEXTINGUISHER

CHAPTER 10: MEANS OF EGRESS

OCCUPANT LOAD FACTORS: IBC TABLE 1004.1.2ACCESSORY STORAGE AREAS, 300 GROSSMECHANICAL EQUIPMENT ROOMASSEMBLY (UNCONCENTRATED) 15 NETBUSINESS AREAS 100 GROSS

MEANS OF EGRESS SIZING: IBC 1005.30.3 INCH PER OCCUPANT AT STAIRWAYS0.2 INCH PER OCCUPANT AT OTHER EGRESS COMPONENTS

COMMON PATH OF EGRESS TRAVEL: IBC TABLE 1006.2.1 (WITHOUTSPRINKLER SYSTEM)

S AND B OCCUPANCIES: 23 MAX OCC LOADOL ≤ 30 OCC.: 100 FT OL ≥ 30 OCC.: 75 FT

MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY: TABLE1006.3.1OCCUPANT LOAD MINIMUM NUMBER OF EXITS ORPER STORY ACCESS TO EXITS FROM STORY1-500 2

1006.3.2 SINGLE EXITS. A SINGLE EXIT OR ACCESS TO A SINGLE EXITSHALL BE PERMITTED FROM ANY STORY OR OCCUPIED ROOF WHEREONE OF THE FOLLOWING CONDITIONS EXISTS:

2. ROOMS, AREAS AND SPACES COMPLYING WITH SECTION1006.2.1 WITH EXITS THAT DISCHARGE DIRECTLY TO THEEXTERIOR AT THE LEVEL OF EXIT DISCHARGE, ARE PERMITTED TO

HAVE ONE EXIT OR ACCESS TO A SINGLE EXIT.

EXIT ACCESS DOORWAY ARRANGEMENT: IBC 1007.1.1 EXCEPTION 2(1/3 THE DIAGONAL)

BUILDING DIAGONAL = 132'-10”EXIT DOOR SEPARATION = 82'-7”EXIT DOOR SEPARATION = 85'-6”

EXIT ACCESS TRAVEL DISTANCE: IBC TABLE 1017.2 (WITHOUTSPRINKLER SYSTEM)

B/S-1 200 FT

TABLE 1020.1 OCCUPANCY B AND S - GREATER THAN 30 OCCUPANTSAND WITHOUT FIRE SPRINKLER REQUIRES 1-HOUR FIRE RATING ATCORRIDORS.

1020.1 CONSTRUCTION: CORRIDORS SHALL BE FIRE-RESISTANCERATED IN ACCORDANCE WITH TABLE 1020.1. THE CORRIDOR WALLSREQUIRED TO BE FIRE-RESISTANCE RATED SHALL COMPLY WITHSECTION 708 FOR FIRE PARTITIONS.

EXCEPTION 4. A FIRE-RESISTANCE RATING IS NOT REQUIRED FORCORRIDORS IN AN OCCUPANCY IN GROUP B THAT IS A SPACEREQUIRING ONLY A SINGLE MEANS OF EGRESS COMPLYINGWITH SECTION 1006.2.

INTERIOR WALL AND CEILING FINISH: IBC TABLE 803.11CLASS B MINIMUM FOR CORRIDORS / STAIRS AND CLASS C FORROOMS AND ENCLOSED SPACES

a. IN OTHER THAN GROUP I-3 OCCUPANCIES IN BUILDINGSLESS THAN THREE STORIES ABOVE GRADE PLANE, CLASS BINTERIOR FINISH FOR NON-SPRINKLERED BUILDINGS… SHALL BEPERMITTED IN INTERIOR EXIT STAIRWAYS AND RAMPS.

1027.6 EXTERIOR EXIT STAIRWAY AND RAMP PROTECTION.SEPARATION FROM THE INTERIOR OF THE BUILDING IS NOT REQUIREDFOR OCCUPANCIES, OTHER THAN THOSE IN GROUP R-1 OR R-2, INBUILDINGS THAT ARE NOT MORE THAN TWO STORIES ABOVE GRADEPLANE WHERE A LEVEL OF EXIT DIS-CHARGE SERVING SUCHOCCUPANCIES IS THE FIRST STORY ABOVE GRADE PLANE.

23

6EX 6

23 OCC

2

1

FE FE

FE

FE

FE FE

1 2 3 4

A

C

B

OFFICE104

CORR.106

OFFICE114

BREAK ROOM113

MENS RR110

WOMENSRR

109

SHOP.120

OFFICE121

OFFICE122

ELEC102

VEST101

OFFICE105

SMALLCONF.

103

OFFICE107

CUST.108

STAIRA

STAIRB

WH

1 2 3 4

A

C

B

CORR.201

STORAGE203

ELEC102

CONF.202

STORAGEMEZZANINE

214

STAIRB

MENS RR205

WOMENSRR

206

UTILITY204

OFFICE210

OFFICE211

OFFICE209

OFFICE207

OFFICE208

STAIRA

GI301PHASING PLAN

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906 Columbia Street SW, Suite 400Olympia, Washington 98501360.352.8883

architects

ORIGINAL SHEET SIZE = 24 x 36HALF SIZE REDUCTIONS = 11 x 17

SHEET NO.

DATE:

REVISIONS:

ADM

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KMB Project # D1944

PERMIT

ARCHITECT

STATE OF WASHINGTON

REGISTERED10347

JAMES HILL

SCALE: 1/8" = 1'-0"

0 4' 8' 16'

NORTHSCALE: 1/8" = 1'-0"

0 4' 8' 16'

NORTHSCALE:

PROJECTNORTH

1/8" = 1'-0"OVERALL FIRST FLOOR PLAN

SCALE:

PROJECTNORTH

1/8" = 1'-0"OVERALL SECOND FLOOR PLAN

PHASING PLAN SEQUENCE:PHASE 1: FIRST STORY NORTH RENOVATIONDEMOLISH AND RENOVATE AREA IN FIRST STORY MAIN OFFICE. WORK TOINCLUDE REMOVING AND CONSTRUCTING WALLS AT LOCATION INDICATEDON PHASING PLAN. DEMOLISH AND CONSTRUCT NEW RESTROOMS ONFIRST STORY. BRING PIPING TO SECOND STORY FLOOR PLATE WHEREPHASE 4 RESTROOM WORK TO OCCUR. MOVE MECHANICAL UNIT ONEXTERIOR OF BUILDING.

PHASE 2: FIRST STORY SOUTH RENOVATIONWORK TO OCCUR ON ITS OWN OR ALONG WITH PHASE 1 OR 3.PROVIDE DEMOLITION AND CONSTRUCTION WORK IN EXISTING BREAKROOM 113 AND OFFICE 114 ON FIRST STORY. CONSTRUCT NEW EXTERIORSTAIRCASE TO SECOND FLOOR. EXTERIOR STAIRCASE TO PROVIDEEGRESS FOR SECOND FLOOR DURING PHASE 3 AND MUST BE COMPLETEPRIOR TO DEMOLITION OF INTERIOR STAIRCASE.

PHASE 3: FIRST STORY OFFICE EXPANSIONDEMOLISH FIRST STORY SHOP OFFICES AND EXISTING INTERIOR STAIRCASE. CONSTRUCT NEW FIRST STORY OFFICES AND SECOND STORYFLOOR PLATE. ADD NEW INTERIOR STAIRCASE FOR SECOND STORY.REMOVE EXISTING OVERHEAD DOOR AND REPLACE WITH SMALL COILINGDOOR AND EXTERIOR WALL. ADD NEW EGRESS DOOR EAST SIDE OF SHOP.

PHASE 4: SECOND STORY RENOVATIONPROVIDE DEMOLITION AND CONSTRUCTION FOR ALL SECOND STORYWORK. CONSTRUCT SECOND STORY RESTROOM AND INTERIOR WALLPARTITIONS.

1

2

3

4

1

2

3

3

3

3

4

2

2

WH

4'-4" MIN. CLR.

4'-4"

MIN

. CLR

.

8'-3 9/16" FV.3'-4" MIN.

CLR.

TO EDGE OF SINKCASEWORK ±1'-4 7/16"

REMOVE EXISTING STOVE,DISHWASHER, AND HOOD TO BERELOCATED IN SAME ROOM.REFER TO A-251 FOR LOCATION.

PROPOSED LOCATION OFDISHWASHER. FIELD VERIFYSIZING OF DISHWASHERBEFORE REMOVING CABINET

WALL TO BE REMOVED FOR NEW DOOR /WINDOW INSTALLATION

ITEM TO BE REMOVED / DEMOLISHED

ITEM TO REMAIN

DEMOLITION ELEVATION LEGEND2'-4 9/16" FV.

2'-10

"DW

A

AD101OVERALL DEMOLITIONPLANS

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SCALE:

PROJECTNORTH

1/8" = 1'-0"FIRST FLOOR DEMOLITION PLAN

SCALE:

NORTH

1/8" = 1'-0"SECOND FLOOR DEMOLITION PLAN

DEMOLITION LEGEND:

WALL TO BE DEMOLISHED.

ITEM TO BE REMOVED

AREA WHERE SECOND FLOOR STRUCTURE TOREMAIN, NEW FLOOR STRUCTURE TO ALIGN WITHEXISTING

AD121 DEMOLITION FLOOR PLAN FLAG NOTES:

DEMOLISH EXISTING WALL TO HEIGHT AND WIDTHREQUIRED FOR HEADER AND FRAMING FOR NEWDOOR. ALIGN EDGE OF NEW DOOR FRAMING WITHEDGE OF EXISTING OPENING FRAMING.

EXISTING COLUMN, PROTECT IN PLACE.

REMOVE EXISTING CASEWORK

REMOVE STAIRCASE

REMOVE AND SET ASIDE CASEWORK, STOVE, HOOD,AND DISHWASHER WHERE NEW DOOR AND WINDOWTO BE INSTALLED. KEEP CASEWORK AS INDICATED BY1/AD101.

ELECTRICAL TRANSFORMER TO REMAIN IN PLACE

REMOVE EXISTING MECHANICAL UNIT AND RELOCATEPER 1/A-102

REMOVE PLUMBING FIXTURES IN THIS ROOM.

REMOVE WINDOW IN TACT TO BE RELOCATED TOLOCATION INDICATED ON FLAG 10.

DEMOLISH EXISTING WALL HEIGHT AND WIDTHREQUIRED FOR HEADER AND FRAMING FORRELOCATED WINDOW FROM FLAG 9.

REMOVE WINDOWS IN TACT TO BE RELOCATED TOLOCATION INDICATED ON FLAG 12.

DEMOLISH EXISTING WALL HEIGHT AND WIDTHREQUIRED FOR HEADER AND FRAMING FORRELOCATED WINDOWS FROM FLAG 11.

REMOVE TRANSACTION WINDOW IN TACT TO BERELOCATED TO LOCATION INDICATED ON FLAG 14.

DEMOLISH EXISTING WALL HEIGHT AND WIDTHREQUIRED FOR HEADER AND FRAMING FORRELOCATED TRANSACTION WINDOW FROM FLAG 13.

REMOVE WINDOWS IN TACT TO BE RELOCATED TONEW WALL LOCATIONS INDICATED ON KEY NOTE 3 ONA-101.

REMOVE OVERHEAD DOOR AND PREPARE FOR NEWCOILING DOOR AND WALL FRAMING.

REMOVE CEILING LIGHTS WHERE NEW CONSTRUCTIONTO OCCUR IN THIS ROOM

1

1

2

3

4

5

4

4

SCALE: 1/8" = 1'-0"

0 4' 8' 16'

NORTHSCALE: 1/8" = 1'-0"

0 4' 8' 16'

NORTH

6

6

4

4

03-18-2020

906 Columbia Street SW, Suite 400Olympia, Washington 98501360.352.8883

architects

ORIGINAL SHEET SIZE = 24 x 36HALF SIZE REDUCTIONS = 11 x 17

SHEET NO.

DATE:

REVISIONS:

ADM

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KMB Project # D1944

PERMIT

ARCHITECT

STATE OF WASHINGTON

REGISTERED10347

JAMES HILL

7

7

3

1

8

8

8

8

9

10

5

SCALE: 1 1/4" = 1'-0"KITCHEN DEMOLITION ELEVATION

A

1AD101

1

10

11

12

11

12

11

12

1

1

13

14

13

14

2

DEMOLITION GENERAL NOTES

1. SAVE ALL REMOVED DOORS AND HARDWARE FOR INSTALLATION INNEW FRAMES.

2. ALL DIMENSIONS ARE TO BE FIELD VERIFIED.

3. ITEMS LOCATED ON WALLS TO BE REMOVED BY OWNER ANDREINSTALLED BY OWNER.

15

15

15

16

16

9

17

17

1

ADMINISTRATIONAND SHOP

SMALL BUSSHED

LARGE BUSSHED

FUELINGSTATION

5'-10 13/16"SETBACK

9'-1 3/16"SETBACK

CONTRACTORLAYDOWN AREA

AS101SITE PLAN

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SCALE:

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1" = 20'SITE PLAN

GENERAL NOTES:1. REFER TO A-101 OVERALL FLOOR PLAN.2. SITE WORK TO BE LIMITED TO NEW STAIR CASE LOCATION.3. ALL SITE WORK OUTSIDE OF NEW STAIRCASE OUT OF

CONTRACT

PLAN LEGEND:AREA OF WORK

EXISTING CHAIN LINK FENCE.

CONTRACTOR STAGING AREA.

EXISTING BALLARD TO REMAIN

PROPERTY BOUNDARIES

EXISTING FIRE HYDRANT

EASEMENT

NEW STAIRCASEON EXISTINGCONCRETE PAD.

EXISTING TWIN TRANSIT SIGNTO REMAIN

03-18-2020

906 Columbia Street SW, Suite 400Olympia, Washington 98501360.352.8883

architects

ORIGINAL SHEET SIZE = 24 x 36HALF SIZE REDUCTIONS = 11 x 17

SHEET NO.

DATE:

REVISIONS:

ADM

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KMB Project # D1944

PERMIT

ARCHITECT

STATE OF WASHINGTON

REGISTERED10347

JAMES HILL

5A-102

1 2 3 4

A

C

B

OFFICE104

CORR.106

OFFICE114

BREAK ROOM113

MENS RR110

WOMENSRR

109

SHOP.120

OFFICE121

OFFICE122

ELEC102

VEST101

OFFICE105

SMALLCONF.

103

OFFICE107

20'-9

9/16

" FV

6'-0"

14'-0

"

9'-0"

4'-0"

9'-0"

11'-0"

CUST.108

STAIRA

STAIRB

11'-0

"

10'-6

1/2"

101

S001

E001

E002

W002103

105

107 110

109

108

113

114

106

6'-4 3

/4"

4'-6"

5'-6"

5'-6"

19'-8

"

102

WH

20

R1R1

1A-102

3A-102

5A-102

22

22

20

1 2 3 4

A

C

B

CORR.201

STORAGE203

ELEC102

CONF.202

STORAGEMEZZANINE

214

STAIRB

MENS RR205

WOMENSRR

206

UTILITY204

OFFICE210

OFFICE211

OFFICE209

NEW FLOORSTRUCTURE

18'-0

"

13'-1

1/16

" FV.

14'-0

"

OFFICE207

6'-3"

OFFICE208

5'-6"

STAIRA

7'-0"

12'-0

"10

'-5 1/

16" F

V

8'-0"

203 204

205

206

202

E003

211

207210

208

201

9'-0"

W1

W1

W1

W1

3A-102

5A-102

2A-102

20

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20

A-101OVERALL FLOOR PLANS

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03-18-2020

906 Columbia Street SW, Suite 400Olympia, Washington 98501360.352.8883

architects

ORIGINAL SHEET SIZE = 24 x 36HALF SIZE REDUCTIONS = 11 x 17

SHEET NO.

DATE:

REVISIONS:

ADM

INIS

TRAT

ION

BUILD

ING

RENO

VATIO

NTW

IN TR

ANSI

T21

2 E.

LOCU

ST S

T, CE

NTRA

LIA, W

A 98

532

KMB Project # D1944

PERMIT

ARCHITECT

STATE OF WASHINGTON

REGISTERED10347

JAMES HILL

SCALE: 1/8" = 1'-0"

0 4' 8' 16'

NORTHSCALE: 1/8" = 1'-0"

0 4' 8' 16'

NORTHSCALE:

PROJECTNORTH

1/8" = 1'-0"OVERALL FIRST FLOOR PLAN

SCALE:

PROJECTNORTH

1/8" = 1'-0"OVERALL SECOND FLOOR PLAN

LEGEND

NEW INTERIOR WALL

NEW FLOOR FRAMING PER STRUCT.

WINDOW RELOCATED FROM DEMOLITION FLAG NOTE 11 ON AD101.

TRANSACTION WINDOW RELOCATED FROM ADJACENT WALL PERDEMOLITION FLAG NOTE 13 AND 14.

WINDOW TO BE REINSTALLED FROM DEMOLITION FLAG NOTE 15.

KEY NOTES1

2

3

1

1

2

3

3

GENERAL NOTES:1. REFER TO SHEETS A-501 WALL AND PARTITION TYPES.2. REFER TO ENLARGED PLANS FOR ADDITIONAL WALL TYPE

CALL-OUTS AND DIMENSIONS.3. GRID DIMENSIONS ARE TO EXTERIOR FACE OF STUD.4. DIMENSIONS ARE TO GRID OR FACE OF STUD.5. REFER TO A-601 FOR DOOR SCHEDULE AND DOOR, FRAME,

AND WINDOW TYPES.6. REFER TO A-251 FOR FINISH SCHEDULE AND INTERIOR

ELEVATIONS

B

CORR.106

CUST.108

BREAK ROOM113

MENS RR110

WOMENS RR109

OFFICE107

WH

TPD

TPD

TSCDPTD

21

20

20

20

4

4'-8 1

/2"6'-

10"

1'-1"

6'-10

"5'-

9 13/1

6" F

V

8'-5 1/2"

A

B

C

D 2A-251

A OPP

B OPP

C OPP

D OPP2A-251

20

TSCD

SD

PTDSD

01

RELOCATED HVAC UNIT

WH

1'-6"

1'-6"

1'-6"1'-6"

4" C

LR O

FW

INDO

W F

RAME

A

B

3A-251

PROVIDE NEW PENETRATIONFOR STOVE HOOD TOEXTERIOR OF BUILDING

5'-4 15/16" FV

1'-6"

20

20

20

CORR.201

MENS RR205

WOMENS RR206

UTILITY204

20

A

B

C

D 2A-251

A OPP

B OPP

C OPP

D OPP2A-251

B

4

20

20

20

20

20

21

TPD

TSCDPTDSD

TPD

TSCDPTDSD

5'-11

1/2"

6'-9 1

/2"

1'-1"

6'-4"

8'-5 1/2"5'-7 7/16" FV.

6'-2"

9 RIS

ERS

@ 6

11/16

" EA/

8 TRE

ADS

@ 11

" EA

= 7'-

4" R

UN4'-

6"

7'-0"

3A-581

STAIRA

3'-0" CLR. 9 RIS

ERS

@ 6

11/16

" EA/

8 TRE

ADS

@ 11

" EA

= 8'-

3" R

UN

10'-8

"

5'-8"

3'-6" 3'-6"

22

STAIRB

9 RIS

ERS

@ 6

11/16

" EA/

8 TRE

ADS

@ 11

" EA

= 8'-

3" R

UN

4'-6"

8'-4"

3A-581

3'-8" CLR. 9 RIS

ERS

@ 6

11/16

" EA/

8 TRE

ADS

@ 11

" EA

= 7'-

4" R

UN

6'-7"

5'-0"

4'-2" 4'-2"

8 RIS

ERS

@ 6

3/4"

= 4'-

6"

3'-0"

TYP

.

8 RIS

ERS

@ 6

3/4"

= 4'-

6"

8'-7"6'-5"4'-6"

4"

1'-0"

8 RIS

ERS

@ 6

3/4"

= 4'-

6"

3'-0"

TYP

.

8 RIS

ERS

@ 6

3/4"

= 4'-

6"10'-8" 6'-5" 5'-5"

4"

1'-0"

FRAME IN UNDER STAIRCASE PER STRUCT.

A-102ENLARGED FLOOR PLAN

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03-18-2020

906 Columbia Street SW, Suite 400Olympia, Washington 98501360.352.8883

architects

ORIGINAL SHEET SIZE = 24 x 36HALF SIZE REDUCTIONS = 11 x 17

SHEET NO.

DATE:

REVISIONS:

ADM

INIS

TRAT

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BUILD

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VATIO

NTW

IN TR

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T21

2 E.

LOCU

ST S

T, CE

NTRA

LIA, W

A 98

532

KMB Project # D1944

PERMIT

ARCHITECT

STATE OF WASHINGTON

REGISTERED10347

JAMES HILL

SCALE: 1 1/4" = 1'-0"FIRST FLOOR RESTROOM PLAN

SCALE: 2 1/4" = 1'-0"SECOND FLOOR RESTROOM ENLARGED PLAN

SCALE: 3 1/4" = 1'-0"STAIR A

SCALE: 5 1/4" = 1'-0"STAIR B

SCALE: 6 1/4" = 1'-0"STAIR B ELEVATION

SCALE: 7 1/4" = 1'-0"STAIR A ELEVATION

1 2 3 4

A

C

B

EXIST

EXIST

OFFICE104

CORR.106

OFFICE114

BREAK ROOM113

MENS RR110

WOMENSRR

109

SHOP.120

OFFICE121

OFFICE122

ELEC102 VEST

101

OFFICE105

SMALLCONF.

103

OFFICE107

CUST.108

STAIRA

STAIRB

EQ

6'-0"

6'-0"

EQ

6'-0"

10'-0

"10

'-0"

EQEQ

12'-0"

6'-0"

EQEQ

OPEN TOSTRUCTURE

EXIST

EXIST EXP

EXIST

EXIST

EXIST

EXIST

EXIST

EXIST

EXIST

EXIST

CORR.201

STORAGE203

ELEC102

CONF.202

STORAGEMEZZANINE

214

STAIRB

MENS RR205

WOMENSRR

206

UTILITY204

OFFICE210

OFFICE211

OFFICE209

OFFICE207

OFFICE208

STAIRA

6'-0"EQ EQ

5'-0"

5'-0"

6'-0"

6'-0"

6'-0"

1 2 3 4

A

C

B

A-151OVERALL REFLECTEDCEILING PLAN

PLOT

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20, 2

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03-18-2020

906 Columbia Street SW, Suite 400Olympia, Washington 98501360.352.8883

architects

ORIGINAL SHEET SIZE = 24 x 36HALF SIZE REDUCTIONS = 11 x 17

SHEET NO.

DATE:

REVISIONS:

ADM

INIS

TRAT

ION

BUILD

ING

RENO

VATIO

NTW

IN TR

ANSI

T21

2 E.

LOCU

ST S

T, CE

NTRA

LIA, W

A 98

532

KMB Project # D1944

PERMIT

ARCHITECT

STATE OF WASHINGTON

REGISTERED10347

JAMES HILL

SCALE:

PROJECTNORTH

1/8" = 1'-0"FIRST FLOOR REFLECTED CEILING PLAN

SCALE:

PROJECTNORTH

1/8" = 1'-0"SECOND FLOOR REFLECTED CEILING PLAN

LEGEND:NEW 5/8" GWB

LIGHTS, REFER TO ELECTRICAL

5/8" MRGWB

22x30 ATTIC ACCESS PANEL, PROVIDE 2X6 FRAMINGBETWEEN TRUSSES, TYP

MECHANICAL EQUIPMENT, PER MECH.

EXISTING GWB

GENERAL NOTES:1. GRID DIMENSIONS ARE TO EXTERIOR FACE OF STUD.2. DIMENSIONS ARE TO GRID OR FACE OF STUD3. WALLS ARE TO UNDERSIDE OF TRUSS.4. CENTER LIGHTS IN ROOM , TYP.

EXISTING ROOF

(E)

(E)

1 2 3 4

STAIRS AND CROSSBRACING PER STRUCTURAL

NEW DOOR AT EXISTINGDOOR LOCATION

NEW ROLL UP DOOR ALIGNALONG JAMB OF EXISTINGDOOR.

FRAME IN REMOVED OVERHEADDOOR AREA. PROVIDE NEWMETAL SIDING.

(E) (E) (E)

C B A

(E)

(E) (E)

NEW DOOR AT EXISTINGDOOR LOCATION A-201

EXTERIOR ELEVATIONS

PLOT

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, 202

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2 AM)

03-18-2020

906 Columbia Street SW, Suite 400Olympia, Washington 98501360.352.8883

architects

ORIGINAL SHEET SIZE = 24 x 36HALF SIZE REDUCTIONS = 11 x 17

SHEET NO.

DATE:

REVISIONS:

ADM

INIS

TRAT

ION

BUILD

ING

RENO

VATIO

NTW

IN TR

ANSI

T21

2 E.

LOCU

ST S

T, CE

NTRA

LIA, W

A 98

532

KMB Project # D1944

PERMIT

ARCHITECT

STATE OF WASHINGTON

REGISTERED10347

JAMES HILL

SCALE: 1 1/4" = 1'-0"SOUTH ELEVATION

SCALE: 2 1/4" = 1'-0"EAST ELEVATION

FRONT3'-

4" M

AX

2'-10

" UON

SIDE

48" M

AX

C54" MIN.

2'-6"

SIDE

35"

17"-1

9"

FRONT

2'-4" 35

"

24" MIN

3'-8"

MAX

3'-0"

MAX

FOR

CHI

LD

2'-10

" TO

RIM

3'-0"

2'-4"

MIN

CLR

DRINKING FOUNTAIN

3'-4"

40"

18" M

IN.

BABY CHANGINGSTATION

28"-3

4"

4'-0"

TO

HAND

LE

FIRE EXTINGUISHERCABINET (FEC)

LVANITY WHERE OCCURS.SEE PLANS/CASEWORKELEVATIONS

24x36 MIRROR

SOAP DISPENSER(SD)

HEAT SHIELD, TYP(PRE-FORMED)

SANITARY NAPKINDISPOSAL @ WOMEN'S(SND)

TOILET PAPERDISPENSER (TPD)

GRAB BAR (GB)

MOUNT FLUSH VALVE TOOPEN SIDE WHEREOCCURS

T.O. BAR

SURFACE MOUNTEDSANITARY NAPKINDISPOSAL (SND)

2'-6"

SURFACE MOUNTEDSOAP DISPENSER (SD)

4'-0"

PAPER TOWELDISPENSER (PTD)

COAT HOOK

5'-6"

(4'-0

" MAX

. ADA

)

ELECTRICALSWITCH

4'-0"

1'-6"

ELECTRICALRECEPTACLE

FIRE ALARMPULL STATION

4'-0"5'-

0"

TOP RIM

T.O. RIM

T.O. BAR

1'-6"

MIN

18" M

IN.

48" M

AX

SURFACE MOUNTEDTOILET PAPERDISPENSER (TPD)

28"-3

4"

12" MAX 42"MIN

16"-18"

12" MIN

SEAT-COVERDISPENSER (SCD)

3'-0"

℄

TPDSND

SDSCD

TP

PTD

A B C D

4'-4"

PLAM WAINSCOT WITHMETAL EDGE TRIM

SV COVED BASE

A B

RELOCATED DISHWASHER. FIELDVERIFY SIZING OF DISHWASHERBEFORE REMOVING CABINET

FINISH EDGE OF CABINETWHERE ADJACENT CABINETSHAVE BEEN REMOVED.

4" CLR.

DW

NEW OR RELOCATEDCABINETS

A-251INTERIOR ELEVATIONSAND FINISH SCHEDULE

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906 Columbia Street SW, Suite 400Olympia, Washington 98501360.352.8883

architects

ORIGINAL SHEET SIZE = 24 x 36HALF SIZE REDUCTIONS = 11 x 17

SHEET NO.

DATE:

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ADM

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KMB Project # D1944

PERMIT

ARCHITECT

STATE OF WASHINGTON

REGISTERED10347

JAMES HILL

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

SCALE: 2 1/4" = 1'-0"TYPICAL RESTROOM ELEVATIONS

SCALE: 3 1/4" = 1'-0"KITCHEN ELEVATIONS

A B C

CORR.201

OFFICE208

SMALLCONF.

103

STORAGE203

LOCKER /BREAK

114

OFFICE114

NON-USEDSPACE

OFFICE105

CORR.106

ELEC.102

+9'-0" AFF (EXIST)TOP OF PLATE

+0'-0" AFF

+18'-0" AFF (EXIST)TOP OF PLATE

OFFICE105

SMALLCONF.

103

OFFICE209

EXISTING TRANSFORMERAND ELECTRICAL PANELSTO REMAIN

1A-581

OPENBEYOND

CORR,201

OFFICE206

HALL101

3 4

+9'-0" AFFTOP OF PLATE

+0'-0" AFF

3'-0"NEW FLOOR FRAMING (E) FLOOR FRAMING

+9'-0" AFFTOP OF PLATE

A-301BUILDING SECTIONS

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906 Columbia Street SW, Suite 400Olympia, Washington 98501360.352.8883

architects

ORIGINAL SHEET SIZE = 24 x 36HALF SIZE REDUCTIONS = 11 x 17

SHEET NO.

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KMB Project # D1944

PERMIT

ARCHITECT

STATE OF WASHINGTON

REGISTERED10347

JAMES HILL

SCALE: 1 1/4" = 1'-0"BUILDING SECTION

SCALE: 2 1/4" = 1'-0"BUILDING SECTION @ STAIRS

EXTERIOR WALL ASSEMBLY:HORIZONTAL RIBBED METAL PANEL SIDINGAIR BARRIER2x6 WD. STUDS @ 16"O.C. W/BATT INSULATION (R-21)VAPOR BARRIER5/8" PLYWOOD SHEATHING W/(1) LAYER 5/8" GWB

EXTERIOR WALL ASSEMBLY:EXIST. VERTICAL METAL PANEL SIDINGEXIST. AIR BARRIEREXIST. 2x6 WD. STUDS @ 16"O.C. W/BATT INSULATION (R-21)VAPOR BARRIER5/8" PLYWOOD SHEATHING W/(1) LAYER 5/8" GWB

INTERIOR WALL ASSEMBLY:(1) LAYER 5/8" GWB2x6 WD STUDS @ 16"O.C.ACOUSTIC BATT INSULATION(1) LAYER 5/8" GWB

PROVIDE MRGWB AT RESTROOMS ANDBACKER BOARD WHERE TILE OCCURS.

INTERIOR WALL ASSEMBLY:(1) LAYER 5/8" MRGWB2x6 WD STUDS @ 16" O.C.ACOUSTIC BATT INSULATIONPLUMBING CHASE2x6 WD STUDS @ 16" O.C.(1) LAYER 5/8" MRGWB

PROVIDE BACKERBOARD IN LEU OF MRGWBWHERE TILE OCCURS

1'-1"

NTS

F.O.S.

F.O.S.

INTERIOR WALL ASSEMBLY:(1) LAYERS TYPE 'X' 5/8" GWB2x6 WD STUDS @ 12"O.C.ACOUSTIC BATT INSULATION15/32" PLYWOOD SHEATHING PER STRUCT.(1) LAYERS TYPE 'X' 5/8" GWB

A-501WALL AND PARTITIONTYPES

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906 Columbia Street SW, Suite 400Olympia, Washington 98501360.352.8883

architects

ORIGINAL SHEET SIZE = 24 x 36HALF SIZE REDUCTIONS = 11 x 17

SHEET NO.

DATE:

REVISIONS:

ADM

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KMB Project # D1944

PERMIT

ARCHITECT

STATE OF WASHINGTON

REGISTERED10347

JAMES HILL

SCALE: 1 3" = 1'-0"EXTR WALL INFILL

SCALE: 2 3" = 1'-0"EXIST EXTR WALL

EXTERIOR WALL NOTES:1. AT GWB PROVIDE ARGWB, WRGWB AND TBB AS REQUIRED PER INTERIOR FINISH SCHEDULE.2. PROVIDE BACKING IN WALLS FOR CASEWORK, MESSAGE BOARDS, TOILET ACCESSORIES, OWNER FURNISHED AND

INSTALLED FURNISHINGS AND ALL OTHER WALL SUPPORTED ITEMS. REFER TO INTERIOR ELEVATIONS AND PLANS FORLOCATIONS.

3. AT STC RATED WALLS PROVIDE:A. ACOUSTIC SEALANTS BETWEEN PLATES AND SUBSTRATE.B. ACOUSTIC SEALANT BETWEEN WALL AND ADJACENT VERTICAL SURFACES.C. ACOUSTIC SEALANT AROUND ALL OPENINGS AT ELECTRICAL DEVICES, DUCTS AND PIPING AND STRUCTURE

PENETRATING WALL SURFACES.5. AT AIR BARRIER WALLS PROVIDE:

A. SEALANT BETWEEN PLATES AND SUBSTRATE.B. SEALANT BETWEEN WALL AND ADJACENT VERTICAL SURFACES.C. SEAL AIR BARRIER MEMBRANE TO ADJACENT SURFACE, FULL PERIMETER OF WALL.D. SEALANT AROUND ALL OPENINGS AT ELECTRICAL DEVICES, DUCTS AND PIPING AND STRUCTURE PENETRATING

WALL SURFACES.

SCALE: 20 3" = 1'-0"TYP PARTITION WALL

INTERIOR PARTITION NOTES:1. AT GWB PROVIDE ARGWB, WRGWB AND TBB AS REQUIRED PER INTERIOR FINISH SCHEDULE.2. ALL PARTITIONS EXTEND TO BOTTOM OF TRUSS UON.3. PROVIDE BACKING IN WALLS FOR CASEWORK, MESSAGE BOARDS, TOILET ACCESSORIES, OFOI FURNISHINGS AND ALL

OTHER WALL SUPPORTED ITEMS. REFER TO INTERIOR ELEVATIONS AND PLANS FOR LOCATIONS.4. AT STC RATED WALLS PROVIDE:

A. ACOUSTIC SEALANTS BETWEEN PLATES AND SUBSTRATE.B. ACOUSTIC SEALANT BETWEEN STUDS AND ADJACENT VERTICAL SURFACES.C. ACOUSTIC SEALANT AROUND ALL OPENINGS AT ELECTRICAL DEVICES, DUCTS AND PIPING AND STRUCTURE

PENETRATING WALL SURFACES.5. AT AIR BARRIER WALLS PROVIDE:

A. SEALANT BETWEEN PLATES AND SUBSTRATE.B. SEALANT BETWEEN WALL AND ADJACENT VERTICAL SURFACES.C. SEAL AIR BARRIER MEMBRANE TO ADJACENT SURFACE, FULL PERIMETER OF WALL.D. SEALANT AROUND ALL OPENINGS AT ELECTRICAL DEVICES, DUCTS AND PIPING AND STRUCTURE PENETRATING WALL

SURFACES.6. AT CEILING AND SOFFIT FRAMING:

A. INSTALL FRAMING AT 16" ON CENTER CONNECT BOTH ENDS OF STUD TO HORIZONTAL PLATES AND SECURELY ATTACHTO BUILDING STRUCTURE ABOVE.

B. MID-SPAN SUPPORTS: FRAMING ANCHOR TO STRUCTURE ABOVE.7. PROVIDE A DOUBLE STUD AT DOOR FRAMES, WALL OPENINGS OVER 14" WIDE AND AT THE END OF FIN. WALLS. ALSO REFER

TO STRUCTURAL.A. SCREW ATTACH DIRECTLY TO STEEL DOOR FRAME ANCHORS WITH (2) SCREW FASTENERS.

8. PARTITION CORNERS: MINIMUM OF (3) STUDS.9. REFER TO A-582 AND STRUCTURAL DRAWINGS FOR TYPICAL PARTITION DETAILS.

SCALE: 21 3" = 1'-0"PLUMBING CHASE

SCALE: 22 3" = 1'-0"INTR SHEAR WALL

FLOOR FINISH PER FINISH PLAN3/4" PLYWOOD SHEATHING2x10 JOISTS PER STRUCTURALR-30 ACOUSTICAL BATT INSULATION

WALL TYPE PER PLAN

PLAM WALL OR FRP COVERING,REFER TO INTERIOR ELEVATIONSFOR LOCATIONS

METAL J TRIM

2X6 WOOD STUD CEILING FRAMING

5/8" GWB PER SCHEDULE

CEILING HEIGHT PER REFLECTEDCEILING PLAN

5-1/2" ACOUSTIC BATT INSULATION

2X6 WOOD STUDFRAMING

EXTEND GWB UPTO STRUCTURE

5/8" GYPSUMBOARD, PAINT

2X6 WOOD STUDCEILING FRAMING

CEILING ASSEMBLY REFER TOA-621 FOR TYPE.

GWB "F" TRIM

PROVIDE 1/2" MIN. SPACEBETWEEN TOP OF WALL &UNDERSIDE OF TRUSS

WALL TYPEPER PLAN

HEAVY TRUSS CLIP ATTRUSS OR BLOCKING

ACOUSTIC SEALANT, BOTHSIDES

VINYL, REFER TO FINISHSCHEDULE

COVING STICK

METAL "H" TRIM

PLASTIC LAMINATE WALL COVERING

6"

2 1/4"

2 3/8"

1 1/2"

1/2" RADIUS EDGES

3/8"

1/4"

RAILING BRACKET PROVIDEBLOCKING N WALL

1 1/2"CLR.

WOOD HAND RAIL IS PRE FINISHED MAPLEWITH FIELD APPLIED CLEARPOLYURETHANE COAT.

36" AFF

WALL TYPE PER PLAN

A-581INTERIOR DETAILS

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906 Columbia Street SW, Suite 400Olympia, Washington 98501360.352.8883

architects

ORIGINAL SHEET SIZE = 24 x 36HALF SIZE REDUCTIONS = 11 x 17

SHEET NO.

DATE:

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KMB Project # D1944

PERMIT

ARCHITECT

STATE OF WASHINGTON

REGISTERED10347

JAMES HILL

SCALE: 1 3" = 1'-0"FLOOR ASSEMBLY

SCALE: 3 6" = 1'-0"WAINSCOT TRIM

SCALE: 4 3" = 1'-0"HARD LID CEILING ASSMEBLY

SCALE: 5 3" = 1'-0"CEILING TO WALL CONNECTION

SCALE: 6 3" = 1'-0"WALL TO TRUSS CONNECTION

SCALE: 2 6" = 1'-0"VINYL COVED BASE TP WAINSCOT

SCALE: 7 3" = 1'-0"STAIR RAIL DETAIL

W1

WINDOW TYPES

OFFICE

4'-0"

3'-2"

EQ EQ

6'-0"

OFOI BLINDS

GL-1GL-1

A B C

DOOR TYPES

PER

SCHE

DULE

PERSCHEDULE

TYPICAL OFFICE ENTRY

PROVIDE PANICHARDWARE WHEREREQUIRED

PERSCHEDULE

6" 7"

2'-10

"3'-

6" PER

SCHE

DULE

PROVIDE PANICHARDWARE WHEREREQUIRED

PER

SCHE

DULE

PERSCHEDULE OVERHEAD DOOR

EQUIPMENT PERMANUFACTURER

F1

FRAME TYPES

PER

SCHE

DULE

PERSCHEDULE

TYPICAL

NOTE: ALL FRAMES ARE 2" UON

4" PREFERREDAT PULL

SIDE1'-6"MIN

1'-0" MIN(PUSH SIDE

STRIKE)

NOTE: PROVIDE THESE MINIMUMCLEARANCES FOR DOORS UNLESSOTHERWISE NOTED

A-601DOOR & FRAMESCHEDULE

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906 Columbia Street SW, Suite 400Olympia, Washington 98501360.352.8883

architects

ORIGINAL SHEET SIZE = 24 x 36HALF SIZE REDUCTIONS = 11 x 17

SHEET NO.

DATE:

REVISIONS:

ADM

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KMB Project # D1944

PERMIT

ARCHITECT

STATE OF WASHINGTON

REGISTERED10347

JAMES HILL

SCALE: 3 1/4" = 1'-0"WINDOW TYPES

SCALE: 1 1/4" = 1'-0"DOOR TYPES

SCALE: 2 1/4" = 1'-0"FRAME TYPES

DOOR GENERAL NOTES:A. USE TYPICAL DOOR DIMENSIONS NOTED ON THIS SHEET

FOR DOOR FRAME LOCATIONS, UNLESS NOTEDOTHERWISE.

B. REFER TO SHEETS A-101 FOR ADDITIONAL DOORLOCATIONS.

C. REFER TO 1/A-541 FOR STANDARD WINDOW FLASHINGINSTALLATION.

DOOR SCHEDULE REMARKS:1. OWNER TO PROVIDE DOOR HARDWARE.

2. EXISTING DOOR TO BE REINSTALLED IN EXISTING DOORFRAME WITH OPPOSITE SWING.

DOOR ABBREVIATIONS:AL ALUMINUMFF FACTORY FINISHHM HOLLOW METALMTL METALN/A NOT APPLICABLEPT PAINTST STAIN AND VARNISHWD WOODVT VISIBLE TRANSMITTANCEEX OR (E) EXISTING

MANUFACTURER'SABBREVIATIONS:HS HESMC MEDECOMK MCKINNEYNO NORTONPE PEMKORF RIXSONRO ROCKWOODRU CORBIN RUSSWINSU SECURITRONSD SECURITY DOOR CONTROLS

DOOR, FRAME AND WINDOW GLAZING TYPES

GL-1 LOW-E INSULATING CLEAR ANNEALED GLASS UNITS - FOR ALL VINYL WINDOW UNITS1. INSIDE-LITE: FURNISH CLEAR ANNEALED GLASS, 3/16 INCH NOMINAL THICKNESS, CONFORMING TO ASTM C1036

TYPE I, CLASS 1 CLEAR, QUALITY "Q3".2. OUTSIDE-LITE: FURNISH SAME AS SPECIFIED ABOVE FOR INSIDE LITE, EXCEPT WITH LOW-EMITTANCE,

HIGH-TRANSMITTANCE METALLIC COATING APPLIED TO #2 SURFACE; MILGARD “SUNCOAT” LOW-E2 GLASS, ORAPPROVED.

3. AIR SPACE: PROVIDE SEALED SPACE BETWEEN LIGHTS OF 1/2 INCH NOMINAL THICKNESS, FILLED WITH ARGONGAS. ALL UNITS SHALL BE DUAL SEALED WITH POLYISOBUTYLENE PRIMARY SEAL AND POLYSULFIDE ORSILICONE SECONDARY SEAL AND SHALL HAVE IGCC CLASS CBA CERTIFICATION WHEN TESTED IN ACCORDANCEWITH ASTM E773.

4. OVERALL THICKNESS: 7/8 INCH.5. GLASS UNIT PERFORMANCE: INSULATED UNIT SHALL HAVE A VT (VISUAL TRANSMISSION) OF 0.53 FOR PICTURE

WINDOWS AND 0.45 FOR CASEMENT WINDOWS, A SOLAR HEAT GAIN COEFICIENT OF NOT GREATER THAN 0.29,AND A WINTER THERMAL “U” VALUE OF NOT GREATER THAN 0.27, AS APPROVED.

GL-2 CLEAR FULLY TEMPERED PLATE GLASS1. STANDARDS: FURNISH CONFORMING TO ASTM C1048 KIND FT, TYPE I, CLASS 1 CLEAR, QUALITY "Q3, WITH AN

ETCHED INDICATION OR CERTIFICATE FROM MANUFACTURER ATTESTING TO CONFORMANCE WITH STANDARD.2. THICKNESS: 1/4 INCH.

GL-3 LOW-E INSULATING CLEAR TEMPERED GLASS UNITS - FOR ALL GLAZED EXTERIOR HOLLOW METAL DOORS ANDFRAMES:

1. OUTSIDE-LITE: FURNISH CLEAR FULLY TEMPERED GLASS, 1/4 INCH NOMINAL THICKNESS, CONFORMING TOASTM C1048; TYPE I, CLASS 1 CLEAR, QUALITY "Q3", WITH LOW-EMITTANCE, HIGH-TRANSMITTANCE METALLICCOATING APPLIED TO INTERIOR (#2) SURFACE; PPG “SOLARBAN 60” LOW-E GLASS, OR APPROVED.

2. INSIDE-LITE: FURNISH SAME AS SPECIFIED ABOVE FOR CLEAR FULLY TEMPERED GLASS, 1/4 INCH NOMINALTHICKNESS.

3. AIR SPACE: PROVIDE SEALED AIR SPACE BETWEEN LIGHTS OF 1/2 INCH NOMINAL THICKNESS, FILLED WITHARGON GAS. ALL UNITS SHALL BE DUAL SEALED WITH POLYISOBUTYLENE PRIMARY SEAL AND POLYSULFIDE ORSILICONE SECONDARY SEAL AND SHALL HAVE IGCC CLASS CBA CERTIFICATION WHEN TESTED IN ACCORDANCEWITH ASTM E773.

4. OVERALL THICKNESS: 1 INCH.5. GLASS UNIT PERFORMANCE: INSULATED UNIT SHALL HAVE A VISIBLE LIGHT TRANSMISSION OF NOT LESS THAN

70%, A SHADING COEFFICIENT OF NOT GREATER THAN 0.40, AND A WINTER THERMAL "U" VALUE OF NOTGREATER THAN 0.35, AS APPROVED.

SCALE: 5 1/4" = 1'-0"TYP. DOOR LOCATION

HVAC LEGEND

ENERGY CODE REQUIREMENTS

HVAC GENERAL NOTES

SHEET INDEX

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VEACH12202 Pacific Ave., Suite B Tacoma, WA 98444

Ph: 253-274-5701 Proj# 1935

M-001

LEGEND & NOTES

VRF HEAT PUMP SCHEDULE - INDOOR UNIT

VRF HEAT PUMP SCHEDULE - OUTDOOR UNIT

HEAT RECOVERY VENTILATOR SCHEDULE

VENTILATION

AIR TERMINAL SCHEDULE

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architects

VEACH12202 Pacific Ave., Suite B Tacoma, WA 98444

Ph: 253-274-5701 Proj# 1935

M-002

SCHEDULES

OUT DOOR HEAT PUMP INSTALLATION DETAIL

3

DUCT HANGER ATTACHMENTS

1

2

PIPE HANGER SUPPORT

EXHAUST FAN SCHEDULE

ELECTRIC WALL HEATER SCHEDULE

DUCT INSULATION SCHEDULE

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VEACH12202 Pacific Ave., Suite B Tacoma, WA 98444

Ph: 253-274-5701 Proj# 1935

M-003

DETAILS

1 2 3 4

A

C

B

1 2 3 4

A

C

B

FIRST FLOOR MECHANICAL DEMO PLAN

N

O

R

T

H

SECOND FLOOR MECHANICAL DEMO PLAN

N

O

R

T

H

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ed_D

_(36

.00_x

_24.0

0_Inc

hes),

NCS

.ctb -

Mar

ch 16

, 202

0 (4:4

5 PM)

906 Columbia Street SW, Suite 400Olympia, Washington 98501360.352.8883

architects

VEACH12202 Pacific Ave., Suite B Tacoma, WA 98444

Ph: 253-274-5701 Proj# 1935

KEYED NOTES:

DEMOLITION NOTES:

M-100

HVAC DEMOLITION

PLANS

OFFICE104

CORR.106

OFFICE114

BREAK ROOM113

MEN110

WOMEN109

SHOP.120

OFFICE121

OFFICE122

ELEC102

VEST101

OFFICE105

SMALLCONF.

103

OFFICE107

CUST.108

STAIRA

STAIRB

3 4

FIRST FLOOR MECHANICAL PLAN

N

O

R

T

H

1 2 3

A

C

4

B

3/16/2020

ORIGINAL SHEET SIZE = 24 x 36HALF SIZE REDUCTIONS = 11 x 17

SHEET NO.

DATE:

REVISIONS:

ADM

INIS

TRAT

ION

BUILD

ING

RENO

VATIO

NTW

IN TR

ANSI

T21

2 E.

LOCU

ST S

T, CE

NTRA

LIA, W

A 98

532

PERMIT SET

LAST

SAV

E: V

CE-7

, M1.0

-M1.1

.dwg -

Mar

ch 16

, 202

0 (4:4

5 PM)

PLOT

: Non

e, AR

CH_fu

ll_ble

ed_D

_(36

.00_x

_24.0

0_Inc

hes),

NCS

.ctb -

Mar

ch 16

, 202

0 (4:4

5 PM)

906 Columbia Street SW, Suite 400Olympia, Washington 98501360.352.8883

architects

VEACH12202 Pacific Ave., Suite B Tacoma, WA 98444

Ph: 253-274-5701 Proj# 1935

KEYED NOTES:

DRAWING NOTES:

M-101

FIRST FLOOR

HVAC PLAN

STAIRB

CORR.201

STORAGE203

ELEC102

CONF.202

STORAGEMEZZANINE

214 MEN205

WOMEN206

UTILITY204

OFFICE210

OFFICE211

OFFICE209

OFFICE207

OFFICE208

STAIRA

3 4

SECOND FLOOR MECHANICAL PLAN

N

O

R

T

H

1 2

A

C

B

3/16/2020

ORIGINAL SHEET SIZE = 24 x 36HALF SIZE REDUCTIONS = 11 x 17

SHEET NO.

DATE:

REVISIONS:

ADM

INIS

TRAT

ION

BUILD

ING

RENO

VATIO

NTW

IN TR

ANSI

T21

2 E.

LOCU

ST S

T, CE

NTRA

LIA, W

A 98

532

PERMIT SET

LAST

SAV

E: V

CE-7

, M1.0

-M1.1

.dwg -

Mar

ch 16

, 202

0 (4:4

5 PM)

PLOT

: Non

e, AR

CH_fu

ll_ble

ed_D

_(36

.00_x

_24.0

0_Inc

hes),

NCS

.ctb -

Mar

ch 16

, 202

0 (4:4

5 PM)

906 Columbia Street SW, Suite 400Olympia, Washington 98501360.352.8883

architects

VEACH12202 Pacific Ave., Suite B Tacoma, WA 98444

Ph: 253-274-5701 Proj# 1935

KEYED NOTES:

DRAWING NOTES:

M-102

SECOND FLOOR

HVAC PLAN

PLUMBING LEGENDENERGY CODE REQUIREMENTS

PLUMBING GENERAL NOTES

SHEET INDEX

3/16/2020

ORIGINAL SHEET SIZE = 24 x 36HALF SIZE REDUCTIONS = 11 x 17

SHEET NO.

DATE:

REVISIONS:

ADM

INIS

TRAT

ION

BUILD

ING

RENO

VATIO

NTW

IN TR

ANSI

T21

2 E.

LOCU

ST S

T, CE

NTRA

LIA, W

A 98

532

PERMIT SET

LAST

SAV

E: V

CE-7

, P0.1

-P0.2

.dwg -

Mar

ch 16

, 202

0 (4:0

1 PM)

PLOT

: Non

e, AR

CH_fu

ll_ble

ed_D

_(36

.00_x

_24.0

0_Inc

hes),

NCS

.ctb -

Mar

ch 16

, 202

0 (4:0

2 PM)

906 Columbia Street SW, Suite 400Olympia, Washington 98501360.352.8883

architects

VEACH12202 Pacific Ave., Suite B Tacoma, WA 98444

Ph: 253-274-5701 Proj# 1935

P-001

LEGEND & NOTES

PUMP SCHEDULE

PLUMBING FIXTURE SCHEDULE

WATER HEATER DETAIL

2

ICE MAKER CONNECTION DETAIL

3

PIPE HANGER SUPPORT

1

WATER HEATER SCHEDULE

PIPING INSULATION SCHEDULE

3/16/2020

ORIGINAL SHEET SIZE = 24 x 36HALF SIZE REDUCTIONS = 11 x 17

SHEET NO.

DATE:

REVISIONS:

ADM

INIS

TRAT

ION

BUILD

ING

RENO

VATIO

NTW

IN TR

ANSI

T21

2 E.

LOCU

ST S

T, CE

NTRA

LIA, W

A 98

532

PERMIT SET

LAST

SAV

E: V

CE-7

, P0.1

-P0.2

.dwg -

Mar

ch 16

, 202

0 (4:0

1 PM)

PLOT

: Non

e, AR

CH_fu

ll_ble

ed_D

_(36

.00_x

_24.0

0_Inc

hes),

NCS

.ctb -

Mar

ch 16

, 202

0 (4:0

2 PM)

906 Columbia Street SW, Suite 400Olympia, Washington 98501360.352.8883

architects

VEACH12202 Pacific Ave., Suite B Tacoma, WA 98444

Ph: 253-274-5701 Proj# 1935

P-002

SCHEDULES &

DETAILS

1 2 3

A

C

STAIRB

CORR.201

STORAGE203

ELEC102

CONF.202

STORAGEMEZZANINE

214 MEN205

WOMEN206

UTILITY204

OFFICE210

OFFICE211

OFFICE209

OFFICE207

OFFICE208

STAIRA

OFFICE104

CORR.106

OFFICE114

BREAK ROOM113

MEN110

WOMEN109

SHOP.120

OFFICE121

OFFICE122

ELEC102

VEST101

OFFICE105

SMALLCONF.

103

OFFICE107

CUST.108

STAIRA

STAIRB

4

B

1 2 3

A

C

4

B

FIRST FLOOR PLUMBING PLAN

N

O

R

T

H

SECOND FLOOR PLUMBING PLAN

N

O

R

T

H

3/16/2020

ORIGINAL SHEET SIZE = 24 x 36HALF SIZE REDUCTIONS = 11 x 17

SHEET NO.

DATE:

REVISIONS:

ADM

INIS

TRAT

ION

BUILD

ING

RENO

VATIO

NTW

IN TR

ANSI

T21

2 E.

LOCU

ST S

T, CE

NTRA

LIA, W

A 98

532

PERMIT SET

LAST

SAV

E: V

CE-7

, P1.0

-P1.1

-P1.2

.dwg -

Mar

ch 16

, 202

0 (4:0

1 PM)

PLOT

: Auto

CAD

PDF

(Gen

eral

Docu

menta

tion)

.pc3,

ARCH

full b

leed D

(24.0

0 x 36

.00 In

ches

), VC

E No

rmal.

ctb -

March

16, 2

020 (

4:03 P

M)

906 Columbia Street SW, Suite 400Olympia, Washington 98501360.352.8883

architects

VEACH12202 Pacific Ave., Suite B Tacoma, WA 98444

Ph: 253-274-5701 Proj# 1935

DRAWING NOTES:

P-100

PLUMBING PLANS

DEMOLITION NOTES:

CORR.106

113

MEN110

WOMEN109

OFFICE107

CUST.108

4

CORR.201

CONF.202 MEN

205

WOMEN206

UTILITY204

4

B

4

B B

ENLARGED FOUNDATION PLUMBING PLAN

N

O

R

T

H

ENLARGED FIRST FLOOR PLUMBING PLAN

N

O

R

T

H

ENLARGED SECOND FLOOR PLUMBING PLAN

N

O

R

T

H

OFFICE104

CORR.106

OFFICE114

BREAK ROOM113

MEN110

WOMEN109

SHOP.120

OFFICE121

OFFICE122

ELEC102

VEST101

OFFICE105

SMALLCONF.

103

OFFICE107

CUST.108

STAIRA

STAIRB

1 2 3

A

C

4

B

KEY PLAN

N

O

R

T

H

CORR.106

113

MEN110

WOMEN109

OFFICE107

CUST.108

3/16/2020

ORIGINAL SHEET SIZE = 24 x 36HALF SIZE REDUCTIONS = 11 x 17

SHEET NO.

DATE:

REVISIONS:

ADM

INIS

TRAT

ION

BUILD

ING

RENO

VATIO

NTW

IN TR

ANSI

T21

2 E.

LOCU

ST S

T, CE

NTRA

LIA, W

A 98

532

PERMIT SET

LAST

SAV

E: V

CE-7

, P1.0

-P1.1

-P1.2

.dwg -

Mar

ch 16

, 202

0 (4:0

1 PM)

PLOT

: Auto

CAD

PDF

(Gen

eral

Docu

menta

tion)

.pc3,

ARCH

full b

leed D

(24.0

0 x 36

.00 In

ches

), VC

E No

rmal.

ctb -

March

16, 2

020 (

4:03 P

M)

906 Columbia Street SW, Suite 400Olympia, Washington 98501360.352.8883

architects

VEACH12202 Pacific Ave., Suite B Tacoma, WA 98444

Ph: 253-274-5701 Proj# 1935

DRAWING NOTES:

KEYED NOTES:

P-101

ENLARGED

PLUMBING PLANS

2ND FLOOR

1ST FLOOR

WASTE AND VENT RISER DIAGRAM

HOT & COLD WATER RISER DIAGRAM

ROOF

3/16/2020

ORIGINAL SHEET SIZE = 24 x 36HALF SIZE REDUCTIONS = 11 x 17

SHEET NO.

DATE:

REVISIONS:

ADM

INIS

TRAT

ION

BUILD

ING

RENO

VATIO

NTW

IN TR

ANSI

T21

2 E.

LOCU

ST S

T, CE

NTRA

LIA, W

A 98

532

PERMIT SET

LAST

SAV

E: V

CE-7

, P2.0

.dwg -

Mar

ch 16

, 202

0 (4:0

2 PM)

PLOT

: Non

e, AR

CH_fu

ll_ble

ed_D

_(36

.00_x

_24.0

0_Inc

hes),

NCS

.ctb -

Mar

ch 16

, 202

0 (4:0

3 PM)

906 Columbia Street SW, Suite 400Olympia, Washington 98501360.352.8883

architects

VEACH12202 Pacific Ave., Suite B Tacoma, WA 98444

Ph: 253-274-5701 Proj# 1935

P-200

RISER DIAGRAMS