Conformed_Set.pdf

A-251

BUILDING SECTION DESIGNATION

SHEET NUMBER WHERE SECTION APPEARS

WALL SECTION DESIGNATION

SHEET NUMBER WHERE SECTION APPEARS

SHEET NUMBER WHERE DETAIL APPEARS

DETAIL NUMBER

INTERIOR ELEVATION NUMBER(S) DESIGNATION

DIRECTION IN ROOM (FILLED ARROW)

SHEET NUMBER WHERE ELEVATION(S) APPEARS

4 2

EXTERIOR ELEVATION DESIGNATION

SHEET NUMBER WHERE ELEVATION APPEARS

LEWIS COUNTY FACILITIES DEPARTMENT

PROJECT LOCATION

AUTHORITY HAVING JURISDICTION

351 NW NORTH STREET

CHEHALIS, WA 98532

DOUG CAREY

CONTACT EMAIL: DOUG.CAREY@LEWISCOUNTY

WA.GOV

PHONE #: (360) 740-1337

COUNTY SITE PARKING

CHEHALIS, WA 98532

DOUG CAREY

CONTACT EMAIL: DOUG.CAREY@LEWISCOUNTY

WA.GOV

PHONE #: (360) 740-1337

CITY OF CHEHALIS BUILDING & PLANNING

DEPARTMENT

1321 S MARKET BLVD

CHEHALIS, WA 98532

CONTACT PERSON: CHELBI BROWNE

CONTACT EMAIL: CBROWNE@CI.CHEHALIS.WA.US

PHONE# (360) 748-0271

ARCHITECT

KMB ARCHITECTS

906 COLUMBIA STREET SW, SUITE 400

OLYMPIA, WASHINGTON 98501

JAMES HILL, RA- PRINCIPAL

360.352.8883

CIVIL

ELECTRICAL

RB ENGINEER

91 SW 13TH STREET

CHEHALIS, WA 98532

CONTACT: ROBERT BALMELLI, PE

EMAIL: ROBERT@RBENGINEERS.COM

PHONE #: (360) 740-8919

HARGIS

1201 THIRD AVENUE, STE 600

SEATTLE, WA 98101

CONTACT: ERIK STEARNS

EMAIL: ERIK.STEARNS@HARGIS.BIZ

PHONE #: (206) 448-3376

LOCATION OF PROJECT

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN

ACCORDANCE WITH ALL SAFETY CODES AND REQUIREMENTS.

2. KEEP ALL AREAS UNDER CONSTRUCTION CLEAN OF DEBRIS CAUSED BY THIS

SCOPE OF WORK. STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN

DESIGNATED AREAS.

3. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING THE SITE CONDITIONS AND

THE PLANS AND TO NOTIFY THE OWNER'S REP / ARCHITECT OF ANY ERRORS OR

OMISSIONS PRIOR TO THE START OF CONSTRUCTION.

4. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT FOR CLARIFICATION WHERE

NECESSARY.

5. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY LOCAL AND STATE

GOVERNING AUTHORITIES.

6. ALL WORK SHALL MEET THE STANDARDS AND SPECIFICATIONS OF THE LOCAL AND

STATE GOVERNING AUTHORITIES. REFERENCE CODES, STANDARDS AND

AMENDMENTS SHALL BE THE EDITION MOST RECENTLY ADOPTED OR IN USE IN THE

JURISDICTION.

7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL COORDINATE

INSTALLATION OF ALL MATERIAL AND/OR EQUIPMENT WHOSE DIMENSIONS ARE

FIXED.

8. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES REQUIRED TO

PERFORM THE WORK. WHERE INSTALLATION AND/OR CONNECTION OF EQUIPMENT

IS NOT SPECIFIED AND WHERE SUCH CONNECTION AND/OR INSTALLATION IS

REQUIRED FOR A COMPLETE AND OPERABLE FACILITY, THE CONTRACTOR SHALL

BE HELD RESPONSIBLE FOR SUCH INSTALLATION AND/OR CONNECTION.

9. CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF

UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH

THE EXECUTION OF THIS WORK.

10. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION

SHALL BE COMMENCED UNTIL THE SUBMISSION HAS BEEN APPROVED BY THE

ARCHITECT. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH

APPROVED SHOP DRAWINGS AND SAMPLE.

11. ALL SUBCONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF

DRAWINGS AND BRINGING ANY DISCREPANCIES TO CONTRACTOR'S AND

ARCHITECT'S NOTICE DURING BIDDING.

THIS PROJECT INCORPORATES SITE IMPROVEMENTS TO THE

RAINIER BLOCK BUILDINGS ADJACENT SITE AND DEVELOPMENT OF

IMPROVEMENTS TO SIDEWALKS, SITE PARKING AND LANDSCAPING.

906 Columbia Street SW, Suite 400

Olympia, Washington 98501

360.352.8883 architects

KMB Project #

SHEET NO.

REVISIONS:

DATE:

ORIGINAL SHEET SIZE = 24 x 36

HALF SIZE REDUCTIONS = 11 x 17

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STATE OF WASHINGTON

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CONFORMED SET

GI001

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J2037C

LEWIS COUNTY RAINIER TI IMPROVEMENTS

LEWIS COUNTY FACILITIES DEPARTMENT

351 NW NORTH STREET, CHEHALIS, WA 98532

J2037C

SCALE: N. T. S.

AREA MAP

SCALE: 1" = 400'-0"

VICINITY MAP

SHEET INDEXDESIGN TEAM - SHEET

DRAWING SYMBOLS

PROJECT INFORMATION

LOCATION OF PROJECT

PROJECT DESCRIPTION GENERAL NOTES

GENERAL

GI001 COVER SHEET

GI002 COVER SHEET

GI201 GENERAL CODE INFORMATION

GI301 AIR BARRIER

MECHANICAL

M-001 MECHANICAL LEGEND & NOTES

M-002 MECHANICAL SCHEDULES

M-003 MECHANICAL SCHEDULES

M-101 FLOOR PLAN BLDG 1- DEMOLITION

M-201 FOUNDATION PLAN BLDG 1- PLUMBING

M-301 FLOOR PLAN BLDG 1 - PLUMBING

M-302 PLUMBING DETAILS

M-401 FLOOR PLAN BLDG 1 - HVAC

M-402 HVAC DETAILS

M-403 HVAC DETAILS

M-404 HVAC DETAILS

ARCHITECTURAL

A-101 REFERENCE FLOOR PLAN

A-121 ENLARGED FLOOR PLAN - BLDG 1

A-121D DIMENSION PLAN - BLDG 1

A-122 ENLARGED FLOOR PLAN - BLDG 2

A-122D DIMENSION PLAN - BLDG 2

A-151 LEVEL 1- REFERENCE REFLECTED CEILING PLAN

A-152 LEVEL 1 - ENLARGED REFLECTED CEILING PLAN - BLDG 1

A-153 LEVEL 1 - ENLARGED REFLECTED CEILING PLAN - BLDG 2

A-161 REFERENCE ROOF PLAN

A-162 ENLARGED ROOF PLAN - BLDG 1

A-163 ENLARGED ROOF PLAN - BLDG 2

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-250 ENLARGED FLOOR PLANS & INTERIOR ELEVATIONS

A-251 ENLARGED FLOOR PLANS & INTERIOR ELEVATIONS

A-252 ENLARGED FLOOR PLANS & INTERIOR ELEVATIONS

A-254 ENLARGED FLOOR PLANS & INTERIOR ELEVATIONS

A-255 ENLARGED FLOOR PLANS & INTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS

A-311 WALL SECTIONS

A-501 EXTERIOR WALL TYPES

A-502 INTERIOR WALL TYPES

A-511 FOUNDATION DETAILS

A-521 EXTERIOR DETAILS

A-522 EXTERIOR DETAILS

A-541 DOOR & WINDOW DETAILS

A-542 DOOR & WINDOW DETAILS

A-550 STOREFRONT DETAILS

A-551 STOREFRONT DETAILS

A-552 STOREFRONT DETAILS

A-553 STOREFRONT DETAILS

A-561 CEILING DETAILS

A-571 ROOF DETAILS

A-572 ROOF DETAILS

A-573 ROOF DETAILS

A-574 ROOF DETAILS

A-575 ROOF DETAILS

A-576 ROOF DETAILS

A-577 ROOF DETAILS

A-581 FRONT RECEPTION DESK & CASEWORK DETAILS

A-582 FRONT RECEPTION DESK & CASEWORK DETAILS

A-583 CASEWORK DETAILS

A-584 CASEWORK DETAILS

A-585 INTERIOR DETAILS

A-601 DOOR SCHEDULE

A-611 EXTERIOR OPENINGS- STOREFRONTS

A-612 EXTERIOR OPENINGS - STOREFRONTS

A-621 FINISH PLAN AND SCHEDULE

ELECTRICAL

E0.01 ELECTRICAL LEGEND AND DRAWING INDEX

E0.02 ELECTRICAL NOTES AND ABBREVIATIONS

E0.03 TELECOM AND LOW VOLTAGE SCHEDULES

E0.04 ELECTRICAL SCHEDULES

E0.05 ELECTRICAL SCHEDULES

E0.06 ELECTRICAL SCHEDULES

ED1.01 ELECTRICAL DEMOLITION SITE PLAN

ED3.01 POWER DEMOLITION FLOOR PLAN - BLDG 1

ED6.01 TELECOM DEMOLITION FLOOR PLAN - BLDG 1

ED7.01 ELECTRICAL DEMOLITION ELEVATIONS

ED9.01 ELECTRICAL ONE-LINE DIAGRAM - DEMOLITION

E1.01 ELECTRICAL SITE PLAN

E1.01a SITE PLAN - LIGHTING CONTROL ZONE PLAN

E2.00 LIGHTING CONTROL ZONE NETWORK MAP FLOOR PLAN

E2.01a LIGHTING CONTROL ZONE FLOOR PLAN - BLDG 1

E2.02 LIGHTING FLOOR PLAN - BLDG 2

E3.01 POWER FLOOR PLAN - BLDG 1

E3.02 POWER FLOOR PLAN - BLDG 2

E4.01 MECHANICAL POWER FLOOR PLAN - BLDG 1

E5.01 FIRE ALARM FLOOR PLAN - BLDG 1

E6.01 TELECOM FLOOR PLAN - BLDG 1

E6.02 TELECOM FLOOR PLAN - BLDG 2

E7.01 ELECTRICAL ENLARGED PLANS AND DETAILS

E7.02 ELECTRICAL DETAILS

E7.03 ELECTRICAL DETAILS

E7.04 ELECTRICAL DETAILS

E8.01 ENLARGED TELECOM DETAILS

E8.02 TELECOM DETAILS

E8.03 TELECOM DETAILS

E8.04 TELECOM DETAILS

E8.05 TELECOM DETAILS

E8.06 TELECOM DETAILS

E9.01 ELECTRICAL ONE-LINE DIAGRAM

E10.01 PANEL SCHEDULES

E10.02 PANEL SCHEDULES

906 Columbia Street SW, Suite 400

Olympia, Washington 98501

360.352.8883 architects

KMB Project #

SHEET NO.

REVISIONS:

DATE:

ORIGINAL SHEET SIZE = 24 x 36

HALF SIZE REDUCTIONS = 11 x 17

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ARCHITECT

STATE OF WASHINGTON

REGISTERED

/1

/2

:5

9:

P M

01-13-2023

CONFORMED SET

GI002

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J2037C

LEWIS COUNTY RAINIER TI IMPROVEMENTS

LEWIS COUNTY FACILITIES DEPARTMENT

351 NW NORTH STREET, CHEHALIS, WA 98532

J2037C

DRAWING ABBREVIATIONS

& AND

∠ ANGLE

@ AT

Ø DIAMETER

' FOOT (FEET)

" INCH

d PENNY (NAILS)

# POUNDS

⅊ PLATE or PROPERTY LINE

AB ANCHOR BOLT

ABV ABOVE

ACT ACOUSTIC CEILING TILE

AC ARCHITECTURAL CONCRETE

A/C ASPHALTIC CONCRETE

ACM ALUMINUM COMPOSITE METAL (PANELS)

AD AREA DRAIN

ADD ADDENDUM

ADJ ADJUSTABLE

AF ACCESS FLOOR

AFF ABOVE FINISH FLOOR

AFP ACOUSTICAL FIBERGLASS PANEL

AFG ABOVE FINISH GRADE

AGG AGGREGATE

AHU AIR HANDLING UNIT

ALT ALTERNATE

AMT AMOUNT

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

ASSY ASSEMBLY

AUTO AUTOMATIC

BC BOTTOM OF CURB

BD BOARD

BFF BELOW FINISH FLOOR

INT INTERIOR

INV INVERT

JB JUNCTION BOX

JST JOIST

JT JOINT

L LENGTH

LAM LAMINATE

LAV LAVATORY

LB POUND OR LAG BOLT

LF LINEAR FOOT OR FEET

LH LEFT HAND

LIN LINOLEUM

LIN LINOLEUM

LL LIVE LOAD

LT LIGHT

LVR LOUVER

LYRS LAYERS

M METRIC/METER

MACH MACHINE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MI MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MRG MOISTURE RESISTANT GYPSUM BOARD

MTD MOUNTED

UNFIN UNFINISHED

UON UNLESS OTHERWISE NOTED

V VOLTAGE

V VALVE

VB VAPOR BARRIER

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VNR VENEER

VTR VENT TO ROOF

W WEST

W/ WITH

WD WOOD

WDN WINDOW

WLD WELD(ED)

WOM WALK OFF MAT

W/O WITHOUT

WP WATERPROOFING

WSCT WAINSCOT

WT WEIGHT

WTR WATER

XFRMR TRANSFORMER

YD YARD

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM OR BENCH MARK

BO BOTTOM OF

BOD BOTTOM OF DEK

BOR BOTTOM OF REVEAL

BOT BOTTOM

BRG BEARING

BR BRICK

BV BRICK VANEER

CAB CABINETRY

CB CATCH BASIN

CEM CEMENT

CG CORNER GUARD

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CORR CORRIDOR

COV PL COVER PLATE

CPT CARPET

CT CERAMIC TILE

CTR CENTER

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DN DOWN

DR DOOR

DRN DRAIN

DS DOWNSPOUT

DT DOUBLE TREE

DWG DRAWING

E EAST

(E) EXISTING

EB EXPANSION BOLT

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

EP EPOXY PAINT

ENAM ENAMEL

EQ EQUAL

EQUIP EQUIPMENT

EXH EXHAUST

EXT EXTERIOR

FA FIRE ALARM

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FIN FINISH

FLR FLOOR

FLUOR FLUORESCENT

FO FACE OF

FOF FACE OF FINISH

FOH FRONT OF HOUSE

FOC FACE OF CONCRETE

FOM FACE OF MASONARY

FOS FACE OF STUDS

FPRF FIREPROOFING

FR FIRE RESITIVE

FT FEET or FOOT

FTG FOOTING

FV FEILD VERIFY

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GL GLASS

GLB GLULAM BEAM

GRD GRADE

GND GROUND

GWB GYPSUM WALL BOARD

HB HOSE BIB

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HR HOUR

HSTL HOLLOW STEEL

HT HEIGHT

HTG HEATING

HTR HEATER

HV HOSE VALVE

HVAC HEATING, VENTILATING & AIR CONDITIONING

ID INSIDE DIAMETER / DIMENSION

IN INCH

INCL INCLUDED

INFO INFORMATION

INSUL INSULATION

MTL METAL

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NS NON-SHRINK

NTS NOT TO SCALE

OA OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER / DIMENSION

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OFOI OWNER FURNISHED, OWNER INSTALLED

OPNG OPENING

OPP OPPOSITE

OPT OPTIONAL

ORIG ORIGINAL

OVHD OVERHEAD

OV OVERFLOW DRAIN

PAV PAVERS

PC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PERF PERFORATED

P/L PROPERTY LINE

PL PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLUMB PLUMBING

PLF POUNDS PER LINEAL FOOT

PLYWD PLYWOOD

PNL PANEL

PRELIM PRELIMINARY

PSI POUNDS PER SQUARE INCH

P PAINT

PT PRESSURE TREATED

PTD PAINTED

QT QUARRY TILE

QTR QUARTER

R RISER

R- THERMAL RESISTANCE

RA RETURN AIR

RAD RADIUS

RB RUBBER BASE

RD ROOF DRAIN

REC RECESSED

RE: REFERENCE

REF REFRIGERATOR

REINF REINFORCE(D)(MENT)(ING)

REQD REQUIRED

REV REVISION

RF RESILIENT FLOORING

RFL REFLECTED

RM ROOM

RND ROUND

RO ROUGH OPENING

RQMT REQUIREMENT(S)

RV ROOF VENT

R/W RIGHT OF WAY

RWF RESILIENT WOOD FLOOR

S SOUTH

SC SOLID CORE

SCHED SCHEDULE

SECT SECTION

SF SQUARE FOOT

SHTHG SHEATHING

SHT SHEET

SIM SIMILAR

SJ SEISMIC JOINT

SLR SEALER

SOG SLAB ON GRADE

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

ST STREET

STN STAIN(ED)

STAG STAGGERED

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SURF SURFACE

SUSP SUSPENDED

SWS SEE WALL SECTIONS

SYM SYMMETRICAL

SYS SYSTEM

T TILE

THR THREAD

TEMP TEMPORARY

TEMP GL TEMPERED GLASS

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

THK THICK

THRSH THRESHOLD

THRU THROUGH

T/M TO MATCH

T/M TO MATCH

TO TOP OF

TOC TOP OF CONCRETE OR CURB

TOS TOP OF STEEL

TOT TOTAL

TYP TYPICAL

Project Name: Lewis County Community Development Tenant Improvement

Address: 351 NW NORTH STREET, CHEHALIS, WA 98532

Jurisdiction: City of Chehalis Department of Building and Planning

Codes Referenced:

International Building Code (IBC): 2015 Edition International Mechanical Code (IMC): 2015 Edition Uniform Plumbing Code (UPC): 2015 Edition International Fire Code (UFC): 2015 Edition National Electric Code (NFPA 70) 2017 Edition; RCW 19.28 Accessible & Usable Buildings &

Facilities (ICC/ANSI A117.1) 2009 Edition Washington State Building Code (IBC): WAC 51-50 Washington State Mechanical Code (IMC): WAC 51-52 Washington State Fire Code (IFC): WAC 51-54A Washington State Energy Code (WSEC): WAC 51-11C Washington State Department of Health WAC 246-322

All Amendments, Supplements, Modifications, Exclusions, Exceptions, And Additions To The Codes Listed Above As Adopted By The Washington State Building Code Council RCW 19.27 And WAC Title 51.

Local Amendments To The Above Listed Codes And Local Ordinances As Adopted By The Authority Having Jurisdiction: City of Chehalis.

City of Chehalis Design Requirements

1. Design Wind Speed: 85 mph basic (Vasd) + 110 mph (Vult).

2. Wind Exposure: “B”

3. Seismic Design Category: D1

4. Ground and Roof Snow Load: 25 psf

Deferred Submittals:

Type I Hood Shop Drawings Type II Hood Shop Drawings

Fire Sprinklers:

Building 1: None Required / None Provided Building 2: None Required / None Provided

Occupancies (Chapters 3 and 4):

Building 1 - B (Business) Occupancy Building 2 - B (Business) Occupancy (NO WORK ON INTERIOR)

Occupancy Separation Requirements (Chapter 3 and Section 508):

Building 1: None Building 2: None (NO WORK ON INTERIOR)

Special Occupancy Requirements (Chapter 4):

N/A

Types Of Construction (Chapters 5 and 6):

Building 1: III-B Building 2: IV (NO WORK ON INTERIOR)

Incidental Uses (Chapter 5 and Section 509):

Building 1: N/A Building 2: N/A (NO WORK ON INTERIOR)

Fire Walls / Separate Code Buildings / Area Separations For Allowable Area (Chapters 5 and 7):

Number of Stories Allowed (Chapter 5 and Table 504.4):

For _B Occupancy in Const’n Type _III-B (NS) = _3_; Actual = _1_(Existing)

For B Occupancy in Const’n Type _IV (NS) = _5_; Actual = _1_(Existing)

Building Height (Chapter 5, Table 504.3):

For B Occupancy in Const’n Type _III-B_(NS) = 55 feet; Actual = 19 feet

For B Occupancy in Const’n Type _IV_(NS) = 65 feet; Actual = 26 feet (Existing)

Actual Area: Building 1: 11,391 SF (IBC Floor Area - Not including exterior wall thickness) 11,840 SF (Including Exterior Wall Thickness)

Building 2: 4,742 SF (IBC Floor Area - Not including exterior wall thickness) 5,029 SF (Including Exterior Wall Thickness)

(EXISTING AREA, NO INTERIOR WORK)

Allowable Area: Building 1 Single Occupancy Allowable Area:

For B Occupancy in Construction Type _III-B (NS): 19,000 SF

Building 2: (NO INTERIOR WORK) For B Occupancy in Construction Type _IV (NS): 36,000 SF (EXISTING AREA, NO INTERIOR WORK)

Actual Area of Building 1 = 11,840 SF, therefore OK.

Actual Area of Building 2 = 5,029, (EXISTING AREA, NO INTERIOR WORK)

Fire Resistive Requirements (Chapters 6 and 7, Table 601):

Rating (hours):

Building Element Bldg 1 Bldg. 2 Structural Frame (Table 601): 1 X Floors & Floor Ceilings (Table 601): X X Roofs & Roof Ceilings (Table 601): X X Exterior Bearing Walls (Table 601): 1 X Interior Bearing Walls (Table 601): N/A N/A Exterior Non-Bearing Walls (Table 602): 0 0 Interior Non-Bearing Walls (Table 601): 0 0 Shafts (Section 713): N/A N/A Exit Access Stairways and Ramps (Section 1019): N/A N/A Corridors (Section 1020): N/A N/A Fire Walls (Section 706): N/A N/A Fire Barriers (Section 707): N/A N/A Fire Partitions (Section 708): N/A N/A Smoke Barriers (Section 709): N/A N/A Horizontal Assemblies (Section 711): N/A N/A Vertical Openings (Section 712): Sealed with an approved material Shaft Enclosures (Section 713): N/A N/A

Exit Requirements:

Code Occupant Load Calculation For Exiting Design (1004):

Maximum Floor Area Allowance Per Occupant: 100 (B Business Area Function @ 1/100) Total Design Occupant Load: 160 (Maximum Occupant Load)

Maximum Exit Travel Distance ( 123'

Exit Passageways (Section 1023): None

Horizontal Exits (Section 1025): None

172 SF

312 SF

192 SF255 SF

96 SFTOILET

96 SF

96 SF

TOILET

TOILET

TOILET

68 SF

76 SF

734 SF

107 SF

597 SF

200 SF

832 SF

CONFERENCE ROOM

NOXIOUS WEEDS OFFICE

OFFICEHALL

OPEN OFFICE

TLTHALL

VEST.

TENANT

IMPROVEMENT

UNDER

SEPARATE

PERMIT

FACADE

UPGRADES

ONLY THIS

BUILDING

100 3

DIRECTOR'S

OFFICE

OFFICE

MANAGER

100 3

CONFERENCE

15 22 100 2

PLAN

REVIEW

15 40

LOBBY/

WAITING

15 37

CONFERENCE

ROOM

EXECUTIVE

OFFICE

100 2

RESTROOM

101-A

OPEN

WORKSPACE

100 40

BREAKROOM

15 17

SUPPLIES100 3

300 1

WORKROOM

MUD

ROOM

STORAGE

100 3

100 1

LACTATION

300 1

CUSTODIAN

100 2

OFFICE

100 2

OFFICE

100 2

OFFICE

FEC

FEC

FEC

FEC

FEC

17 OCCUPANTS

WIDTH REQUIRED = 4.25"

WIDTH PROVIDED = 32"

25 OCCUPANTS

WIDTH REQUIRED = 6.25"

WIDTH PROVIDED = 32"

63 OCCUPANTS

WIDTH REQUIRED = 15.75"

WIDTH PROVIDED = 64"

63 OCCUPANTS

WIDTH REQUIRED = 15.75"

WIDTH PROVIDED = 64"

126 OCCUPANTS

WIDTH REQUIRED = 31"

WIDTH PROVIDED = 64"

25 OCCUPANTS

WIDTH REQUIRED = 6.25"

WIDTH PROVIDED = 32"

4 OCCUPANTS

WIDTH REQUIRED = .8"

WIDTH PROVIDED = 32"

18 OCCUPANTS

WIDTH REQUIRED = 4.5"

WIDTH PROVIDED = 64"

TOILET

FEC

FEC

50 4

300 1

ELEC/MECH.

1 OCCUPANTS

WIDTH REQUIRED = .2"

WIDTH PROVIDED = 32"

OFFICE

MICRO

ROOM

PREP

ROOM

100 2

6 OCCUPANTS

WIDTH REQUIRED = 1.5"

WIDTH PROVIDED = 32"

300 1

100 1

602 SF

123' EXIT T.D.

E X

IT

T

.D

71' EXIT T.D.

0'

E X

IT

T

.D

111133

76' EXIT T.D.

E X

IT

T

.D

73' EXIT T.D.

E X

IT

T

.D

78' EXIT T.D.

3'

E X

IT

T

.D

76' EXIT T.D.

TO OPEN'G

6'-11"

T O

O P

E N

IN

G

'-7

DENOTES MAXIMUM TRAVEL DISTANCE

EXIT

XXX

XXX XXX

SQUARE FOOTAGE

OCCUPANT FACTOR / OCCUPANT LOAD

1 - HOUR FIRE WALL (EXISTING)

UL U906 (2-hr Rated)

MTD: 123 LF

FEC: RECESSED FIRE EXTINGUISHER

CABINET

FE: WALL MOUNTED FIRE

EXTINGUISHER

CLASS A TYPE FE UNLESS NOTED

OTHERWISE

CODE REQUIRED SIGNAGE, AS

NOTED ON PLAN

1 - HOUR FIRE RATED STEEL COLUMN

(EXISTING) UL 263, NFPA 251, ASTM

E-119-106 (1-hr Rated)- APPLY

INTUMESCENT PAINT PER MANUF.

RECOMMENDATIONS

1 - HOUR FIRE RATED WOOD COLUMN

(EXISTING) UL X528 (1-hr Rated)- 1 1/2"

STEEL STUDS AROUND EXISTING

WOOD COLUMN WITH (2) LAYERS 5/8"

TYPE 'X' GWB

906 Columbia Street SW, Suite 400

Olympia, Washington 98501

360.352.8883 architects

KMB Project #

SHEET NO.

REVISIONS:

DATE:

ORIGINAL SHEET SIZE = 24 x 36

HALF SIZE REDUCTIONS = 11 x 17

P

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ARCHITECT

STATE OF WASHINGTON

REGISTERED

JAMES HILL

10347

/1

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01-13-2023

CONFORMED SET

GI201

GENERAL CODE

INFORMATION

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3/32" = 1'-0"1

LEVEL ONE- CODE & EXITING PLAN

CODE FLOOR PLAN LEGEND

FD

Range

FD

FD

FD

FD

FD

FD

FD

FD

FD

1. SEAL ALL HOLES AND GAPS IN AIR BARRIER SYSTEM TO PROVIDE AN AIRTIGHT

INSTALLATION.

2. THE CONCRETE SLAB, SLAB ON GRADE IS ASSUMED TO PROVIDE ADEQUATE AIR

BARRIER PERFORMANCE. (SEAL ALL PENETRATIONS)

3. REFER TO DOOR, WINDOW AND LOUVER DETAILS FOR ADDITIONAL AIR BARRIER

SYSTEM AND WEATHER RESISTANT BARRIER DETAILS.

4. ENSURE THAT ALL AIR BARRIER SYSTEMS ARE SEALED TIGHT TO EACH OTHER AT

ALL TRANSITIONS, FENESTRATION OPENINGS AND JOINTS.

INSULATION VALUES:

THE FOLLOWING MINIMUM INSULATION VALUES SHALL BE:

1. EXTERIOR WALLS: R-21 @ 6" STEEL STUD WALLS

R-25 @ 8" STEEL STUD WALLS

R-10 CONTINOUS INSULATION @ EXTERIOR

2. EXTERIOR FURRING WALL: 2" RIGID INSULATION (R-10 MIN. AGAINST EXISTING

MASONRY WALL)

R-13 @ 3 1/2" STEEL STUD WALLS

3. EXISTING ROOF: R-49 @ RIGID INSULATION (ALL SEAMS TAPED) -

BELOW EXISTING ROOF DECK

4. NEW ROOF: R-38 @ CONT. RIGID INSULATION ABOVE DECK

5. SLAB PERIMETER: R-10 @ HEATED SLABS & FOR 24 INCHES BEYOND

EXTENTS OF CONTINUOUS AIR BARRIER SYSTEM

BUILDING 1

TOTAL VERTICAL FENESTRATION 1,330 SF

GROSS EXTERIOR WALL AREA (ABOVE GRADE) 5,914 SF

PERCENT VERTICAL FENESTRATION 23%

BUILDING 2

TOTAL VERTICAL FENESTRATION 1,650 SF

GROSS EXTERIOR WALL AREA (ABOVE GRADE) 6,412 SF

PERCENT VERTICAL FENESTRATION 26%

STOREFRONT

451UT CENTER GLAZED 4 1/2" X 2" FRAME

LOW E AND ARGON FILLED - SOLARBAN 60

GLASS U FACTOR = .24 OVERALL U FACTOR = .33

GLASS SHGC - .40 OVERALL SHGC = .36

GLASS VT = .72 OVERALL VT = .63

STOREFRONT DOORS W/ SOLARBAN 60

500T WIDE STILE (BETTER FOR ELECTRONIC HARDWARE)

500T WIDE STILE - LOW EWITH ARGON

GLASS U FACTOR= .24 OVERALL U FACTOR = .53

GLASS SHGC = .40 OVERALL SHGC = .21

GLASS VT = .72 OVERAL VT = .27

VT = VISUAL TRANSMITTANCE

UT = ULTRATHERMAL

C402.5.1.1 AIR BARRIER CONSTRUCTION. THE CONTINUOUS AIR BARRIER SHALL BE

CONSTRUCTED TO COMPLY WITH THE FOLLOWING:

1. THE AIR BARRIER SHALL BE CONTINUOUS FOR ALL ASSEMBLIES THAT ARE THE

THERMAL ENVELOPE OF THE BUILDING AND ACROSS THE JOINTS AND

ASSEMBLIES.

2. AIR BARRIER JOINTS AND SEAMS SHALL BE SEALED, INCLUDING SEALING

TRANSITIONS IN PLACES AND CHANGES IN MATERIALS. THE JOINTS AND SEALS

SHALL BE SECURELY INSTALLED IN OR ON THE JOINT FOR ITS ENTIRE LENGTH

SO AS NOT TO DISLODGE, LOOSEN OR OTHERWISE IMPAIR ITS ABILITY TO RESIST

POSITIVE AND NEGATIVE PRESSURE FROM WIND, STACK EFFECT AND

MECHANICAL VENTILATION.

3. PENETRATIONS OF THE AIR BARRIER SHALL BE CAULKED, GASKETED OR

OTHERWISE SEALED IN A MANNER COMPATIBLE WITH THE CONSTRUCTION

MATERIALS AND LOCATION. JOINTS AND SEALS ASSOCIATED WITH

PENETRATIONS SHALL BE SEALED IN THE SAME MANNER OR TAPED OR COVERED

WITH MOISTURE VAPOR-PERMEABLE WRAPPING MATERIAL. SEALING MATERIALS

SHALL BE APPROPRIATE TO THE CONSTRUCTION MATERIALS BEING SEALED AND

SHALL BE SECURELY INSTALLED AROUND THE PENETRATIONS SO AS NOT TO

DISLODGE, LOOSEN OR OTHERWISE IMPAIR THE PENETRATIONS’ ABILITY TO

RESIST POSITIVE AND NEGATIVE PRESSURE FROM WIND, STACK EFFECT, AND

MECHANICAL VENTILATION. SEALING OF CONCEALED FIRE SPRINKLERS, WHERE

REQUIRED, SHALL BE IN A MANNER THAT IS RECOMMENDED BY THE

MANUFACTURER. CAULKING OR OTHER ADHESIVE SEALANTS SHALL NOT BE USED

TO FILL VOIDS BETWEEN FIRE SPRINKLER COVER PLATES AND WALLS OR

CEILINGS.

4. RECESSED LIGHTING FIXTURES SHALL COMPLY WITH SECTION C402.5.8. WHERE

SIMILAR OBJECTS ARE INSTALLED WHICH PENETRATE THE AIR BARRIER,

PROVISIONS SHALL BE MADE TO MAINTAIN THE INTEGRITY OF THE AIR BARRIER.

5. CONSTRUCTION DOCUMENTS SHALL CONTAIN A DIAGRAM SHOWING THE

BUILDING’S PRESSURE BOUNDARY IN PLAN(S) AND SECTION(S) AND A

CALCULATION OF THE AREA OF THE PRESSURE BOUNDARY TO BE CONSIDERED

IN THE TEST.

LEV. 1-BLDG 1

0' - 0"

22 SF

22 SF

22 SF

22 SF

35 SF

30 SF

34 SF

187 SF

184 SF

74 SF

58 SF

140 SF

60 SF

140 SF

60 SF

152 SF

60 SF

141 SF

77 SF

217 SF

BLDG 1:

GROSS SF = 1,634 SF

FENESTRATIONS= 632 SF

PERCENTAGE= 38%

BLDG 2:

GROSS SF = 2,561 SF

FENESTRATIONS= 1,105 SF

PERCENTAGE= 43%

LEV. 1-BLDG 5

12' - 0 15/32"

120 SF

52 SF

46 SF31 SF38 SF

34 SF97 SF

11 SF

BLDG 1:

GROSS SF= 1,805 SF

FENESTRATION = 429 SF

PERCENTAGE= 23%

BLDG 2:

GROSS SF = 525 SF

PERCENTAGE= 0%

LEV. 1-BLDG 1

0' - 0"

42 SF

30 SF

10 SF 10 SF

42 SF

94 SF

42 SF 42 SF

39 SF

42 SF 13 SF

45 SF

31 SF

19 SF

BLDG 2:

GROSS SF= 2,048 SF

FENESTRATION = 471 SF

PERCENTAGE= 22%

BLDG 1:

GROSS SF= 1,466 SF

FENESTRATION = 204 SF

PERCENTAGE= 13%

33 SF

31 SF

20 SF

31 SF

19 SF

LEV. 1-BLDG 5

12' - 0 15/32"

LEV. 1-BLDG 1

0' - 0"

BLDG 1:

GROSS SF= 1,009 SF

FENESTRATIONS= 65 SF

PERCENTAGE= 10%

BLDG 2:

GROSS SF= 1,278 SF

FENESTRATIONS= 74 SF

PERCENTAGE= 5%

52 SF

22 SF

47 SF

13 SF 13 SF

LEV. 1-BLDG 5

12' - 0 15/32"

906 Columbia Street SW, Suite 400

Olympia, Washington 98501

360.352.8883 architects

KMB Project #

SHEET NO.

REVISIONS:

DATE:

ORIGINAL SHEET SIZE = 24 x 36

HALF SIZE REDUCTIONS = 11 x 17

P

LO

T D

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ARCHITECT

STATE OF WASHINGTON

REGISTERED

JAMES HILL

10347

/1

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:5

9:

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01-13-2023

CONFORMED SET

GI301

AIR BARRIER

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AIR BARRIER FLOOR PLAN NOTES

AIR BARRIER FLOOR PLAN LEGEND

FENESTRATION CALCULATION

WSEC - AIR BARRIER CODE

1" = 20'-0"A

REFERENCE FLOOR PLAN - AIR BARRIER

1/16" = 1'-0"1

EXTERIOR ELEVATION - EAST - OPENING CALCULATIONS

1/16" = 1'-0"2

EXTERIOR ELEVATION - SOUTH- OPEN CALCULATIONS

1/16" = 1'-0"4

EXTERIOR ELEVATION - WEST - OPEN CALCULATIONS

1/16" = 1'-0"3

EXTERIOR ELEVATION - NORTH - OPENING CALCULATIONS

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

1 2 4 5

6 107 8 9

A

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200'-11"

27'-6" 16'-9" 18'-7" 18'-7" 19'-0" 25'-0" 25'-0" 25'-0" 25'-6"

8'

-9

'-1

'-1

'-4

'-4

A-301

A-3012

A-301

A-301

A-301

A-301

A-301

A-301

VESTIBULE

PLAN REVIEW

CONFERENCE

OFFICE MANAGER

DIRECTOR'S OFFICE

OFFICE

TOILET

OFFICE

OFFICE

TOILET

TOILET

TOILET

OPEN WORK SPACE

CUSTODIAL

LACTATION

STORAGE

SHOWER

118-A

SUPPLIES

BREAK ROOM

CONFERENCE ROOM

MUD ROOM

MECH/ ELEC

WORKROOM

TOILET

NOXIOUS WEEDS OFFICE

OFFICEHALL

OPEN OFFICE

TLTHALL

TENANT

IMPROVEMENT

UNDER SEPARATE

PERMIT

LOBBY

906 Columbia Street SW, Suite 400

Olympia, Washington 98501

360.352.8883 architects

KMB Project #

SHEET NO.

REVISIONS:

DATE:

ORIGINAL SHEET SIZE = 24 x 36

HALF SIZE REDUCTIONS = 11 x 17

P

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A T

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ARCHITECT

STATE OF WASHINGTON

REGISTERED

JAMES HILL

10347

/1

/2

:5

8:

P M

01-13-2023

CONFORMED SET

A-101

REFERENCE FLOOR PLAN

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3/32" = 1'-0"1

REFERENCE FLOOR PLAN

1. ALL DIMENSIONS TO FACE OF CMU, FACE OF STUD OR GRIDLINES, U.N.O.

2. DOOR FRAMES TO BE 3" OFF ADJACENT PERPENDICULAR WALL, U.N.O.

FLOOR PLAN GENERAL NOTES

FD

FD

FD

FD

FD

FD

FD

FD

FD

6 107 8 9

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A-202

EXTERIOR ELEVATION -

WEST

A-201

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EXTERIOR ELEVATION -

EAST

A-202

E X

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R

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H

A-301

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PLAN REVIEW

CONFERENCE

OFFICE MANAGER

DIRECTOR'S OFFICE

OFFICE

TOILET

OFFICE

TOILET

TOILET

TOILET

OFFICE

CUSTODIAL

LACTATION

SUPPLIES

BREAK ROOM

EXECUTIVE OFFICE

CONFERENCE ROOM

VESTIBULE

A-301

A-301

SFE33

SFE1SFE3SFE4SFE5SFE6SFE7SFE7SFE7SFE7

SFE28

SFE29

SFE32

C

100A

B

A

121B 118B113B

BS

F

E

HALL

00A

A-252

A

A-250

A

SFE34

A-250

B

A-251

A

A-251

A-252

SFE36

SFE37

SFE38

12" DIA. COLUMN

COVER, TYPICAL AT ALL

EXPOSED COLUMNS

A-302

A-302

MUD ROOM

STORAGE

MECH/ ELEC

117B

SFE41SFE41

SFE

SFE

R E

F E

R T

O A

-1

R E

F E

R T

O A

-1

DS

DS DS

DS

DS

DS

DSDSDS

DS

DS

DS

DS

TOILET

SHOWER

118-A

SFE27

LOBBY

SFE27

A-521

HIGH

A-550

LOW

A-521

HIGH

A-550

Sim

LOW

A-521

5 HIGH

A-521

LOW

A-522

A-585

TYP.

A-252

B

A-254

A-254

A-254

12A-255

SFE42

SFE43

A-255 6

A-255

A-255

A-255

A-255

A-255

A-550

A-511

A-581

A

A-581

A-581

SFE8

DS

WORKROOM

C

SFE32

SFE32

OFFICE

OFFICE

121A

A

A

123A

123B

A

A

A

A

A

128A

OPEN WORK SPACE

A

A

A

102B103A103B104A104A105A105A 104A105A

A

A

A

A

A

A

A

113A 117A 118A

A

A A

A

A

WRAP EXIST. COLUMN

AT GRADE BEAM IN 3

1//2" FURRING WALL &

ENCAPSULATE BASE

PLATE

906 Columbia Street SW, Suite 400

Olympia, Washington 98501

360.352.8883 architects

KMB Project #

SHEET NO.

REVISIONS:

DATE:

ORIGINAL SHEET SIZE = 24 x 36

HALF SIZE REDUCTIONS = 11 x 17

P

LO

T D

A T

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ARCHITECT

STATE OF WASHINGTON

REGISTERED

JAMES HILL

10347

8 RFI-016

/1

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:5

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01-13-2023

CONFORMED SET

A-121

ENLARGED FLOOR PLAN-

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1/8" = 1'-0"1

ENLARGED FLOOR PLAN - BLDG 1

1. ALL DIMENSIONS TO FACE OF CMU, FACE OF STUD OR GRIDLINES, U.N.O.

6 107 8 9

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OFFICE

TOILET

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TOILET

TOILET

TOILET

OFFICE

OPEN WORK SPACE

CUSTODIAL

LACTATION

STORAGE

SHOWER

118-A

SUPPLIES

BREAK ROOM

EXECUTIVE OFFICE

CONFERENCE ROOM

VESTIBULE

25'-0" 25'-0" 25'-0" 25'-6"

100'-6"

'-0

/2

'-0

/2

'-4

'-4

8'

-9

8'-8"

4' -1

1" 6'

-3

'-8

3' -8

'-0

4' -4

4'

-6

1' -1

1" 3'

-0

9' -0

'-5

15'-11"

9'-0" 6'-0" 3'-6" 1'-4"2'-3"4'-7" 17'-0"3'-4" 1'-6" 5'-4" 2'-10" 4'-6" 4'-7" 1'-9"3'-4" 3'-4" 3'-4" 3'-3" 3'-4" 1'-6"

7' -6

3' -3

'-4

4' -1

1" 6'

-0

4' -4

8' -8

/8

8'

-0

8' -0

8'

-0

8' -0

8'

-0

A-302

A-302

A1

A1

A2

A1

A2

A1

A1

A1

A1

A1

A1

A1

A1

A1

A2a

A1

A1

A3

A1

A3 A1

A3

A1

A1

A5

A5

TOILET

MECH/ ELEC

MUD ROOM

8'-8 1/8"

A2

EM3

ES1

EM3

EM4

EM4

EM4

EM5EM5

A1

A1

A1

EM6EM6EM6

EM4

EM4

EM4

EM1

10'-2 3/8"

'-0

T

Y P

2'-5 5/8"

6'-2 1/2"

3'-5 3/8"

3'-4 5/8"

A1

EM7

EM7

A3

A3

ABOVE

EM1 EM3

ES1

13'-7" 3'-4" 4'-3" 4'-0" 4'-5" 4'-0" 6'-1" 4'-4" 4'-7" 3'-4" 8'-4" 8'-0" 11'-11" 3'-4" 3'-9 3/8" 8'-0" 5'-3"

2' -6

8'

-1 0"

2' -6

5'

-9

/4

3'-3 1/4" 22'-2 1/4"

5' -3

/8

EXTERIOR FACE

OF STUD

EXTERIOR

FACE OF

STUD

'-8

/8

4'-9 7/8" 12'-7" 20'-2 5/8" 11'-8"

'-7

2' -3

/4

2' -3

/2

'-1

3/

4"

20'-10 3/8"

5'-7" 15'-3 3/8"

12'-7 1/4" 8'-3 1/8"

1'-11 3/4"

A2a

A1

A1

A2a

A3

35'-2" 10'-4 1/4" 12'-5 1/8" 11'-10 1/8" 8'-10 1/8" 21'-10 3/8"

'-1

1/

4"

3'-5 1/2" 2'-2"

8' -5

/2

9'

-5

/4

2' -5

/2

2' -2

2'

-5

/2

2' -2

4'

-5

/4

2' -2

5'-1 1/4"

4'-0" 3'-4 1/2"

2' -5

/2

1'-6" 9'-0"

7' -0

/4

'-6

'-2

/2

'-9

/2

'-6

'-6

7'-5 3/4" 3'-4" TYP. 9'-0"

2' -2

2'

-2

2' -5

/2

2'

-5

/2

2' -2

7' -0

1/

4"

2'-5 1/2"

2'-2"

5'-0"

1'-1 3/8"

2'-2"

2'-5 1/8"

2'-2 3/8"

9'-0" 2'-4" TYP.

3' -4

/8

'-0

'-6

5' -2

/2

7'

-8

/8

8' -9

2'-0 5/8"

3'-5"

2' -5

/2

906 Columbia Street SW, Suite 400

Olympia, Washington 98501

360.352.8883 architects

KMB Project #

SHEET NO.

REVISIONS:

DATE:

ORIGINAL SHEET SIZE = 24 x 36

HALF SIZE REDUCTIONS = 11 x 17

P

LO

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ARCHITECT

STATE OF WASHINGTON

REGISTERED

JAMES HILL

10347

6 RFI-016

/1

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01-13-2023

CONFORMED SET

A-121D

DIMENSION PLAN-BLDG 1

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1/8" = 1'-0"1

DIMENSION FLOOR PLAN- BUILDING 1

1. ALL DIMENSIONS TO FACE OF CMU, FACE OF STUD OR GRIDLINES, U.N.O.

1 2 4 5

A

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OFFICE

OPEN OFFICE

HALL

HALL

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27'-6 3/8" 16'-8 5/8" 18'-7 1/4" 18'-7 1/4" 18'-11 1/2"

100'-5"

8'

-9

'-0

/2

'-0

/2

'-4

'-4

A-301

A-301

A-301

A-301

SFE26

TENANT

IMPROVEMENT

UNDER SEPARATE

PERMIT

A-302

A-302

SFE35

DSDS

SFE10SFE12SFE45SFE14

SFE16

DS

DS

SFE19 SFE20 SFE20 SFE21

DS

SFE21 SFE20 SFE20 SFE21 SFE24

SFE25

DS

SFE22SFE18

207A

DS

SFE18

NETWORKNETWORKNETWORK

CYBER SR.

CYBER

MANGER

207C

PROJECT

MEETING ROOM

DIRECTOR

CYBER AWARE

SERVER ROOM

STORAGE

KITCHENETTE

RESTROOM RESTROOM

DS

SFE39

A-521

207B

906 Columbia Street SW, Suite 400

Olympia, Washington 98501

360.352.8883 architects

KMB Project #

SHEET NO.

REVISIONS:

DATE:

ORIGINAL SHEET SIZE = 24 x 36

HALF SIZE REDUCTIONS = 11 x 17

P

LO

T D

A T

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ARCHITECT

STATE OF WASHINGTON

REGISTERED

JAMES HILL

10347

12 RFI-049

/1

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:5

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01-13-2023

CONFORMED SET

A-122

ENLARGED FLOOR PLAN -

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IT

IE

S

D

EP

A R

TM

EN

T

N W

N O

R

TH

S

TR

EE

T, C H

EH

A

LI

S

, W A

Fa ci lit ie s D ep ar tm en t

J2037C

1/8" = 1'-0"1

ENLARGED FLOOR PLAN BLDG 2

1. ALL DIMENSIONS TO FACE OF CMU, FACE OF STUD OR GRIDLINES, U.N.O.

A

B

C

D

E

CONFERENCE ROOM

NOXIOUS WEEDS OFFICE

OFFICE

OPEN OFFICE

HALL

HALL TLT

VEST.

R E

F E

R T

O A

-1

R E

F E

R T

O A

-1

27'-6 3/8" 16'-8 5/8" 18'-7 1/4" 18'-7 1/4" 18'-5 1/2"

99'-11"

8'

-9

'-0

/2

'-0

/2

'-4

'-4

9' -5

TENANT

IMPROVEMENT

UNDER SEPARATE

PERMIT

A-255

A-255

STG

STG.

SIM.

906 Columbia Street SW, Suite 400

Olympia, Washington 98501

360.352.8883 architects

KMB Project #

SHEET NO.

REVISIONS:

DATE:

ORIGINAL SHEET SIZE = 24 x 36

HALF SIZE REDUCTIONS = 11 x 17

P

LO

T D

A T

E

ARCHITECT

STATE OF WASHINGTON

REGISTERED

JAMES HILL

10347

/1

/2

:5

8:

P M

01-13-2023

CONFORMED SET

A-122D

DIMENSION PLAN-BLDG 2

LE

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R A

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P R

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M

EN

TS

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W

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C O

U N

TY

F

A C

IL

IT

IE

S

D

EP

A R

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EN

T

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N O

R

TH

S

TR

EE

T, C H

EH

A

LI

S

, W A

Fa ci lit ie s D ep ar tm en t

J2037C

1/8" = 1'-0"1

DIMENSION FLOOR PLAN- BUILDING 2

1. ALL DIMENSIONS TO FACE OF CMU, FACE OF STUD OR GRIDLINES, U.N.O.

CEILING TYPES: XX TYPE

X' - X" HEIGHT

OPEN TO STRUCTURE- R-49 RIGID INSULATION APPLIED TO

UNDERSIDE OF ROOF DECK PAINTED BLACK

ACT-1 -2x2 SUSPENDED ACOUSTICAL CEILING PANEL AND

CONCEALED GRID SYSTEM

WD-1- 3/4" T & G WOOD SOFFIT OVER 7/8" HAT CHANNEL

ACT-2 -2x2 SUSPENDED ACOUSTICAL CEILING PANEL AND

CONCEALED GRID SYSTEM- BASIS OF DESIGN ARMSTRONG

WORDWORKS VECTOR

GWB OVER STEEL STUD FRAMING

MOLD/ MOISTURE RESISTANT GYPSUM BOARD OVER STEEL

STUD FRAMING

FULL HEIGHT WALL UP TO BOTTOM OF METAL DECKING AT ROOF ABOVE.

LOCATION OF EXTERIOR WALL ABOVE, BETWEEN LOWER AND UPPER ROOFS.

1. THESE GENERAL NOTES APPLY TO ALL REFLECTED CEILING PLANS.

2. CEILING HEIGHTS ARE FROM FINISH FLOOR UNO.

3. TYPICAL CEILING HEIGHT TO BE 9' - 0", UNO.

4. ALIGN SOFFITS WITH FACE OF ADJACENT WALL, UNO

5. NOT ALL LIGHTING, INCLUDING PENDANT AND WALL MOUNTED LIGHT FIXTURES,

SHOWN. SEE ELECTRICAL.

6. OTS = OPEN TO STRUCTURE. PAINT ALL EXPOSED CEILING/ROOF STRUCTURE, UNO.

7. U.N.O. - PAINT ALL GWB CEILINGS & SOFFITS PT-1 ( SEE FINISH SCHEDULE)

8. SEE DETAIL FOR TYP SUSPENDED GRID DETAIL..

9. INTERIOR WALLS ARE TYPICALLY 6" ABOVE CEILING HEIGHT SHOWN UNLESS NOTED

OTHERWISE ON ARCHITECTURAL OR STRUCTURAL DRAWINGS (i.e. SHEAR WALLS, SMOKE BARRIER WALLS, SOUND BARRIER WALLS, MECHANICAL ZONE WALLS).

10. COORDINATE LOCATION OF CEILING ACCESS DOORS WITH MECHANICAL &

ELECTRICAL CONTRACTORS.

11. PROVIDE ADDITIONAL EDGE BLOCKING, CROSS BRACING & SUSPENDED SUPPORT

WIRES OR ADDITIONAL FURRING FOR CEILING MOUNTED ITEMS (LIGHTING, ACCESS

PANELS, GRILLES, CAMERAS, ETC.)

FLAG NOTES TO REFLECTED CEILING PLAN:

OTS

MECHANICAL SUPPLY AIR GRILLE - REFER TO

MECH. FOR SIZE AND TYPE

MECHANICAL SUPPLY AIR GRILLE W/ 24"X24"

CEILING GRID SHROUD - REFER TO MECH. FOR

SIZE AND TYPE

MECHANICAL RETURN AIR GRILLE - REFER TO

MECH. FOR SIZE AND TYPE

MECHANICAL RETURN AIR GRILLE W/ 24"X24"

CEILING GRID SHROUD - REFER TO MECH. FOR

SIZE AND TYPE

MECHANICAL RETURN AIR GRILLE - REFER TO

MECH. FOR SIZE AND TYPE

24"X24" RECESSED CEILING

TROFFER - REFER TO ELECT.

24"X24" RECESSED CEILING TROFFER

W/ BATTERY BACK-UP POWER - REFER

TO ELECT

12"X48" RECESSED CEILING

TROFFER - REFER TO ELECT.

12"X48" RECESSED CEILING TROFFER W/

BATTERY BACK-UP POWER - REFER TO

ELECT.

12"X48" PENDANT LIGHTING -

REFER TO ELECT.

RECESSED CAN LIGHT -

REFER TO ELECT.

RECESSED CAN LIGHT W/ BATTERY

BACK-UP - REFER TO ELECT.

RECESSED SKYLITE TUBE W/

TAMPER PROOF

CEILING ACCESS PANEL

CEILING MOUNTED ILLUMINATED

EXIT SIGN

1 2 4 5 6 107 8 9

A

B

C

D

E

NOXIOUS WEEDS OFFICE

DIRECTOR'S OFFICE

OFFICE MANAGER

CONFERENCE

PLAN REVIEW

102 VESTIBULE

CONFERENCE ROOM

EXECUTIVE OFFICE

BREAK ROOM

SUPPLIES

SHOWER

118-A

OPEN WORK SPACE

STORAGE

LACTATION

CUSTODIAL

OFFICE

OFFICE

OFFICE

TOILET

TOILET

TOILET

TOILET

TLTHALL

OPEN OFFICE

OFFICE

R E

F E

R T

O A

-1

R E

F E

R T

O A

-1

TENANT

IMPROVEMENT

UNDER SEPARATE

PERMIT

MECH/ ELEC

MUD ROOM

WORKROOM

906 Columbia Street SW, Suite 400

Olympia, Washington 98501

360.352.8883 architects

KMB Project #

SHEET NO.

REVISIONS:

DATE:

ORIGINAL SHEET SIZE = 24 x 36

HALF SIZE REDUCTIONS = 11 x 17

P

LO

T D

A T

E

ARCHITECT

STATE OF WASHINGTON

REGISTERED

JAMES HILL

10347

/1

/2

:5

8:

P M

01-13-2023

CONFORMED SET

A-151

LEVEL 1 - REFERENCE

REFLECTED CEILING PLAN

LE

W

IS

C

O U

N

TY

R A

IN

IE

R T

I I M

P R

O

VE

M

EN

TS

LE

W

IS

C O

U N

TY

F

A C

IL

IT

IE

S

D

EP

A R

TM

EN

T

N W

N O

R

TH

S

TR

EE

T, C H

EH

A

LI

S

, W A

Fa ci lit ie s D ep ar tm en t

J2037C

3/32" = 1'-0"1

REFERENCE REFLECTED CEILING PLAN

6 107 8 9

A

B

C

D

E

8' - 0"

10' - 0"

9' - 0"

9' - 4"

8' - 0"

9' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

9' - 0"

9' - 0"

9' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

R E

F E

R T

O A

-1

R E

F E

R T

O A

-1

9' - 4"

DS

DS

DS DS

DS

DS

DSDSDSDS

10' - 0"

A-152

OTS

OTS

OTS

OTS

OTS

OTS

OTS

OTS

OTS

OTS

10'-10"

10'-10"

8'-6"

9'-10"

9'-10"

9'-10"

9'-10"

9' - 4"01

OTS

9' - 0"

9' - 0"

10' - 0"

CEILING TYPES: XX TYPE

X' - X" HEIGHT

OPEN TO STRUCTURE- R-49 RIGID INSULATION APPLIED TO

UNDERSIDE OF ROOF DECK PAINTED BLACK

ACT-1 -2x2 SUSPENDED ACOUSTICAL CEILING PANEL AND

CONCEALED GRID SYSTEM

WD-1- 3/4" T & G WOOD SOFFIT OVER 7/8" HAT CHANNEL

ACT-2 -2x2 SUSPENDED ACOUSTICAL CEILING PANEL AND

CONCEALED GRID SYSTEM- BASIS OF DESIGN ARMSTRONG

WORDWORKS VECTOR

GWB OVER STEEL STUD FRAMING

1. THESE GENERAL NOTES APPLY TO ALL REFLECTED CEILING PLANS.

2. CEILING HEIGHTS ARE FROM FINISH FLOOR UNO.

3. TYPICAL CEILING HEIGHT TO BE 9' - 0", UNO.

4. ALIGN SOFFITS WITH FACE OF ADJACENT WALL, UNO

5. NOT ALL LIGHTING, INCLUDING PENDANT AND WALL MOUNTED LIGHT FIXTURES,

SHOWN. SEE ELECTRICAL.

6. OTS = OPEN TO STRUCTURE. PAINT ALL EXPOSED CEILING/ROOF STRUCTURE, UNO.

7. U.N.O. - PAINT ALL GWB CEILINGS & SOFFITS PT-1 ( SEE FINISH SCHEDULE)

8. SEE DETAIL FOR TYP SUSPENDED GRID DETAIL..

9. INTERIOR WALLS ARE TYPICALLY 6" ABOVE CEILING HEIGHT SHOWN UNLESS NOTED

OTHERWISE ON ARCHITECTURAL OR STRUCTURAL DRAWINGS (i.e. SHEAR WALLS, SMOKE BARRIER WALLS, SOUND BARRIER WALLS, MECHANICAL ZONE WALLS).

10. COORDINATE LOCATION OF CEILING ACCESS DOORS WITH MECHANICAL &

ELECTRICAL CONTRACTORS.

11. PROVIDE ADDITIONAL EDGE BLOCKING, CROSS BRACING & SUSPENDED SUPPORT

WIRES OR ADDITIONAL FURRING FOR CEILING MOUNTED ITEMS (LIGHTING, ACCESS

PANELS, GRILLES, CAMERAS, ETC.)

FLAG NOTES TO REFLECTED CEILING PLAN:

OTS

MECHANICAL SUPPLY AIR GRILLE - REFER TO

MECH. FOR SIZE AND TYPE

MECHANICAL SUPPLY AIR GRILLE W/ 24"X24"

CEILING GRID SHROUD - REFER TO MECH. FOR

SIZE AND TYPE

MECHANICAL RETURN AIR GRILLE - REFER TO

MECH. FOR SIZE AND TYPE

MECHANICAL RETURN AIR GRILLE W/ 24"X24"

CEILING GRID SHROUD - REFER TO MECH. FOR

SIZE AND TYPE

MECHANICAL RETURN AIR GRILLE - REFER TO

MECH. FOR SIZE AND TYPE

24"X24" RECESSED CEILING

TROFFER - REFER TO ELECT.

24"X24" RECESSED CEILING TROFFER

W/ BATTERY BACK-UP POWER - REFER

TO ELECT

12"X48" RECESSED CEILING

TROFFER - REFER TO ELECT.

12"X48" RECESSED CEILING TROFFER W/

BATTERY BACK-UP POWER - REFER TO

ELECT.

12"X48" PENDANT LIGHTING -

REFER TO ELECT.

RECESSED CAN LIGHT -

REFER TO ELECT.

RECESSED CAN LIGHT W/ BATTERY

BACK-UP - REFER TO ELECT.

RECESSED SKYLITE TUBE W/

TAMPER PROOF

CEILING ACCESS PANEL

CEILING MOUNTED ILLUMINATED

EXIT SIGN

A

16' - 6"

906 Columbia Street SW, Suite 400

Olympia, Washington 98501

360.352.8883 architects

KMB Project #

SHEET NO.

REVISIONS:

DATE:

ORIGINAL SHEET SIZE = 24 x 36

HALF SIZE REDUCTIONS = 11 x 17

P

LO

T D

A T

E

ARCHITECT

STATE OF WASHINGTON

REGISTERED

JAMES HILL

10347

/1

/2

:5

8:

P M

01-13-2023

CONFORMED SET

A-152

LEVEL 1 - ENLARGED

REFLECTED CEILING PLAN

- BLDG 1

LE

W

IS

C

O U

N

TY

R A

IN

IE

R T

I I M

P R

O

VE

M

EN

TS

LE

W

IS

C O

U N

TY

F

A C

IL

IT

IE

S

D

EP

A R

TM

EN

T

N W

N O

R

TH

S

TR

EE

T, C H

EH

A

LI

S

, W A

Fa ci lit ie s D ep ar tm en t

J2037C

1/8" = 1'-0"1

LEVEL 1- ENLARGED REFLECTIVE CEILING PLAN - BLDG 1

REFLECTED CEILING PLAN NOTES

1/4" = 1'-0"2

LEVEL 1 - ENLARGED RCP - -VESTIBULE

A

B

C

D

E

CONFERENCE ROOM

NOXIOUS WEEDS OFFICE

HALL

OPEN OFFICE

TLTHALL

R E

F E

R T

O A

-1

R E

F E

R T

O A

-1

TENANT

IMPROVEMENT

UNDER SEPARATE

PERMIT

DS DS

DS DSDS

10'-0"

10'-0"

8'-7"

DS

CEILING TYPES: XX TYPE

X' - X" HEIGHT

OPEN TO STRUCTURE- R-49 RIGID INSULATION APPLIED TO

UNDERSIDE OF ROOF DECK PAINTED BLACK

ACT-1 -2x2 SUSPENDED ACOUSTICAL CEILING PANEL AND

CONCEALED GRID SYSTEM

WD-1- 3/4" T & G WOOD SOFFIT OVER 7/8" HAT CHANNEL

ACT-2 -2x2 SUSPENDED ACOUSTICAL CEILING PANEL AND

CONCEALED GRID SYSTEM- BASIS OF DESIGN ARMSTRONG

WORDWORKS VECTOR

GWB OVER STEEL STUD FRAMING

1. THESE GENERAL NOTES APPLY TO ALL REFLECTED CEILING PLANS.

2. CEILING HEIGHTS ARE FROM FINISH FLOOR UNO.

3. TYPICAL CEILING HEIGHT TO BE 9' - 0", UNO.

4. ALIGN SOFFITS WITH FACE OF ADJACENT WALL, UNO

5. NOT ALL LIGHTING, INCLUDING PENDANT AND WALL MOUNTED LIGHT FIXTURES,

SHOWN. SEE ELECTRICAL.

6. OTS = OPEN TO STRUCTURE. PAINT ALL EXPOSED CEILING/ROOF STRUCTURE, UNO.

7. U.N.O. - PAINT ALL GWB CEILINGS & SOFFITS PT-1 ( SEE FINISH SCHEDULE)

8. SEE DETAIL FOR TYP SUSPENDED GRID DETAIL..

9. INTERIOR WALLS ARE TYPICALLY 6" ABOVE CEILING HEIGHT SHOWN UNLESS NOTED

OTHERWISE ON ARCHITECTURAL OR STRUCTURAL DRAWINGS (i.e. SHEAR WALLS, SMOKE BARRIER WALLS, SOUND BARRIER WALLS, MECHANICAL ZONE WALLS).

10. COORDINATE LOCATION OF CEILING ACCESS DOORS WITH MECHANICAL &

ELECTRICAL CONTRACTORS.

11. PROVIDE ADDITIONAL EDGE BLOCKING, CROSS BRACING & SUSPENDED SUPPORT

WIRES OR ADDITIONAL FURRING FOR CEILING MOUNTED ITEMS (LIGHTING, ACCESS

PANELS, GRILLES, CAMERAS, ETC.)

FLAG NOTES TO REFLECTED CEILING PLAN:

OTS

MECHANICAL SUPPLY AIR GRILLE - REFER TO

MECH. FOR SIZE AND TYPE

MECHANICAL SUPPLY AIR GRILLE W/ 24"X24"

CEILING GRID SHROUD - REFER TO MECH. FOR

SIZE AND TYPE

MECHANICAL RETURN AIR GRILLE - REFER TO

MECH. FOR SIZE AND TYPE

MECHANICAL RETURN AIR GRILLE W/ 24"X24"

CEILING GRID SHROUD - REFER TO MECH. FOR

SIZE AND TYPE

MECHANICAL RETURN AIR GRILLE - REFER TO

MECH. FOR SIZE AND TYPE

24"X24" RECESSED CEILING

TROFFER - REFER TO ELECT.

24"X24" RECESSED CEILING TROFFER

W/ BATTERY BACK-UP POWER - REFER

TO ELECT

12"X48" RECESSED CEILING

TROFFER - REFER TO ELECT.

12"X48" RECESSED CEILING TROFFER W/

BATTERY BACK-UP POWER - REFER TO

ELECT.

12"X48" PENDANT LIGHTING -

REFER TO ELECT.

RECESSED CAN LIGHT -

REFER TO ELECT.

RECESSED CAN LIGHT W/ BATTERY

BACK-UP - REFER TO ELECT.

RECESSED SKYLITE TUBE W/

TAMPER PROOF

CEILING ACCESS PANEL

CEILING MOUNTED ILLUMINATED

EXIT SIGN

906 Columbia Street SW, Suite 400

Olympia, Washington 98501

360.352.8883 architects

KMB Project #

SHEET NO.

REVISIONS:

DATE:

ORIGINAL SHEET SIZE = 24 x 36

HALF SIZE REDUCTIONS = 11 x 17

P

LO

T D

A T

E

ARCHITECT

STATE OF WASHINGTON

REGISTERED

JAMES HILL

10347

5 PR-005

/1

/2

:5

8:

P M

01-13-2023

CONFORMED SET

A-153

LEVEL 1 - ENLARGED

REFLECTIVE CEILING PLAN

- BLDG 2

LE

W

IS

C

O U

N

TY

R A

IN

IE

R T

I I M

P R

O

VE

M

EN

TS

LE

W

IS

C O

U N

TY

F

A C

IL

IT

IE

S

D

EP

A R

TM

EN

T

N W

N O

R

TH

S

TR

EE

T, C H

EH

A

LI

S

, W A

Fa ci lit ie s D ep ar tm en t

J2037C

1/8" = 1'-0"1

LEVEL 1 - ENLARGED REFLECTIVE CEILING PLAN - BLDG 2

REFLECTED CEILING PLAN NOTES

1. TYPICAL CORRUGATED METAL ROOF ASSEMBLY:

CORRUGATED METAL ROOF PANELS

SYNTHETIC ROOFING UNDERLAYMENT\ICE AND WATER SHIELD / PEEL AND

STICK MEMBRANE AT EAVES, VALLEYS, ETC. PER SPEC

1/2" THICK ROOF COVERBOARD (DENSDECK OR APPROVED)

LAYER OR LAYERS OF R-38 RIGID INSULATION

PLYWOOD SHEATHING & ROOF FRAMING PER STRUCTURAL

2. TYPICAL SINGLE-PLY MEMBRANE ROOF ASSEMBLY:

60 MIL. FULLY-ADHERED SINGLE-PLY MEMBRANE OR APPROVED

ALTERNATIVE.

1/4" THICK ROOF COVER BOARD (DENS DECK OR APPROVED)

STAGGERED LAYERS OF RIGID INSULATION: THICKNESS AS REQUIRED

FOR R-38 RATING.

SELF-ADHERING VAPOR RETARDER MEMBRANE

METAL DECKING & ROOF FRAMING PER STRUCTURAL

3. AT EXISTING SINGLE PLY ROOF- PATCH AND REPAIR TO MAINTAIN

EXISTING WARRANTIES. REFER TO MANUFACTURER FOR INSTALLATION

REQUIREMENTS TO MAINTAIN EXISTING WARRANTIES.

4. PROVIDE 24 GA PRE-FINISHED METAL STEP FLASHING AT ANY SLOPING

SHINGLE INTERFACE W/ A VERTICAL SURFACE.

5. ALL ROOF DRAINS, OVERFLOW DRAINS AND RAIN LEADERS SERVING

SINGLE-PLY MEMBRANE ROOF TO BE 4" DIAMETER SIZE.

6. ALL DOWNSPOUTS SERVING GUTTERS TO BE 3" DIAMETER PVC PIPE.

7. PROVIDE FREE STANDING PIPING AND CONDUIT SUPPORTS OF UV

RESISTANT CLOSED CELL FOAM W/ 14 GAUGE MINIMUM PIPE / CONDUIT

CLAMPS

SINGLE-PLY MEMBRANE ROOFING.

CRICKET AT HIGH SIDE OF ROOF CURB OR WALL.

PIPE PENETRATION (PER MECH) - FLASH PER DETAIL 1/A-573

ROOFTOP MECHANICAL UNIT, REFER TO MECHANICAL

DRAWINGS & REFER TO DETAIL 2/A-572

PATCH OF ROOFING FLASHING TO OVERLAP EXISTING

ROOFING SYSTEM AND OVERLAP NEW PT SLOPED WOOD

BLOCKING AT PARAPET

CORRUGATED METAL ROOF PANELS, REFER TO ROOF TYPES

FOR ASSEMBLY

RD

RD

1 2 4 5

6 107 8 9

A

B

C

D

E

A-301

A-301

A-301

A-301

A-301

A-301

A-301

A-301

R E

F E

R T

O A

-1

R E

F E

R T

O A

-1

RIDGE

906 Columbia Street SW, Suite 400

Olympia, Washington 98501

360.352.8883 architects

KMB Project #

SHEET NO.

REVISIONS:

DATE:

ORIGINAL SHEET SIZE = 24 x 36

HALF SIZE REDUCTIONS = 11 x 17

P

LO

T D

A T

E

ARCHITECT

STATE OF WASHINGTON

REGISTERED

JAMES HILL

10347

/1

/2

:5

8:

P M

01-13-2023

CONFORMED SET

A-161

REFERENCE ROOF PLAN

LE

W

IS

C

O U

N

TY

R A

IN

IE

R T

I I M

P R

O

VE

M

EN

TS

LE

W

IS

C O

U N

TY

F

A C

IL

IT

IE

S

D

EP

A R

TM

EN

T

N W

N O

R

TH

S

TR

EE

T, C H

EH

A

LI

S

, W A

Fa ci lit ie s D ep ar tm en t

J2037C

ROOF PLAN NOTES

ROOF PLAN LEGEND

3/32" = 1'-0"1

REEFENCE ROOF PLAN

SINGLE-PLY MEMBRANE ROOFING.

CRICKET AT HIGH SIDE OF ROOF CURB OR WALL.

PIPE PENETRATION (PER MECH) - FLASH PER DETAIL 1/A-573

ROOFTOP MECHANICAL UNIT, REFER TO MECHANICAL

DRAWINGS & REFER TO DETAIL 2/A-572

PATCH OF ROOFING FLASHING TO OVERLAP EXISTING

ROOFING SYSTEM AND OVERLAP NEW PT SLOPED WOOD

BLOCKING AT PARAPET

CORRUGATED METAL ROOF PANELS, REFER TO ROOF TYPES

FOR ASSEMBLY

4. PROVIDE 24 GA PRE-FINISHED METAL STEP FLASHING AT ANY SLOPING `

SHINGLE INTERFACE W/ A VERTICAL SURFACE.

5. ALL ROOF DRAINS, OVERFLOW DRAINS AND RAIN LEADERS SERVING

SINGLE-PLY MEMBRANE ROOF TO BE 4" DIAMETER SIZE.

6. ALL DOWNSPOUTS SERVING GUTTERS TO BE 3" DIAMETER PVC PIPE.

7. PROVIDE FREE STANDING PIPING AND CONDUIT SUPPORTS OF UV

RESISTANT CLOSED CELL FOAM W/ 14 GAUGE MINIMUM PIPE / CONDUIT

CLAMPS

1. TYPICAL CORRUGATED METAL ROOF ASSEMBLY:

CORRUGATED METAL ROOF PANELS

SYNTHETIC ROOFING UNDERLAYMENT\ICE AND WATER SHIELD / PEEL AND

STICK MEMBRANE AT EAVES, VALLEYS, ETC. PER SPEC

1/2" THICK ROOF COVERBOARD (DENSDECK OR APPROVED)

LAYER OR LAYERS OF R-38 RIGID INSULATION

PLYWOOD SHEATHING & ROOF FRAMING PER STRUCTURAL

2. TYPICAL SINGLE-PLY MEMBRANE ROOF ASSEMBLY:

60 MIL. FULLY-ADHERED SINGLE-PLY MEMBRANE OR APPROVED

ALTERNATIVE.

1/4" THICK ROOF COVER BOARD (DENS DECK OR APPROVED)

STAGGERED LAYERS OF RIGID INSULATION: THICKNESS AS REQUIRED

FOR R-38 RATING.

SELF-ADHERING VAPOR RETARDER MEMBRANE

METAL DECKING & ROOF FRAMING PER STRUCTURAL

3. AT EXISTING SINGLE PLY ROOF- PATCH AND REPAIR TO MAINTAIN

EXISTING WARRANTIES. REFER TO MANUFACTURER FOR INSTALLATION

REQUIREMENTS TO MAINTAIN EXISTING WARRANTIES.

1- INSTALL NEW COPING AT PARAPET OVER NEW PT SLOPED WOOD PLATE

2- INSTALL NEW FLASHING AT COUNTER FLASHING AT WALL TO ROOF

6 107 8 9

A

B

C

D

E

A-301

A-301

A-301

A-301

A-301

A-301

A-302

A-302

R E

F E

R T

O A

-1

R E

F E

R T

O A

-1

N O

R T

H E

LE

V

A T

IO

N

C O

N S

T R

U C

T P

A R

A P

E T

O N

A T

R O

O F

T O

W A

LL

N E

W F

LA

S

H

IN

G

C O

U N

T E

R F

LA

S

H

IN

G

19' -5

'-1

1/ 2"

4'-0" TYP.

ROOF DRAIN &

OVERFLOW SCUPPER W

DOWNSPOUT & SPLASH

PAN

1/ 4"

:1

E/RD

E/RD

R

ID

G E

V A

LL

E

Y

VALLEY

A

LI

G N

T O

E X

IS

T

IN

G

A D

J.

H

E

IG

H T

B U

IL

D

-U P

P A

R A

P E

T

8' -0

4'-0" TYP.

4' -0

18'-10" 4'-0 3/8"

4' -0

T

Y P

7'-6" 23'-8 3/8"

4' -0

11'-6" 7'-6"

4' -0

ALIGN TO EXISTING ADJ. HEIGHT

BUILD-UP PARAPET &

VALLEY

VALLEY

A-571

A-571

A-571

A-571

A-571

A-571

A-552

Sim

LOW @ CANOPY

A-552

Sim

LOW @ CANOPY

SIM.

SIM.

SIM.

SIM.

SIM.

A-573

A-573

A-573

A-577

A-577

A-577

A-577

A-577

A-577

A-573

HIGH

A-573

HIGH

A-573

HIGH

A-573

HIGH

A-573

LOW

A-573

LOW

A-574

A-577

A-572

A-572

A-572

7 A-572

A-572

A-572

RD

ORD

RD ORD

A-577

A-577

A-577

4HIGH

A-577

Sim

LOW

A-577

Sim

LOW

HIGH

NEW CONDUCTOR HEAD &

DOWNSPOUT NOZZLE AT

EXISTING PARAPET WALL

OVERFLOW DOWNSPOUT

NOZZLE 1'-6" ABOVE BASE

OF EXISTING WALL

10'-6" TYP.

OVERFLOW DOWNSPOUT

NOZZLE 1'-6" ABOVE BASE

OF EXISTING WALL

NEW CONDUCTOR HEAD &

DOWNSPOUT NOZZLE AT

EXISTING PARAPET WALL

PATH OF ROOF &

OVERFLOW ROOF

DRAIN LEADERS

PATH OF ROOF &

OVERFLOW ROOF

DRAIN LEADERS

906 Columbia Street SW, Suite 400

Olympia, Washington 98501

360.352.8883 architects

KMB Project #

SHEET NO.

REVISIONS:

DATE:

ORIGINAL SHEET SIZE = 24 x 36

HALF SIZE REDUCTIONS = 11 x 17

P

LO

T D

A T

E

ARCHITECT

STATE OF WASHINGTON

REGISTERED

JAMES HILL

10347

11 RFI-047

/1

/2

:5

8:

P M

01-13-2023

CONFORMED SET

A-162

ENLARGED ROOF PLAN -

BLDG 1

LE

W

IS

C

O U

N

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R A

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P R

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M

EN

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F

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Fa ci lit ie s D ep ar tm en t

J2037C

ROOF PLAN LEGEND

ROOF PLAN NOTES

ROOF KEY NOTES

1/8" = 1'-0"1

ENLARGED ROOF PLAN BLDG 1

A

B

C

D

E

100'-5"

27'-6 3/8" 16'-8 5/8" 18'-7 1/4" 18'-7 1/4" 18'-11 1/2"

8'

-9

'-0

/2

'-0

/2

'-4

'-4

A-301

A-301

A-301

A-301

R E

F E

R T

O A

-1

R E

F E

R T

O A

-1

S

LO

P E S

LO

P

E

NEW GUTTER &

DOWNSPOUT

A-302

A-302

A-572

A-552

DS DS DS

A-576

A-576

A-576

4. PROVIDE 24 GA PRE-FINISHED METAL STEP FLASHING AT ANY SLOPING `

SHINGLE INTERFACE W/ A VERTICAL SURFACE.

5. ALL ROOF DRAINS, OVERFLOW DRAINS AND RAIN LEADERS SERVING

SINGLE-PLY MEMBRANE ROOF TO BE 4" DIAMETER SIZE.

6. ALL DOWNSPOUTS SERVING GUTTERS TO BE 3" DIAMETER PVC PIPE.

7. PROVIDE FREE STANDING PIPING AND CONDUIT SUPPORTS OF UV

RESISTANT CLOSED CELL FOAM W/ 14 GAUGE MINIMUM PIPE / CONDUIT

CLAMPS

1. TYPICAL CORRUGATED METAL ROOF ASSEMBLY:

CORRUGATED METAL ROOF PANELS

SYNTHETIC ROOFING UNDERLAYMENT\ICE AND WATER SHIELD / PEEL AND

STICK MEMBRANE AT EAVES, VALLEYS, ETC. PER SPEC

1/2" THICK ROOF COVERBOARD (DENSDECK OR APPROVED)

LAYER OR LAYERS OF R-38 RIGID INSULATION

PLYWOOD SHEATHING & ROOF FRAMING PER STRUCTURAL

2. TYPICAL SINGLE-PLY MEMBRANE ROOF ASSEMBLY:

60 MIL. FULLY-ADHERED SINGLE-PLY MEMBRANE OR APPROVED

ALTERNATIVE.

1/4" THICK ROOF COVER BOARD (DENS DECK OR APPROVED)

STAGGERED LAYERS OF RIGID INSULATION: THICKNESS AS REQUIRED

FOR R-38 RATING.

SELF-ADHERING VAPOR RETARDER MEMBRANE

METAL DECKING & ROOF FRAMING PER STRUCTURAL

3. AT EXISTING SINGLE PLY ROOF- PATCH AND REPAIR TO MAINTAIN

EXISTING WARRANTIES. REFER TO MANUFACTURER FOR INSTALLATION

REQUIREMENTS TO MAINTAIN EXISTING WARRANTIES.

1- INSTALL NEW COPING AT PARAPET OVER NEW PT SLOPED WOOD PLATE

2- INSTALL NEW FLASHING AT COUNTER FLASHING AT WALL TO ROOF

3- SIDING TO BE REMOVED FROM WALL, EXISTING PARAPET COPING TO

REMAIN, REMOVE AND RE- INSTALL AS REQUIRED

SINGLE-PLY MEMBRANE ROOFING.

30" WIDE ROOF WALK PADS - SPACE APART 4"+/- TO ALLOW

FOR DRAINAGE.

CRICKET AT HIGH SIDE OF ROOF CURB OR WALL.

VTR @ STEEP ROOF (PER MECH) - FLASH PER

PATCH OF ROOFING FLASHING TO OVERLAP EXISTING

ROOFING SYSTEM AND OVERLAP NEW PT SLOPED WOOD

BLOCKING AT PARAPET

CORRUGATED METAL ROOF PANELS, REFER TO ROOF TYPES

FOR ASSEMBLY

906 Columbia Street SW, Suite 400

Olympia, Washington 98501

360.352.8883 architects

KMB Project #

SHEET NO.

REVISIONS:

DATE:

ORIGINAL SHEET SIZE = 24 x 36

HALF SIZE REDUCTIONS = 11 x 17

P

LO

T D

A T

E

ARCHITECT

STATE OF WASHINGTON

REGISTERED

JAMES HILL

10347

9 RFI-013

/1

/2

:5

8:

P M

01-13-2023

CONFORMED SET

A-163

ENLARGED ROOF PLAN -

BLDG 2

LE

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R A

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P R

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F

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EH

A

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, W A

Fa ci lit ie s D ep ar tm en t

J2037C

1/8" = 1'-0"1

ENLARGED ROOF PLAN BLDG 2

ROOF PLAN NOTES

ROOF KEY NOTES

ROOF PLAN LEGEND

1. REFER TO SHEET GI101 FOR ENERGY CODE FENESTRATION SUMMARY.

HORIZONTAL WOOD SIDING OVER FURRING STRIPS

(APPLIED VERTICALLY) OVER EXISTING MASONRY WALL

EXISTING BRICK WALL - APPLY TRANSPARENT WATER

REPELLANT AFTER

CORRUGATED METAL SIDING OVER FURRING

STRIPS (APPLIED VERTICALLY) OVER EXISTING

MASONRY WALL

CMU VENEER - PAINT

CANOPY

CLEAN & SEAL EXISTING BRICK,

REPOINT DAMAGED MORTAR

JOINTS & REPAIR WHERE REQUIRED

NEW METAL PARAPET

COPING OVER PT SLOPED

WOOD PLATE

CANOPY

CORRUGATED

METAL SIDINGSTOREFRONT W/

DOOR

DOWNSPOUT

SFE26

B.O.CANOPY

10' - 0"

TOP PARAPET

BLDG 2

27' - 6 19/32"

SFE

SFE

LEV. 1-BLDG 2

2' - 0 19/32"

A-522

SFE16

SFE17

LEV. 1-BLDG 1.TI

0' - 0"

CANOPY

LEV. 1-BLDG 5

12' - 0 15/32"

BLDG 2 ROOF

20' - 10"

1245610 789 3

CORRUGATED METAL

SIDING OVER FURRING

STRIPS

UPPER ROOF W/

METAL FASCIA TRIM

CANOPY

WOOD SIDING OVER

FURRING

CANOPY

NEW METAL PARAPET

COPING OVER PT.

SLOPED WOOD PLATE

CLEAN & SEAL EXISTING BRICK,

REPOINT DAMAGED MORTAR

JOINTS & REPAIR WHERE

REQUIRED AT FRONT

ELEVATION

CAREFULLY RE-INSTALL

EXISTING METAL COPING AT

PARAPET WHERE IMPACTED

BY REMOVAL OF SIDING

STOREFRONT W/ DOOR

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

SFE2

SFE3 SFE4

SFE5 SFE6

SFE7 SFE7 SFE7 SFE7

TOP PARAPET

BLDG 2

27' - 6 19/32"

SFE9

SFE35

SFE11

SFE10

SFE13

SFE12

SFE11

SFE45

SFE15

SFE14

LEV. 1-BLDG 2

2' - 0 19/32"

SFE1

LEV. 1-BLDG 1

0' - 0"

BLDG 2 ROOF

20' - 10"

ACDE

NEW METAL PARAPET

COPING OVER PT.

SLOPED WOOD PLATE

CLEAN & SEAL EXISTING BRICK,

REPOINT DAMAGED MORTAR

JOINTS & REPAIR WHERE

REQUIRED AT FRONT

ELEVATION

CAREFULLY RE-INSTALL

EXISTING METAL COPING AT

PARAPET WHERE IMPACTED

BY REMOVAL OF SIDING

ADJ. PARAPET HEIGHT

INFILL PARAPET TO MATCH EXIST.NEW METAL

PARAPET COPING

OVER PT. SLOPED

WOOD PLATE

INSTALL NEW METAL FLASHING

AND COUNTERFLASHING AT

ROOF TO WALL TRANSITION

INSTALL NEW GUTTER

AT EXISTING ROOF AT

BLDG #2

TOP PARAPET

15' - 4"

906 Columbia Street SW, Suite 400

Olympia, Washington 98501

360.352.8883 architects

KMB Project #

SHEET NO.

REVISIONS:

DATE:

ORIGINAL SHEET SIZE = 24 x 36

HALF SIZE REDUCTIONS = 11 x 17

P

LO

T D

A T

E

ARCHITECT

STATE OF WASHINGTON

REGISTERED

JAMES HILL

10347

12 RFI-049

/1

/2

:5

8:

P M

01-13-2023

CONFORMED SET

A-201

EXTERIOR ELEVATIONS

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J2037C

EXTERIOR ELEVATION LEGEND

1/8" = 1'-0"1

EXTERIOR ELEVATION - NORTH

1/8" = 1'-0"2

EXTERIOR ELEVATION - EAST

1/8" = 1'-0"3

EXTERIOR ELEVATION- SOUTH @ BLDG 2

1. REFER TO SHEET GI101 FOR ENERGY CODE FENESTRATION SUMMARY.

HORIZONTAL WOOD SIDING OVER FURRING STRIPS

(APPLIED VERTICALLY) OVER…