8-01 PCLS Sumner Library Bid Set - General.pdf
PDF 12 MB Posted
- Solicitation number
- 81325
- Issued by
- Pierce County, Washington
About this file
This is a bid set of construction drawings for the Pierce County Library System's new Sumner Library facility located at 15126 Main Street East, Sumner, Washington. The project involves construction of a 17,133 square foot public library building on a 73,573 square foot (1.689-acre) parcel that previously contained a demolished structure. The scope of work includes removal of preload surcharge, site development conforming to City of Sumner zoning regulations and East Main Street design guidelines, construction of parking areas with 51 off-street spaces (including 3 accessible spaces and 1 van-accessible space), utility extensions and connections, and construction of a fully enclosed, conditioned library building with structural, architectural, mechanical, electrical, plumbing, fire protection, and life safety systems. The building is designed as Type V-B construction with one story and a maximum height of 30 feet 1 inch. The project has received approval through City of Sumner SEPA (SEPA-2024-0018) and Conditional Use Permit (CUP-2024-0007). The drawing set, issued as a bid set on June 13, 2025, includes comprehensive architectural, civil, structural, mechanical, electrical, plumbing, landscape, and fire protection drawings prepared by Johnston Architects LLC with supporting engineering by KPFF Consulting Engineers, Sazan Group, NV5, and other specialized consultants.
The building is classified as Occupancy Group A-3 (assembly) with a design occupant load of 330 persons and includes spaces such as children's areas (2,263 square feet), adult collection areas (1,814 square feet), teen study rooms, community rooms, program rooms, office spaces, and support facilities. The project complies with the 2021 International Building Code, 2021 Washington State Energy Code, and all applicable local codes. Key design features include automatic fire sprinkler systems, emergency lighting complying with IBC Section 1008.3, four accessible means of egress, six fire extinguishers (Class 2-A rated), electric vehicle charging infrastructure with six charging stations, six EV-ready spaces, and six EV-capable spaces. The building incorporates high-performance HVAC systems with dedicated outdoor air (DOAS), 10 percent reduced lighting power, and renewable energy provisions to achieve energy code efficiency and load management credits. Plumbing fixture counts include three water closets and four lavatories for males, four water closets and two lavatories for females, and two drinking fountains, all designed to accommodate the projected occupancy and comply with accessibility requirements.
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Text version
Johnston Architects, LLC 3131 Western Ave, Suite 510 Seattle, WA 98121 t 206.523.6150 f 206.523.9382
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© 2025 JOHNSTON ARCHITECTS
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COVER SHEET
G001 Author Checker
PIERCE COUNTY LIBRARY SYSTEM SUMNER LIBRARY
15126 MAIN STREET EAST SUMNER, WA 98390
BID SET
DRAWING ISSUE
2025/06/13 PERMIT
1 2025/10/07 PERMIT REVISION 1
4 2026/03/25 BID SET
VICINITY MAP
PROJECT SITE
PH:
PIERCE COUNTY LIBRARY SYSTEM
OWNER:
3005 112TH ST E
TACOMA, WA 98446
(253) 548-3300
CONTACT: CHRISTINA NEVILLE-NEIL
CNEVILLE-NEIL@PIERCECOUNTYLIBRARY.ORG
PH:
JOHNSTON ARCHITECTS LLC
ARCHITECT:
3131 WESTERN AVE, SUITE 510
SEATTLE WA 98121
(206) 523-6150
CONTACT: JACK CHAFFIN
JCHAFFIN@JOHNSTONARCHITECTS.COM
PH:
KPFF CONSULTING ENGINEERS
STRUCTURAL:
1601 5TH AVE SUITE 1600
SEATTLE, WA 98101
(206) 926-0412
CONTACT: AMIE SULLIVAN
AMIE.SULLIVAN@KPFF.COM
PROJECT TEAM
PH:
TBD
CONTRACTOR:
ADDRESS
ADDRESS
CONTACT: *NAME*
*EMAIL*
PH:
ARCHITECTURE FOR EVERYONE
ARCHITECT:
15529 94TH AVE E
PUYALLUP, WA 98375
(253) 208-4052
CONTACT: KO WIBOWO
KO@ARCHITECTUREFOREVERYONE.ORG
PH:
KPFF CONSULTING ENGINEERS
CIVIL:
1601 5TH AVE SUITE 1600
SEATTLE, WA 98101
(206) 926-0412
CONTACT: AMIE SULLIVAN
JENIFER.CLAPHAM@KPFF.COM
PH:
SAZAN GROUP
MECHANICAL:
600 STEWART ST SUITE 1400
SEATTLE, WA 98101
(206) 267-1700
CONTACT: CHRIS ENGLISH
CENGLISH@SAZAN.COM
PH:
SAZAN GROUP
ELECTRICAL:
600 STEWART ST SUITE 1400
SEATTLE, WA 98101
(206) 267-1700
CONTACT: ROBERT GRZAN
RGRZAN@SAZAN.COM
PH:
SAZAN GROUP
ACOUSTICAL:
600 STEWART ST SUITE 1400
SEATTLE, WA 98101
(206) 644-1373
CONTACT: DAVID DA VARONA
DAVIDD@GREENBUSCH.COM
PH:
SITEWORK
LANDSCAPE:
3800 WOODLAND PARK AVE N SUITE 200
SEATTLE, WA 98103
(206) 285-3026
CONTACT: VINITA SIDHU
VINITAS@SITEWORKSHOP.NET
PH:
NV5
GEOTECHNICAL:
22122 20TH AVE SE SUITE H-159
BOTHELL, WA 98021
(206) 496-1422
CONTACT: RICKY WANG
RICKY.WANG@NV5.COM
PH:
NV5
ENVIRONMENTAL:
703 BROADWAY ST SUITE 650
VANCOUVER, WA 98660
(360) 693-8416
CONTACT: KYLE SATTLER
KYLE.SATTLER@NV5.COM
PROJECT INFORMATION
OWNER:
PIERCE COUNTY LIBRARY SYSTEM
ADDRESS:
15126 E. MAIN STREET
SUMNER, WA 98390
PARCEL #:
0520197967
(FORMERLY PARCELS 0520197015, 0520193060 AND 0520197014)
PROJECT DESCRIPTION:
THE SITE COMPRISES AN EMPTY LOT (EXISTING STRUCTURE
WAS DEMOLISHED) FOR THE NEW SUMNER PUBLIC LIBRARY
BUILDING IN SUMNER, WA. THE BUILDING WILL BE 17,133 SF
WITH SITE DEVELOPMENT CONFORMING TO CITY OF SUMNER
ZONING REGULATIONS AND EAST MAIN STREET DESIGN
GUIDELINES. SITE DEVELOPMENT WILL INCLUDE THE EAST MAIN
STREET FRONTAGE AND ON-SITE PARKING ON THE SOUTH SIDE
OF THE SITE.
RELATED PROJECT: SIT-2025-0007, PRE-LOAD PERMIT FOR NEW
SUMNER LIBRARY BUILDING.
LEGAL DESCRIPTION:
SECTION 19 TOWNSHIP 20 RANGE 05 QUARTER 33 COMB FOR
TAX PURPOSES ONLY L 2 & 3 OF S P 81-06-30-0321 TOG AA/ POR
GOV LOT 4 BEG AT A PT ON S LI OF W E DANIEL CO RD 726 FT E
& 30 FT S OF NW COR LOT 4 IN SEC TH E 132 FT TH S 389 FT TH
W 132 FT TH N 389 FT TO BEG EASE OF RECORD COMB OF 7-014
& 7-015 & 05-20-19-3-060 SEG 2026-0014 0611812025MC
Johnston Architects, LLC 3131 Western Ave, Suite 510 Seattle, WA 98121 t 206.523.6150 f 206.523.9382
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© 2025 JOHNSTON ARCHITECTS
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PROJECT
INFORMATION
G002 Author Checker
DRAWING INDEX
GENERAL
G001 COVER SHEET
G002 PROJECT INFORMATION
G003 GENERAL NOTES, ABBREVIATIONS, SYMBOLS
G004 CODE SUMMARY
G005 PRESSURE BOUNDARY DIAGRAMS
G006 FIRE & LIFE SAFETY PLAN
G007 ICC ACCESSIBILITY
G008 ICC ACCESSIBILITY
G009 ENERGY CODE FORMS
G010 ENERGY CODE FORMS
G011 ENERGY CODE FORMS
SURVEY
SHEET 1 OF 2 SURVEY
SHEET 2 OF 2 SURVEY
CIVIL
C1.10 COVER & NOTES
C1.11 GENERAL NOTES
C1.12 LEGEND & ABBREVIATIONS
C2.00 EXISTING CONDITIONS TESC PLAN
C2.10 DEMOLITION & TESC PLAN
C2.50 TESC DETAILS
C2.51 TESC DETAILS
C3.00 GRADING & DRAINAGE OVERVIEW
C3.10 GRADING & DRAINAGE PLAN
C3.11 GRADING & DRAINAGE PLAN
C3.12 GRADING & DRAINAGE PLAN
C3.15 DRAINAGE PLAN
C3.16 DRAINAGE PLAN
C3.17 DRAINAGE PLAN
C3.20 GRADING ENLARGEMENTS
C3.21 GRADING ENLARGEMENTS
C3.30 DRAINAGE PROFILES
C3.31 DRAINAGE PROFILES
C3.32 DRAINAGE PROFILES
C3.50 DRAINAGE SECTIONS & DETAILS
C3.51 DRAINAGE SECTIONS & DETAILS
C3.52 DRAINAGE SECTIONS & DETAILS
C3.70 FOUNDATION DRAINAGE PLAN
C3.80 FOUNDATION DRAINAGE DETAILS
C4.00 UTILITY OVERVIEW
C4.10 UTILITY PLAN
C4.11 UTILITY PLAN
C4.30 UTILITY PROFILE
C4.31 UTILITY PROFILE
C4.50 UTILITY DETAILS
C4.51 UTILITY DETAILS
C4.52 UTILITY DETAILS
C5.00 PAVING AND HORIZONTAL CONTROL OVERVIEW
C5.10 PAVING & HORIZONTAL CONTROL PLAN
C5.11 PAVING & HORIZONTAL CONTROL PLAN
C5.12 PAVING & HORIZONTAL CONTROL PLAN
C5.50 PAVING SECTIONS & DETAILS
C5.51 PAVING SECTIONS & DETAILS
C5.52 PAVING SECTIONS & DETAILS
C6.10 RIGHT-OF-WAY PLAN
C6.50 ROW SECTIONS & DETAILS
GEOTECH
MM104 COMPUSTIBLE GAS DETECTOR LOCATIONS
MM105 VAPOR MITIGATION SYSTEM VAPOR BARRIER DETAILS
LANDSCAPE
L110 SITE PLAN
L120 LAYOUT PLAN
L121 LAYOUT PLAN - ENLARGEMENTS
L320 SITE DETAILS
L321 SITE DETAILS
L411 IRRIGATION PLAN
L420 IRRIGATION DETAILS
L500 SOIL PLAN AND DETAILS
L510 PLANTING SCHEDULE
L511 PLANTING PLAN
L520 PLANTING DETAILS
ARCHITECTURAL
A100 SITE PLAN
A200 SLAB EDGE PLAN
A201 LEVEL 1 FLOOR PLAN
A202 CLERESTORY PLAN
A203 ROOF PLAN
A204 LEVEL 1 DIMENSION PLAN
A210 REFLECTED CEILING PLAN
A211 REFLECTED CEILING DIMENSION PLAN
A220 FINISH FLOOR PLAN
A221 FURNITURE PLAN
A230 ENLARGED FLOOR PLANS
A300 BUILDING ELEVATIONS NORTH-SOUTH
A301 BUILDING ELEVATIONS EAST-WEST
A305 ENLARGED SUNSCREEN ELEVATIONS & SECTIONS
A306 ENLARGED SUNSCREEN ELEVATIONS & SECTIONS
A307 ENLARGED PLAQUE ELEVATIONS & SECTIONS
A310 EXTERIOR OPENING TYPES - CURTAIN WALL
A311 EXTERIOR OPENING TYPES - STOREFRONT
A400 BUILDING SECTIONS
A401 BUILDING SECTIONS
A402 BUILDING SECTIONS
A403 BUILDING SECTIONS
A404 BUILDING SECTIONS
A410 WALL SECTIONS
A411 WALL SECTIONS
A412 WALL SECTIONS
A413 WALL SECTIONS
A414 WALL SECTIONS
A415 WALL SECTIONS
A420 FOUNDATION DETAILS
A425 EXTERIOR OPENING DETAILS - CURTAINWALL
A426 EXTERIOR OPENING DETAILS - STOREFRONT
A427 EXTERIOR OPENING DETAILS
A428 EXTERIOR OPENING DETAILS
A429 EXTERIOR OPENING DETAILS
A430 EXTERIOR ENVELOPE DETAILS
A431 EXTERIOR OPENING DETAILS
A450 ROOF DETAILS
A451 ROOF DETAILS CON'T
A452 ROOF DETAILS CON'T
A480 CHILDREN'S FENCE & GATE DETAILS
A500 ENLARGED STAIRS & RAMP DETAILS
A700 FINISH MATERIAL LEGEND
A701 FINISH SCHEDULE & LEGEND
A702 EQUIPMENT, APPLIANCE, & TOILET SCHEDULE
A703 INTERIOR ELEVATIONS
A704 INTERIOR ELEVATIONS
A705 INTERIOR ELEVATIONS
A706 INTERIOR ELEVATIONS
A707 INTERIOR ELEVATIONS
A708 INTERIOR ELEVATIONS
A710 INTERIOR OPENING TYPES
A715 ENLARGED PLAN,RCP & INT. ELEVATIONS - RESTROOMS
A716 ENLARGED PLAN,RCP & INT. ELEVATIONS - RESTROOMS CONT.
A801 DOOR SCHEDULE & DOOR TYPES
A810 EXTERIOR WALL ASSEMBLIES
A811 HORIZONTAL ASSEMBLIES
A812 INTERIOR WALL ASSEMBLIES
A813 FIRE RATED WALL ASSEMBLIES
A900 INTERIOR FRAMED OPENING DETAILS
A901 INTERIOR FRAMED OPENING DETAILS
A902 INTERIOR FRAMED OPENING DETAILS
A905 INTERIOR DETAILS - TYP CEILING
A906 INTERIOR DETAILS - CEILING
A910 INTERIOR DETAILS - FLOOR AND WALL TRANSITIONS
A911 INTERIOR DETAILS - FLOOR AND WALL TRANSITIONS CONT'
A920 INTERIOR DETAILS
A921 INTERIOR DETAILS - ACOUSTIC WALL PANELS
A931 INTERIOR DETAILS - CHECKOUT
A932 INTERIOR DETAILS - PRINT STATION
A933 INTERIOR DETAILS - ADULT READING CASEWORK
A934 INTERIOR DETAILS - CHILDREN'S CASEWORK
A935 INTERIOR DETAILS - TEEN CASEWORK
A936 INTERIOR DETAILS - STANDARD CASEWORK
A937 INTERIOR DETAILS - CRATE SORTER CASEWORK
A941 INTERIOR DETAILS - ARCHITECTURAL WOODWORK
A942 INTERIOR DETAILS - ARCHITECTURAL WOODWORK
A943 INTERIOR DETAILS - ARCHITECTURAL WOODWORK
A945 INTERIOR DETAILS - ARCHITECTURAL SCREEN
A950 INTERIOR DETAILS - CODE REQUIRED SIGNAGE
STRUCTURAL
S001 STRUCTURAL NOTES AND DRAWING LIST
S002 STRUCTURAL NOTES
S003 STRUCTURAL ABBREVIATIONS AND SYMBOLS
S004 STATEMENT OF SPECIAL INSPECTIONS
S005 STATEMENT OF SPECIAL INSPECTIONS
S006 STATEMENT OF SPECIAL INSPECTIONS
S101 LOAD MAPS
S201 FOUNDATION PLAN
S202 LOW ROOF FRAMING PLAN
S203 HIGH ROOF FRAMING PLAN
S204 DLT PANEL PLAN
S301 BRACED FRAME ELEVATIONS
S311 FRAMING ELEVATIONS
S401 TYPICAL CONCRETE DETAILS
S402 TYPICAL CONCRETE DETAILS
S501 TYPICAL STEEL DETAILS
S502 TYPICAL STEEL DETAILS
S503 TYPICAL STEEL DETAILS
S511 STEEL DETAILS
S512 STEEL DETAILS
S521 STEEL SFRS DETAILS
S522 STEEL SFRS DETAILS
S601 TYPICAL WOOD DETAILS
S602 TYPICAL WOOD DETAILS
S603 TYPICAL WOOD DETAILS
S604 TYPICAL WOOD DETAILS
S605 TYPICAL WOOD DETAILS
S611 WOOD DETAILS
S612 WOOD DETAILS
S613 WOOD DETAILS
S614 WOOD DETAILS
MECHANICAL
M0.00 GENERAL NOTES, ABBREVIATIONS AND SHEET INDEX
M0.01 MECHANICAL LEGEND
M1.00 MECHANICAL SCHEDULES
M1.01 MECHANICAL SCHEDULES
M1.02 MECHANICAL SCHEDULES
M2.01 HVAC FLOOR PLAN
M2.03 HVAC ROOF PLAN
M3.00 HVAC ENLARGED PLANS
M4.00 HVAC DETAILS & SECTIONS
M4.01 HVAC DETAILS & SECTIONS
M4.02 HVAC DETAILS & SECTIONS
M4.03 HVAC DIAGRAMS
M4.04 HVAC DIAGRAMS
MP2.01 HVAC PIPING FLOOR PLAN
MP2.02 HVAC PIPING LOW ROOF PLAN
ELECTRICAL
E0.00 GENERAL NOTES, ABBREVIATIONS AND SHEET INDEX
E0.01 ELECTRICAL LEGEND
E1.00 ELECTRICAL SCHEDULES
E2.00 ELECTRICAL SITE PLAN
E2.01 ELECTRICAL FLOOR PLAN
E2.02 ELECTRICAL LOW ROOF PLAN
E2.04 ELECTRICAL ROOF PLAN
E3.01 SYSTEMS FLOOR PLAN
E4.01 LIGHTING FLOOR PLAN
E5.01 DETAILS AND ENLARGED PLANS
E6.00 POWER ONE-LINE DIAGRAM
E8.00 PANEL SCHEDULES
E8.01 PANEL SCHEDULES
E8.02 PANEL SCHEDULES
LIGHTING
LT500 LUMINAIRE SCHEDULE
LT501 ENERGY CODE
PLUMBING
P0.00 GENERAL NOTES, ABBREVIATIONS, LEGEND AND SHEET INDEX
P0.01 PLUMBING LEGENDS
P1.00 PLUMBING SCHEDULES
P2.00 PLUMBING FOUNDATION PLAN
P2.01 PLUMBING FLOOR PLAN
P2.02 PLUMBING LOW ROOF PLAN
P2.03 PLUMBING ROOF PLAN
P4.00 PLUMBING DETAILS & SECTIONS
FIRE PROTECTION
FP0.00 GENERAL NOTES, ABBREVIATIONS AND SHEET INDEX
FP2.01 FIRE PROTECTION FLOOR PLAN
FP2.02 FIRE PROTECTION FLOOR PLAN
DRAWING ISSUE
2025/06/13 PERMIT
1 2025/10/07 PERMIT REVISION 1
2 2025/12/12 PERMIT REVISION 2
GENERAL NOTES
THE CONTRACTOR SHALL BE GOVERNED BY ALL CONDITIONS AS INDICATED IN THE
CONSTRUCTION DRAWINGS AND SPECIFICATIONS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY IN THE AREA OF WORK IN ACCORDANCE
WITH ALL APPLICABLE SAFETY CODES.
THE CONTRACTOR SHALL INDEMNIFY AND HOLD JOHNSTON ARCHITECTS TEAM AND OWNER
HARMLESS FOR INJURY OR DEATH TO PERSONS OR FOR DAMAGE TO PROPERTY CAUSED BY
NEGLIGENCE OF CONTRACTOR, HIS AGENT, EMPLOYEES, OR SUBCONTRACTORS.
EACH CONTRACTOR / SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK
AND IS RESPONSIBLE FOR THE REPAIR OF SAID DAMAGE AT THEIR OWN EXPENSE.
THE CONTRACTOR SHALL REPORT ERRORS AND OMISSIONS TO THE ARCHITECT IMMEDIATELY IN
WRITING. DO NOT VARY OR MODIFY THE WORK SHOWN EXCEPT UPON WRITTEN INSTRUCTIONS
FROM THE ARCHITECT.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WALL BLOCKING AS REQUIRED
FOR ALL WALL AND CEILING MOUNTED ITEMS. COORDINATE WITH THE ARCHITECT AND / OR
OWNER FOR ALL LOCATIONS OF MOUNTED ITEMS WHICH ARE N.I.C.
ALL CONSTRUCTION SHALL BE STABILIZED AGAINST LATERAL MOVEMENT IN ACCORDANCE WITH
REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE I.B.C. IN THE LOCAL JURISDICTION
AND IN STRICT ACCORDANCE WITH THE STRUCTURAL DETAILS OF THIS SET OF DRAWINGS.
ALL WORK SHALL BE INSTALLED TRUE, PLUMB, SQUARE, LEVEL AND IN PROPER ALIGNMENT.
OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACES WILL BE FLUSH.
IF APPLICABLE TO THE PROJECT, MECHANICAL, ELECTRICAL, VERTICAL TRANSPORTATION, &
SPRINKLER WORK CONDUCTED UNDER SEPARATE PERMIT & ARE THE RESPONSIBILITY OF THE
GENERAL CONTRACTOR OR THEIR SUBCONTRACTOR
INSTALL ALL FIXTURES, EQUIPMENT, AND MATERIALS PER MANUFACTURER'S SPECIFICATION.
EACH CONTRACTOR / SUBCONRACTOR SHALL BE RESPONSIBLE FOR LEAVING ALL AREAS CLEAN
AND READY FOR THEIR INTENDED USE.
CONTRACTOR SHALL GUARANTEE ALL WORK AGAINST FAULT OF ANY MATERIAL OR
WORKMANSHIP FOR PERIOD OF ONE YEAR AFTER COMPLETION AND ACCEPTANCE. FAULTY
WORK SHALL BE REPLACED OR REPAIRED AS REQUIRED AT THE CONTRACTOR'S EXPENSE.
1.A
1.B
1.C
1.D
1.E
1.F
1.G
1.H
1.I
1.J
1.K
1.L
1.M
1. GENERAL:
THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT. AUTHORIZED REPRODUCTION
MUST BEAR THE NAME OF THE FIRM.
IN CASE OF DISCREPANCY OR AMBIGUITY, CONTACT THE ARCHITECT FOR CLARIFICATION PRIOR TO
PROCEEDING WITH ANY WORK.
DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF
CONSTRUCTION SHALL BE USED ONLY SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT.
CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR THE ARCHITECT'S APPROVAL PRIOR TO
MANUFACTURE OF ANY CABINET WORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM
SHOP FABRICATED WORK.
DRAWINGS INCLUDE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS SPECIFICALLY USED ON THE PROJECT. THE ARCHITECT WILL DEFINE THE INTENT OF ANY DEFINITION OR
TERM IN QUESTION.
3.A
3.B
3.C
3.D
3.E
3. DRAWINGS:
ALL WORK SHALL BE IN COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES INCLUDING BUT NOT LIMITED TO THE LATEST ADOPTED EDITION OF THE I.B.C., THE GOVERNING ENERGY CODE AND MECHANICAL CODE WITHIN THE JURISDICTION OF THE PROJECT. IN CASE OF CONFLICT WHERE METHODS OR STANDARDS OF INSTALLATION OR MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE ORDINANCES SHALL GOVERN. NOTIFY
THE ARCHITECT OF ANY CONFLICT.
IMPORTANT: IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND EACH AND EVERY
SUBTRADE TO ENSURE EVERY ASPECT OF THIS WORK IS IN COMPLIANCE WITH THE PREVAILING CODES.
2.A
2.B
2. CODES:
DO NOT SCALE THESE DRAWINGS. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY.
THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO
PROCEEDING WITH THE ITEM OF WORK.
DIMENSIONS ON THE PLANS ARE TO FACE OF STRUCTURE, UNLESS OTHERWISE NOTED.
4.A
4.B
4. DIMENSIONS:
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION AND COORDINATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS.
5.A
5. COORDINATION:
IF APPLICABLE TO THE PROJECT, FIRE PROTECTION CONTRACTORS SHALL PROVIDE FIRE PROTECTION DRAWINGS REQUIRED BY GOVERNING AUTHORITY. DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW.
PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF FIRE RATED ELEMENTS REQUIRED BY THE FIRE OFFICIAL.
ALL NEW DETECTORS TO BE COMBINATION SMOKE AND CARBON MONOXIDE ALARMS
ALL NEW COMBINATION DETECTORS TO BE HARDWIRED AND INTERCONNECTED.
6.A
6.B
6.C
6.D
6. FIRE PROTECTION:
THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL CODES AND
OBTAINING ALL NECESSARY PERMITS.
ALL FIXTURE & SWITCH DEVIATIONS FROM DIMENSIONED LOCATIONS MUST BE APPROVED BY THE ARCHITECT.
THE ELECTRICAL CONTRACTOR SHALL VERIFY THE LOCATION OF EACH CORE DRILL WITH THE EXISTING STRUCTURE, PIPING, CONDUIT, ETC. AND SHALL NOTIFY THE ARCHITECT OF ANY CONFLICTS OR
OBSTRUCTIONS, IF APPLICABLE.
ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS SHOULD BE CALLED
TO THE ATTENTION OF THE ARCHITECT.
ALL NEW ELECTRICAL/TELEPHONE OUTLETS ARE TO BE MOUNTED VERTICALLY AT 15" AFF UNLESS OTHERWISE NOTED. ALL WALL MOUNTED RECEPTACLES LOCATED IN CASEWORK ARE TO BE MOUNTED HORIZONTALLY
UNLESS OTHERWISE NOTED.
SPECIAL HEIGHTS ARE NOTED ADJACENT TO THE OUTLET.
THE ELECTRICAL CONTRACTOR SHALL INCLUDE THE CODE REQUIRED NUMBER, SPACING, AND TYPE OF ELECTRICAL OUTLETS IN THEIR BID PROPOSAL AND PROVIDE THOSE FOR THE PROJECT, EVEN IF THOSE
OUTLETS ARE IN EXCESS OF WHAT IS INDICATED ON THE DRAWINGS.
ALL ELECTRICAL LIGHTING FIXTURES SHALL BE DIMMABLE UNO.
7.A
7.B
7.C
7.D
7.E
7.F
7.G
7.H
7. ELECTRICAL NOTES:
ALL HVAC SYSTEMS ARE TO COMPLY WITH ALL APPLICABLE CODES.
THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WITH
MECHANICAL DRAWINGS AS WELL AS SHOP DRAWINGS BEFORE PROCEEDING WITH WORK.
8.A
8.B
8. MECHANICAL NOTES:
ALL FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAM-1PLES AND REQUIRE THE
ARCHITECT'S APPROVAL PRIOR TO INSTALLATION.
9.A
9. FINISH NOTES:
EARTH, UNDISTURBED
EARTH, COMPACTED FILL
SAND, GROUT
POROUS FILL
CONCRETE
CEMENTITIOUS UNDERLAYMENT
STEEL, OTHER METALS
PLYWOOD
WOOD BLOCKING OR SHIM
WOOD FRAMING, CONTINUOUS
GLUED-LAMINATED WOOD
ORIENTED STRAND BOARD
PARTICLEBOARD
FINISHED WOOD
BATT INSULATION
RIGID INSULATION
MATERIAL LEGEND
SPRAY FOAM
GYPSUM WALL BOARD
E
X X
144.25'
NEW COLUMN GRIDS
EXIST/ADJACENT BLDG
COLUMN GRIDS
NORTH ARROW
BUILDING ELEVATION
DRAWING NUMBER
SHEET NUMBER
INTERIOR ELEVATION
DRAWING NUMBER
SHEET NUMBER
BUILDING SECTION
DRAWING NUMBER
SHEET NUMBER
WALL SECTION
DRAWING NUMBER
SHEET NUMBER
DETAIL
DRAWING NUMBER
SHEET NUMBER
SPOT ELEVATION
MATCHLINE
DRAWING SHT
SHOWING ADJ CONDITION
DATUM / CONTROL POINT
CONTOURS
REVISED CONTOURS
EXISTING CONTOURS
EXISTING WALL
NEW WALL
WALL TO BE REMOVED
FINISH TAG
CEILING TAG
ROOM TAG
DOOR TAG
WINDOW TAG
ASSEMBLY TAG
(WALL, FLOOR, CLG, ROOF)
REVISION TAG /
REVISION CLOUD
C1 1' - 0"
ALUM - 1
A310
1A
1B
1C
1D
A1 A201
A1 A210
A1 A501
AA
MATCH LINE
SEE XX/X-XXX
A1 A210
ROOM NAME
SYMBOL LEGEND
W12 2x6
FD FLOOR DRAIN
A.01 FURNITURE TAG
PT-1
CEILING TYPE, MATERIAL
CEILING HEIGHT
DEFERRED SUBMITTALS
FIRE SPRINKLERS
ELECTRICAL
FIRE ALARM SYSTEMS
AGGREGATE PIERS
PRE-MANUFACTURED ROOF TRUSSES
BUCKLE-RESTRAINT-BRACING
1.
2.
3.
4.
5.
6.
REFERENCE DOCUMENTS
GEOTECHNICAL INVESTIGATION AND SITE-SPECIFIC SEISMIC HAZARD
EVALUATION: 06/04/2004
1.
MEMBRANE LEGEND
AIR BARRIER (AB)
WEATHER RESISTANT BARRIER (WRB)
SELF-ADHERED MEMBRANE (SAM)
SHEET METAL FLASHING (FSM)
VAPOR PERMEABLE ROOF
UNDERLAYMENT (R-UL-VP)
FLUID APPLIED FLASHING (FAF)
VAPOR BARRIER & 2 LAYERS OF GEOTEXTILE (VB)
Johnston Architects, LLC 3131 Western Ave, Suite 510 Seattle, WA 98121 t 206.523.6150 f 206.523.9382
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GENERAL NOTES,
ABBREVIATIONS,
SYMBOLS
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WRB WEATHER RESISTIVE BARRIER
LAV LAVATORY WDW WINDOW
LAM LAMINATE(D), LIQUID APPLIED MEMBRANE WD "WOOD, WOOD DOOR"
L LENGTH WC WATER CLOSET
KW KILOWATT W/O WITHOUT
KIT KITCHEN W/D WASHER / DRYER
JST JOIST (S) W/ WITH
JAN JANITOR W "WEST, WIDTH, WASHER"
INT INTERIOR V VOLT
INSUL INSULATION VIF VERIFY IN FIELD
INFO INFORMATION VERT VERTICAL
INCL INCLUDING (ED) VCT VINYL COMPOSITION TILE
IN INCH (S) UTIL UTILITY
IIC IMPACT ISOLATION CLASS UNO UNLESS NOTED OTHERWISE
IE INVERT ELEVATION UL UNDERWRITERS LABORATORIES
ID INSIDE DIAMETER UBC UNIFORM BUILDING CODE
HWH HOT WATER HEATER TYP TYPICAL
HVAC HEATING, VENTILATION, AND AIR CONDITIONING TV TELEVISION
HSS HOLLOW STRUCTURAL SECTION T.O.W. TOP OF WALL
HR HOUR T.O.S. TOP OF STRUCTURE
HORIZ HORIZONTAL T.O.C. TOP OF CURB
HO HOLD OPEN T.O.B. TOP OF BEAM
HM HOLLOW METAL THRU THROUGH
HLDN HOLDDOWN THK THICK (NESS)
HDWD HARDWOOD TFF TOP OF FINISH FLOOR
HDW HARDWARE TEMP TEMPORARY
HDR HEADER TBD TO BE DETERMINED
HB HOSE BIBB T&G TONGUE AND GROOVE
HT HEIGHT T TREAD
GWB GYPSUM WALL BOARD SUSP SUSPEND(ED)
GSM GALVANIZED SHEET METAL STRUCT STRUCTURE (AL)
GOVT GOVERNMENT STOR STORAGE
GLU... GLUED LAMINATED WOOD STL STEEL
GL GLASS STD STANDARD
GEN GENERAL STC SOUND TRANSMISSION CLASS
GC GENERAL CONTRACTOR SST STAINLESS STEEL
GB GRAB BAR SS "SANITARY SEWER,STANDING SEAM"
GAR GARAGE SQ IN SQUARE INCH
GALV "GALVANIZED, GALVANIC" SQ SQUARE
GA GAUGE SPEC SPECIFICATION
G NATURAL GAS SP STANDPIPE
FURN FURNITURE SIM SIMILAR
FTG FOOTING SHT SHEET
FT "FOOT, FEET" SF SQUARE FOOT (FEET)
FRMG FRAMING SD STORM DRAIN
FPL FIREPLACE SCHED SCHEDULE
FPHB FROSTPROOF HOSE BIBB SAM SELF-ADHERED MEMBRANE
FOS FACE OF STUDS S SOUTH
FOM FACE OF MASONRY RWL RAINWATER LEADER
FOIO FURNISHED BY OWNER INSTALLED BY OWNER RT RIGHT
FOIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR RPM REVOLUTIONS PER MINUTE
FOF FACE OF FINISH ROW RIGHT OF WAY
FOC FACE OF CONCRETE RO ROUGH OPENING
FM FACTORY MANUAL RM ROOM
FF FINISH FLOOR RHR RIGHT HAND REVERSE
FLR FLOOR RH "ROOF HATCH, RIGHT HAND"
FL FLASHING REV REVISION (S), REVISED
FIN FINISH (ED) RESIL RESILIENT
F.G. FINISH GRADE REQD REQUIRED
FE FIRE EXTINGUISHER REINF REINFORCE (D), (ING)
FDN FOUNDATION REF REFER (ENCE), REFRIGERATOR
FD FLOOR DRAIN REC RECESSED
FAM FLUID APPLIED MEMBRANE RD ROOF DRAIN, ROAD
EXT EXTERIOR RCP REFLECTED CEILING PLAN
EXP EXPANSION R RADIUS, RISER
EXH EXHAUST QTY QUANTITY
EW EACH WAY PVG PAVING
EST ESTIMATE (D) PVC POLYVINYL CHLORIDE
ESMT EASEMENT PVA POLYVINYL ACRYLIC
EQUIP EQUIPMENT PTN PARTITION
EQ EQUAL PT POST-TENSIONED, PRESSURE TREATED
ENCL ENCLOSE (URE) PTD PAINTED
ELEC ELECTRIC (AL) PSL PARALLEL STRAND LUMBER
EL ELEVATION PSI POUNDS PER SQUARE INCH
EIFS EXTERIOR INSULATION AND FINISH SYSTEM PSF POUNDS PER SQUARE FOOT
EA EACH PROP PROPERTY
E EAST PROJ PROJECT
(E) EXISTING PRKG PARKING
DWR DRAWER PRELIM PRELIMINARY
DWG(S) DRAWINGS PREFAB PREFABRICATED
DW DISHWASHER PRCST PRECAST
DS DOWNSPOUT PR PAIR
DN DOWN POLYISO POLYISOCYANURATE
DIM DIMENSION PLWD PLYWOOD
DB DECIBEL PLAM PLASTIC LAMINATE
⌀ OR DIADIAMETER PL PROPERTY LINE
DET DETAIL PERP PERPENDICULAR
DEPT DEPARTMENT PERM PERMANENT
DEMO "DEMOLISH, DEMOLITION" PERIM PERIMETER
° OR... DEGREES PERF PERFORATED
CT CERAMIC TILE PCP PORTLAND CEMENT PLASTER
CSMT CASEMENT PBD PARTICLE BOARD
CPT CARPET (ED) OVHD OVERHEAD
COORD COORDINATE OPP HAND OPPOSITE HAND
CONT CONTINUOUS OH OVERHANG
CONC CONCRETE OFF OFFICE
COL COLUMN OD "OUTSIDE DIAMETER, DIMENSION"
CO CLEAN OUT OC ON CENTER
CMU CONCRETE MASONRY UNIT OA OVERALL
CLR CLEAR NTS NOT TO SCALE
CLG CEILING N NORTH
CL CENTERLINE NOM NOMINAL
CIP CAST-IN-PLACE (CONCRETE) NIC NOT IN CONTRACT
CI CAST IRON (N) NEW
CH CHANNEL MULL MULLION
CFOI CONTRACTOR FURNISHED; OWNER INSTALLED MTL METAL
CFM CUBIC FEET PER MINUTE MO MASONRY OPENING
C.C. CENTER TO CENTER MISC MISCELLANEOUS
CB CATCH BASIN MIRR MIRROR
CAB CABINET MIN "MINIMUM, MINUTE"
BTU BRITISH THERMAL UNIT MFR MANUFACTURER
BSMT BASEMENT MFD MANUFACTURED
BR BEDROOM MEZZ MEZZANINE
BOF BOTTOM OF FOOTING MEP MECHANICAL, ELECTRICAL, PLUMBING
BO BOTTOM OF MEMB MEMBRANE
BM BEAM MECH MECHANICAL
BLKG BLOCKING MC MEDICINE CABINET
BLDG BUILDING MBR MASTER BEDROOM
BITUM BITUMINOUS MAX MAXIMUM
AWI ARCHITECTURAL WOODWORKING INSTITUTE MATL MATERIAL
ASTM AMERICAN SOCIETY OF TESTING MATERIALS MAG MAGNET(IC)
ARCH ARCHITECT (URAL) MACH RM MACHINE ROOM
APPR... APPROXIMATE LVL LAMINATED VENEER LUMBER
AP ACCESS PANEL LTG LIGHTING
AFF ABOVE FINISH FLOOR LR LIVING ROOM
AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL
ADJ ADJACENT LOC LOCATION
ADDL ADDITIONAL LNDSCP LANDSCAPE
ADA AMERICANS WITH DISABILITIES ACT LHR LEFT HAND REVERSE
ACST ACOUSTICAL LH LEFT HAND
AB ANCHOR BOLT LF LINEAL FOOT/FEET
∠ ANGLE LB (S) POUND (S)
ABBREVIATIONS
DRAWING ISSUE
2025/06/13 PERMIT
1 2025/10/07 PERMIT REVISION 1
BUILDING CODE SUMMARY
CODE: 2021 INTERNATIONAL BUILDING CODE
2021 WASHINGTON STATE ENERGY CODE
AMENDMENTS: AS ADOPTED AND AMENDED BY THE STATE OF
WASHINGTON AND THE CITY OF SUMNER
OCCUPANCY CLASSIFICATIO AND USE
302.1 OCCUPANCY CLASSIFICATION
LIBRARY: A-3
GENERAL BUILDING HEIGHTS AND AREAS
HEIGHT LIMITATIONS (TABLE 504.3)
ALLOWABLE HEIGHT: 60 FT FOR TYPE V-B SPRINKLERED
BUILDING HEIGHT PROPOSED: 30 FT 1 INCH
ALLOWABLE NUMBER OF STORIES (TABLE 504.4)
NO. OF STORIES: 2 STORIES
NO. OF STORIES PROPOSED: 1 STORY
ALLOWABLE FLOOR AREA (TABLE 506.2)
24,000 SF FOR A-3, TYPE V-B S1
PROPOSED FLOOR AREA: 17,000 SF
TYPES OF CONSTRUCTION
FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (TABLE 601)
NONE RATED FOR TYPE V-B
CONSTRUCTION CLASSIFICATION
PROPOSED: TYPE V-B PER 602.5
TABLE 1106.2 ACCESSIBLE PARKING
51 OFF-STREET PARKING STALLS ARE PROVIDED, INCLUDING 3 ACCESSIBLE PARKING STALLS.
1106.6 VAN SPACES
1 SPACE OF THE 3 ACCESSIBLE STALLS REQUIRED TO BE VAN-ACCESSIBLE SPACE.
1008.3 ILLUMINATION LEVEL UNDER EMERGENCY POWER
EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION
THAT IS NOT LESS THAN 1 FOOT CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT
CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION
LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT CANDLE (6 LUX) AVERAGE AND A
MINIMUM AT ANY POINT 0.06 FOOT CANDLE (0.6 LUX) AT THE END OF EMERGENCY LIGHTING
DURATION. A MXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT
BE EXCEEDED.
1009.1 ACCESSIBLE MEANS OF EGRESS REQUIRED
FOUR (4) ACCESSIBLE MEANS OF EGRESS ARE PROVIDED FROM THE BUILDING. REFER TO
PLAN FOR LOCATIONS.
1010.2 DOOR OPERATIONS
DOOR HARDWARE COMPLIES WITH THE FOLLOWING SECTIONS:
• 1010.1.6 THRESHOLDS
• 1010.2.1 UNLATCHING SHOULD NOT REQUIRE MORE THAN ONE MOTION.
• 1010.2.2 HARDWARE SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING
• 1010.2.4 LOCKS AND LATCHES
1010.2.9 PANIC AND FIRE EXIT HARDWARE:
FOR GROUP A, SPACES WITH OCCUPANT LOAD MORE THAN 50 SHALL NOT BE PROVIDED WITH
A LATCH OR LOCK OTHER THAN PANIC HARDWARE OR FIRE EXIT HARDWARE.
TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE
'A' OCCUPANCY GROUP - 250 FT (WITH SPRINKLER SYSTEM)
INTERIOR FINISHES
INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY (TABLE 803.13)
CLASS C FOR ROOMS AND ENCLOSED SPACES
AUTOMATIC SPRINKLER SYSTEM
[F] 903.2.1.3 GROUP A-3
AUTOMATIC FIRE SPRINKLER REQUIRED
[F] 906.1 PORTABLE FIRE EXTINGUISHERS, WHERE REQUIRED
PORTABLE FIRE EXTINGUISHERS ARE REQUIRED FOR GROUP A.
[F] TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARD
REQUIRES FIRE EXTINGUISHERS RATED 2-A WITH MAXIMUM 3,000 SF PER UNIT, MAXIMUM AREA OF 11,250 SF, AND MAXIMUM DISTANCE OF 75 FT. WITH FLOOR AREA OF 17,000 SF WILL REQUIRE
SIX (6) FIRE EXTINGUISHERS MINIMUM.
[F] SUMNER MUNICIPAL CODE 15.24.080: 907.1.4.1
MANUAL PULL STATIONS ARE REQUIRED AT EACH EXIT.
FIRE AND SMOKE PROTECTION FEATURES
FIRE-RESISTANCE RATING FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (TABLE 705.5)
NOT REQUIRED FOR OCCUPANCY GROUP A TYPE V-B WITH MORE THAN 10' DISTANCE
PROPOSED: FIRE SEPARATION DISTANCE MORE THAN 20' IN ALL DIRECTIONS
MAXIMUM AREA OF EXTERIOR WALL OPENINGS (TABLE 705.8)
NO LIMIT FOR UNPROTECTED, SPRINKLERED FOR MORE THAN 20'
PROPOSED: FIRE SEPARATION DISTANCE MORE THAN 20' IN ALL DIRECTIONS
FIRE WALL FIRE-RESISTANCE RATING (TABLE 706.4)
NO FIRE WALL REQUIRED
FIRE FLOW REQUIREMENTS (APPENDIX B)
PER TABLE B105.1(2) FOR TYPE V-B 15,601 - 18,000 SF BUILDING MINIMUM FIREFLOW IS
3,500 GALLON/MINUTE. PER TABLE B105.2, FOR SPRINKLERED BUILDING MINIMUM FIREFLOW
IS 25% X 3,500 = 875 GALLON/MINUTE. FIREFLOW OF 6,469 GALLON/MINUTE AT 20 PSI PROVIDED
(CITY OF SUMNER).
GENERAL MEANS OF EGRESS
1003.2 CEILING HEIGHT
PROPOSED CEILINGS ARE MORE THAN 7'-6". SEE CEILING PLAN.
1004.1 DESIGN OCCUPANT LOAD
SEE FIRE AND LIFE SAFETY PLAN.
1004.2 CUMULATIVE OCCUPANT LOAD
WHERE THE PATH OF EGRESS TRAVEL INCLUDES INTERVENING ROOMS, AREAS OR SPACES,
CUMULATIVE OCCUPANT LOADS SHALL BE DETERMINED IN ACCORDANCE WITH THIS SECTION.
1004.2.1 INTERVENING SPACES OR ACCESSORY AREAS
WHERE OCCUPANTS EGRESS FROM ONE OR MORE ROOMS, AREAS OR SPACES THRU OTHERS,
THE DESIGN OCCUPANT LOAD SHALL BE THE COMBINED OCCUPANT LOAD OF INTERCONNECTED
ACCESSORY OR INTERVENING SPACES.
1004.5 AREAS WITHOUT FIXED SEATING
THE NUMBER OF OCCUPANTS SHALL BE COMPUTED AT THE RATE OF ONE OCCUPANT PER UNIT
OF AREA AS PRESCRIBED IN TABLE 1004.5.
1004.7: OUTDOOR AREAS
YARDS, PATIOS, OCCUPIED ROOFS, COURTS AND SIMILAR OUTDOOR AREAS ACCESSIBLE TO AND
USABLE BY THE BUILDING OCCUPANTS SHALL BE PROVIDED WITH MEANS OF EGRESS AS
REQUIRED BY THIS CHAPTER. THE OCCUPANT LOAD OF SUCH OUTDOOR AREAS SHALL BE
ASSIGNED BY THE BUILDING OFFICIAL IN ACCORDANCE WITH THE ANTICIPATED USE. WHERE
OUTDOOR AREAS ARE TO BE USED BY PERSONS IN ADDITION TO THE OCCUPANTS OF THE
BUILDING, AND THE PATH OF EGRESS TRAVEL FROM THE OUTDOOR AREAS PASSES THROUGH
THE BUILDING, MEANS OF EGRESS REQUIREMENTS FOR THE BUILDING SHALL BE BASED ON THE
SUM OF THE OCCUPANT LOADS OF THE BUILDING PLUS THE OUTDOOR AREAS.
1005.3.2: EGRESS DOOR MIN ALLOWABLE WIDTH
• OTHER EGRESS COMPONENTS: OCCUPANT LOAD x 0.2" (1005.3.2)
• MIN DOOR WIDTH 32" CLEAR (MAX LEAF 48" NOMINAL)
• DOORS WHEN FULLY OPEN MAY NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 7", DOORS
IN ANY POSITION MAY NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 1/2
1006.2.1 EGRESS BASED ON OCCUPANT LOAD & COMMON PATH OF EGRESS TRAVEL DISTANCE
TWO EXITS OR EXIT ACCESS DOORWAYS FORM ANY SPACE SHALL BE PROVIDED WHERE THE
DESIGN OCCUPANT LOAD OR THE COMMON PATH OF EGRESS TRAVEL DISTANCE EXCEEDS THE
VALUES LISTED IN TABLE 1006.2.1.
NONE OF THE AREA AFFECTED BY THIS PROJECT WILL HAVE EGRESS TRAVEL DISTANCE
EXCEEDING THE VALUES IN TABLE 1006.2.1
1006.2.1.1 THREE OR MORE EXIT OR EXIT ACCESS DOORWAYS
THREE EXITS OR EXIT ACCESS DOORWAYS SHALL BE PROVIDED FROM ANY SPACE WITH AN
OCCUPANT LOAD OF 501 TO 1000.
1007.1.1 TWO EXITS OR EXIT ACCESS DOORWAYS
WHERE TWO EXITS/EXIT ACCESS DOORWAYS ARE REQUIRED FROM ANY PORTION OF THE EXIT
ACCESS, THEY SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF OF
THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE
SERVED MEASURED IS A STRAIGHT LINE BETWEEN THEM.
EXCEPTION 2:
WHERE A BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 or 903.3.1.2, THE SEPARATION DISTANCE SHALL BE NOT LESS THAN ONE THIRD
OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED.
TABLE 429.2 ELECTRIC VEHICLE CHARGING INFRASTRUCTURE
GROUP A AND B OCCUPANCIES REQUIRE 10% OF TOTAL PARKING SPACES TO HAVE EV
CHARGING STATIONS, 10% TO BE EV-READY PARKING SPACES, AND 10% TO BE EV-CAPABLE
PARKING SPACES.
51 TOTAL PARKING SPACES:
5.1 EV-CHARGING STATIONS ROUNDS UP TO 6 STATIONS
5.1 EV-READY PARKING SPACES ROUNDS UP TO 6 SPACES
5.1 EV-CAPABLE PARKING SPACES ROUNDS UP TO 6 SPACES.
CUP-2024-0007 - REDUCED PARKING COUNT
APPROVED CONDITIONAL USE PERMIT FOR THE PROJECT, BASED ON TRAFFIC REPORT
RECOMMENDATIONS, WAS TO PROVIDE 54 PARKING SPACES (INCLUDING ON-STREET
PARKING.) THE PROJECT IS PROVIDING 51 OFF-STREET PARKING SPACES, 3 ON-STREET
PARKING SPACES, AND ONE DROP-OFF AREA LOCATED ON-STREET.
C406 ADDITIONAL ENERGY EFFICIENCY CREDITS
OCCUPANCY GROUP: ALL OTHER
EFFICIENCY CREDITS REQUIRED = 49
EFFICIENCY MEASURE EARNED CREDITS
TABLE C406.2(1) #7 (OCC A, NOTE C): HIGH PERFORMANCE DOAS 40
TABLE C406.2(1) #9 : 10% REDUCED LIGHTING POWER 15
TABLE C406.2(1) #14 : RENEWABLE ENERGY 11
TOTAL 66
C406 LOAD MANAGEMENT CREDITS
OCCUPANCY GROUP: ALL OTHER
LOAD MANAGEMENT CREDITS REQUIRED = 26
LOAD MANAGEMENT MEASURE EARNED CREDITS
TABLE C406.3 #2: HVAC LOAD MANAGEMENT 26
TOTAL 26
ZONING SUMMARY:
ADDRESS 15126 MAIN STREET EAST
SUMNER, WA 98390
JURISDICTION CITY OF SUMNER
PARCEL NUMBER 0520197067
(FORMERLY PARCELS 0520197015, 0520193060 AND 0520197014)
ZONE GENERAL COMMERCIAL (AT THE LIBRARY BUILDING)
LOW DENSITY RESIDENTIAL (PARTIALLY AT SOUTH
PORTION OF ON-SITE PARKING)
ADJECENT ZONES LOW DENSITY RESIDENTIAL
LOT AREA 1.689 ACRES/73,573 SF
THE PROJECT HAS BEEN APPROVED THROUGH THE CITY OF SUMNER SEPA (SEPA-2024-0018) AND CUP
(CUP-2024-7), THEREFORE IT MEETS THE CITY OF SUMNER ZONING CODE FOR DEVELOPMENT
REQUIREMENTS, THE CITY OF SUMNER DESIGN AND DEVELOPMENT GUIDELINES FOR GENERAL
COMMERCIAL ZONE, AND THE CITY OF SUMNER EAST MAIN STREET DESIGN STRATEGY.
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(URINALS MAY REPLACE WCs AT A RATIO
OF 1 UR PER 2/3 WC)
TOTAL PROVIDED 3 0 5 3 5 2
TOTAL REQ'D (ROUNDED UP) 3 4 2 2 2
TOTAL REQ'D 2.1 3.2 1.29 1.29 -
B 40 20 25 25 0.8 0.8 40 40 0.5 0.5 - A 314 157 125 65 1.3 2.4 200 200 0.79 .79 -
WC UR WC 2
GROUP OCCUPANTS PER SEX MALE FEMALE MALE FEMALE MALE FEMALE MALE FEMALE REQ'D
OCCUPANCY TOTAL OCCUPANTS WC LOAD WC REQ'D PER SEX LAV LOAD LAV REQ'D PER SEX DRNKNG FNTN
PER IBC CHAPTER 29 AND TABLE 2902.1
PLUMBING FIXTURE COUNT TABLE:
DRAWING ISSUE
2025/06/13 PERMIT
1 2025/10/07 PERMIT REVISION 1
LEVEL 1
69.50'
T.O. STEEL - UPPER ROOF
96.83'
T.O. WALL PLATE
80.50'
2345678910 1.7 1.3
T.O. SHEATHING - MECH
WELL
84.25'
B.O. SOFFIT
80.25'
T.O. PARAPET
99.58'
LEVEL 1
69.50'
T.O. STEEL - UPPER ROOF
96.83'
T.O. WALL PLATE
80.50'
2 3 4 5 6 7 8 9 101.71.3
T.O. SHEATHING - MECH
WELL
84.25'
B.O. SOFFIT
80.25'
T.O. PARAPET
99.58'
LEVEL 1
69.50'
T.O. STEEL - UPPER ROOF
96.83'
A
T.O. WALL PLATE
80.50'
C D E F GB
T.O. SHEATHING - MECH
WELL
84.25'
B.O. SOFFIT
80.25'
T.O. PARAPET
99.58'
LEVEL 1
69.50'
T.O. STEEL - UPPER ROOF
96.83'
A
T.O. WALL PLATE
80.50'
C D E F GB
T.O. SHEATHING - MECH
WELL
84.25'
B.O. SOFFIT
80.25'
T.O. PARAPET
99.58'
LEVEL 1
69.50'
T.O. STEEL - UPPER ROOF
96.83'
A
T.O. WALL PLATE
80.50'
C D E F GB
T.O. SHEATHING - MECH
WELL
84.25'
B.O. SOFFIT
80.25'
T.O. PARAPET
99.58'
LEVEL 1
69.50'
T.O. STEEL - UPPER ROOF
96.83'
A
T.O. WALL PLATE
80.50'
C D E F GB
T.O. SHEATHING - MECH
WELL
84.25'
B.O. SOFFIT
80.25'
T.O. PARAPET
99.58'
AA
CC
D
E
F
G
1.7
1.7
BB
1.3
1.3
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PRESSURE
BOUNDARY
DIAGRAMS
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SECTION E-W AT PROGRAM ROOM / WORKROOM1
SECTION E-W AT CHILDRENS / STACKS / MECH WELL3
SECTION N-S AT TEENS / STACKS5
SECTION N-S AT PROGRAM / CHILDRENS6
SECTION N-S AT STACKS / STUDY ROOM7
SECTION N-S AT LOBBY / HELP DESK8
PRESSURE BOUNDARY FLOOR PLAN2
DRAWING ISSUE
2025/06/13 PERMIT
COPY/PRINT AREA
CHILDREN'S
OUTDOOR AREA
PATIO
EAVE ABOVE
EAVE ABOVE, LESS THAN 4'
SUNSCREEN
ABOVE
SUNSCREEN
ABOVE
ADULTS
OUTDOOR AREA
OCCUPANCY TYPE
A3
B
N/A
28 occs.
550 SF
1 exits req.
TEEN STUDY
ROOM
A3
20 SF
27 occs.
534 SF
1 exits req.
PROGRAM
ROOM
A3
20 SF
122 8 occs.
149 SF
1 exits req.
SENSORY RM
A3
20 SF
9 occs.
414 SF
1 exits req.
TEENS
A3
50 SF
7 occs.
140 SF
1 exits req.
STUDY 1
A3
20 SF
7 occs.
122 SF
1 exits req.
STUDY 2
A3
20 SF
1 occs.
120 SF
1 exits req.
OFFICE
B
150 SF
24 occs.
357 SF
1 exits req.
COMMUNITY
ROOM
A3
15 SF
15 occs.
739 SF
1 exits req.
CHILDREN'S
A3
50 SF
46 occs.
2263 SF
1 exits req.
COLLECTION
A3
50 SF
26 occs.
1278 SF
1 exits req.
ADULTS
A3
50 SF
13 occs.
1814 SF
1 exits req.
WORKROOM
B
150 SF
52 occs.
772 SF
2 exits req.
PUBLIC
MEETING
A3
15 SF
1 occs.
130 SF
1 exits req.
OFFICE 2
B
150 SF
N VESTIBULE
S VESTIBULE
1 occs.
82 SF
1 exits req.
TELECOM
B
300 SF
1 occs.
185 SF
1 exits req.
MECHANICAL
B
300 SF
1 occs.
94 SF
1 exits req.
WELLNESS RM
B
150 SF
1 occs.
68 SF
1 exits req.
STORAGE
B
300 SF
1 occs.
96 SF
1 exits req.
STORAGE
B
300 SF
3.8 IN REQ
DOOR 103A
19 OCCS
36 IN WIDTH
52 IN WIDTH
0.2 IN REQ
DOOR 106
1 OCCS
0.2 IN REQ
DOOR 110
1 OCCS
36 IN WIDTH
0.2 IN REQ
DOOR 102
1 OCCS
36 IN WIDTH
0.2 IN REQ
DOOR 104
1 OCCS
72 IN WIDTH
0.2 IN REQ
DOOR 113
1 OCCS
36 IN WIDTH 0.2 IN REQ
DOOR 114
1 OCCS
36 IN WIDTH
47 IN WIDTH
4 IN REQ
DOOR 118A
20 OCCS
5.4 IN REQ
DOOR 101A
27 OCCS
36 IN WIDTH
0.2 IN REQ
DOOR 125
1 OCCS
36 IN WIDTH
0.2 IN REQ
DOOR 129
1 OCCS
36 IN WIDTH
0.2 IN REQ
DOOR 133
1 OCCS
36 IN WIDTH
35 IN WIDTH
4.8 IN REQ
DOOR 134
24 OCCS
35 IN WIDTH
1.2 IN REQ
DOOR 132
6 OCCS
34 IN WIDTH
1.4 IN REQ
DOOR 131
7 OCCS
77 IN WIDTH
43.8 IN REQ
DOOR 100A
219 OCCS
38 IN WIDTH
0 IN REQ
DOOR 121
0 OCCS
MAX TRAVEL
DISTANCE = 133' - 5"
MAX COMMON PATH OF
TRAVEL = 16' - 3"
36 IN WIDTH
5 IN REQ
DOOR 127A
25 OCCS
77 IN WIDTH
43.8 IN REQ
DOOR 100B
219 OCCS
77 IN WIDTH
43.8 IN REQ
DOOR 119B
219 OCCS
EX
IT
A
CC
ES
S
SE
PA
RA
TI
ON
D
IS
TA
NC
E
'-9
41 IN WIDTH
5.2 IN REQ
DOOR 101B
26 OCCS
BOOK DROP
48 IN WIDTH
0.2 IN REQ
DOOR 112
1 OCCS
1 occs.
83 SF
1 exits req.
STORAGE
B
300 SF
1 occs.
78 SF
1 exits req.
CUSTODIAL
A3
300 SF
0.2 IN REQ
DOOR 117
1 OCCS
36 IN WIDTH
1 occs.
63 SF
1 exits req.
ELECTRICAL
B
300 SF
1 occs.
129 SF
1 exits req.
OFFICE 1
B
150 SF
1 occs.
49 SF
1 exits req.
FIRE
SPRINKLER
A3
300 SF
19 occs.
272 SF
1 exits req.
BREAK ROOM
B
15 SF
1 occs.
88 SF
1 exits req.
STORAGE
A3
300 SF
MAX COMMON PATH OF
TRAVEL = 74' - 6"
KNOX BOX
ADA ACTUATOR
FIRE ALARM REMOTE
ANNUNCIATOR
ADA ACTUATOR
ADA ACTUATOR
ADA ACTUATOR
160'-0" = DIAGONAL LENGTH
22 occs.
2145 SF
1 exits req.
STACK AREA
A3
100 SF
109x
AREA WITH 100 SF LOAD FACTOR
DEFINED BY HATCH PATTERN
14 occs.
668 SF
1 exits req.
COMPUTERS
A3
50 SF
122X
MAX TRAVEL
DISTANCE = 160' - 11"
FEC
MAX COMMON PATH OF
TRAVEL = 45' - 1"
MAX COMMON PATH OF
TRAVEL = 42' - 4"
ADA ACTUATOR
ADA ACTUATOR
NOT AN EXIT
37 IN WIDTH
0.2 IN REQ
DOOR 105
1 OCCS
FIRE RISER ROOM PROVIDE CODE
REQUIRED SIGNAGE AT FIRE RISER.
VINYL APPLIED LETTERING 2" MIN HIGH
BUILDING ADDRESS
SIGNAGE ON WALL,
REFER TO ELEVATION
3'- 5"
3'-5" 3'-
5"
3'- 5"
3'-5"
3'- 5"
FIRE ALARM CONTROL PANEL
44 IN WIDTH
3.8 IN REQ
DOOR 103B
19 OCCS
FEC
FEC
F1
FEC
FEC
ROOM NAME & NUMBER
FIRE EXTINGUISHER CABINETFEC
SYMBOL LEGEND
- SF B
OCC/SF
ROOM NAME
- OCCS - EXITS REQ
SQUARE FOOTAGE / OCCUPANCY
OCCUPANCY LOAD FACTOR
TOTAL OCCUPANTS / # OF REQUIRED EXITS
DOOR # (E = EXISTING)
DOOR OCCUPANTS SERVED
REQUIRED DOOR WIDTH
ACTUAL DOOR WIDTH
DOOR #
- OCCS
- IN. REQ.
- IN. WIDTH
FIRE ALARMFA
FIRE ALARM PULL STATIONF
FIRE ALARM CONTROL PANELFACP
PATH OF EGRESS (MAX TRAVEL DISTANCE)
COMMON PATH OF TRAVEL
EXIT SIGN
PRIMARY EXIT
1-HR FIRE RATING
Johnston Architects, LLC 3131 Western Ave, Suite 510 Seattle, WA 98121 t 206.523.6150 f 206.523.9382
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PLAN
G006 Author Checker
SCALE: 1/8" = 1'-0"
LEVEL 1 FLOOR PLAN - FIRE & LIFE SAFETY1
OCCUPANCY LOAD (IBC TABLE 1004.5)
RM # ROOM NAME
OCCUPANCY
TYPE
LOAD
FACTOR AREA # OF OCCUPANTS
100 N VESTIBULE A3 156 SF
101 PUBLIC MEETING A3 15 SF 772 SF 52
102 STORAGE A3 300 SF 88 SF 1
103 BREAK ROOM B 15 SF 272 SF 19
104 MECHANICAL B 300 SF 185 SF 1
105 FIRE SPRINKLER A3 300 SF 49 SF 1
106 OFFICE 1 B 150 SF 129 SF 1
107 BOOK DROP 14 SF
109x STACK AREA A3 100 SF 2,145 SF 22
110 ELECTRICAL B 300 SF 63 SF 1
110x BOOK DROP B 300 SF Not Placed
112 OFFICE 2 B 150 SF 130 SF 1
113 WELLNESS RM B 150 SF 94 SF 1
114 STORAGE B 300 SF 83 SF 1
117 CUSTODIAL A3 300 SF 78 SF 1
DOOR HARDWARE SUMMARIES SHOWN BELOW ARE
FOR REFERENCE ONLY. FOR FULL SCOPE AND
ADDITIONAL INFORMATION REFERENCE DOOR
SCHEDULE AND SPECIFICATIONS PROVIDED.
DOOR 100A HARDWARE SUMMARY:
OPENING MECHANISMS
ADA ACTUATOR
ACCESS CONTROL
ELECTRIC PANIC HARDWARE
LONG DOOR PULL
LOCKING DEVICE
KEYED
ACCESS CONTROL
DOOR 100B HARDWARE SUMMARY:
OPENING MECHANISMS
ADA ACTUATOR
ELECTRIC PANIC HARDWARE
LONG DOOR PULL
LOCKING DEVICE
ACCESS CONTROL
DOOR 102A HARDWARE SUMMARY:
OPENING MECHANISMS
ADA ACTUATOR
ACCESS CONTROL
ELECTRIC PANIC HARDWARE
LONG DOOR PULL
LOCKING DEVICE
KEYED
ACCESS CONTROL
DOOR 102B HARDWARE SUMMARY:
OPENING MECHANISMS
ADA ACTUATOR
ELECTRIC PANIC HARDWARE
LONG DOOR PULL
LOCKING DEVICE
ACCESS CONTROL
DOOR 103A HARDWARE SUMMARY:
OPENING MECHANISMS
ACCESS CONTROL
ELECTRIC PANIC HARDWARE
LOCKING DEVICE
KEYED
DOOR 111A HARDWARE SUMMARY:
OPENING MECHANISMS
LONG DOOR PULL
ELECTRIC PANIC HARDWARE
LONG DOOR PULL
LOCKING DEVICE
KEYED
ACCESS CONTROL
OCCUPANCY LOAD (IBC TABLE 1004.5)
RM # ROOM NAME
OCCUPANCY
TYPE
LOAD
FACTOR AREA # OF OCCUPANTS
118 WORKROOM B 150 SF 1,814 SF 13
119 S VESTIBULE A3 155 SF
120 ADULTS A3 50 SF 1,278 SF 26
121 CHILDREN'S A3 50 SF 739 SF 15
122 PROGRAM ROOM A3 20 SF 534 SF 27
122X COMPUTERS A3 50 SF 668 SF 14
123 SENSORY RM A3 20 SF 149 SF 8
125 STORAGE B 300 SF 96 SF 1
126 STORAGE B 300 SF 68 SF 1
127 TEEN STUDY ROOM A3 20 SF 550 SF 28
128 TEENS A3 50 SF 414 SF 9
129 TELECOM B 300 SF 82 SF 1
130 COLLECTION A3 50 SF 2,263 SF 46
131 STUDY 1 A3 20 SF 140 SF 7
132 STUDY 2 A3 20 SF 122 SF 7
133 OFFICE B 150 SF 120 SF 1
134 COMMUNITY ROOM A3 15 SF 357 SF 24
135 HELP DESK 1,152 SF
200 MECHANICAL WELL 653 SF
15,612 SF 330
DRAWING ISSUE
2025/06/13 PERMIT
1 2025/10/07 PERMIT REVISION 1
3"
1 1/4" MIN
1 1/2" MAX
" A
FF
1 1/2" 1 1/2"
3"
LINE DENOTES WALL
BOCKING IN TYP WOOD
STUD FRAMING
(C)
4"
"44
" M
IN.
TO
" M
AX
TYPICAL DOOR OFFSET AT
PERPENDICULAR WALL; REFER TO
A700
THERMOSTAT
RECEPTACLES
REQ
AS
LIGHT SWITCHES
1' - 6"
" M
IN.
TO
" M
AX
FIRE ALARM
ANNUNCIATION DEVICE
1.
2.
3.
4.
5.
6.
NOTES:
DEVICES INSTALLED AS SHOWN U.N.O.
MOUNTING HEIGHTS MEASURED FROM
CENTERLINE OF DEVICE, OR GROUP OF DEVICES,
TO FINISHED FLOOR.
DEVICES, OR GROUP OF DEVICES, INSTALLED ON
COMMON VERTICAL CENTERLINE.
USE THIS DETAIL TO LOCATE DEVICES THAT ARE
INDICATED ON THE DRAWINGS (INLCUDING
ELECTRICAL, FIRE PROTECTION, AND
MECHANICAL) BUT NOT LOCATED BY DIMENSION;
OR TO LOCATE DEVICES THAT ARE NOT INDICATED
ON THE DRAWINGS.
ALIGN MULTIPLE DEVICES HORIZONTALLY OR
VERTICALLY AS DETAILED.
ITEMS OTHER THAN ELECTRICAL RECEPTACLES
SHALL BE MOUNTED NEAR DOORWAYS OR
INTERSECTING WALLS AS DETAILED SO AS NOT TO
INTERFERE WITH THE PLACEMENT OF ART OR
FURNITURE.
" M
AX
" M
AX
10"- 24"
" M
AX 48
" M
AX
MAX
10"
" M
AX
MAX
10"
EXCEPTION: EXISTING ELEMENTS THAT ARE
NOT ALTERED SHALL BE PERMITTED AT 54" MAX
ABOVE THE FLOOR
20"-25"
" M
AX
" M
AX
MI
N
(A) FORWARD (B) SIDE
(A) (B)
EXCEPTION: AT WASHING MACHINES AND CLOTHES DRYERS, THE
HEIGHT OF THE OBSTRUCTION SHALL BE PERMITTED TO 36
INCHES - MAXIMUM ABOVE THE FLOOR
" M
AX
(A) (B)
UNOBSTRUCTED REACH
OBSTRUCTED HIGH SIDE REACH
OBSTRUCTED HIGH FORWARD REACH
20" MAX
CHILDREN'S REACH RANGE
MI
N
FORWARD OR SIDE REACH HIGH (MAX) LOW
(MIN)
AGES 3 AND 4 36 IN. 20 IN.
AGES 5 THRU 8 40 IN. 18 IN.
AGES 9 THRU 12 44 IN. 16 IN.
1/4 " M
AX
VERTICAL CHANGE IN LEVEL BEVELED CHANGE IN LEVEL
1/2 " M
AX
1/4 " M
AX
1/4
" M
AX
90.
00°
32" MIN 32" MIN 32" MIN
(A)
HINGED DOOR
(B)
SLIDING DOOR
(C)
FOLDING DOOR
" M
IN
" M
IN
30" MIN
" M
IN
52" MIN
CLEAR FLOOR OR GROUND
SPACE
(A) FORWARD (B) PARALLEL
POSITION OF CLEAR FLOOR OR
GROUND SPACE
MANUEVERING CLEARANCE IN AN
ALCOVE, FORWARD APPROACH
MANUEVERING CLEARANCE IN AN
ALCOVE, PARALLEL APPROACH
X>
36" MIN 60" MIN
X>
52" MIN.
4" MAX
X>
X≥
LIMITS OF PROTRUDING OBJECTS
POST-MOUNTED PROTRUDING OBJECTS
"-8
0" 12" MAX 12" MAX
" M
AX X>30"
X>12"
" M
IN
(B)(A)
VERTICAL CLEARANCE
" M
AX
X>
" M
IN
18" MIN
" M
IN
12" MIN
(A)
FRONT APPROACH, PULL
SIDE
(B)
FRONT APPROACH, PUSH
SIDE
(C)
FRONT APPROACH, PUSH SIDE,
DOOR PROVIDED WITH BOTH
CLOSER AND LATCH
(D)
HINGE APPROACH, PULL SIDE
(E)
HINGE APPROACH, PULL SIDE
36" MIN 60
" M
IN
42" MIN 54
" M
IN
(F)
HINGE APPROACH, PUSH SIDE
(E)
HINGE APPROACH, PUSH SIDE, DOOR
PROVIDED WITH BOTH CLOSER AND LATCH
22" MIN42
" M
IN
12" MIN 22" MIN48
" M
IN
(H)
LATCH APPROACH, PULL SIDE
(I)
LATCH APPROACH, PULL SIDE, DOOR
PROVIDED WITH CLOSER
" M
IN
24" MIN
24" MIN 42
" M
IN
24" MIN 48
" M
IN
(J)
LATCH APPROACH, PUSH SIDE
(K)
LATCH APPROACH, PUSH SIDE, DOOR
PROVIDED WITH CLOSER
24" MIN
" M
IN
APPROACH
WHEELCHAIR
TURN-AROUND
67"
PIVOTING TURNING SPACE
67" CLR 67" CLR
DRINKING
FOUNTAIN
" M
AX
SPOUT
NOTE:
OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE
TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED
TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS (22.2 N) MAX.
DRINKING FOUNTAINS (602)
A CLEAR FLOOR SPACE COMPLYING WITH
SECTION 305, POSITIONED FOR A
FORWARD APPROACH TO THE DRINKING
FOUNTAIN, SHALL BE PROVIDED. THE
CLEAR FLOOR SPACE SHALL BE
CENTERED ON THE DRINKING FOUNTAIN.
KNEE AND TOE SPACE COMPLYING WITH
SECTION 306 SHALL BE PROVIDED.
" M
AX
" M
IN
3' - 6"
AUTO DOOR
OPERATOR
5' - 0"
M
AX
SIGNS / ADA
SYMBOLS
3' - 4"
M
IN
6' - 8"
VISIBLE
ALARM
4' - 0"
M
AX
FIRE EXTINGUISHER
CABINET
" M
IN
- 4
0"
MA
X
3' - 4"
M
AX
3' - 4"
M
AX
3' -
1/8 " M
AX
FL
US
H C
ON
TR
OL
S 3' -
8" M
AX
. T
O T
OP
OF
T.O . R
IM
1' -
5" M
AX
3' - 8"
M
AX
RE
FL
EC
TIN
G S
UR
FA
CE
" M
AX
. T
O E
DG
E O F
WH
ICH
EV
ER
IS
HI
GH
ES
T
" M
AX
. T
O R
IM
OR
TO
P O F C
OU
NT
ER
SOAP
DISPENSER
URINALSAN. NAPKIN/
TAMPON
DISPENSER
PAPER TOWEL
DISPENSER/
RECEPTACLE
NAPKIN
DISPOSAL
SEAT COVER
DISPENSER
INSULATE EXPOSED
HOT WATER AND DRAIN
PIPES
NOTE:
WHERE ACCESSIBILITY IS REQUIRED, THE OPERATING PARTS OF LIGHTING CONTROLS, ELECTRICAL
SWITCHES AND RECEPTACLES, ENVIRONMENTAL CONTROLS, APPLIANCE CONTROLS, OPERATING
HARDWARE FOR OPERABLE WINDOWS, PLUMBING FIXTURE CONTROLS, AND USER CONTROLS FOR
SECURITY OR INTERCOM SYSTEMS SHALL COMPLY WITH SECTION 309 OF ANSI / ICC A117.1-2009.
DRYING EQUIPMENT, TOWEL OR CLEANSING PRODUCT DISPENSERS, AND DISPOSAL FIXTURES SHALL BE 40" MAX AFF FOR REACH DEPTHS LESS THAN 6" PER IBC 1101.2.7 AND WAC AMENDMENTS.
HAND-OPERATED FAUCETS OPERABLE PARTS SHALL BE WITHIN REACH RANGE & EASY TO OPERATE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST.
THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS (22.2 N) MAX.
(A) BACK WALL
CLEARANCE FOR WATER CLOSET WHEELCHAIR
ACCESSIBLE TOILET COMPARTMENTS
GRAB BAR LOCATIONS DISPENSER OUTLET LOCATION
1' - 0"
36" MIN
2' - 0" CL
12" MAX 42" MIN
3' - 4"
54" MIN
" M
IN
CL
60" MIN
" M
IN
NO OTHER
FIXTURES
ALLOWED
WITHIN
THIS AREA
(B) SIDE WALL
2' -
" M
IN
" M
IN
24" MIN
1 1 /2"
M
IN
42" MAX
24" MIN
36" MAX
" M
IN
" M
AX
24" MIN
" M
AX
42" MAX
(A) PROTRUDING DISPENSER
BELOW GRAB BAR
(B) PROTRUDING
DISPENSER ABOVE GRAB
BAR
(C) RECESSED DISPENSER
CL
16" - 18"
GRAB BAR SIZING & CONFIGURATION
" M
AX
" M
IN.
9" MAX.
7" MIN.
8" MIN.
MIN.
11"
MAX.
6"
2' - 3"
M
IN.
9"
MI
N.
KNEE & TOE
CLEARANCE
4" B
EL
OW
B
AR
M
IN
Johnston Architects, LLC 3131 Western Ave, Suite 510 Seattle, WA 98121 t 206.523.6150 f 206.523.9382
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SCALE: 3/4" = 1'-0"
STANDARD MOUNTING HEIGHTS2
SCALE: 3/8" = 1'-0"
ADA REACHES3 SCALE: 1/4" = 1'-0"
CHANGE OF LEVEL4
SCALE: 1/4" = 1'-0"
CLEAR WIDTH OF DOORS5
SCALE: 1/4" = 1'-0"
CLEAR FLOOR OR GROUND SPACE6
SCALE: 1/4" = 1'-0"
PROTRUDING OBJECTS7
SCALE: 1/4" = 1'-0"
CLEAR FLOOR SPACE AT DOORS8
SCALE: 3/8" = 1'-0"
MOUNTING HEIGHTS- COMMON AREAS9
SCALE: 3/8" = 1'-0"
PLUMBING & ACCESSORY MOUNTING HEIGHTS10
DRAWING ISSUE
2025/06/13 PERMIT
" M
IN
T
O
BO
TT
OM
O F
SI
GN
" M
AX
T
O
TO
P
OF
S
IG
N
9" MIN
EQ EQ
" M
IN
T
O
BO
TT
OM
O F
SI
GN
" M
AX
T
O
TO
P
OF
S
IG
N
9" MIN
3. SIGN LOCATION AT SWING DOORS WITH RELITES
" M
IN
T
O
BO
TT
OM
O F
SI
GN
" M
AX
T
O
TO
P
OF
S
IG
N
" M
AX
T
O
TO
P
OF
C
AR
D
RE
AD
ER
2. SIGN LOCATION AT SLIDING DOORS
9" MIN
TO
P
OF
C
AR
D
RE
AD
ER
" M
AX
TO
P
OF
A
CT
UA
TO
R
BU
TT
ON
" M
AX
TO
P
OF
U
NI
TS
" M
AX
4"
CARD READER
MOUNTING HEIGHT
ACTUATOR BUTTON
MOUNTING HEIGHT
MOUNTING LAYOUT WHERE
CARD READERS AND ACTUATOR
BUTTONS ARE TOGETHER, UNO
1. CARD READER & ACTUATOR BUTTON MOUNTING HEIGHTS4. SIGN LOCATION AT SWING DOORS WITHOUT
RELITES
ROOM DESIGNATION SIGN
ALWAYS LOCATE SIGNS ON LATCH SIDE OF DOOR
" M
AX
T
O
TO
P
OF
C
AR
D
RE
AD
ER
CARD READER
" M
AX
T
O
TO
P
OF
C
AR
D
RE
AD
ER
ROOM DESIGNATION SIGN
CARD READER
ROOM DESIGNATION SIGN
CARD READER
1'- 6"
1'-6"
SIGNS CONTAINING TACTILE
CHARACTERS SHALL BE LOCATED
SO THAT A CLEAR FLOOR SPACE OF
18" BY 18" MINIMUM, CENTERED ON
THE TACTILE CHARACTERS, IS
PROVIDED BEYOND THE ARC OF ANY
DOOR SWING BETWEEN THE
CLOSED POSITION AND 45 DEGREE
OPEN POSITION.
PROVIDE
BLANK PANEL
ON OPPOSITE
SIDE OF GLASS
BEHIND
STANDARD SIGN MOUNTING HEIGHTS1
Johnston Architects, LLC 3131 Western Ave, Suite 510 Seattle, WA 98121 t 206.523.6150 f 206.523.9382
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G008 Author Checker
DRAWING ISSUE
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FORMS
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DRAWING ISSUE
2025/06/13 PERMIT
Suite 510 Seattle, WA 98121 t 206.523.6150 f 206.523.9382
SHEET TITLE
SHEET NO.
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FORMS
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DRAWING ISSUE
2025/06/13 PERMIT
Suite 510 Seattle, WA 98121 t 206.523.6150 f 206.523.9382
SHEET TITLE
SHEET NO.
Pr in te d:
Drawn Checked
© 2025 JOHNSTON ARCHITECTS
# DATE DESCRIPTION
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DRAWING ISSUE
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| G001 - COVER SHEET |
| G002 - PROJECT INFORMATION |
| G003 - GENERAL NOTES, ABBREVIATIONS, SYMBOLS |
| G004 - CODE SUMMARY |
| G005 - PRESSURE BOUNDARY DIAGRAMS |
| G006 - FIRE & LIFE SAFETY PLAN |
| G007 - ICC ACCESSIBILITY |
| G008 - ICC ACCESSIBILITY |
| G009 - ENERGY CODE FORMS |
| G010 - ENERGY CODE FORMS |
| G011 - ENERGY CODE FORMS |
File details come from the government source that posted it. Updated .