APPROVED PLN RESUB1 BLD2024-0519+Site_Plan+7.11.2024_11.54.28_AM+4371142Woodway Center Portable Placement 2024 P-
Edmonds School District
228TH ST SW
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236TH ST SW 00
WOODWAY
CENTER
244TH ST SW
NW 200TH ST
N 195TH ST
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VICINITY MAP
NOT TO SCALE
SITE PLAN
SCALE: 1" = 40'-0"
NE 205TH ST
236TH ST SW
PROJECT DATA:
ADDRESS: WOODWAY CENTER
9521 240TH ST SW, EDMONDS, WA 98020
PARCEL N O: 27033600404600
LEGAL DESCRIPTION:
SEC 36 TWP 27 RGE 03RT-49) NE1/4 OF SE1/4
JURISDICTION: CITY OF EDMONDS
SEWER & WATER: CITY OF EDMONDS
FIRE: SNOHOMISH COUNTY
SITE SIZE: 40.77 ACRES (1,775,941 SF)
EXISTING BUILDING AREA
EXISTING SCHOOL: 37,444 SF
PORTABLES AREA
EXISTING PORTABLES: 3 @ 885 SF = 2,655 SF
REPLACED PORTABLES: 1 @ XXX SF = XX SF
TOTAL XXXX SF
PROJECT DESCRIPTION
DEVELOPMENT / PLANNING NOTES:
CODE REVIEW:
SHEET INDEX
WORK UNDER THIS CONTRACT INCLUDES, BUT IS NOT LIMITED TO INSTALLATION OF
1.
ZONING: RS-8
1.
SEE ACCESS RAMPS AND STAIRS SHEET 1 OF 1 AND ASSOCIATED STRUCTURAL
GENERAL
THREE CLASSROOM PORTABLES, ASSOCIATED
SITE WORK, ELECTRICAL AND LOW
2.
OCCUPANCY - E (EDUCATION)
CALCULATIONS FOR EXTERIOR RAMP, STAIR AND LANDINGS.
G0.00
COVER SHEET, PROJECT DATA &GENERAL NOTES
VOLTAGE CONNECTIONS.
3.
CONSTRUCTION TYPE:
2.
SEE DRAWING F-1 AND ASSOCIATED STRUCTURAL CALCULATIONS FOR
A1.00
ENLARGED SITE PLAN
BUILDING FOUNDATIONS AND REQUIRED CRAWLSPACE VENTING.
EXISTING SCHOOL III-B
PROJECT TEAM
EXISTING PORTABLES V-B
3.
ACCESSIBLE ROUTE OF TRAVEL FROM THE PORTABLE BUILDING TO THE PUBLIC
CIVIL
NEW PORTABLE V-B
WAY COMPLIES WITH IBC AND ACCESSIBILITY STANDARDS.
C0.10
OVERALL SITE PLAN
OWNER
CIVIL ENGINEER
4.
FIRE SPRINKLERS: NO, PER WSBC [F] 903.2.3
4.
REFER TO MODULAR BUILDING DRAWING SHEET E-0 FOR EXTERIOR MOUNTED
C1.00
DEMOLITION AND TESC PLAN
EGRESS LIGHTING.
C2.00
CIVIL SITE PLAN
EDMONDS SCHOOL DISTRICT NO. 15
JACOBSON CONSULTING ENGINEERS
5.
REQUIRED SETBACKS: PER ECDC 17.100.050 H
CAPITAL PROJECTS OFFICE
255 S KING STREET
FRONT &REAR &SIDE: 25'
5.
WAC 2902.3.3: TOILET FACILITIES. FACILITIES ARE LOCATED IN ADJACENT
C3.00
SITE DETAILS
20420 68TH AVE W
SUITE 800
BUILDING WITH PATH OF TRAVEL NOT EXCEEDING 500 FT.
LYNNWOOD, WA 98036
SEATTLE, WA 98104
6.
MAXIMUM BUILDING HEIGHT: 25', 35' SUBJECT TO CONDITIONAL USE PERMIT
ELECTRICAL
425.431.7162
206.426.2600
APPROVAL, PER ECDC 17.100.0501
E1.00
SITE PLAN - ELECTRICAL
Nick Chou
Alan Jacobson
PROPOSED PORTABLE BUILDING HEIGHT: +/- 13' < 25' MAX = OK
GENERAL
NOTES:
choun@edmonds.wednet.edu
alan@jacobsonengineers.com
7.
EXISTING PARKING: (NO CHANGE PROPOSED)
MODULAR BUILDING
ARCHITECT
ELECTRICAL ENGINEER
NUMBER OF EXISTING PARKING STALLS: 39
1.
ALL WORK SHALL COMPLY WITH 2O21 IBC.
A-1
FLOOR PLAN, DOOR & WINDOW SCHEDULE
ADEQUATE TO ACCOMMODATE DEMAND ASSOCIATED WITH ADDED PORTABLE.
2.
CONTRACTOR MUST BE LICENSED IN THE STATE OF WASHINGTON.
A-2
SECTION, FASTENING SCHEDULE & MATERIAL LIST
HUTTEBALL + OREMUS ARCHITECTURE
TFWB ENGINEERS, INC
PORTABLE WILL NOT REDUCE CURRENTLY AVAILABLE PARKING.
A-3
ELEVATIONS
4010 LAKE WASHINGTON BLVD NE
1200 WESTLAKE AVE N
3.
THIS IS NOT A SURVEY. THESE DRAWINGS WERE PREPARED USING FIELD
SUITE 320
SUITE 509
8.
TREE RETENTION & PROTECTION: NO TREES WILL BE AFFECTED.
NOTES AND THIRD PARTY INFORMATION. CONTRACTOR SHALL FIELD VERIFY
A-4
DETAILS
KIRKLAND, WA 98033
SEATTLE, WA 98109
9.
CRITICAL AREAS: WELLHEAD PROTECTION AREA.
ALL DIMENSIONS AND COORDINATE WITH REQUIRED WORK.
A-4.1
DETAILS
425.828.8948
206.285.7228
10.
SEPA: EXEMPT PER WAC 197-11-800:
4.
CONTRACTOR SHALL LOCATE, PRESERVE, AND PROTECT ALL UTILITIES TO
A-4.2
FLOOR FRAMING PLAN, DETAILS
Stephen Murakami
Mike Fitzmaurice
REMAIN.
A-4.3
ROOF FRAMING PLAN
smurakami@hoarch.com
mike@tf-wb.com
10.1. THE CONSTRUCTION OF AN OFFICE, SCHOOL, COMMERCIAL,
RECREATIONAL, SERVICE OR STORAGE BUILDING WITH 4,000 SQUARE FEET
5.
CONTRACTOR SHALL COORDINATE ANY INTERUPTION OF SERVICE WITH
M-1
REFLECTED CEILING PLAN, MECHANICAL PLAN
OF GROSS FLOOR AREA, AND WITH ASSOCIATED PARKING FACILITIES
OWNER AND AUTHORITIES HAVING JURISDICTION.
E-1
ELECTRICAL PLAN AND INFORMATION
DESIGNED FOR TWENTY AUTOMOBILES.
6.
CONTRACTOR SHALL COORDINATE SCHEDULE TO ENSURE BUILDING PAD IS
E-2
LOW VOLTAGE PLAN
10.2. ANY LANDFILL OR EXCAVATION OF UP TO 1,000 CUBIC YARD THROUGHOUT
READY AND THAT CONSTRUCTION ACTIVITIES DO NOT OBSTRUCT THEIR
THE TOTAL LIFETIME OF THE FILL OR EXCAVATION WHEN NOT ASSOCIATED
DELIVERY AND PLACEMENT.
FOUNDATION
WITH EITHER AN EXEMPT PROJECT IN SUBSECTION A, B, OR C OF THIS
7.
CONTRACTOR SHALL PROVIDE A COMPLETE AND PROPER EXECUTION OF THE
F-1
FOUNDATION PLAN
SECTION OR ANY FILL OR EXCAVATION CLASSIFIED AS A CLASS 1, 11, OR III
WORK. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTING INFORMATION
FOREST PRACTICE UNDER RCW 76.09.050 OR REGULATIONS THEREUNDER.
OR OMISSIONS.
ACCESS RAMPS & STAIRS
8.
CONTRACTOR SHALL PROVIDE TEMPORARY STEEL PLATE OVER ENTIRE
SHEET
1 OF 1 STANDARD PLANS / DETAILS / NOTES
EXTENTS OF TRENCH WORK SPANNING EXISTING FIRE LANE OR TRAFFIC PATH.
9.
ALL POWER AND LOW VOLTAGE SYSTEM CONNECTIONS TO NEW PORTABLE
CLASSROOM BUILDINGS SHOWN WILL BE ROUTED UNDERGROUND, AERIAL
DISTRIBUTION WILL NOT BE ALLOWED.
10.
CONTRACTOR SHALL PROTECT AND MAINTAIN ACCESS TO ALL BUILDINGS
DURING CONSTRUCTION.
11.
CONTRACTOR SHALL PROVIDE TEMPORARY FENCE ENCLOSURE AROUND ALL
1 I
WORK AREAS UNTIL WORK IS SUBSTANTIALLY COMPLETED. BRACE
'
TEMPORARILY FENCING AT REGULAR INTERVALS ON LONG STRAIGHT RUNS,
1
TYP.
12.
CONTRACTOR SHALL SALVAGE AND REINSTALL EXISTING LANDING & STAIR
D 1 I i
/
COMPONENTS FROM EXISTING PORTABLE LOCATION, TO THE EXTENT
i
POSSIBLE. PROVIDE ADDITIONAL SECTIONS AS NECESSARY FOR CODE
/ I
COMPLIANT INSTALLATION AT NEW LOCATION.
_
13.
CONTRACTOR SHALL FIELD VERIFY LAYOUT OF PORTABLE BUILDINGS TO
ENSURE REQUIRED CLEARANCES ARE MAINTAINED.
I
�
14.
SEE CIVIL AND ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.
15.
SEE SHEET F1 FOR FOUNDATION PLAN AND DETAILS.
INSTALLATION NOTES:
1. CONTRACTOR SHALL COORDINATE DELIVERY PATH AND WIDTH REQUIRED WITH
PORTABLE MANUFACTURER AND ENSURE PATH IS CLEAR UPON DELIVERY. IF
PATHWAY REQUIRES REMOVAL OF AN ITEM THAT THE CONTRACTOR CANNOT
REPLACE TO EXISTING CONDITION AFTER PORTABLE IS PLACED, CONTACT
OWNER FOR DIRECTION.
RAMP & STAIR SYSTEM NOTES:
1. ALUMINUM MODULAR RAMP AND STAIR SYSTEM BY WELCOME RAMP SYSTEMS,
INC. OR APPROVED EQUAL
2. TYPICAL COMPONENT SIZES:
a. LANDINGS - 5' X5'; CAN BE BOLTED TOGETHER FOR LARGER PLATFORMS
b. RAMPS - 4', 8' OR 10' LONG X 48" WIDE; CAN BE BOLTED TOGETHER TO
FORM A MAXIMUM 30' RAMP RUN. MAX RISE = 1:12 (VERT./ HORIZ.)
c. STAIRS - MAX. 7" RISER X 12" TREAD X 48" WIDE
3. 2021 IBC COMPLIANT (ANSI A117.1 - 2009)
4. DESIGN LOADING:
a. DECK/ RAMP 100 PSF
b. STAIR TREAD 300 LBS/ TREAD
c. RAILING 50 PLF/ 200 LBS CONC.
5. DOOR CLEARANCE PER IBC
6. STANDARD 3 LINE RAIL FOR COMPONENTS 30" OR LESS FROM GRADE TO
WALKING SURFACE OF RAMP, LANDING, OR STAIR.
7. 42" VERTICAL PICKET GUARDRAIL FOR COMPONENTS OVER 30" FROM GRADE
TO WALKING SURFACE OF RAMP, LANDING, OR STAIR.
8. GRASPABLE CONTINUOUS HANDRAIL AT 34" TO 38" OFF RAMP, PLATFORM, OR
STAIR NOSING.
9. HANDRAILS TO EXTEND 12" HORIZONTALLY OVER WALKING SURFACE AND
RETURN TO WALL OR RAIL COLUMN.
10. RAMP AND RAILINGS TO HAVE CURBS WHICH DO NOT ALLOW PASSAGE OF 4"
SPHERE WHERE ORIGINAL POSITION OF SPHERE IS WITHIN 4" OF THE WALKING
SURFACE.
11. FOOTING INFORMATION:
2" X 12" X 12" P.T. WOOD PAD REQUIRED UNDER ALL ADJUSTABLE LEGS EXCEPT
AT THE "U" IN THE SWITCHBACK CONFIGURATION WHERE A 4" X 16" X 16"
CONCRETE PAD -OR- 16" X16" POLYVULC. PVC PAD IS REQUIRED (SEE
CONFIGURATION "F").
Nothing in the permit approval process shall be
interpreted as allowing or permitting the maintenance
of any currently existing illegal, nonconforming or
unpermitted building, structure or site condition which
is outside the scope of the permit application, regardless
of whether such building, structure or condition is
shown on the site plan or drawing. Such building,
structure or condition may be the subject of a separate
enforcement action.
APPROVED�ANNING
Jul 19 02
L■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ L
REVIEWED
BY -
CITY OF EDMONDS
BUILDING DEPARTMENT - U G -
Zone
Corner
N- . Flag N '
Setbacks.
Required
Actual
Front
;exist
Sides
-----------
__I
,------
@XISt.
Rear
,;
:exist----------
Other
--: ----
Height
_� ____
31-
-- -
*Accessory structures in RS zone limited to
15' by ECDC 16.20.060(B)
BLD2024-0519
RESUB
Jul 12 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
HUTTEBALL
-FOREMUS
archir�
4010 LAKE WASHINGTON BLVD NE
SUITE 320
KIRKLAND, WA 98033
-old
425.828.8948
HOARCH.COM
ARCHITECT STAMP
rtEGG��RED \
ARCI� RT
No. 11321
Katlltn Pond
STATE OF WASHINGTON
CONSULTANT STAMP
PROJECT INFORMATION
Woodway
Center
Portable
Placement
2024
9521 240th St SW
Edmonds, WA 98020
EDMONDS
SCHOOL DISTRICT No. 15
SCHOOL DISTRICT LOGO
Edmonds
School District
07.11.2024 PERMIT RESUBMITTAL
PERMIT SET
04.16.2024
PROJECT NUMBER: 2305.5
SHEET NAME
Cover Sheet,
Project Data &
General Notes
SHEET NUMBER
GOmOO