APPROVED FIR PLN BLD2024-0518+Overall Site_Plan+4.17.2024_3.28.48_PM+4203288Edmond =Woodw y HS Portable Placement 2024
Edmonds School District
PROJECT DATA: PROJECT DESCRIPTION DEVELOPMENT / PLANNING NOTES:
196TH ST SW ADDRESS: EDMONDS-WOODWAY HIGH SCHOOL WORK UNDER THIS CONTRACT INCLUDES, BUT IS NOT LIMITED TO INSTALLATION OF 1. ZONING: P
7600 212TH ST SW, EDMONDS, WA 98026 ONE CLASSROOM PORTABLE, ASSOCIATED SITE WORK, ELECTRICAL AND LOW 2. OCCUPANCY - E (EDUCATION)
VOLTAGE CONNECTIONS.
3. CONSTRUCTION TYPE:
PARCEL NO: 27043000104800 EXISTING SCHOOL II -A
Lii
PROJECT TEAM EXISTING PORTABLES V-B
Q ��O �^ NEW PORTABLE V-B
Q� LEGAL DESCRIPTION: OWNER CIVIL ENGINEER 4. FIRE SPRINKLERS: NO, PER WSBC [F] 903.2.3
MAIN ST SECTION 30 TOWNSHIP 27 RANGE 04 QUARTER NE E 3/4 NE1/4 NE1/4 TGW FDP S1/2 EDMONDS SCHOOL DISTRICT NO. 15 JACOBSON CONSULTING ENGINEERS 5. REQUIRED SETBACKS: PER ECDC 17.100.050 H
W1/2 W1/2 NE1/4 NE1/4 LESS N 21OFT THOF & LESS W 180FT THOF LESS E 30FT CAPITAL PROJECTS OFFICE 255 S KING STREET
EDMONDS-WOODWAY THOF PER QCD REC AFN 189533 LESS N 40FT PER QCDREC AFN 8802090125 & LESS FRONT &REAR &SIDE: 25'
20420 68TH AVE W SUITE 800
HIGH SCHOOL �5 ADD'L RD R/W TO CITY OF ED PER QCD REC AFN 201601210267 LYNNWOOD, WA 98036 SEATTLE, WA 98104 6. MAXIMUM BUILDING HEIGHT: 25', 35' SUBJECT TO CONDITIONAL USE PERMIT
212TH ST SW 425.431.7162 206.426.2600 APPROVAL, PER ECDC 17.100.0501
JURISDICTION: CITY OF EDMONDS Nick Chou Alan Jacobson PROPOSED PORTABLE BUILDING HEIGHT: 16' < 25' MAX = OK
w w SEWER & WATER: CITY OF EDMONDS choun@edmonds.wednet.edu alan@jacobsonengineers.com 7. EXISTING PARKING: (NO CHANGE PROPOSED)
Q Q FIRE: SNOHOMISH COUNTY ARCHITECT ELECTRICAL ENGINEER NUMBER OF EXISTING PARKING STALLS: 517
_ =
ADEQUATE TO ACCOMMODATE DEMAND ASSOCIATED WITH ADDED PORTABLE.
00
HUTTEBALL + OREMUS ARCHITECTURE TFWB ENGINEERS, INC PORTABLE WILL NOT REDUCE CURRENTLY AVAILABLE PARKING.
220TH ST SW Q 4010 LAKE WASHINGTON BLVD NE 1200 WESTLAKE AVE N
SITE SIZE: 30 ACRES (1,306,800 SF) SUITE 320 SUITE 509 8. TREE RETENTION & PROTECTION: TWO TREES ON SOUTHSIDE OF EXISTING
KIRKLAND, WA 98033 SEATTLE, WA 98109 PORTABLE TO REMOVED, SALVAGED OR RELOCATED ONSITE.
425.828.8948 206.285.7228 9. CRITICAL AREAS: PROJECT IS NOT LOCATED WITHIN A CRITICAL AREA.
EXISTING BUILDING AREA Stephen Murakami Mike Fitzmaurice 10. SEPA: EXEMPT PER WAC 197-11-800:
EXISTING SCHOOL: 225,797 SF smurakami@hoarch.com mike@tf-wb.com
10.1. THE CONSTRUCTION OF AN OFFICE, SCHOOL, COMMERCIAL,
228TH ST SW RECREATIONAL, SERVICE OR STORAGE BUILDING WITH 4,000 SQUARE FEET
PORTABLES AREA OF GROSS FLOOR AREA, AND WITH ASSOCIATED PARKING FACILITIES
EXISTING PORTABLES: 4 @ 896 SF = 3,584 SF DESIGNED FOR TWENTY AUTOMOBILES.
REPLACED PORTABLES: 1 @ 920 SF = 920 SF 10.2. ANY LANDFILL OR EXCAVATION OF UP TO 1,000 CUBIC YARD THROUGHOUT
TOTAL 4,504 SF THE TOTAL LIFETIME OF THE FILL OR EXCAVATION WHEN NOT ASSOCIATED
WITH EITHER AN EXEMPT PROJECT IN SUBSECTION A, B, OR C OF THIS
APPROVED BY PLANNING SECTION OR ANY FILL OR EXCAVATION CLASSIFIED AS A CLASS 1, II, OR III
236TH ST SW FOREST PRACTICE UNDER RCW 76.09.050 OR REGULATIONS THEREUNDER.
oltl�_4(t6
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VICINITY MAP It",°Rr May 242024
NOT TO SCALE
ITree protection fencing must protect the critical root zone, in
an 8-foot radius from the trunk per ECDC 23.10.020(C)
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/EXISTING PORTABLE TO BE E414.4BTM1. 3S
DEMOLISHED UNDER
SEPARATE PERMIT AND
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CONTRACT. NEW PORTABLE / - TCHISELED OP BACKOFSQUARE
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CODE REVIEW:
GENERAL NOTES:
1. SEE ACCESS RAMPS AND STAIRS SHEET 1 OF 1 AND ASSOCIATED STRUCTURAL
1.
ALL WORK SHALL COMPLY WITH 2O21 IBC.
CALCULATIONS FOR EXTERIOR RAMP, STAIR AND LANDINGS.
2.
CONTRACTOR MUST BE LICENSED IN THE STATE OF WASHINGTON.
2. SEE DRAWING F1 AND ASSOCIATED STRUCTURAL CALCULATIONS FOR
BUILDING FOUNDATIONS AND REQUIRED CRAWLSPACE VENTING.
3.
THIS IS NOT A SURVEY. THESE DRAWINGS WERE PREPARED USING FIELD
NOTES AND THIRD PARTY INFORMATION. CONTRACTOR SHALL FIELD VERIFY
3. ACCESSIBLE ROUTE OF TRAVEL FROM THE PORTABLE BUILDING TO THE PUBLIC
ALL DIMENSIONS AND COORDINATE WITH REQUIRED WORK.
WAY COMPLIES WITH IBC AND ACCESSIBILITY STANDARDS.
4.
CONTRACTOR SHALL LOCATE, PRESERVE, AND PROTECT ALL UTILITIES TO
4. REFER TO MODULAR BUILDING DRAWING SHEET E-0 FOR EXTERIOR MOUNTED
REMAIN.
EGRESS LIGHTING.
5.
CONTRACTOR SHALL COORDINATE ANY INTERUPTION OF SERVICE WITH
5. WAC 2902.3.3: TOILET FACILITIES. FACILITIES ARE LOCATED IN ADJACENT
OWNER AND AUTHORITIES HAVING JURISDICTION.
BUILDING WITH PATH OF TRAVEL NOT EXCEEDING 500 FT.
6.
CONTRACTOR SHALL COORDINATE SCHEDULE TO ENSURE BUILDING PAD IS
READY AND THAT CONSTRUCTION ACTIVITIES DO NOT OBSTRUCT THEIR
DELIVERY AND PLACEMENT.
7.
CONTRACTOR SHALL PROVIDE A COMPLETE AND PROPER EXECUTION OF THE
WORK. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTING INFORMATION
OR OMISSIONS.
8.
CONTRACTOR SHALL PROVIDE TEMPORARY STEEL PLATE OVER ENTIRE
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
WORK AREAS UNTIL WORK IS SUBSTANTIALLY COMPLETED. BRACE
TEMPORARILY FENCING AT REGULAR INTERVALS ON LONG STRAIGHT RUNS,
TYP.
12.
CONTRACTOR SHALL SALVAGE AND REINSTALL EXISTING LANDING & STAIR
COMPONENTS FROM EXISTING PORTABLE LOCATION, TO THE EXTENT
POSSIBLE. PROVIDE ADDITIONAL SECTIONS AS NECESSARY FOR CODE
COMPLIANT INSTALLATION AT NEW LOCATION.
13.
CONTRACTOR SHALL FIELD VERIFY LAYOUT OF PORTABLE BUILDINGS TO
ENSURE REQUIRED CLEARANCES ARE MAINTAINED.
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.
FND MON
1/a PLU
Ck
TH
DOWN; 1.0
6H CORNE
IS1 D: 1
O
„4
21/
RAMP & STAIR SYSTEM NOTES:
1. ALUMINUM MODULAR RAMP AND STAIR SYSTEM BY WELCOME RAMP SYSTEMS,
INC. OR APPROVED EQUAL
2. GENERAL CONFIGURATION AS SHOWN. FIELD VERIFY DIMENSIONS.
3. 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").
SHEET INDEX
GENERAL
G0.00 COVER SHEET, PROJECT DATA & GENERAL NOTES
A1.00 ENLARGED SITE PLAN
CIVIL
C1.00 CIVIL SITE PLAN
C2.00 CIVIL DETAILS
IELECTRICAL
E1.00 SITE PLAN - ELECTRICAL
MODULAR BUILDING
T-1 TITLE SHEET
A-1 FLOOR PLAN
A-2 SECTION, FASTENING SCHEDULE & MATERIAL LIST
A-3 EXTERIOR ELEVATIONS
A-4 DETAILS
A-4.1 DETAILS
A-4.2 FLOOR FRAMING PLAN, DETAILS
A-4.3 ROOF FRAMING PLAN
M-1 REFLECTED CEILING PLAN, MECHANICAL PLAN
E-1 ELECTRICAL PLAN AND INFORMATION
E-2 LOW VOLTAGE PLAN
FOUNDATION
F-1 FOUNDATION PLAN, DETAILS & CALCULATIONS
ACCESS RAMPS & STAIRS
SHEET 1 OF 1 STANDARD PLANS / DETAILS / NOTES
HUTTEBALL IP
-FOREMUS 10
,
4010 LAKE WASHINGTON BLVD NE
SUITE 320
KIRKLAND, WA 98033
425.828.8948
HOARCH.COM
ARCHITECT STAMP
REGk5nRED
/ ,ARC rrECT
No 11321
Katlltn Pend
(STATE OF �ASHIN"roN
CONSULTANT STAMP
PROJECT INFORMATION
Edmonds-
Woodway
HS Portable
Placement
2024
7600 212th St SW
Edmonds, WA 98026
EDMONDS
SCHOOL DISTRICT No. 15
RECEIVED
Apr 23 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2024-0518
SCHOOL DISTRICT LOGO
� Edmonds
��: School District
PERMIT SET
04.16.2024
PROJECT NUMBER: 2305.2
SHEET NAME
Cover Sheet,
Project Data &
General Notes
SHEET NUMBER
��PA�RIAL SIT�EP LAN
SCALE:
1" = 40'-0"
0 40 :0
GOI.00
EXIST MAIN DIST. SWBD
208Y/120V-30-4W
2500A, 200,000AIC
EX (6)3.5"-3#600, 1#250
SNOHOMISH COUNTY PUD
XFRMR
2500/3
��=�30 s3sss 2500/3
POINT OF
SERVICE
ONE LINE DIAGRAM
SCALE: 1" = 40'-0"
EXISTING LOADS
/'_NEW FUSES
P4
100/2
1.5"-3#2 CU, 1#8 CU GND
200/2 100/2
2193
IDF P4--,�
;I
PANEL P4 \\/
1.5"-3#2, 1 #8
2+' - FIB:R IN INNDERDUCT
1� - INT RCOM
1 ' - FIRE ALARM
I'll
I I, III i
l NEW HANDHOLE
EXIST HH I FOR LOW -VOLTAGE
EX 1.5" N i(1/ 3#2, 1 #8
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11
GENERAL NOTES:
1. NEW PORTABLE P4 is RELOCATED FROM EXISTING
OAK HEIGHTS ELEMENTARY SCHOOL (OHES). PROVIDE
ELECTRICAL SUPPORT FOR RELOCATION. REMOVE
WIRING BACK TO EXISTING BUILDING. PULL BACK
AND COIL FIBER TO EXISTING BUILDING. SALVAGE
EXISTING PORTABLE DISTRIBUTION PANEL.
2. PORTIONS OF THE OHES CAMPUS ARE SCHEDULED
FOR DEMOLITION WORK TO SUPPORT NEW
CONSTRUCITON, UNDER A SEPARATE PROJECT.
COORDINATE ELECTRICAL PORTABLE RELOCATION
WORK WITH THE OHES PROJECT GENERAL
CONTRACTOR.
3. CONNECT EXISTING PORTABLE FIRE ALARM DEVICES.
UPDATE STADIUM'S GRAPHIC ANNUNCIATOR
LEGEND
CIRCUIT BREAKER
TRANSFORMER
GROUNDING PER CODES
Ow- 208V OR 240V PANEL
ETRANSFORMER
F❑IC FURNISHED BY OWNER INSTALLED BY CONTRACTOR
F❑I❑ FURNISHED BY OWNER INSTALLED BY OWNER
AVAILABLE FAULT CURRENT AS INDICATED
DFLAG NOTE
SERVICE AND FEEDER LOADS ARE NOT INCREASED BY MORE THAN 5% OF THEIR RATED CAPACITY:
ADDED LOAD
EXIST MAIN SWBD CAPACITY
EXIST SERVICE AND FEEDER LOADS INCREASE BY:
FfFW:B]
ENGINEERSz
Travis Fitzmaurice Wartelle
Balangue Engineers Inc.
1200 Westlake Ave. N., #509
Seattle, WA 98109
p:206-285-7228 1 info@tf-wb.com
12.63 KVA
900.00 KVA
2500.00 AMPS
1.4%
EXIST MAIN DIST. SWBD LOADS SHOWN FOR
REFERENCE:
EXIST MAIN DIST. SWBD
VOLTS 208
/120 3
PHASE, 3 WIRE
LOCATION MAIN ELECTRIC ROOM
AMPS 2500
MOUNTING SURFACE
FUSED SWITCH
AIC 200,000
GROUND BUS
FED FROM UTILITY TRANSFORMER
UL SERVICE LABEL
*PROVIDE NEW FUSES
CCT FUSED DESCRIPTION
LOAD
CCT
FUSED
DESCRIPTION
LOAD
NO. SWITCH
KVA I
NO.
SWITCH
KVA
1 300/3 EXIST PANEL A
84.71
2
400/3
EXIST PANEL C
111.33
3 500/3 EXIST PANEL D
118.38
4
500/3
EX HEAT COIL
126.00
5 500/3 EX HEAT COIL
126.00
6
250/3
EXIST PANEL B
67.79
7 100/2* NEW PANEL P4
11.82
8
(400/3)EX SPACE
0.00
9 (225/3) EX SPACE
0.00
T
-
CONNECTED LOAD
DEMAND LOAD
KVA
KVA
AMPS
LIGHTS 0.48
125%
0.60
1.67
RECEPTACLES 2.16
100%
2.16
6.00
HEATING 254.50
100%
254.50
706.42
LARGEST MOTOR 2.76
125%
3.45
9.58
OTHER MOTORS 1.72
100%
1.72
4.77
MISCELLANEOUS 384.41
100%
384.41
1067.02
KITCH. APPLIANCES 0.00
65%
0.00
0.00
646.03
646.84
1795.45
EXIST STADIUM IDF
EX MAIN DIST. SWBD
EXIST MAIND DIST. SWBD
VOLTS 208
/120
1 PHASE, 3 WIRE
LOCATION
PORTABLE P4
AMPS 100
MOUNTING
RECESSED
MCB 100
AIC
22,000
GROUND BUS
FED FROM
CCT
CCT DESCRIPTION
LOAD
CCT
CCT
DESCRIPTION
LOAD
NO.
BRKR
KVA
I
NO.
BRKR
KVA
1
20/1 LIGHTS & FANS
0.6
2
25/2
MINI SPLIT HVAC
4.36
3
20/1 RECEPTS
0.72
4
1
5
20/1 RECEPTS
0.72
6
20/2
DUCT HEATR
2.50
7
20/1 RECEPTS
0.72
8
1
9
SPACE
10
15/2
ERV
1.20
II
SPACE
12
20/1
IDF ENCLOSURE
1.00
CONNECTED
LOAD
DEMAND FACTOR
DEMAND LOAD
KVA
KVA
AMPS
LIGHTS
0.48
RECEPTACLES
2.16
HEATING
2.50
LARGEST MOTOR
2.76
OTHER MOTORS
1.72
MISCELLANEOUS
2.20
KITCH. APPLIANCES
0.00
125%
100%
100%
125%
100%
100%
100%
0.60
2.88
2.16
10.38
2.50
12.02
3.45
16.59
1.72
8.27
2.20
10.58
0.00
0.00
12.63 60.72
HUTTEBALL IP,
♦OREMUS 10
architecture
4010 LAKE WASHINGTON BLVD NE
SUITE 320
KIRKLAND, WA 98033
425.828.8948
HOARCH.COM
ARCHITECT STAMP
CONSULTANT STAMP
f �SI�NAL�E Gt��
PROJECT INFORMATION
Edmonds-
Woodway
HS Portable
Placement
2024
7600 212th St SW
Edmonds, WA 98026
EDMONDS
SCHOOL DISTRICT No. 15
BLD2024-0518
SCHOOL DISTRICT LOGO
Edmonds
School District
PROGRESS SET
01.29.2024
PROJECT NUMBER: 2305.2
SHEET NAME
Overall Site Plan,
One Line Diagram,
Panel Schedules
SITE PLAN
SCALE: 1/16" = 1'-0"
• -
1 41 it
l� ,l
1„1
SHEET NUMBER
El mOO