APPROVED BLD PLN BLD2022-1008+Architectural_Plan+8.1.2022_10.48.01_AM+302416318FBS2200113
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APPROVED
LANS MUST BE � � � O O
ON JOB SITE
�� ��
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
/Storage=uilding
Civic
Center
■
yfield
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OBT EIRMITEF TRH AL
STATE LA�Q,R($�!l11C� �OO �p��C�l�lJ lS
INDUSTRIL'-S"����
Applicable Codes: ..........................
WASHINGTON:
2018
International Building Code with WA Amendments
= T
e following documentation shall be availabl�0��
Uniform Plumbing Code by IAPMO with WA Amendments
■
si
a for the building inspector:
2020
National Electrical Code with WA Amendments
2018
v�ashington State Energy Code
■
2009
ICE A117.1 Accessibility Standard
COE APPROVED ARCHITECTURAL PLAN SET
■
Type of Construction: ........
x
COE APPROVED STRUCTURAL PLAN SET
■
COE REVIE4��I�I�L�CU.LATIO.N.PA.CKET.........
Park Res'troom
Separate plumbing and mechanical permits requi
�
'
installed on site.
■
ENERGY CREDIT WORKSHEET
Occupancy•
U
�
UTILITY BOX
MARKED "SEWER"
WITHIN 6' OF BUILDING
for systems S� — — —
SITE PLAN �
City Of Edmond
■
CIVIL PLAT Floor Area: ...................................... 813 - sq�lare feet
Building Department
■
�
-
--------------------------------------------
----
■
I�rOSS Wall Area: ...� .................... 1162 -square feet
Work PRE-FAB RESTROOM & STORA
E
■
Climate Zone: 4C
--------------------------------------------------
Address 310 6TH AVE N
------------------------------------------------
.................................... �
■
CITY OF EDMONDS BUILDING DEPARTMENT 2021 �
Owner CITY OF EDMONDS
Blazer Job Number: ......................... 20076
PRC Project Number: ..................... 10967
������0 �o���
Approved Date ; 08 24/2022
Building Official ' Eri.(i C�
Permit Number BLD2022-1008
f
PUMP BACKWASH � UTILITY BOX
DRAIN CONNECTION IJ W MARKED "WATER"
WITHIN 6' OF BUILDING
��dc�� �o D����o�g
T-1 Title Sheet.
AC Accessibility Compliance.
A-1 Floor Plan, Structural Design, Door Schedule.
A-1.1 Sections, Roof Framing Plan.
UTILITY BOX A-2 Exterior Elevations, Exterior Finish Schedule.
�E MARKED "ELECTRICAL"
WITHIN 6' OF BUILDING
A-3 Interior Elevations, Interior Finish &Accessories Schedules.
A-4 Details, Fastening Schedule.
A-5 Cap Beam Plan &Details.
M-1 Mechanical Plan &Information.
STATE OF WASHINGTON
P-1
Plumbing
Plan &Information.
DEPT.oFLABORANDINDUSTRIEs
FACTORY ASSEMBLED STRUCTURES
ELECTRICAL PLAN REVIEW
E-1
Electrical
Power Plan.
PLAN APPROVAL #18FBS2200113
E-2
Electrical
Lighting Plan.
BY: Jason Summers DATE: 07/09/2022
EXPIRATION DATE: See main plan examiner stamp
SUBJECT TO CODE AND FIELD INSPECTION
E-3
Electrical
Panel Schedule and
Calcs.
S-1 Slab Plan.
• The structural design details herein are specific to the building size and module configuration o
shown on the floor plan of these drawings. ° ° p
� o Q � See attached NLEA form O 0 Q O
• This building will be sited a minimum of 10 feet from all property lines and 10 feet from any O O Q 0 ❑ ❑ ❑ ❑ for COm lete IISt
assumed property lines between existing structures on site. p
Certified Manufacturer: Building Engineer: 1. Foundation plan review and inspection. Roof 25 psf (Snow)
BLAZER INDUSTRIES, Inc. Rock Shetler P.E. 2. An accessible route shall be provided to the building area as required in IBC section 1104.
• ADA Accessibility to this structure shall be in conformance with local code including all PO Box 489 �
pathways, ramps and paths of travel for parking to building Blazer Industries, Inc. 3. Electrical connection to service. Wind ............................ 110 mph Exposure r�Cr� (V)
Aumsville, OR 97325 PO Box 489
• Soil bearing requirement is 1500 psf, subGRADE Compaction at 90%. 4. On site electrical service grounding, electrode system and bonding.
Contact: Jamie Holmes Aumsville, OR 97325 Floor 50 psf, Slab -On -Grade (typ.)
( ) Phone: (503) 749-1900 5. Re uired arc flash labelin er NEC 110.16 • • • • • • • • • • • • • • • • • • • • • • • • • 125 psf Storage &Pump room
Building plumbing system is based upon full flow existing water service. Loss of required flow Phone: 503 749-1900 q g p
rate of 10 gpm or pressure below 35 psi may necessitate ar ,ntermediate well tank and check Fax: 503 749-3969 6. Available fault current field markings per NEC 110.24.
valve in line. ( ) E-mail: rock@blazerind.com
E-mail: fames@blazerind.com 7. Plumbing connection to service. All under slab plumbing Seismic SITE CLASS D, Sps = 1.030, SD1 = 0.558
Pro�ect close out documentation includin but not limited to a licable calculations ener • • • • • • • • • • • • • • • • • • • • • • • •
• J 9, pp 9Y Project Owner: 8. Installation of heat tape, when required.
compliance reports, fenestration NFRC rating certificates and 0 & M manuals is required to be Cit of Edmonds Washin tOn
delivered to the building owner within 90 days of their receipt of the certificate of occupancy. D2Slgner /Dealer: y g 9. Water heater pressure relief valve and/or drain pan disposal terminates at building exterior or an Risk Category II
121 5th Ave. N. approved location.
• Site installation details are noted on sheets A-4, A-5 and S-1 for structural connections, A-2 for PUBLIC RESTROOM COMPANY Edmonds, WA 98020
weatherization finish, P-1 for Plumbing connections and E-1 for electrical connections. SITE 2587 Business Parkway 10. Permit and inspection via local AHJ for water heaters having a volume greater than 11.25 gallons Minimum allowable soil pressure 1,500 psf
Contact: Henry Schroder er Washin ton State Boiler and Unfired Pressure Vessel Laws Cha ter 70.79 RCW and Cha ter
INSTALLATION PROCEDURE INCLUDES BUT NOT LIMITED TO: Service Hookups Minden, NV 89423 r p g p p Special Inspection is required.
(Electrical &Plumbing connections), Closeup of roofing across mod line, material Installation Title: City s Project Manager 296-104 WAC, by others on site 10 days prior to placing the equipment into operation.
Contact: Chad Kaufman See engineering documents for requirements.
of Modline trim interior and Exterior, Install backer rod and caulk mod line -walls, Install SL-1 Phone: (425) 771-0220 x 1329 11. Insulation, vapor barriers, air barriers and draftstopping at marriage line installed on site. Coordinate Wlth State of Ore on Ins ector RECEIVED
Self -leveling caulk (use on floor joint), Finish paint modline connection. Installation of Modline Phone: (888) 888-2060 Fax: (425) 672-5750 g p Au o1 2022
& Capbeam Mod connections. FaX: ($$$) $$$-1448 12. Site installed exterior lighting
Mobile: (425) 361-8825 CITY OFEDMONDS
DEVELOPMENT SERVICES
Email: Chad@publicrestroomcompany.com Email: henr .schroder@edmondswa. ov 13. Site completion or installation of siding, roofing, exterior/interior trim, floor covering and any DEPARTMENT
WWW. ublicrestroomcom an .Com y g electrical, plumbing or mechanical crossover connections as they pertain to mod connections. STATE OF WASHINGTON
p p y DEPT. OF LABOR AND INDUSTRIES
14. Site installed gutters &downspouts or roof drains as applicable. SPECIALTY COMPLIANCE SERVICES DIVISION 05/09/2022
• APPROVED BY PLANNING Project Landscape Architect: FACTORY ASSEMBLED STRUCTURES
Approved by Fire t � Walker Macy 15. Per WAC 296-150F Section 0500 Item No. 1: The installation of interior equipment and appliances c� wAx�T
,f, associated with the modular unit shall be completed under permit and inspection with the local PLAN APPROVAL #18FBS2200113 0 0� S�r��co
08/22/2022 ��w 111 SW Oak ST. SUlte 200 building department. � tiw .�� c �
AFM fC��tte�e� �. ,� �
Aug 16 2022 Portland, OR 97204 Plumbin s stems shall be tested and a SUBJECT TO FIELD INSPECTION. OVERSIGHTS � ._"_. °,
Contact: Jason Bril g Y pproved in accordance with this code or the Authority OR VIOLATION OF RCW/WAC ARE NOT
Title: PI'O•eCt Mana er Having Jurisdiction. �o �,� 3soo6 �� ww
� g INCLUDED OR APPROVED f� �
A GISTER �'
Phone: (503) 228-3122 Debra Anderson DATE: 07/11/2022 �ss1oNAL ���'�
Email: jbril@walkermacy.com EXPIRATION DATE: 07/11/2023
■ COPYRIGHT 2021, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM PROJECT NAME &LOCATION: SHEET TITLE: Approved for Const: Job Ivo: 20076
COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER • • PUBLIC
■■ �y��J � INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT � � RESTROOM Edmonds Civic Center Playfield TITLE SHEET File Copy:
� � �/ BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY Drawn By: NJP �
■■ INDUSTRIES, INC. AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Buildin Better Places To Go. Edmonds WA
/� P.O. BOX 489 www.blazerind.com Ph: 888-888 2060 Fax: 888-888-1448
DATE REV# REVISION BY DATE REV# REVISION BY ■■ 945 Olney St. ■ Aumsville, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. I Issue Date: 05-05-22
Page 5 of 60
Expires 7/11/2023
DOOR CLEAR � � DOOR CLEAR � � DOOR CLEAR � � DOOR CLEAR � � DOOR CLEAR �
APPROACH � � APPROACH � � APPROACH � APPROACH � APPROACH �
18FBS2200113
DOOR APPROACH
59�� MIN. CLEAR FLOOR MOUNTED
56" MIN. CLEAR WALL MOUNTED
54" MIN.
12" MAX. 42" MIN.
��
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_ _ ',
24'� MIN.
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FIXTURE APPROACH
TURNING RADIUS
1/4" = 1'-0" I 1/4" = 1'-0" � 1/4" = 1'-0"
54" MIN.
39" - 41"
WASHINGTON ACCESSIBILITY STANDARDS
36" MAX. (PREFERRED)
(SHOWING MINIMUMS & MAXIMUMS)
WATER SUPPLY AND DRAIN PIPES UNDER
LAVATORIES AND SINKS SHALL BE INSULATED OR
OTHERWISE CONFIGURED TO PROTECT AGAINST
CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE
SURFACES UNDER LAVATORIES AND SINKS.
z
SHADED AREA
12" MAX 42" MIN
�
MUST REMAIN CLEAR
OF OBSTRUCRONS.
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I REQUIRED �
30" x 48" I
<
OUTLET OF TP a
FLUSH � '�
CLEAR SPACE
LL
� � SHALL BE LOCATED
VALVE F
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TOP OF t'7
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SEAT O� -
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COUNTERTOP
24" MIN.
42" MAX.
ADA TOILET/GRAB BAR ELEVATION
ACCESSORIES ELEVATION
COUNTER LAVATORY
CLEAR ACCESS
CODE SUMMARY HEIGHT AFF/LOC
PUBLIC RESTROOM COMPANY STANDARDS
GRAB BARS
33" MIN. / 36" MAX. TO TOP
33" AFF. TO CENTER
CENTER OF TOILET FROM WALL
16" MIN. / 18" MAX.
17 1/2" TO CENTER
TOILET/SEAT
17" MIN. / 19" MAX.
18" TO TOP OF SEAT
TOILET FLUSH VALVE
48" MAX., MOUNTED ON OPEN SIDE
CENTERLINES TO BE 28" AFF AND 10" FROM CENTER OF WC
TP DISPENSER
BOTTOM OF TP OUTLET TO BE 18" MIN. AFF
TOP OF TP OUTLET TO BE 48" MAX. AFF
TP OUTLET OF FURTHEST ROLL TO BE 24" TO 42" FROM BACK WALL.
34" NOM. FROM BACKWALL TO CENTERLINE OF FRONT ROLL
AND 30" TO TOP
NOTE: SPACE BETWEEN GRAB BAR AND WALL TO BE 1 1/2" CLEAR.
GRAB BAR DIAMETER TO BE 1 1/4" to 1 1/2".
GRAB BAR MUST BE ABLE TO SUPPORT 250 Ib POINT LOAD AND NOT ROTATE WITHIN THE FITTINGS.
1-TOILET DESIGN CRITERIA: ICC /ANSI A117.1 - 2009
WATER SUPPLY AND DRAIN PIPES UNDER
LAVATORIES AND SINKS SHALL BE INSULATED OR
OTHERWISE CONFIGURED TO PROTECT AGAINST
CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE
SURFACES UNDER LAVATORIES AND SINKS.
17" - 25"
COUNTERTOP 17" MIN.
DEPTH
I I
TOP OF I �
LAVATORY - I I
I REQUIRED I
30" x 48" I
I CLEAR SPACE I
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,�, L _ _ _ _ _ _ _ _ _ _ _ _ _ _ J
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M
N .. 17
"MIN.
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of
$" MIN. KNEE 6" MAX.
CLEARANCE TOE CLEARANCE
COUNTER LAVATORY WALL HUNG LAVATORY
ELEVATION CLEAR ACCESS
17" MIN.
DEPTH
TOP OF
LAVATORY
Y z_
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M
N
" MIN. KNEE "MAX.
8 6
CLEARANCE TOE CLEARANCE
WALL HUNG LAVATORY
ELEVATION
CODE SUMMARY HEIGHT AFF/LOC
PUBLIC RESTROOM COMPANY STANDARDS
RIM HEIGHT (TOP OF LAY)
34" MAX
33" PREFERRED BUT MUST HAVE MIN. 29" KNEE SPACE
HEIGHT OF KNEE SPACE
27" MIN. AT 8" IN FROM FRONT
PER CODE
FRONT LAV TO TRAP
8" MIN
PER CODE
TOE SPACE UNDER TRAP
9" MIN
PER CODE
CONTROLS
CLEAR SPACE
DECK MT AT 34" MAX
33" PREFFERED
30" x 48"
PER CODE
2-LAVATORY/SINK DESIGN CRITERIA: ICC /ANSI A117.1 - 2009
NOT ALL ACCESSORIES SHOWN PERTAIN TO THIS PROJECT.
ITEMS SHOWN ARE FOR REPRESENTATION ONLY.
FACIAL MIRROR
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COAT HOOK � FACIAL MIRROR
LIQUID
SOAP
DISPENSER
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SOAP DISPENSER
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BABY CHANGING
STATION
NOTES:
1. NO FIXTURES IN THIS VIEW PROTRUDE MORE THAN 4"
2. ALL ACCESSIBLE FIXTURES/ACCESSORIES SHALL BE MOUNTED
w/ CODE COMPLIANT FORWARD AND/OR SIDE REACH RANGES
FINISHED FLOOR
3-NOT USED
VISUAL SIGN
TACTILE SIGN
�"' �� EXIT
ADA/BRAILLE SIGN
�, INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) TACTILE SIGN: _
RAISED CHARACTERS/BRAILLE
BRAILLE SHALL BE 48 INCHES MINIMUM AND 60 INCHES MAXIMUM ABOVE THE
FLOOR, MEASURED TO THE BASELINE OF THE BRAILLE CELLS. [ICC A117.1-2009
703.4.5]
RAISED CHARACTERS SHALL BE 48 INCHES MINIMUM ABOVE THE FLOOR, DOOR SIGNAGE
MEASURED TO THE BASELINE OF THE LOWEST RAISED CHARACTER AND 60
INCHES MAXIMUM ABOVE THE FLOOR MEASURED TO THE BASELINE OF THE
HIGHEST RAISED CHARACTER. [ICC A117.1-2009 703.3.10]
VISUAL CHARACTERS SHALL BE 40 INCHES MINIMUM ABOVE THE FLOOR OF THE
VIEWING POSITION, MEASURED TO THE BASELINE OF THE CHARACTER.
HEIGHTS SHALL COMPLY WITH TABLE 703.2.4 BASED ON THE SIZE OF THE
CHARACTERS ON THE SIGN. [ICC A117.1-2009 703.2.9]
Chl � JIV IV �
I
I
SIGN CENTERED IN I
CLEAR FLOOR SPACE I I
I I
18" x 18" CLEAR FLOOR SPACE � J
(CAN OVERLAP DOOR OPENING
ON PUSH SIDE OF DOOR IF
LIMITED WALL SPACE)
RECEIVED
Aug 01 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
::
11
::
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• :• ..
Page 6 of 60 Expires 7/11/2023
18FBS2200113
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DOOR, FRAME &HARDWARE SCHEDULE
ALL DOORS OPERABLE
1& 2
3
4
5a
5b
5c
5d
6
DOOR
ROOM
PULL
NO.
NAME
QTY
SIZE
TYPE
HINGE
LOCK
CLOSER
PLATE
THRESH
SWEEP
NOTES
O
ADARR
5
3' x 7'
HM
CONT
L-9456
YES
NONE
NO
NO
6a,f
O
UTILITY CHASE
1
3' x 7'
HM
CONT
B660J
NO
BOTH SIDES
270A
321SSN
6c,e
O
PUMP ROOM
1
3'-8" x 7'
HM
CONT
B660J
NO
BOTH SIDES
270A
321SSN
6c,e
O
STORAGE
1
5'-8" x 7'
HM
CONT
B660J
NO
BOTH SIDES
270A
321SSN
6b,c,d
Os
WINDOWS
5
3'-4" x 1'
MILGARD TRINSIC PICTURE WINDOW -DUAL GLAZED, SUNCOAT LOW-E /CLEAR 3/32 GLASS
NOTE: DOOR HARDWARE SHALL BE COMPLIANT WITH ICC A117.1-2009 SECTION 404.2.E
BUILDING LAYOUT NOTES:
1. SLAB SIZE IS SLIGHTLY LARGER THAN BUILDING SIZE.
2. BUILDING SIZE IS DETERMINED BY INTERIOR DIMENSIONS OF THE RESTROOMS.
DIMENSIONS ARE FACE OF BLOCK TO FACE OF BLOCK OR FACE OF OSB.
3. START LAYOUT BY MEASURING 4" IN FROM EDGE OF SLAB (AFTER VERIFYING SLAB
IS CORRECT). THIS WILL BE THE INSIDE FACE OF THE EXTERIOR BLOCK WALLS.
NOTES: NOTE: DOOR HARDWARE SHALL BE COMPLIANT WITH ICC A117.1-2009 SECTION 404.2.E
1. DOOR TYPES:
a) HM: GALVANIZED HOLLOW METAL, 14 ga. DOOR w/ 14 ga. FRAME.
2. ALL H.M. DOOR FRAMES:
a) WELDED.
b) 43/4" WIDE OVERALL.
c) 4" MASONRY HEADERS.
3. HINGE SPECS:
a) CONT: PEMKO KCFM-83" HD CONTINUOUS GEAR HINGE. RESTROOM UTILITY
4. LOCKS: O O
a) DEADBOLT: SCHLAGE B SERIES w/ TEMPORARY CONSTRUCTION FULL SIZE INTERCHANGABLE CORE (FSIC)
b) SCHLAGE L-9456 -MORTICE LOCK w/ OCCUPANCY INDICATOR &FULL SIZE INTERCHANGABLE CORE (FSIC)
5. HARDWARE SPECS:
a) CLOSERS: LCN 4211 CUSH FOR OUT -SWING DOOR.
b) PULL PLATE: ROCKWOOD VRT24C US32Dx91 CFC US32DMS w/ ANTIMICROBIAL HANDLES AND LATCH GUARD.
c) THRESH: PEMKO #270A (FOR NON -TILE FLOORS).
d) SWEEP: PEMKO 321SSN. PUMP ROOM STORAGE WINDOW
0
6. OTHER:
a) MAGNETIC LOCKS -SUPPLY &INSTALL SAM SECURITRON SYSTEM.
b) LOCK INACTIVE LEAF WITH FLUSHBOLT TOP &BOTTOM. ACTIVE LEAVE TO RECEIVE PULL HANDLE EACH SIDE PLUS DEADBOLT LOCK.
c) WEATHER STRIP - PEMKO 303-S.
d) PROVIDE DOOR CHECK CHAIN (IVES CS 115-20).
e) DOOR STOP (IVES WS 449B26D)
f) 24 x 12 LOUVERED - (24" WIDE x 12" HIGH) AIR LOUVER. OPERABLE, SERIES 1100 (BOTTOM OF LOUVER 13" FROM BOTTOM OF DOOR)
STRUCTURAL DESIGN
SEE SHEETS A-2 & A-3 FOR INTERIOR AND EXTERIOR FINISHES
COMPONENT
GENERIC DESCRIPTION
SPECIFIC MATERIAL LIST
NOTES
FOUNDATION /FLOOR DECK:
CONCRETE SLAB
#1
PERIMETER FRAMEWORK
STRUCTURAL STEEL
L6x6x5/16 (ASTM A36)
REINFORCEMENT
REBAR MAT DESIGN
#4 MIN. ASTM GRADE 60
CONCRETE (LIGHT WEIGHT)
8" MAT DESIGN
CUSTOM 4000 psi. (DESIGN BASIS IS 2500 psi.) WITH INTEGRAL
ADDITIVES FOR MOISTURE, STAINING, &CORROSION RESISTANCE
WALLS:
FRAMING (EXT):
TO 7'-4"
CMU BLOCK
4" PRECISION CONCRETE BLOCK
PG A-2
CAP BEAM
STEEL
HSS4x4x1/8" (ASTM A500 GRADE C)
ABOVE 7'-4" OR CAP BEAM
2x3 WOOD
2x3 DF #2 STUDS @ 16"oc.; 2x3 PT BOTTOM PLATE
FRAMING (INT):
TO 7'-4"
CMU BLOCK
4" PRECISION CONCRETE BLOCK
CAP BEAM
STEEL
HSS4x4x1/8" (ASTM A500 GRADE C)
ABOVE 7'-4" OR CAP BEAM
2x3 WOOD
2x3 DF #2 STUDS @ 16"oc.; 2x3 PT BOTTOM PLATE
SHEATHING (ABOVE CAP BEAM)
ALL FRAMED WALLS (BOTH SIDES)
7/16" OSB
7/16" APA RATED SHEATHING
#2
ROOF:
RAFTERS
2x6 WOOD RAFTERS
2x6 DF #2 RAFTERS @ 24" oc. (Except 16"oc at Mod 04)
SHEATHING (TOP OF RAFTER)
5/8" PLYWOOD
19/32 APA RATED (40/20)
SHEATHING (BOTTOM OF RAFTER)
5/8" OSB
19/32 APA RATED (40/20)
#3
NOTES:
1. COAT WITH ADDITIVE FOR URINE AND MOISTURE RESISTANCE.
2. PAINT WALL SHEATHING FOR MOISTURE PROTECTION (ONE SIDE).
3. SEE INTERIOR FINISH SCHEDULE FOR FINISHED CEILING CALLOUT.
LOW END OF
ROOF SLOPE
FLOOR PLAN
RECEIVED
Aug 01 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
05/09/2022
M � S H�
�G o� wasglTl�,
,� � = ��
�o �, 3soo6 � �w�
��'� �GI S T E1i� ��
`rIONAL ���
■ COPYRIGHT 2021, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM PROJECT NAME &LOCATION: SHEET TITLE: ApprovedtorConst: Job No: 2007E
COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER • • PUBLIC
■■ �`��J �� INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT � � RESTROOM Edmonds Civic Center Playfield FLOOR PLAN &DOOR File Copy:
� � �/ BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY �
■■ INDUSTRIES, INC. AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Buildin Better Places To Go. Edmonds WA &DESIGN SCHEDULES Drawn By: NJP
�� P.O. BOX489 www.blazerind.com Ph: 888-888 2060 Fax: 888-888-1448
DATE REV# REVISION BY DATE REV# REVISION BY ■■ 945 Olney St. ■ Aumsville, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. I Issue Date: 05-05-22
Page 7 of 60
Expires 7/11/2023
18FBS2200113
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9'-11%R" f 119%R"1 MOD '01' ROOF 9'-11%R" f 1195/u"1 MOD '02' ROOF
I
I
I
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SECTION -
15'-73/6" [1873/6"]
ROOF FRAMING MOD'01' &'03'
24" � 24"
rI I
cV
fr
II II II
II II II
I --- I --- --
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II II II II
II II
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I II II
II II
I II II
- - T - - - -
11 II II
d II 1 II II
A-4 0 \� � I i I li
dS = I I II
rn ~ I %4" PLYWOOD BACKING
o \ w i FOR FALL RESTRAINT
O � � II SEE MANUFACTURER'S
� " w I SPECIFICATIONS
-�o Z -�o � I II II II II
� \ � II II II
n � � O III II
O� LL O� O II II II II
LL � II II II II
O II II II II
� — II ___ II ___ I ___ __
II II II II
II II II II
CL — — — — — — — — — — — — —
24" 24" 2x6 RIM
1 I 1 l / 1 DAD ADCT AT CTf1C \A/AI I C 1 5 1
SECTION - B� B
1
A-4
Q
9
A-4
24" 24"
1/211
GAP �I
T
•
1
A-4
ROOF FRAMING MOD '02' & '04'
3/4" PLYWOOD BACKING
FOR FALL RESTRAINT
00 SEE MANUFACTURER'S
SPECIFICATIONS
%2 /12 SLOPE
2x6 RAFTERS @ 16"oc. @MOD 04
16 16 2x6 RAFTERS @ 24"oc. ALL ELSE
-----T---- --rr--
II I
II I
II II I
--- II --- — --
II II I
II II II I
II II II I
II II II I
II II II I
II II II I
II II II I 5
I II II II I
II II II I
II II n I A-4
15" II II II II II II II
III
IIIII�===�11 IIIII r III
�--' I I
I
II II II II � I
ill II II Ili I
II II n n I
�I II II II II I i i
I II II II II I 11
I II II II II I
I II II II II I A-4
II II II II I
II II II II II I
I II II II II I
I II II II II I E R K VER HEATHIN
II II II
S CU OC O S G
I I
II II II I
II II II I
I I
II II II I
II II II II II II II II I
II II II III II II II II SHEATHING LESS THAN
I I I I I I__ I I I__ I I_ __ I 24" REQUIRES BLOCKING
II — II II II I
I II II II I
II III II II II II I
--�--il---�-- II-----�-�--
PARAPET WALL � %$" SHEATHING
SHOWN FOR REF.
ROOF FRAMING PLAN
TPO WELDABLE
FLASHING
_�
rT
2" 2"
METAL CORNER
FLASHING DETAIL
3" = 1'-0"
TP(
Tfl/l \A/CI fl Cf1 CTff Tf1 O
SIDE VIEW
TPO ROOFING
TPO WELDED STRIP
CDT DRIP EDGE
METAL FLASHING —
O PATCH OVER CORNER
CDT DRIP EDGE
OA AND
OA AND
FRONT VIEW
NOTE:
SEE THERMOPLASTIC FIELD GUIDE FOR DETAILS
(SIMILAR TO DETAILS U-1A & U-1B)
TPO D ETAI L
PARAPET WALL
FASTEN CORNER
TRIM TO WALL
C SIDING
I�TAL CORNER FLASHING
STUC-O-FLEX
SIDING
RECEIVED
Aug 01 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
05/09/2022
M� SHE
�� o� was�IT���
w �
t,. � A
�:�
�'� �, 35006 � �w�
��� IDNAL E����
■ COPYRIGHT 2021, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM /� PROJECT NAME &LOCATION: SHEET TITLE: Appl-o�ed for const: yob No: 20076
COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER • � PUBLIC
■■ `y%%y � INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT � � RESTROOM Edmonds Civic Center Playfield SECTIONS & File Copy:
� � �/ BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY
■■ INDUSTRIES, INC.
�� P.O. BOX489 www.biazerind.com AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Building Better Places To Go. Edmonds WA ROOF FRAMING PLAN Drawn By: NJP .
DATE REV# REVISION BY DATE REV# REVISION ai' ■■ 945 Olney St. ■ Aumsville, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. Ph: 888-888-2060 � Fax: 888-888-1448 Issue Date: 05-05-22
Page 8 of 60 Expires 7/11/2023
18FBS2200113
ADA TACTILE "ALL GENDER /
CHANGING STATION" SIGN
ADA TACTILE "ALL GENDER /
CHANGING STATION" SIGN
WALL C
ADA TACTILE "ALL GENDER /
CHANGING STATION" SIGN
WALL A
ADA TACTILE "ALL GENDER /
CHANGING STATION" SIGN
ADA TACTILE "ALL GENDER /
CHANGING STATION" SIGN
EXTERIOR FINISH SCHEDULE
DESCRIPTION
FINISH
WALLS
FULL HEIGHT SIDING
STUC-O-FLEX
2 COATS PAINT
CAULK (SITE INSTALL)
MODLINE w/ BACKER ROD AS REQUIRED, WHERE APPLICABLE
WHERE APPLICABLE
LOUVERED VENT
2 EXTERIOR
MILL FINISH
ROOF
ROOFING
60 MI. REINFORCED, GLUE DOWN TPO (GRAY) w/ CDT DRIP EDGE
WELDED AT MODLINES ON SITE BY OTHERS
PARAPET WALL CAP
STEEL OVER WOOD TRIM
DOORS
ALL DOORS AND FRAMES
GALVANIZED HOLLOW METAL
1 COAT PRIMER, 2 COATS PAINT
WALL 3
WALL 1
PHOTOCELL
FUTURE MURAL WALL
RECEIVED
Aug 01 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
05/09/2022
M• SHF
�� o� was�IT���'
w �
� �:
�'� �, 35006 � �w�
EXTERIOR ELEVATIONS ��sroNaL�����
3/8" = 1'-0"
■ COPYRIGHT 2021, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM /\ PROJECT NAME &LOCATION: SHEET TITLE: Approved for Gonst: Job No: 20076
COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER • • PUBLIC
■■ i`��J �♦ INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT � � RESTROOM Edmonds Civic Center Playfield EXTERIOR ELEVATION�7 � File Copy:
� � �/ BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY
■■ INDUSTRIES, INC. Edmonds, WA EXT FINISH SCHEDULE Drawn By: NJP
�� P.O. BOX489 www.blazerind.com AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Building Better Places To Go. ■
DATE REV# REVISION BY DATE REV# REVISION BY ■■ 945 Olney St. ■ Aumsville, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. Ph: 888-888-2060 � Fax: 888-888-1448 Issue Date: 05-05-22
Page 9 of 60 Expires 7/11/2023
18FBS2200113
LOUVERED VENT
12" x 12"
LIGHT FIXTURE
CAP BEAM
o� o�
.� Q ,� Q
18"x 30"
SOAP MIRROR
DISPENSER
HAND DRYER 16" 6/
48" 10" 42"
NOM. °
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0�0 � N Y
34"
ALLOWABLE 17��� 18"
TP LOCATION
6'-0" [72"] CMU-CMU T-6" [90"] CMU-CMU
ADARR #1,3,4 ADARR #1
ELEVATION A ELEVATION B
6'-0" [72"] CMU-CMU
ADARR #2, 5
ELEVATION D
LOUVERED VENT
12" x 12"
��
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HAND DRYER
42"
LOUVERED VENT
LIGHT FIXTURE
12" x 12"
o �
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MIRROR
SOAP
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6"
16"
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17%z"
7'-6%$"
[903/$"] CMU-CMU
ADARR #2
ELEVATION E
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SOAP MIRROR
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ADARR #3,4 ELEVATION G
k
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6'-0" [72"] CMU-CMU
ADARR #1,3,4
ELEVATION C
CAP BEAM
10"
48"
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ELEVATION F
LIGHT FIXTURE
co �
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8'-0" [96"] CMU-CMU
ADARR #5 ELE
VATI ON H
INTERIOR FINISH
SCHEDULE
DESCRIPTION
FINISH
BRAND /COLOR
NOTES
FLOOR:
ENTIRE BUILDING
CONCRETE
LIGHT BROOM
NATURAL
ADDITIVE FOR 95% URINE/MOISTURE RESISTANCE
WALL:
RESTROOM TO 7'-4"
CMU BLOCK
STEEL
JAMES HARDIE FRC STUCCO PATTERN
CMU BLOCK
STEEL
OSB
PAINT
PAINT
PITTSBURGH PITT-TECH/PURE WHITE #90-374
2 COATS BLOCK FILLER, 2 COATS GLOSS
1 COAT PRIMER, 2 COATS GLOSS
CAP BEAM
PITTSBURGH PITT-TECH/PURE WHITE #90-374
ABOVE CAP BEAM
PAINT
PITTSBURGH PITT-TECH/PURE WHITE #90-374
PITTSBURGH PITT-TECH/PURE WHITE #90-374
1 COAT PRIMER, 2 COATS GLOSS
1 COATS BLOCK FILLER, 1 COATS GLOSS
UTILITY/STORAGE/PUMP ROOM TO 7'-4"
PAINT
PAINT
PAINT
CAP BEAM
PITTSBURGH PITT-TECH/PURE WHITE #90-374
1 COAT PRIMER, 2 COATS GLOSS
ABOVE CAP BEAM
PITTSBURGH PITT-TECH/PURE WHITE #90-374
1 COAT PRIMER, 2 COATS GLOSS
CEILING:
ALL ROOMS
JAMES HARDIE FRC STUCCO PATTERN
PAINT
PITTSBURGH PITT-TECH/PURE WHITE #90-374
1 COAT PRIMER, 2 COATS GLOSS
ACCESSORIES
MOUNT WITH VANDAL RESISTANT SS SCREWS.
DESCRIPTION
QTY
SIZE/STYLE
MANUFACTURER/ITEM #
FINISH /COLOR /STYLE
NOTES
GRAB BAR
5
18"
42"
ADA COMPLIANT
ADA COMPLIANT
ADA COMPLIANT
S.S.
S.S.
S.S.
40" A.F.F. TO BOTTOM (INSTALLED VERTICALLY)
34" A.F.F. TO CENTER
34" A.F.F. TO CENTER
64" TO TOP
GRAB BAR
5
GRAB BAR
5
48"
SIGNS:
COMBINATION ADA TACTILE ROOM ID
5
RECTANGULAR 8" x 12"
PRC
ALUMINUM BLUE
ALL GENDER /BABY CHANGING STATION
TP HOLDER
5
VANDAL RESISTANT 3-ROLL
ROYCE ROLLS TP-3
S.S.
30" A.F.F. TO TOP
BABY CHANGING STATION
5
HORIZONTAL
FOUNDATIONS #5410339
SS /POLY
28" TO BOTTOM
HAND DRYER
5
SURFACE MOUNTED
DYSON AIRBLADE V
BRUSHED NICKEL
S.S.
S.S.
40" TO CONTROLS (MAX.)
MIRROR
5
5
18" x 30"
SURFACE MOUNTED
BOBRICK B-1556
BOBRICK B-2111
40" TO BOTTOM (MAX.)
SOAP DISPENSER
40" TO CONTROLS (MAX.)
UTILITY HOOK
5
SURFACE MOUNTED
BOBRICK B-670
S.S.
48" TO HOOK (MAX.)
OTHER SPECIALTY ITEMS
LOUVERED VENT
LOUVERED VENT
LOUVERED VENT
FALL RESTRAINT
2
36" x 12"
20" x 10"
12" x 6"
ECCO INDUSTRIES 8401
ALUMINUM
1
ECCO INDUSTRIES 8402
ALUMINUM
5
MODEL 905
ALUMINUM
2
1800X1000 SUPER ANCHOR CRAB
NOTES:
1. INTERIOR ELEVATIONS REFLECT ACTUAL DIMENSIONS THAT WILL BE USED. SEE AC SHEET FOR CODE CRITERIA.
2. VERTICAL DIMENSIONS ARE FROM TOP OF FINISHED FLOOR UNLESS NOTED OTHERWISE.
3. ISA: INTERNATIONAL SYMBOL OF ACCESSIBILITY, REQUIRED SIGNAGE FOR ACCESSIBLE RESTROOMS.
INTERIOR LAYOUT
■ COPYRIGHT 2021, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM PROJECT NAME &LOCATION: SHEET TITLE: Approved for Const: Job No: 20076
COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER • • PUBLIC �+
■■ INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT � � RESTROOM Edmonds Civic Center Playfield I NT ELEVATIONS, LAYOUT File Copy:
� BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY
■■ INDUSTRIES, INC. AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Buildin Better Places To Go. Edmonds WA FINISH &ACC. SCHEDULES Drawn By: NJP �
�� P.O. BOX489 www.blazerind.com Ph: 888-888 2060 Fax: 888-888-1448
DATE REV# REVISION BY DATE REV# REVISION BY ■■ 945 Olney St. ■ Aumsville, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. I Issue Date: 05-05-22
Page 10 of 60 Expires 7/11/2023
18FBS2200113
�&�
`�'
2x3 WOOD TOP PLATE
CDT DRIP EDGE
TPO ROOFING OVER
"SECUROCK
%6" FRC SIDING OVER
WEATHER RESISTIVE BARRIER 2x3 BLOCKING %$" SHEATHING
BOTH SIDES OF RAFTERS
16ga x 1 %" STAPLES @ 6"oc.
SIMPSON LU26
2x3 WOOD STUDS @ 16"oc.
@ EACH RAFTER
2x6 RAFTERS
w/ �/6" SHEATHING PER
STRUCTURALDESIGN SCHEDULE
SCREWS PER
FASTENING SCHEDULE
(2) 0.131 x 3" NAILS &
%6" FRC
(1) SPAX %4 x 3" POWER LAG
2x3 PT WOOD BOTTOM PLATE
PER STUD
0.131 x 3" NAILS @ 8"oc INTO BLOCKING
16" FILLER
5/6" FRC
FLASHING
1%"
(SHOWN FOR REF. ONLY)
(USE ONLY IN R.R.)
STUCCO FINISH
OVER CMU & FRC �
CAP BEAM
MIN. NUMBER OF ANCHORS PER WALL
SPACING NOT TO EXCEED 48"oc.
WALL
NUMBER
WALLA ...................
7
WALL C ...................
7
INT. WALLS
3
WALL 1
7
WALL 3
7
LI
I i ANCHORS (SPACING PER CHART)
II
r I 1%° 3%4"x 3%4"x %4" STEEL PLATE
WELDED TO END OF %z"� x 20" LONG
REBAR (ASTM A706) WITH %6" FILLET
WELD ALL AROUND.
FASTEN CAP BEAM TO STEEL ANCHOR
PLATE WITH MIN. OF 1%z" OF %6" FILLET
WELD.
PARAPET WALL DETAIL @ GRIDS A & C
SITE INSTALLED
MIN. 12" WIDE SECUROCK
& 2" SHEATHING STRIP
2x6 RAFTERS
2x3 WOOD TOP PLATE
2x3 WOOD STUDS @ 16"oc.
w/ �/6" SHEATHING PER
STRUCTURAL DESIGN SCHEDULE
SCREWS PER
FASTENING SCHEDULE
2x3 PT WOOD BOTTOM PLATE
1 z"
STEEL COLUMN -
SHOWN FOR REF.
�4��
MODLINE
4 x 8 x 16 CMU BLOCK WALL FULLY GROUTED.
TWO 9ga. WIRES FOR HORIZONTAL JOINT
REINFORCEMENT @ 8"oc AND #3 REBAR
@ 8 oc VERT. PROVIDE #4 REBAR VERT. @
CORNERS, WITHIN 16" EA. SIDE OF OPENINGS,
WITHIN 8" EA. SIDE OF MOVEMENT JOINTS, @
ENDS OF WALLS & @MAXIMUM 10'-0" oc. USE
TYPE 'S' MORTAR. HORIZONTAL
REINFORCEMENT IS REQUIRED AT BOTTOM AND
TOP OF WALL OPENINGS &MUST EXTEND 24"
TPO ROOFING OVER
13 %" SECUROCK
%Z" GAP 5/a" SHEATHING
L � BOTH SIDES OF RAFTERS
�4��
SDS %4x3" OR � %6" FRC
SPAX %4 x 3" POWER LAGS
SCREWS @ 12"oc.
I
%6" FRC
(SHOWN FOR REF. ONLY)
I (USE ONLY IN R.R.)
1%"
CAP BEAM
i I ANCHORS @ 48"oc. (MAX.):
I ii � SEE EAVE DETAIL FOR
r I 1„ SIZE, DETAILS &QUANTITY
DETAIL @GRID B
fm=
1500psi
CMU=
1900psi
GROUT=
2000psi
MORTAR=
TYPE S
NOTE: PER ACI 530 TABLE 2
OR > = 40 BAR DIAMETERS PAST OPENINGS �
L7
z
w
J
STARTER BARS: EMBED #4 BAR 5" DEEP w/ EPDXY Q � �
HILTI HY 200-R ICC ESR-3187 0° � �
HILTI HIT -RE 500 ICC ESR-3814 w O O
SIMPSON SET ICC ESR-2508 ¢ o
v7
4" z
COMPACTED SOIL FOR 6'
HORIZONTAL (MIN.) �
23/8��
I III -III °° I I -III_
1 111 I I I I1 I I1 I I III1 I I �- - - � - -
11III-III-
I IIIII �
i III1 I � ���������
��� °
4 4
a a a 2" BED OF (COURSE MASON) SAND
FOUNDATION ° o a ° o OVER MIN. 4" CLASS II TYPE B
SHOWN FOR a AGGREGATE BASE COMPACTED 90%
REFERENCE ONLY ° M.D.D. (BY GENERAL CONTRACTOR)
(PROVIDED BY OWNER/
CONTRACTOR) 8" CONCRETE SLAB WITH MIN. #4 REBAR @ 8"oc
(SEE (1/S-2) FOR DETAILS) E.W. TOP & #4 REBAR @ 16"oc BOTTOM.
1 ��
DATE REV#
SLAB
REVISION
GRADE 60 MIN. 1/4 COVER.
CONCRETE STRENGTH MIN. 4000 psi @ 28 DAYS
(DESIGN BASIS IS 2500 psi @ 28 DAYS).
& WALL DETAILS
CDT DRIP EDGE
%6" FRC SIDING OVER
WEATHER RESISTIVE BARRIER
2x3 BLOCKING
16ga x 1 %" STAPLES @ 6"oc.
INTO 2x3 BLOCKING
2x3 WOOD STUDS @ 16"oc.
w/ �/6" SHEATHING PER
STRUCTURALDESIGN SCHEDULE
SCREWS PER -
FASTENING SCHEDULE
2x3 PT WOOD BOTTOM PLATE -
%6" FILLER -
FLASHING -
STUCCO FINISH -
OVER CMU &FRC
� 2x3 WOOD TOP PLATE
24"
cV
'� 12
1/2
TPO ROOFING OVER
%z" SECUROCK
-5/$" SHEATHING
BOTH SIDES OF RAFTERS
24"oc.
2x6 RAFTERS
(2) 0.131 x 3" NAILS &
(1) SPAX %4 x 3" POWER LAG %6" FRC
PER STUD
0.131 x 3" NAILS @ 8"oc INTO BLOCKING
%6" FRC
(SHOWN FOR REF. ONLY)
(USE ONLY IN R.R.)
1%"
CAP BEAM
{ .` ANCHORS @ 48"oc. (MAX.):
I I SEE EAVE DETAIL FOR
I I .
1��� SIZE, DETAILS &QUANTITY
i .r
I.I.
I.i
II
I I.
.I.I
PARAPET WALL DETAIL @GRID 1
TPO ROOFING OVER
"SECUROCK
12
1/2
5/6" FRC �
16"
%$" SHEATHING
BOTH SIDES OF RAFTERS
2x6 RAFTERS
(2) 2x3 TOP PLATES
(RIP TOP PLATE TO SLOPE)
=� �-
�,
5/6" FRC
(SHOWN FOR REF. ONLY) 1�„
(USE ONLY IN R.R.)
CAP BEAM
il.
ANCHORS @ 48"oc. (MAX.): � t .
SEE EAVE DETAIL FOR I I
SIZE, DETAILS &QUANTITY 1
1/s r. l
it
LI.
II
II
I ,I .
I
3
� CDT DRIP EDGE
GUTTER ON
SITE BY OTHERS
MIN. (1) SDS %4x3" SCREWS
OR SPAX%4x3"
POWER LAGS @12"oc.
2x3 WOOD STUDS @ 16"oc.
w/ �/6" SHEATHING PER
STRUCTURAL DESIGN SCHEDULE
SCREWS PER
FASTENING SCHEDULE
2x3 PT WOOD BOTTOM PLATE
FLASHING
STUCCO FINISH
OVER CMU &FRC
� EAVE @GRID 3
MIN. (1) SDS %4x3" SCREWS
OR SPAX %4 x 3"
POWER LAGS @24"oc.
%6" FRC
(SHOWN FOR REF. ONLY)
(USE ONLY IN R.R.)
SCREWS PER
FASTENING SCHEDULE
2x3 PT WOOD BOTTOM PLATE
RESTROOM
5/$" SHEATHING
BOTH SIDES OF RAFTERS
2x6 RAFTERS ��
%6" FRC
2x3 WOOD TOP PLATE
2x3 WOOD STUDS @ 16"oc.
w/ �/6" SHEATHING PER
STRUCTURALDESIGN SCHEDULE
1�4��
UTILITY CHASE
CAP BEAM
ANCHORS @ 48"oc. (MAX.):
SEE EAVE DETAIL FOR
SIZE, DETAILS &QUANTITY
TPO ROOFING OVER
%Z" SECUROCK
SDS %4x3" SCREWS
OR SPAX%4x3"�
POWER LAGS @ 24"oc.
� %6" FRC
2x3 WOOD TOP PLATE -
SCREWS PER
FASTENING SCHEDULE
2x3 PT WOOD BOTTOM PLATE
5/a" SHEATHING
BOTH SIDES OF RAFTERS
12
1/2
2x6 RAFTERS
5/6" FRC
(SHOWN FOR REF. ONLY)
(USE ONLY IN R.R.)
2x3 WOOD STUDS @ 16"oc.
w/ %6" SHEATHING PER
STRUCTURALDESIGN SCHEDULE
1�4��
RESTROOM
CAP BEAM
I ANCHORS @ 48"oc. (MAX.):
SEE EAVE DETAIL FOR
SIZE, DETAILS &QUANTITY
1�6��
ii
II
'L I
rI
iI
LL
INTERIOR WALL DETAIL
SITE INSTALLED
0.113 x 2 %a" NAILS 2 MIN. 12" WIDE SECUROCK
@ 6"oc. (EACH EDGE) & 3" SHEATHING STRIP TPO ROOFING OVER
%$" SHEATHING %2" SECUROCK
BOTH SIDES OF RAFTERS 12
1/2
I
2x6 RAFTERS MIN. (1) SDS %4 x 3" SCREW OR
SPAX %4 x 3" POWER LAGS
I PER RAFTER
i %6" FRC
(2) 2x3 TOP PLATES �
(RIP TOP PLATE TO SLOPE)
%6" FRC
(SHOWN FOR REF. ONLY)
(USE ONLY IN R.R.)
I
1�4n
I
2x3 PT WOOD BOTTOM PLATE
2x3 WOOD STUDS @ 16"oc.
w/ �/6" SHEATHING PER
STRUCTURAL DESIGN SCHEDULE
1�4��
SCREWS PER SCREWS PER
FASTENING SCHEDULE I FASTENING SCHEDULE
CAP BEAM CAP BEAM
{ � I � ANCHORS @ 48"oc. (MAX.):
1" 1" SEE EAVE DETAIL FOR
SIZE, DETAILS &QUANTITY
MODLINE DETAIL @GRID 2
HDU2 w/ (6) -
SDS%4X1%" SCREWS
ROOF RIM
O
SITE INSTALLED
SOLID BLOCKING
4
_ �� ' •-
��ii�� ,..:,
Q. Q.
0 I 0
W W
n.� i �n
INTERIOR WALL DETAIL CHORD SPLICE
■ COPYRIGHT 2021, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM ��
COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER • • PUBLIC
■■ ��� ^ INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT � � RESTROOM
� ' ✓ BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY
■■ INDUSTRIES, INc. AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES
�� P.O. BOX489 www.blazerind.com Building Better Places To Go.
REVISION BY ■■ 9a5 Olney St. ■ Aumsville, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. Ph: 888-888-2060 � Fax: 888-888-1448
FASTENING SCHEDULE
WOOD FRAMED WALLS
WOOD FRAMING STUDS -TO -TOP &BOTTOM PLATES
(2) 0.131"x 3" NAILS
SHEATHING -TO -INTERIOR FRAMING (BOTH SIDES)
16ga. x 1 1/2" STAPLE (SENCO N17) @ 6"oc EDGE, 12"oc FIELD
GABLE END WALLS (BOTH SIDES)
16ga. x 1 1/2" STAPLE (SENCO N17) @ 6"oc EDGE, 12"oc FIELD
BOTTOM PLATE -TO -CAP BEAM (EXTERIOR WALLS)
#12 SCREWS @ 8"oc
ROOF
RAFTERS -TO- RIMS
MIN. OF (3) 0.131 x 3 1/4" NAILS (END GRAIN)
0.113x2 3/8" NAILS @ 6" oc. EDGE, 12" oc. FIELD. LONG AXIS PERPENDICULAR TO FRAMING,
OFFSET PANEL ENDS 4'. BLOCK PANEL EDGES OF PIECES LESS THAN 24" WIDE.
SHEATHING -TO- RAFTERS
SECUROCK-TO-SHEATHING
(16) MIN. #9 SCREWS AND 3" FASTENING PLATES PER 4'-0" x 8'-0" SHEET.
STATEMENT OF SPECIAL INSPECTIONS
THE MATERIALS, SYSTEMS, COMPONENTS AND WORK REQUIRED TO HAVE SPECIAL INSPECTIONS ARE LISTED
IN THE TABLES BELOW AS WELL AS THE TYPE AND EXTENT AND FREQUENCY. INSPECTIONS WILL BE
COMPLETED BY THE ENGINEER OF RECORD OR OTHER ENGINEER DESIGNATED BY THE ENGINEER OF
RECORD OR CARLSON TESTING.
NO SPECIAL INSPECTIONS ARE REQUIRED FOR SEISMIC OR WIND RESISTANCE.
REQUIRED VERIFICATION &INSPECTION OF MASONRY CONSTRUCTION
INSPECTION TASK
FREQUENCY
CONTINUOUS
PERIODIC
1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS
X
2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE
FOLLOWING ARE IN COMPLIANCE:
a. PROPORTIONS OF SITE -PREPARED MORTAR
X
b. CONSTRUCTION OF MORTAR JOINTS
X
c. LOCATION OF REINFORCEMENT
X
3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:
a. GROUT SPACE
X
b. PLACEMENT OF REINFORCEMENT AND CONNECTORS
X
c. CONSTRUCTION OF MORTAR JOINTS
X
4. VERIFY DURING CONSTRUCTION:
a. SIZE AND LOCATION OF STRUCTURAL ELEMENTS
X
b. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS
OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR
OTHER CONSTRUCTION
X
c. WELDING OF REINFORCEMENT
X
GABLE END RAFTER
%z" DIAMETER BOLT
WITH 1%Z" DIA. WASHER
�u�
ST2215 WITH
6- 0.148 x 1%"
NAILS EACH END
"SPACER
CHORD SPLICE
� �
� i �
0 0
w w
SITE INSTALLED
(2) %$" DIA. BOLTS 8" � 8"
HDU2 w/ (6)
SDS%4X1%" SCREWS �
ROOF RIM I I
-�-
ROOF RIM I I
� --- ---
ST2215 WITH � i
6- 0.148 x 1%2"
NAILS EACH END � �
(TYP. OF 4) � �
o i o
w w
SITE INSTALLED
(2) %" DIA. BOLTS
ROOF RIM
I lO ROOF RIM
"SPACER
%" DIAMETER BOLT
WITH 1%Z" DIA. WASHER
SOLID BLOCKING
(TYP. OF 2)
1 O CHORD SPLICE
1'h" = 1'-0"
PROJECT NAME &LOCATION: SHEET TITLE:
Edmonds Civic Center Playfield DETAILS
Edmonds, WA
Approved for Const:
File Copy:
Drawn By: NJP
Issue Date: 05-05-22
RECEIVED
Aug 01 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
05/09/2022
NL� SHF
�� o� wash f �1��
w �
� � �
r�
�`/'� �, 35006 D �k'�
�� �c�STE�ti ��
�sIONAL ���
Job No: 20076
Page 11 of 60 Expires 7/11/2023
18FBS2200113
CAP BEAM HSS6x4x%$"
(CAP END OF TUBE)
� �� �� ��
4x4x1
� 'PLATE TAPPED
� FOR BOLT 3/16
CMU WALLS
3�� BELOW CAP BEAM
z�
w �
— — -- ----- �w
w m
II,,,. a
��L HSS4x4x%" CAP BEAMS 00 a
6" $ N �
"x 4"x 1" PLATE
MIN. %$" DIA. BOLT
w/ 4"x 4"x %4" WASHER PLATE
3/16 �/ 3"
CAP BEAM CONNECTION
1 1/2" = 1'-0" SITE CONNECTION
HSS6x4x%$ CAPBEAM -,
GRIND FLUSH
-� -- � �
HSS4x4x%$POST
%" BASE PLATE
"� THREADED RODS
HSS4x4x%$ POST
%2" MS PL 4"x4" BASE PLATE
GRIND FLUSH
GROUT AS NEEDED
8" CONCRETE SLAB
(2) %"� THREADED RODS
x 4" LONG DRILLED AND
EPDXIED INTO CONC. SLAB
COLUMN -SLAB DETAILS
HSS6x4x%$ CAPBEAM - r
GRIND FLUSH
3/16 I i
I I
I I
I I
HSS4x4x%$POST i it it it
%" BASE PLATE
"� THREADED RODS
HSS4x4x%8 POST
%2" MS PL 4"x4" BASE PLATE
GRIND FLUSH
3/16
GROUT AS NEEDED
3/16
_,
8" CONCRETE SLAB
c�
(2) %"� THREADED RODS
x 4" LONG DRILLED AND
EPDXIED INTO CONC. SLAB
COLUMN -SLAB DETAILS
1 2 3
40'-53/a" f4853/a"1 OVER ALL
fV
_O
J
J ,--i
Q O
� �
W Q
� O
g
N_ �
-�
rn �
0
0
oZS
rn
0
O
m
g
0
�,
REQUIRED VERIFICATION &INSPECTION OF STEEL CONSTRUCTION
INSPECTION TASKS PRIOR TO WELDING
(NOTE PER AISC 360 &AWS D1.1: O = OBSERVE, P =PERFORM)
FREQUENCY
1.
WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE
P
2.
MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE
P
3.
MATERIAL IDENTIFICATION (TYPE/GRADE)
O
4.
FIT -UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)
O
5.
FIT -UP OF FILLET WELDS
O
INSPECTION TASKS DURING WELDING
FREQUENCY
1.
USE OF QUALIFIED WELDERS
O
2.
CONTROL AND HANDLING OF WELDING CONSUMABLES
O
3.
NO WELDING OVER CRACKED TACK WELDS
O
4.
ENVIRONMENTAL CONDITIONS
O
5.
WPS FOLLOWED
O
6.
WELDING TECHNIQUES
O
INSPECTION
TASKS AFTER WELDING
FREQUENCY
1.
2.
3.
4.
5.
6.
7.
8.
WELDS CLEANED
SIZE, LENGTH, AND LOCATION OF WELDS
WELDS MEET VISUAL ACCEPTANCE CRITERIA
ARC STRIKES
K-AREA
BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)
REPAIR ACTIVITIES
DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER
O
P
P
P
P
P
P
P
CAP BEAM PLAN
NOTES:
#1 THIS DIMENSION IS FOR REFERENCE ONLY AND IS FROM THE INSIDE
OF THE CAP BEAM TO THE INSIDE OF THE CMU BLOCK WALL.
#2 ALL STEEL INTERSECTIONS WELDED WITH MIN. 3/6" FILLET FCAW-AWS 5.20
ALL AROUND OR %8" GROOVE WELD, UNLESS NOTED OTHERWISE.
#3 ALL STEEL PLATE IS ASTM A36.
WELDING OPERATORS SHALL BE CERTIFIED FOR
#4 STRUCTURAL STEEL AND/OR REINFORCEMENT.
RECEIVED
Aug 01 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
05/09/2022
M' S R�
�� o� was�IT���
ti �
� � �
0
r�
�'� �, 35006 � �w�
��� I�NAL E����
■ COPYRIGHT 2021, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM /\ PROJECT NAME &LOCATION: SHEET TITLE: Approved for Const: Job No: 20076
COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER • • PUBLIC
■■ �✓� INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT � � RESTROOM Edmonds Civic Center Playfield CAP BEAM PLAN &DETAILS File Copy:
� r BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY Drawn By: NJP �
■■ INDUSTRIES, INC. AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Buildin Better Places To Go. Edmonds WA
�� P.O. BOX 489 www.blazerind.com 9
DATE REV# REVISION BY DATE REV# REVISION BY ■■ 945 Olney St. ■ Aumsville, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. Ph: 888-888-2060 � Fax: 888-888-1448 Issue Date: 05-05-22
Page 12 of 60 Expires 7/11/2023
Q2 MODLINE Q
18FBS2200113
MODLINE
MECHANICAL SECTION
MECHANICAL PLAN
MIN. EXHAUST RATE PER 2018 IMC WAC TABLE 403.3.1.1
OCCUPANCY
EXHAUST RATE
# OF
UNITS
TOTAL CFM/UNIT
EXHAUST
RATE CFM/SF
AREA SF
TOTAL CFM
INT.
CONT.
INT.
CONT.
ADARR #1
70
50
1
70
50
45
ADARR #2
70
50
1
70
50
45
ADARR #3
70
50
1
70
50
46
ADARR #4
70
50
1
70
50
46
ADARR #5
70
50
1
70
50
48
PER UNIT MINIMUM EXHAUST RATE PER SF MINIMUM EXHAUST RATE
EXHAUST FAN -SCHEDULE
FAN
MODEL
LOCATION
DISCRIPTION
SP
CFM
VOLTS
PHASE
WATTS
NOTES
NUMBER
NUMBER
EXH-1
L400L
UTILITY CHASE
BROAN INLINE FAN
.25
360
115
1
146
1
EXH-2
484x37
PUMP ROOM
DAYTON THRU WALL FAN
0.0
625
115
1
69
2
STORAGE
NOTES
1. INLINE FAN CONTROLLED BY AN OCCUPANCY
2. CONTROLLED
BY THERMOSTAT &MANUAL SWITCH
LOUVER- SCHEDULE
LOUVER
Q�
MODEL
SIZE
LOCATION
DISCRIPTION
FLANGE TYPE
LOUVER
FINSH
NOTES
NUMBER
NUMBER
DEPTH
L-1
1
8402
20" X 10"
UTILITY CHASE
WALL LOUVER
FLANGE FRAME
4"
STANDARD
EXHAUST
MILL FINISH
NOTES
1. 16 GAUGE Z" X Z" GALVANIZED
Aug 01 2
CITY OF EDMO
DEVELOPMENT SE
GRILLES- SCHEDULE
LOUVER
MODEL
Q�
SIZE
LOCATION
DISCRIPTION
FLANGE TYPE
FINSH
NOTES
NUMBER
NUMBER
S-1
5
905
12" X 6"
RESTROOMS
WALL LOUVER
FLANGE FRAME
STANDARD
EXHAUST
WHITE
NOTES
QED
22
DS
VICES
1,2�� - 1'-0"
■ COPYRIGHT 2021, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM PROJECT NAME &LOCATION: SHEET TITLE: Approved for Const: Job No: 20076
COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER • • PUBLIC
■■ INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT � � RESTROOM Edmonds Civic Center Playfield MECHANICAL PLAN File Copy:
� BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY �
■■ INDUSTRIES, INC. AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Buildin Better Places To Go. Edmonds WA Drawn By: NJP
�� P.O. BOX489 www.blazerind.com Ph: 888-888 2060 Fax: 888-888-1448
DATE REV# REVISION BY DATE REV# REVISION BY ■■ 945 Olney St. ■ Aumsville, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. I Issue Date: 05-05-22
Page 13 of 60 Expires 7/11/2023
18FBS2200113
Q
o�
N
N
0
N
N
�o
�,
.�
U
0
w
0
0
N
Q
a�
U
.;
U
O
W
�O
O
O
N
.�
m
0
0
0
N
N
0
N
PLUMBING FIXTURE SCHEDULE
QTY
FIXTURE
DESCRIPTION
5
WATER CLOSETS -stainless
ACORN 1675-W-1-HET-FVBO-ADA-1.28-PFS
5
TOILET SEAT -black
Q
BEMIS 1955CT (047)
5
FLUSH VALVE -toilet
ZURN Z6143AV-HET-BG-7L
5
LAVATORY
ACORN 1652 LRB-I-DMS-03-M
5
FAUCET -metering
AIR CONTROL SINGLE TEMP VALVE, SPOUT
5
FLOOR DRAINS
ZURN ZN460-2NH-5B with trap primer
1
MOP SINK 24 x 24
Provide Capped sewer, vent &water lines only
1
FLOOR SINK 3" 12 X 12 X 10
Provide block -out and vent only
1
EYEWASH
FUTURE. Provide Water line
1
WATER HEATER
AOSMITH DRE-52 12KW
1
RECIRCULATION PUMP
GRUNDFOS 98420224 - 1/2"
1
EXPANSION TANK
�
PROFLO PFXT5
1
TEMPERING VALVE
HAWS 9201 EW
1
TEMPERING VALVE
�
WATTS MMV US-M1 3/4"
1
WATER FILTER -single
KEYSTONE CG10
2
PRESSURE GAUGE
PROFLO PFXPG100K
1
CHECK VALVE 1 1/2" LEADFREE
NIBCO 5-480-Y-LF
1
PRV VALVE 1 1/2"
WATTS LF25 AUB-23-Z3K
2
HOSE BIBB
ACORN 8121-LF
1
VENT CAP -vandal proof
SMITH 1748
6
TRAP PRIMER
PROFLO PFP2500
2
HAMMER ARRESTOR - 1"
SIOUX CHIEF 656-ES
PIPE
MATERIAL
PIPE SCHEDULE
Q>
>
o
0
�
�
�
�'
U
=
U
m
w
w
a
a
p
a
Q
oa..
O
�
z
�
�
O
J
Q
J
J
J
�1
Q
�
Q
0
TYPE OF SERVICE
�
�
_
�
�
U
_
_
�
�
ABOVE GROUND
WATER
BELOW GROUND
SANITARY
ABOVE GROUND
DRAINAGE
BELOW GROUND
ABOVEGROUND
SANITARY
BELOW GROUND
_ /
VENT
tl
ABOVE ROOF
COPPER PRESSURE
GROUND GAUGE
CHECK WIRE
VALVE
PRESSURE 1�/z
GAUGE
MAIN
SHUT-OFF
HOSE BIBB �_ PRESSURE
REDUCTION
GROUND WIRE O � VALVE
FROM ELECT. w O
PANEL
DO
PRV &FILTER COMBO
NOT TO SCALE
INTERIOR WALL
TO WATER SUPPLY
TRAP PRIMER SYSTEM—
2" FLOOR DRAIN
SLOPE FLOOR TO DRAIN
DRAIN PIPE TO
SLAB OPENING
IN CHASE
IN -LINE
WATER
PLASTIC
FILTER
HIGH POINT
BLEED VALVE
S.S. BAND (REMOVABLE TRAP)
FOR WINTERIZATION
TO 2" VENT
FINISH FLOOR
SLAB
' OPENING a
TO MAIN DRAIN
P-TRAP TO BE
LOCATED 24" MAX
FROM FLOOR DRAIN
2 X THE TRAP DIAMETER
IN THIS CASE 4" MIN.
FLOOR DRAIN DETAIL
SCALE: 3/4" = 1'-0"
WASTE AND VENT PIPING:
- FIXTURE UNITS ........................ 40.0
- SIZE OF BUILDING DRAIN .............. 4"
- AGGREGATE AREA .................. 12.566
GENERAL NOTES:
- SIZED TO 2018 UPS WAC CODE.
- D.W.V. MATERIAL -P.V.C.
- D.W.V. UNDERGROUND MATERIAL - P.V.0 OR A.B.S.
- CONTINUATION OF WASTE LINE DONE ON SITE BY OTHERS.
- INSTALL GRATES AT FLOOR OPENING.
- FLOOR DRAINS TO HAVE REMOVABLE TRAPS IN MECH
ROOM. LAV TRAPS WILL HAVE A DRAIN PLUG. BOTH FOR
WINTERIZATION.
- SITE CONNECTION TO SEWER LINE AND MODULE LINE
CONNECTIONS ARE CLEARLY LABELED
1'/� /
I
///� I it
/ I' I
// 2" I I
/ / / � 2" c.o. � I iAv
� 4" VANDAL PROOF / � 4" C.O.
I � � VENT CAP / I 1'/z
�� 1f'/z g //r �� I 4„ I
`` T / �� 2
��\ I 2�� /// 2 i i 2�� OF.D.
1'/z //� \�� // / i 4" C.O. i 4�� 6-WC 3��
I H-WC
/ / I i / / / i i2" C.O. 6
� I F.S. I /'�
PROVIDED AND 2 �/ I 1'/z
INSTALLED ON I //I I 3
SITE BY OTHERS 1 3 S 2 /// i I LAV 2" O D
/ I 1 FLOOR DRAIN
2„ /// i 2 C.O. 11 1�/z SEE DETAIL
/ '�
/ / 4" C.O. � LAV
/ I 4"
2 y//�" I I 2„ OF.D.
/ \I I H-WC
��
1 �/z / / / 12" C.O. I 1'/z iAV 4
I
j i 4" C.O.
� I 4" I
I I
2 F.D.
4" H-wc o WASTE ABOVE FLOOR
I
14�� C.O.
6 3 BELOW FLOOR
2" C.O. I H-WC
_i 6
1 �/z
3"
LAV 2�� F.D.
0
1
° U U °
UTILITY BOX
MARKED "SEWER"
WITHIN 6' OF BUILDING
---
//
���� e��®
' �,i, ,
� :�.I�I
„-
� I , I
<l� I
� I
_�
a
,/
PRV DETAIL
LAV Cp''q��
1 Me F
ARRESTOR
TP
5
Di H.B.
2.5
1 1/2" SUPPLY
4��
►ee
1 %"
WC
40
WC
30
TP
.5
4��
LAV
1
TEMP. TP
VALVE 5
/��
%" 0
0
� ��� CIRCULATION PUMP
1/2" PLUGGED ��
FITTINGS FOR � �.�
EYE WASH �
EXP. H.B.
BY OTHERS TANK 1 ��� z Qi
WH
I CHECK VALVE
LAV
1
WC
20
WATER PIPING:
�i -FIXTURE UNITS ............... 139.5
- DEVELOPED LENGTH ......... 100'
-ELEVATION DIFFERENCE ...... 6'
Qi -STREET PRESSURE ............. 46 to 60 PSI
- METER SIZE ................... 1 1/2"
- BUILDING SUPPLY SIZE ........ 1 1/2"
LAV
1
TP
.5
z��
WC
15
WC
10
LAV
1
TP
.5 ��� I
PRIMER FOR I
FUTURE j 1/2" PLUGGED TP
FLOOR SINK FITTINGS FOR
MOP SINK BY �5
3/4 PLUGGED ARRESTOR
FITTING RELIEF TO OTHERS WATER ABOVE FLOOR
WASHINGTON GENERAL NOTES: FOR FUTURE MOP SINK 3 BELOW FLOOR
2018 UPC WAC & 2018 WSEC usE As
NEEDED 0 0
-SIZED TO 2018 UPC WAC
-POTABLE WATER MATERIAL -COPPER
-HAMMER ARRESTORS INSTALLED IN ACCORDANCE WITH UPC 609.10.
-CONTINUATION OF WATER MAIN IS TO BE COMPLETED ON SITE BY OTHERS.
-A TEE WITH A PLUG WILL BE INSTALLED AS A THERMAL EXPANSION DEVICE, IN ACCORDANCE WITH UPC 608.3. WHEN REQUIRED, THIS IS PROVIDED AND INSTALLED ON SITE BY
OTHERS.
-WATER HEATERS SHALL BE ANCHORED OR STRAPPED IN ACCORDANCE WITH UPC 507.2.
-WATER HEATING EQUIPMENT AND HOT WATER STORTAGE TANKS SHALL MEET THE EFFICIENCY REQUIREMENTS OF WSEC TABLE C404.2.
-PIPING FROM A WATER HEATER TO THE TERMINATION OF THE HEATED WATER FIXTURE SUPPLY PIPE SHALL BE INSULATED ON BOTH THE INLET AND OUTLET PIPING OF A STORAGE
WATER HEATER OR HEATED WATER STORAGE TANK, THE PIPING TO A HEAT TRAP OR THE FIRST 8 FEET OF PIPING, WHICHEVER IS LESS, SHALL BE INSULATED IN ACCORDANCE WITH
WSEC TABLE C403.2.10, (PIPING LESS THAN 1"SHALL HAVE MINIMUM OF 1" INSULATION). [WSEC C404.6]
-STORAGE TYPE WATER HEATERS THAT HAVE VERTICAL WATER PIPES CONNECTING TO THE INLET AND OUTLET OF THE TANK SHALL BE PROVIDED WITH INTEGRAL HEAT TRAPS AT
THOSE INLETS AND OUTLETS OR SHALL HAVE PIPE -CONFIGURED HEAT TRAPS IN THE PIPING CONNECTED TO THOSE INLETS AND OUTLETS. [WSEC C404.4]
-HEATED WATER PIPING COMPLIES WITH THE MAXIMUM ALLOWABLE LENGTH IN ACCORDANCE WITH WSEC 404.3.1.
-THIS BUILDING IS EQUIPPED WITH A DEMAND CONTROLLED, HEATED WATER CIRCULATING SYSTEM COMPLYING WITH WSEC C404.7 AND C404.8.
-PEX TUBING SHALL NOT BE INSTALLED WITHIN THE FIRST 18" OF PIPE CONNECTED TO THE WATER HEATER. [UPC 604.13]
-WHEN REQUIRED, HEAT TAPE WILL BE PROVIDED AND INSTALLED ON SITE BY OTHERS.
-PUBLIC LAVATORIES SHALL HAVE TEMPERING VALVES MEETING ASSE 1070 AND LIMITED TO A MAXIMUM TEMPERATURE OF 120°F. [UPC SECTION 407.3]
-LAVATORIES INTENDED FOR USE BY THE GENERAL PUBLIC SHALL BE EQUIPPED WITH METERING VALVES UNLESS FOR USE BY PERSONS WITH DISABILITIES OR IN DAYCARES WHERE
FOR USE PRIMARILY BY CHILDREN UNDER 6 YEARS OF AGE. [UPC WAC 407.4]
-PUBLIC USE TOILET SEATS SHALL COMPLY WITH UPC 411.3 AND PLASTIC SEATS WITH IAPMO Z124.5.
-PUBLIC USE WATER CLOSETS SHALL BE ELONGATED AND COMPLY WITH UPC SECTION 411.1.
-WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP
OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. [ICC A117.1-2009 SECTION 606.6]
-ANY FUTURE EQUIPMENT INSTALLED WILL REQUIRE PERMITTING AND INSPECTION BY THE LOCAL AHJ.
:1VGL
i Zo
D DS
SERVICES
iM
PUMP BACKWASH � UTILITY BOX I
DRAIN CONNECTION LJ �W MARKED "WATER"
WITHIN 6' OF BUILDING
WASTE & VENT PLUMBING PLAN WATER SUPPLY PLUMBING PLAN
06-28-22 � PER STATE PLAN REVIEW NJP ■ COPYRIGHT 2021, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM /� PROJECT NAME &LOCATION: SHEET TITLE: Approved for Const: Job No: 20076
�► COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER • • PUBLIC
■■ i/ `/ INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT � � RESTROOM Edmonds Civic Center Playfield PLUMBING PLAN File Copy:
� BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY Drawn By: NJP �
■■ INDUSTRIES, INC. AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Buildin Better Places To Go. Edmonds WA &INFORMATION
�� P.O. BOX 489 www.blazerind.com g
DATE REV# REVISION BY DATE REV# REVISION BY ■■ 945 Olney st. ■ Aumsviue, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. Ph: 888-888-2060 � Fax: 888-888-1448 Issue Date: 06-29-22
Page 14 of 60
Expires 7/11 /2023
18FBS2200113
SYMBOL
QTY
PANEL
�
1
DC GFCI RECEPTACLE
�
GFCI
10
SWITCH
�
6
SWITCH
�
F
2
SWITCH
�
1
3
SWITCH
�
z
2
MOTION SENSOR
Q
5
SWITCH
�os
3
PHOTOCELL
Q
1
TIMER
�T
1
THERMOSTAT
O
2
LIGHT -EXTERIOR
lo®
1
LIGHT -EXTERIOR
RD
4
LIGHT - RESTROOM
is 0
5
LIGHT -UTILITY CHASE
is ®
4
LIGHT -PUMP ROOM so
4
LIGHT -STORAGE so
2
EMERGENCY LIGHT
LtJ
3
HAND DRYER
HD
5
WIRE FOR AND INSTALL
�
5
EXHAUST FAN IN PUMP ROOM � 6zs
1
EXHAUST FAN IN STORAGE
� 6zs
1
WIRE FOR &INSTALL IN LINE FAN L400L
1
WIRE FOR WATER HEATER
wH
1
WIRE FOR WATER HEATER
CIRC PUMP CP
1
NOTES:
ELECTRICAL FIXTURE/EQUIPMENT SCHEDULE &SYMBOLS
RATING
CALC. LOAD
DESCRIPTION
MODEL
HEIGHT TO TOP
COMMENTS
100 AMP MAIN BREAKER
1500 W
1500 VA
120/208 VOLT -THREE PHASE -WITH BOLT -ON BREAKERS
DEDICATED 20 AMP GFCI RECEPTACLE
SINGLE POLE SWITCH
SQUARED
LEVITON GFNT2-W
LEVITON 1221-2W
72"
48"
48"
NOTE: (1) BYPASS "ON" FOR LAMP TESTING
SINGLE POLE SWITCH (EXHAUST FAN)
SINGLE POLE SWITCH (BYPASS)
DOUBLE POLE SWITCH (BYPASS)
LEVITON 1222-2W
48"
NOTE: (1) BYPASS "ON" FOR LAMP TESTING
1800 VA RATED
OCCUPANCY SENSOR
WATT STOPPER DT200
48"
ON ROOF
48"
w/ WC-1 WIREGUARD
OCCUPANCY SENSOR SWITCH
WATTSTOPPER PW 301-W
PHOTOCELL
INTERMATIC K4421M
24/7 PROGRAMMABLE TIMER
INTERMATIC EI600WH
EXTERIOR LIGHTING TIMER CONTROL
THERMOSTAT
DAYTON 1UHH1
11 W
14 VA
10 WATT LED
LUMINAIRE AEL-12-10W-120-4000K-DP-BZH
107"
CONTROLLED BY PHOTOCELL /TIMER /BYPASS SWITCH
20 W
25 VA
20 WATT LED WALL WASH FIXTURE -REMOTE DRIVER
OV2100-36-L30K(L)-MVOLTNRWSWF-6JB9005
118"
PROVIDED AND INSTALLED ON SITE BY OTHERS
14 W
18 VA
15 WATT LED
LUMINAIRE SWP1212-15W-120-4000K-OP-BRZ-OCC
108"
CONTROLLED BY INTEGRAL OCC SENSOR /BYPASS SWITCH / ON OFF SWITCH
15 W
19 VA
2 FT. - 1 LAMP -LED
GREENLIGHTING AL-22L
CEILING MOUNTED
CONTROLLED BY OCCUPANCY SENSOR SWITCH
30 W
38 VA
4 FT. - 2 LAMP -LED
GREENLIGHTING AL-42L
CEILING MOUNTED
CONTROLLED BY OCCUPANCY SENSOR SWITCH
30 W
38 VA
4 FT. - 2 LAMP -LED
GREENLIGHTING AL-42L
CEILING MOUNTED
CONTROLLED BY SINGLE POLE BYPASS SWITCH /OCCUPANCY SENSOR SWITCH
EMERGENCY LIGHT WITH 90 MINUTE BATTERY BACK UP
LITHONIA ELM2L
ABOVE DOOR
1000 W
1000 VA
SURFACE MOUNT
DYSON AIRBLADE V
39" TO CONTROLS
MAGNETIC LOCKS
SECURITRON SAM
w/ PBS EMERGENCY PUSH BUTTON
66 W
83 W
DAYTON THRU WALL EXHAUST FAN -UNPAINTED
DAYTON 484x37
WALL MOUNTED
CONTROLLED BY THERMOSTAT &MANUAL SWITCH
66 W
83 W
DAYTON THRU WALL EXHAUST FAN -UNPAINTED
DAYTON 484x37
WALL MOUNTED
CONTROLLED BY THERMOSTAT &MANUAL SWITCH
146 W
183 VA
IN LINE FAN
BROAN L400L
CONTROLLED BY OCCUPANCY SENSOR
12 KW
12 KVA
208V - 3 PHASE WATER HEATER
AOSMITH DRE-52 12KW
PROVIDE BREAKER LOCK OUT DEVICE
1. ALL CONDUCTORS ARE STRANDED COPPER WIRE.
2. RATING OF STANDARD PANEL IS 22,000 A.I.C.
3
4. INSTALL UFER GROUND IN SLAB, TERMINATING IN MECH.
5. GREEN GROUNDING CONDUCTOR IN ALL RACEWAYS.
6. SITE CONNECTION POINT FOR ELECT SERVICE AND MODULE
LINE CROSS OVERS ARE CLEARLY LABELED.
51-11C WAC 2018 WSEC CHAPTER 4 NOTES:
l .ALL LIGHTING SHALL CONFORM TO SECTION C405.
2. FUNCTIONAL PERFORMANCE TESTING SHALL BE PERFORMED IN
ACCORDANCE WITH C408.4.1
3. THE MAXIMUM VOLTAGE DROP ACROSS FEEDERS AND BRANCH CIRCUITS
TO BE DETERMINED ON SITE AND SHALL NOT EXCEED 5%.
4. THIS STRUCTURE IS DESIGNED FOR COMPLIANCE WITH REQUIREMENTS
OF THE 2018 WASHINGTON STATE ENERGY CODE (WSEC) SECTION C411
FOR SOLAR READINESS AS NOTED ON THE ELECTRICAL PLAN SHEETS)
USING A SOLAR ARRAY EITHER MOUNTED ON THE GROUND OR ON AN
ADJACENT BUILDING.
5. THE MINIMUM REQUIRED SOLAR ROOF AREA REQUIRED BY 2018 WSEC
C411.2 SHALL BE THE SMALLER OF THE FOLLOWING
40% OF THE ROOF AREA
ROOF AREA 812 SQ.FT. x 40% = 325 SQ.FT.
20% OF THE ELECTRICAL SERVICE SIZE
SERVICE SIZE 36000 VA x 20% = 7200 VA / 10 VA = 720 SQ.FT
THERMOSTAT
BYPASS SWITCH
LABEL "TEST" IN "ON"
POSITION. "AUTO" IN
"OFF" POSITION
STORAGE/PUMP ROOM
EXHAUST FAN CONTROL
WIRE DIAGRAM
400A 120/208v
3 phase
18G LOW VOLTAGE
CONTROL WIRING
DT-200 � L400L V DT-200
QUANT RY GRY QUANT
�3) Y Y ��)
N H
SIN I NIA
BZ-150
POWER PACK RELAY
(TYPICAL OF 2)
L�J
KT #9 � CKT #
RESTROOM EXHAUST FAN
OCCUPANCY SENSOR CONTROL
WIRE DIAGRAM
ILITY BOX
=D "ELECTRIC"
6' OF BUILDING
;ITRON SYSTEM
R SUPPLY/TIMER
i" CLEAR FLOOR
REQUIRED IN FRONT
CTRICAL PANEL
RECEIVED
Aug 01 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ELECTRICAL POWER PLAN
1/2" = 1'-0" ars 4/22/2022
6-6-22 ChANGED PANEL TO 42 SPACE ARS ■ COPYRIGHT 2021, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM PROJECT NAME &LOCATION: SHEET TITLE: Approved forConst: Job No: 20076
COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER • • PUBLIC
■■ i�%�J � INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT � � RESTROOM Edmonds Civic Center Playfield ELECTRICAL File Copy:
� � �/ BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY
■■ INDUSTRIES, INC.
�� P.O. BOX489 www.biazerind.com AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Bui (ding Better Places To �o. Edmonds, WA POWER PLAN Drawn By: NJP
DATE REV# REVISION BY DATE REV# REVISION BY ■■ 945 Olney St. ■ Aumsville, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. Pn: sss-88s-2oso I Fax: 888-888-1448 Issue Date: 05-05-22
Page 15 of 60 Expires 7/11/2023
18FBS2200113
ELECTRICAL
FIXTURE/EQUIPMENT
SCHEDULE &SYMBOLS
SYMBOL
QTY
RATING
CALC. LOAD
DESCRIPTION
MODEL
HEIGHT TO TOP
COMMENTS
PANEL �
1
100 AMP MAIN BREAKER
120/208 VOLT -THREE PHASE -WITH BOLT -ON BREAKERS
SQUARED
72"
DC GFCI RECEPTACLE �
GFCI
10
1500 W
1500 VA
DEDICATED 20 AMP GFCI RECEPTACLE
LEVITON GFNT2-W
48"
SWITCH �
6
SINGLE POLE SWITCH
LEVITON 1221-2W
48"
NOTE: (1) BYPASS "ON" FOR LAMP TESTING
SWITCH �
F
2
SINGLE POLE SWITCH (EXHAUST FAN)
SWITCH �
1
3
SINGLE POLE SWITCH (BYPASS)
SWITCH �z
2
DOUBLE POLE SWITCH (BYPASS)
LEVITON 1222-2W
48"
NOTE: (1) BYPASS "ON" FOR LAMP TESTING
MOTION SENSOR Q
5
OCCUPANCY SENSOR
WATT STOPPER DT200
w/ WC-1 WIREGUARD
SWITCH �os
3
OCCUPANCY SENSOR SWITCH
WATTSTOPPER PW 301-W
48��
PHOTOCELL O
1
1800 VA RATED
PHOTOCELL
INTERMATIC K4421M
ON ROOF
TIMER �T
1
24/7 PROGRAMMABLE TIMER
INTERMATIC EI600WH
48"
EXTERIOR LIGHTING TIMER CONTROL
THERMOSTAT O
2
THERMOSTAT
DAYTON 1UHH1
LIGHT -EXTERIOR lo®
1
11 W
14 VA
10 WATT LED
LUMINAIRE AEL-12-10W-120-4000K-DP-BZH
107"
CONTROLLED BY PHOTOCELL /TIMER /BYPASS SWITCH
LIGHT -EXTERIOR
RD
4
20 W
25 VA
20 WATT LED WALL WASH FIXTURE -REMOTE DRIVER
OV2100-36-L30K(L)-MVOLTNRWSWF-6JB9005
118"
PROVIDED AND INSTALLED ON SITE BY OTHERS
LIGHT - RESTROOM is 0
5
14 W
18 VA
15 WATT LED
LUMINAIRE SWP1212-15W-120-4000K-OP-BRZ-OCC
108"
CONTROLLED BY INTEGRAL OCC SENSOR /BYPASS SWITCH / ON OFF SWITCH
LIGHT -UTILITY CHASE is ®
4
15 W
19 VA
2 FT. - 1 LAMP -LED
GREENLIGHTING AL-22L
CEILING MOUNTED
LIGHT -PUMP ROOM so
4
30 W
38 VA
4 FT. - 2 LAMP -LED
GREENLIGHTING AL-42L
CEILING MOUNTED
CONTROLLED BY SINGLE POLE BYPASS SWITCH /OCCUPANCY SENSOR SWITCH
LIGHT -STORAGE so
2
30 W
38 VA
4 FT. - 2 LAMP -LED
GREENLIGHTING AL-42L
CEILING MOUNTED
CONTROLLED BY SINGLE POLE BYPASS SWITCH /OCCUPANCY SENSOR SWITCH
EMERGENCY LIGHT LtJ
3
EMERGENCY LIGHT WITH 90 MINUTE BATTERY BACK UP
LITHONIA ELM2L
ABOVE DOOR
HAND DRYER HD
5
1000 W
1000 VA
SURFACE MOUNT
DYSON AIRBLADE V
39" TO CONTROLS
WIRE FOR AND INSTALL �
5
MAGNETIC LOCKS
SECURITRON SAM
w/ PBS EMERGENCY PUSH BUTTON
EXHAUST FAN IN PUMP ROOM � 6zs
1
66 W
83 W
DAYTON THRU WALL EXHAUST FAN -UNPAINTED
DAYTON 484x37
WALL MOUNTED
CONTROLLED BY THERMOSTAT &MANUAL SWITCH
EXHAUST FAN IN STORAGE � 6zs
1
66 W
83 W
DAYTON THRU WALL EXHAUST FAN -UNPAINTED
DAYTON 484x37
WALL MOUNTED
CONTROLLED BY THERMOSTAT &MANUAL SWITCH
WIRE FOR &INSTALL IN LINE FAN L400L
1
146 W
183 VA
IN LINE FAN
BROAN L400L
CONTROLLED BY OCCUPANCY SENSOR
WIRE FOR WATER HEATER wH
1
12 KW
12 KVA
208V - 3 PHASE WATER HEATER
AOSMITH DRE-52 12KW
PROVIDE BREAKER LOCK OUT DEVICE
NOTES:
1. ALL CONDUCTORS ARE STRANDED COPPER WIRE.
2. RATING OF STANDARD PANEL IS 22,000 A.I.C.
3. WIRING METHOD IN METALLIC CONDUIT. (MC CABLE, EMT,
METALLIC FLEX).
4. INSTALL UFER GROUND IN SLAB, TERMINATING IN MECH.
5. GREEN GROUNDING CONDUCTOR IN ALL RACEWAYS.
6. SITE CONNECTION POINT FOR ELECT SERVICE AND MODULE
LINE CROSS OVERS ARE CLEARLY LABELED.
51-11C WAC 2018 WSEC CHAPTER 4 NOTES:
l .ALL LIGHTING SHALL CONFORM TO SECTION C405.
2. FUNCTIONAL PERFORMANCE TESTING SHALL BE PERFORMED IN
ACCORDANCE WITH C408.4.1
3. THE MAXIMUM VOLTAGE DROP ACROSS FEEDERS AND BRANCH CIRCUITS
TO BE DETERMINED ON SITE AND SHALL NOT EXCEED 5%.
4. THIS STRUCTURE IS DESIGNED FOR COMPLIANCE WITH REQUIREMENTS
OF THE 2018 WASHINGTON STATE ENERGY CODE (WSEC) SECTION C411
FOR SOLAR READINESS AS NOTED ON THE ELECTRICAL PLAN SHEETS)
USING A SOLAR ARRAY EITHER MOUNTED ON THE GROUND OR ON AN
ADJACENT BUILDING.
5. THE MINIMUM REQUIRED SOLAR ROOF AREA REQUIRED BY 2018 WSEC
C411.2 SHALL BE THE SMALLER OF THE FOLLOWING
40% OF THE ROOF AREA
ROOF AREA 812 SQ.FT. x 40% = 325 SQ.FT.
20% OF THE ELECTRICAL SERVICE SIZE
SERVICE SIZE 36000 VA x 20% = 7200 VA / 10 VA = 720 SQ.FT
SPACE BY SPACE LIGHTING POWER DENSITY PER 2018 WSEC C405.4.2.2
SPACE
DESIGNATION
SQ. FT.
SPACE TYPE
WATTS SQ. FT.
ALLOWANCE
BASE *
OPTION 1
REDUCTION **
OPTION 2
REDUCTION ***
ADARR #1
45
RESTROOM
0.63
28
25.5
22.7
ADARR #2
45
RESTROOM
0.63
28
25.5
22.7
ADARR #3
46
RESTROOM
0.63
29
26.1
23.2
ADARR #4
46
RESTROOM
0.63
29
26.1
23.2
ADARR #5
48
RESTROOM
0.63
30
27.2
24.2
UTILITY CHASE
134
ELECT /MECH
0.43
58
51.9
46.1
PUMP ROOM
219
EQUIPMENT ROOM
0.76
166
149.8
133.2
STORAGE ROOM
149
ELECT/MECH
0.43
64
57.7
51.3
TOTAL SQ. FT. 732
TOTAL ALLOWED
389.7
346.4
TOTAL INSTALLED
310.0
310.0
PASS 0 R FAIL
PASS
PASS
* BASE = SQ. FT. x ALLOWED WATTS PER SQ. FT. -TABLE C405.4.2(2)
** OPTION 1 REDUCTION = BASE x.90 (C406.3.1) *** OPTION 2 REDUCTION = BASE x .80 (C406.3.2)
e❑
PHOTOCELL
B
EXTERIOR LIGHTS
BYPASS "ON"
REMOTE DRIVER
JUNCTION BOXES
EXTERIOR LIGHTING
TIMER
BYPASS SWITCH
LABEL "TEST" IN "ON"
POSITION. "AUTO" IN
"OFF" POSITION
INTEGRAL OCC
SENSOR
Q C
RESTROOM MANUAL
ON/OFF SWITCH
BYPASS SWITCH
LABEL "TEST" IN "ON"
INTERIOR LIGHTS POSITION. "AUTO" IN
BYPASS "ON" "OFF" POSITION
UPANCY SWITCH
NEL
"ON"
N
,�
ECEIVED
Aug 01 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ELECTRICAL LIGHTING PLAN
1/2" = 1'-0" ars 4/22/2022
1 WA STATE ELECTRICAL PLAN REVIEW ARS ■ COPYRIGHT 2021, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM PROJECT NAME &LOCATION: SHEET TITLE: Approved forConst: Job No: 20076
COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER • • PUBLIC
■■ i�%�J � INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT � � RESTROOM Edmonds Civic Center Playfield ELECTRICAL File Copy:
� � �/ BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY
■■ INDUSTRIES, INC.
�� P.O. BOX489 www.biazerind.com AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Bui (ding Better Places To �o. Edmonds, WA LIGHTING PLAN Drawn By: NJP
DATE REV# REVISION BY DATE REV# REVISION BY ■■ 945 Olney St. ■ Aumsville, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. Pn: sss-88s-2oso I Fax: 888-888-1448 Issue Date: 05-05-22
Page 16 of 60 Expires 7/11/2023
18FBS2200113
PANEL SCHEDULE
PANEL DESIGNATION PANEL
MOUNTING SURFACE
ENCLOSURE TYPE NEMA 1
*PROVIDE BREAKER LOCK OUT DEVICE
VOLTS
PHASE
120/208
3
AIC RATING:
BUSS RATING:
22,000
100 AMP
CKT
CIRCUIT DESCRIPTION
TRIP
WIRE
SIZE
CONNECTED LOAD (VA)
WIRE
SIZE
TRIP
DESCRIPTION
CKT
A
B
C
1
EXTERIOR LIGHTING
20
12
91
4000
8
40
WATER HEATER*
2
3
RESTROOM LIGHTING
20
12
70
4000
/
/
/
4
5
PUMP /STORAGE LIGHTING
20
12
180
4000
/
/
/
6
7
UTILITY LIGHTING
20
12
60
1000
12
20
HAND DRYER*
8
9
RESTROOM EXHAUST*
20
12
146
1000
12
20
HAND DRYER*
10
11
SECURITRON
20
12
100
1000
12
20
HAND DRYER*
12
13
DEDICATED GFCI
20
12
1500
1000
12
20
HAND DRYER*
14
15
DEDICATED GFCI
20
12
1500
1000
12
20
HAND DRYER*
16
17
DEDICATED GFCI
20
12
1500
1500
12
20
DEDICATED GFCI
18
19
DEDICATED GFCI
20
12
1500
1500
12
20
DEDICATED GFCI
20
21
DEDICATED GFCI
20
12
1500
1500
12
20
DEDICATED GFCI
22
23
DEDICATED GFCI
20
12
1500
1500
12
20
DEDICATED GFCI
24
25
SPACE
132
12
20
EXHAUST FANS*
26
27
SPACE
SPACE
28
29
SPACE
SPACE
30
1201 PHASE AND 208 3 PHASE LOAD:
10783.0
10716.0
11280.0
2081 PHASE LOAD:
1201 PHASE AND 208 3 PHASE AMPS:
89.9
89.3
94.0
2081 PHASE AMPS:
0.0
0.0
0.0
TOTAL AMPS:
89.9
89.3
94.0
ELECTRICAL PLAN REVIEW LOAD CALCULATION CALC BY: AARON SMITH
PROJECT INFO: 20076 EDMONDS CIVIC CENTER PLAYFIELD DATE: 4/28/2022
PANEL: A VOLTAGE: 120/208 PHASE: 3 AMPACITY: 100
FED FROM: MDP AIC RATING: 25,000
DESCRIPTION
VA
LOAD
DEMAND
FACTOR
PHASE
A
PHASE
B
PHASE
C
NEUTRAL
A
NEUTRAL
B
NEUTRAL
C
NOTES
LIGHTING
1.25
EXTERIOR LIGHTING
91
114
114
RESTROOM LIGHTING
70
1.25
88
88
225
PUMP/STORAGE LIGHTING
180
1.25
225
UTILITY LIGHTING
60
1.25
75
75
RR EXHAUST FANS
146
1.25
165
183
183
PUMP/STORAGE EXHAUST
132
0.25
165
RECEPTACLES
TOTAL
0
1.00
HVAC (MOTORS)
TOTAL (FAN COIL UNIT)
0
1.00
TOTAL (HEAT PUMP UNIT)
0
1.00
LARGEST (COMPRESSOR)
0
0.25
HEATING
WATER HEATER
0
12000
1.00
_ 1.00
1.00
4000
4000
4000
HAND DRYERS (5)
5000
2000
2000
1000
2000
2000
1000
DEDICATED RECEPTS(10)
15000
1.00
4500
4500
6000
4500
4500
6000
SECURITRON
100
1.00
100
100
1.00
PHASE
A
PHASE
B
PHASE
C
NEUTRAL
A
NEUTRAL
B
NEUTRAL
C
120V /208V 3 PH CALC VA
10854
10771
11325
6854
6771
7325
208V 1 PH CALC VA
0
0
0
120V /208V 3 PH CALC AMPS
90
90
94
208V CALC AMPS
0
0
0
TOTA L VA
10854
10771
11325
TOTALAMPS
90.5
89.8
94.4
57.1
56.4
61.0
LARGEST POWER PHASE 10854.0 VA
90.5 AMPS
LARGEST NEUTRAL PHASE 6854.0 VA
57.1 AMPS
NOTES:
ONE -LINE -DIAGRAM
100 AMP PANEL
MAIN BREAKER
120 / 208 30
UFER GROUND REQUIRED
#4 Cu 2" PVC
WATER
#4 Cu #4 Cu GRD. ROD
UFER GROUND - - (ON SITE BY OTHERS
IF REQUIRED)
RECEIVED
Aug 01 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
■ COPYRIGHT 2021, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM /\ PROJECT NAME &LOCATION: SHEET TITLE: Approved forConst: Job No: 20076
COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER • • PUBLIC
■■ i�%�J � INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT � � RESTROOM Edmonds Civic Center Playfield ELECTRICAL File Copy:
� � �/ BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY
■■ INDUSTRIES, INC. PANEL SCHEDULES & CALCS Drawn By: NJP
�� P.O. BOX489 www.blazerind.com AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Building Better Places To Go. Edmonds WA ■
DATE REV# REVISION BY DATE REV# REVISION BY ■■ 945 Olney St. ■ Aumsville, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. Ph: 888-888-2060 � Fax: 888-888-1448 Issue Date: 05-05-22
Page 17 of 60 Expires 7/11/2023
18FBS2200113
� M
%4' GAP
16"
1 7"
TOP VIEW
12"
6"
�8" DIA. HOLE FOR
3/4" WEDGE ANCHORS
1%4" DIA. HOLE
FOR 1" BOLTS
FRONT VIEW
NTERIOR FRAME ANGLE
6x6x5/6" (HAS GAP)
ERIMETER FRAME ANGLE
6x6x%6" (NO GAP)
M
M
PLAN VIEW
1
6"x6"x12" ANGLE
CONNECTION
BRACKET
SIDE MOD. SITE
— 6x6x %6" STEEL ANGLE
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6"
SIDE VIEW
— 1" x 2%4" COUPLER NUT
WELDED ALL AROUND
4
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(SIZE TO ACCEPT
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INTO FOOTING
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SLAB PLAN
RECEIVED
Aug 01 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
05/09/2022
M' S III
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■ COPYRIGHT 2021, BLAZER INDUSTRIES, INC. AND PUBLIC RESTROOM PROJECT NAME &LOCATION: SHEET TITLE: Approved for Const: Job No: 20076
COMPANY. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER • • PUBLIC
■■ INDUSTRIES, INC. AND PUBLIC RESTROOM COMPANY AND SHALL NOT � � RESTROOM Edmonds Civic Center Playfield SLAB PLAN File Copy:
� BE REPRODUCED, USED, OR DISCLOSED TO OTHERS EXCEPT AS COMPANY �
■■ INDUSTRIES, INC. AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES Buildin Better Places To Go. Edmonds WA Drawn By: NJP
�� P.O. BOX489 www.blazerind.com Ph: 888-888 2060 Fax: 888-888-1448
DATE REV# REVISION BY DATE REV# REVISION BY ■■ 945 Olney St. ■ Aumsville, OR 97325-0489 OR PUBLIC RESTROOM COMPANY. I Issue Date: 05-05-22
Page 18 of 60 Expires 7/11/2023