APPROVED RESUB 1-BLD2024-0896+Structural+9.9.2024_1.19.06_PM+4488458= The following documentation shall be available on '
site for the building inspector: •
■
�x COE APPROVED ARCHITECTURAL PLAN SET
COE APPROVED STRUCTURAL PLAN SET
' COE REVIEWED CALCULATION PACKET
- ENERGY CREDIT WORKSHEET
■
SITE PLAN
■ ❑ CIVIL PLAN
■ CITY OF EDMONDS BUILDING DEPARTMENT 2021
CITY OF EDMONDS
BUILDING DIVISION
'A-F -"ROV D PLAN
09/23/2024
Erie Coo&�
APPROVED
PLANS MUST Br
ON JOB SITE
10' (WATER)
REVISIONS
NO. DATE DESCRIPTION APPR.
THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED EXCLUSIVELY FOR THE POOL CONSTRUCTION 1 9/3/2024 NOTE ADDED TO COVER PER CLIENT REQUEST. ��I
LOCATED AT THE ADDRESS PROVIDD AND FOP, W PROVIDEDIN THE TITLE BAR ANFOTHE CONTRACTOR BY HICH
THESE PLANS WERE PURCHASED. USE OF THESE PLANS AND SPECIFICATIONS FOR POOL
CONSTRUCTION OTHER THAN THE SPECIFIED LOCATION AND/OR CONTRACTOR IS NOT PERMITTED AND
RENDERS THESE PLANS INVALID.
DATE: 4/15/2024
MUNSON ENGINEERS, INC.
CONSULTING CIVIL ENGINEERS
AND LAND SURVEYORS
P.O. BOX 3796 1560 N. WENATCHEE AVE.
WENATCHEE, WASHINGTON 98801
(509) 663-0544 FAX (509) 663-0546
SCALE: I ACAD FILE: 24070Base.DWG
DRAWN: AH I CHKD: BC
PLOT:
BARRIERS AND COVERS:
I. THE SAFETY COVER ON THE SPA COMPLIES WITH AST'1 FI34(o.
APPLICABLE SHIMMING POOL CODES, RULES AND REGULATIONS:
I. THE DRAIN COVER ON THE SPA PROVIDES SUCTION ENTRAPMENT AVOIDANCE IN ACCORDANCE WITH APSP 7.
BLD2024-0896
KRZAYCO POOLS
BOSS MAY140EXT SPAT
»80,2 T.&WT M* A71MNs D 980,E
SPA A"Lff S"Noff"AffwS
RESUB
Sep 10 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SHEET
YY
3
JOB NO.
24070
EXPAt
BETWf
#4 @ 8" O.C. I
RISER HEIGHT SAME
SHOWN IN DETAIL B
EXPANSION JOINT
BETWEEN SLAB AND SPA
—N— 1— ,
SPA BOTTOM CL ADJACENT STRUCTURES SHALL BEAR
NOTE: NO SURCHARGE FROM ON SOIL ABOVE THIS LINE
ONJSOILNABOVEUCTURES THIS LINE HALL BEAR TYPICAL SPA SECTION A
NTS
#4 @ 10" O.C. EA. WAY
SPA STEPS I 120
TYPICAL SPA SECTION B
NTS
REVISIONS
1 NO. I DATE I DESCRIPTION I APPR. 1
THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED EXCLUSIVELY FOR THE POOL CONSTRUCTION
LOCATED AT THE ADDRESS PROVIDED IN THE TITLE BAR AND FOR THE CONTRACTOR BY WHICH
THESE PLANS WERE PURCHASED. USE OF THESE PLANS AND SPECIFICATIONS FOR POOL
CONSTRUCTION OTHER THAN THE SPECIFIED LOCATION AND/OR CONTRACTOR IS NOT PERMITTED AND
RENDERS THESE PLANS INVALID.
i �Ei
DATE: 4/15/2024
DRAWN: AH
RISER HEIGHT SAME AS
AGE FROM
JRES SHALL BEAR
S LINE
MUNSON ENGINEERS, INC.
CONSULTING CIVIL ENGINEERS
AND LAND SURVEYORS
P.O. BOX 3796 1560 N. WENATCHEE AVE.
WENATCHEE, WASHINGTON 98801
(509) 663-0544 FAX (509) 663-0546
SCALE: ACAD FILE: 24070Base.DWG
CHKD: BC PLOT:
SPA
JOINT
CAB AND SPA
,gtiZs P.
� o s�
z�o36i2s c
KRISco POOLS
ROES MSll.F.X.F SPAT
»80,2 T.&BOT Ms A?1NZWs D 980,E
SPA .F"LffS�?l0j' M j &ff
RESUB
Sep 10 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SHEET
2/
JOB NO.
24070
HOc
LIGHT DIA + 12"
POOL TILE BRACKET -STANDARD
BY KRISCO POOLS (TYP)
INSTALL @ 24" OC
TYPICAL REINFORCEMENT
PER DETAIL L \
#4 MATCH BAR HORIZ STEEL
PLAN VIEW ' -
DETAIL W POOL WALL DETAIL.
NTS NTS
CONCRETE FLOOR SLAB
(4) #4
TO
THESE DRAWINGS AND SPECIFICATIONS ARE INTENDED EXCLUSIVELY FOR THE POOL CONSTRUCTION
LOCATED AT THE ADDRESS PROVIDED IN THE TITLE BAR AND FOR THE CONTRACTOR BY WHICH
THESE PLANS WERE PURCHASED. USE OF THESE PLANS AND SPECIFICATIONS FOR POOL
CONSTRUCTION OTHER THAN THE SPECIFIED LOCATION AND/OR CONTRACTOR IS NOT PERMITTED AND
RENDERS THESE PLANS INVALID.
ma
6"
6"
IGN
3" MIN. DRAIN TO WASTE
5"
LOADING BAR
__- (3) #4 @ 2"
-#4 @ 12"
12"
AUTO -COVER DETAIL
NTS
4 x4'-0"
- z
Q)E:
=
#4 TOP, BOTTOM
t MID HEIGHT
SKINNER NICHE
NT.5
REVISIONS
z
N
TRACK
DECK
SURFACE
1 NO. I DATE I DESCRIPTION I APPR. 1
APPLICABLE SNIT" fi" IING POOL CODES, RULES, AND REGULATIONS:
I. SWIMMING POOL, BARRIERS AND EQUIPMENT SHALL BE CONSTRUCTED IN COMPLIANCE WITH KING COUNTY CODE, 2015
ISPSC SECTION 305, STATE OF WASHINGTON CODE (WAC 246-260-031, DESIGN AND CONSTRUCTION REQUIREMENTS FOR
SWIMMING POOLS IN WAC246-260-041, FOR SPA POOLS IN WAC246-260-05/AND246-260-06I). AND INTERNATIONAL
SWIMMING POOL CODE APPENDIX G. IF IN CONFLICT WITH EACH OTHER THE MORE STRINGENT CODE SHALL APPLY.
2. SWIMMING POOL SHALL ALSO COMPLY WITH THE LATEST EDITION OF THE INTERNATIONAL SWIMMING POOL CODE
APPENDIX G (AG 101 THROUGH AG 105).
3. THE PROVISIONS OF THIS SECTION SHALL APPLY TO THE DESIGN OF BARRIERS FOR POOLS AND SPAS. THESE DESIGN
CONTROLS ARE INTENDED TO PROVIDE PROTECTION AGAINST THE POTENTIAL DROWNING AND NEAR DROWNING BY
RESTRICTING ACCESS TO SUCH POOLS OR SPAS. THESE REQUIREMENTS PROVIDE AN INTEGRATED LEVEL OF
PROTECTION AGAINST POTENTIAL DROWNING USING PHYSICAL BARRIERS AND WARNING DEVICES.
• EXCEPTIONS INCLUDE THE FOLLOWING:
I. SPAS AND HOT TUBS WITH A LOCKABLE SAFETY COVER TNAT C01-1PLIES WIT" ASTM F 1346.
2. SWIMMING POOLS WITH A POWERED SAFETY COVER TNAT COMPLIES WITN A5Th1 F 1346.
BARRIERS AND COVERS:
I. POOL COVER SHALL MEET ALL REQUIREMENTS OF ASTM SPECIFICATION F1346.
2. THE STATIC LOAD TEST FOR WEIGHT SUPPORT. THE COVER SHOULD BE ABLE TO HOLD A WEIGHT OF AT LEAST
485LBS (THE ESTIMATED AVERAGE WEIGHT OF 2 ADULTS AND ONE CHILD) TO PERMIT RESCUE OPERATION.
3. PERIMETER DEFLECTION TESTS FOR ENTRY OR ENTRAPMENT BETWEEN THE COVER AND THE SIDE OF THE POOL. THE
COVER MUST DEMONSTRATE THAT ANY OPENING IS SUFFICIENTLY SMALL AND STRONG ENOUGH TO PREVENT THE TEST
OBJECT BEING PASSED THROUGH.
4. THE SURFACE DRAINAGE TEST THAT SAFEGUARDS AGAINST A DANGEROUS AMOUNT OF WATER COLLECTING ON THE
COVER'S SURFACE.
5. LABELING REQUIREMENTS MUST INCLUDE BASIC CONSUMER INFORMATION SUCH AS THE WARRANTY INFORMATION, THE
APPROPRIATE WARNINGS AS DESCRIBED IN THE STANDARD AND ACKNOWLEDGE THE PRODUCT AS A SAFETY COVER.
6. A DWELLING UNIT PROVIDES ALL OR PART OF THE BARRIER AND SHALL BE PROVIDED AS FOLLOWS:
DOORS IN A WALL THAT PROVIDE DIRECT ACCESS TO THE POOL SHALL BE EQUIPPED WITH AN ALARM AND SHALL BE
LISTED IN ACCORDANCE WITH UL 2017. THE AUDIBLE ALARM SHALL ACTIVATE WITHIN 7 SECONDS AND SOUND
CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR AND/OR ITS SCREEN, IF PRESENT, IS OPENED AND
SHALL BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM
SHALL AUTOMATICALLY RESET UNDER ALL CONDITIONS. THE ALARM SYSTEM SHALL BE EQUIPPED WITH A MANUAL
MEANS SUCH AS A TOUCHPAD OR SWITCH TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. SUCH
DEACTIVATION SHALL LAST NOT MORE THAN 15 SECONDS. THE DEACTIVATION SWITCH OR SWITCHES SHALL BE
LOCATED ATLEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR.
7. THE POOL SHALL BE EQUIPPED WITH A POWER SAFETY COVER IN COMPLIANCE WITH ASTM F1346
EXPANSION JOINT BETWEEN
DECK SURFACE AND COPING
NOT SHOWN
REINFORCINi
#4 CORNER BAR
OR
1'
4'
PRECAST 4'
COPING
STONE - ---- ------
COPING DETAIL
NTS
M�0000lzjEi
DATE: 4/15/2024
DRAWN: AH
#4 BAR
EXTEND BARS TO WITHIN 2"
OF EXTERIOR FACE
STAGGER BAR LAPS
CORNER BAR
PLAN VIEW
CORBEL CORNER DETAIL.
MUNSON ENGINEERS, INC.
CONSULTING CIVIL ENGINEERS
AND LAND SURVEYORS
P.O. BOX 3796 1560 N. WENATCHEE AVE.
WENATCHEE, WASHINGTON 98801
(509) 663-0544 FAX (509) 663-0546
SCALE: ACAD FILE: 24070Base.DWG
CHKD: BC PLOT:
,goI`t P.
y T1o36125 c
RESUB
Sep 10 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
GENERAL NOTES:
I. THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS TO DESCRIBE AND
PROVIDE FOR THE FURNISHING, INSTALLING, TESTING AND PLACING IN SATISFACTORY
AND FULLY OPERATIONAL CONDITION ALL EQUIPMENT, MATERIALS, DEVICES AND
NECESSARY APPURTENANCES TO PROVIDE A COMPLETE PROJECT; TOGETHER WITH
SUCH OTHER MISCELLANEOUS INSTALLATIONS AND EQUIPMENT SPECIFIED AND/OR
SHOWN ON THE DRAWINGS. THE WORK SHALL INCLUDE ALL MATERIALS, APPLIANCES
AND APPARATI NOT SPECIFICALLY MENTIONED HEREIN OR SHOWN ON THE DRAWINGS,
BUT WHICH ARE NECESSARY TO MAKE A COMPLETE, FULLY OPERATIONAL
INSTALLATION OF ALL SYSTEMS SHOWN ON THE DRAWINGS OR DESCRIBED HEREIN.
2. CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL CODES AND REQUIREMENTS OF
THE WASHINGTON STATE DEPARTMENTS OF HEALTH, ECOLOGY, AND LABOR AND
INDUSTRIES.
3. IF ANY CONFLICT OCCURS BETWEEN GOVERNMENT ADOPTED CODE RULES AND
THESE SPECIFICATIONS, THE CODES SHALL GOVERN. THESE DRAWINGS AND
SPECIFICATIONS SHALL NOT BE CONSTRUED TO PERMIT WORK IN NONCONFORMANCE
WITH THE GOVERNING CODES. THIS SHALL NOT BE CONSTRUED AS RELIEVING THE
CONTRACTOR FROM COMPLYING WITH ANY REQUIREMENTS IN EXCESS OF THE
REQUIREMENTS OF THE HEREIN BEFORE MENTIONED GOVERNING CODES.
4. THE CONTRACTOR SHALL CONDUCT WORK IN A SAFE MANNER IN COMPLIANCE WITH
ALL APPLICABLE SAFETY REQUIREMENTS OF THE APPROPRIATE AGENCIES.
5. CONSTRUCTION OF IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE RULES AND
REGULATIONS OF THE STATE BOARD OF HEALTH FOR SWIMMING POOL AND SPA
FACILITIES WAC 246-260.
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY, LOCATE AND
PROTECT ALL UTILITIES WITHIN THE PROJECT AREA. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REPLACING OR REPAIRING ANY UTILITIES DAMAGED DURING
CONSTRUCTION.
7. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS AND
INSPECTIONS REQUIRED BY LAWS, ORDINANCES AND RULES GOVERNING WORK
SPECIFIED HEREIN. THE CONTRACTOR SHALL ARRANGE FOR INSPECTION FOR WORK BY
INSPECTORS AND SHALL GIVE THE INSPECTORS ALL NECESSARY ASSISTANCE IN
THEIR WORK.
8. THE CONTRACTOR SHALL CLEAN-UP ALL MATERIALS FROM THE PROJECT SITE TO
THE SATISFACTION OF THE OWNER AND DISPOSE OF SUCH MATERIALS AT HIS OWN
EXPENSE.
q. THE CONTRACTOR SHALL GUARANTEE ALL WORK INSTALLED UNDER THESE
DRAWINGS AND SPECIFICATIONS. HE SHALL MAKE GOOD, REPAIR OR REPLACE, AT HIS
OWN EXPENSE, ANY DEFECTIVE WORK, MATERIALS OR PARTS WHICH MAY SHOW
THEMSELVES WITHIN ONE YEAR AFTER FINAL ACCEPTANCE, IF IN THE OPINION OF THE
ENGINEER SAID DEFECT IS DUE TO IMPERFECTION IN MATERIAL, DESIGN OR
WORKMANSHIP.
STRUCTURAL GENERAL NOTES:
1. THE POOL/SPA DECK AND YARD AREA AROUND THE POOL/SPA SHALL SLOPE AWAY
FROM THE POOL/SPA.
2. DRAINAGE SHALL BE PROVIDED AROUND THE POOL/SPA IF WATER IS
ENCOUNTERED. NO GROUND WATER IS PERMITTED ABOVE THE LEVEL OF THE BOTTOM
OF THE POOL. THE POOL IS NOT DESIGNED TO ACCEPT HYDROSTATIC PRESSURE
AGAINST EXTERIOR (EARTH) SURFACE.
3. WHERE THE FROST DEPTH OF THE AREA EXCEEDS THE DEPTH OF WATER AT ANY
SECTION, THE POOL/SPA SHALL BE OVER -EXCAVATED AND BACKFILLED WITH GRAVEL
OR OTHER ENGINEER APPROVED NON FROST SUSCEPTIBLE (NFS) MATERIAL, SUCH
THAT THE BOTTOM OF THE NFS MATERIAL IS BELOW THE MAXIMUM FROST
PENETRATION DEPTH EXPERIENCED IN THE AREA.
4. THE LOCAL BUILDING DEPARTMENT MUST BE CONTACTED FOR INSPECTION OF
PLACEMENT OF STEEL REINFORCING BARS PRIOR TO PLACING CONCRETE.
5. THE POOL WAS DESIGNED FOR MAXIMUM SOIL EQUIVALENT FLUID PRESSURE (EFP)
OF 40 POUNDS PER CUBIC FOOT. NOTIFY THE ENGINEER IF LOCAL CONDITIONS EXCEED
THIS. IT IS RECOMMENDED THAT A LOCAL GEOTECHNICAL ENGINEER BE CONSULTED
PRIOR TO EXCAVATION FOR DETERMINATION OF EFP AND RECOMMENDATIONS ON SAFE
EXCAVATION PROCEDURES. VERIFICATION OF SOIL EFP AND EXCAVATION SAFETY IS
THE RESPONSIBILITY OF THE OWNER AND HIS CONTRACTOR.
(O. IT IS NECESSARY TO INSTALL THE SURROUNDING SIDEWALK AND qO LB. FELT
MEMBRANE WITH ALL JOINTS SEALED WITH BLACK LONG ASBESTOS COLD
APPLICATION MASTIC. ALL DECK EXPANSION JOINTS AND THE JOINT BETWEEN THE
POOL COPING AND DECK SHALL BE SEALED WITH A "THIOKOL" SEALER. PLACE
CONCRETE AGAINST APPROVED, ENGINEERED COMPACTED STRUCTURAL FILL, OR
DENSE, UNDISTURBED NATIVE EARTH OF MINIMUM SAFE BEARING CAPACITY OF 1000
PSF.
7. NO FUTURE SURCHARGE, SUCH AS RETAINING WALLS, TERRACES, ROCKERIES,
FOOTINGS, MAY OCCUR ABOUT THE PERIMETER OF THE POOL WITHIN THE 33 DEGREE
SURCHARGE AREA AS SHOWN ON THE LONGITUDINAL POOL SECTION.
8. MATERIALS: CEMENT: PORTLAND CEMENT SHALL BE TYPE I CONFORMING TO ASTM
SPECIFICATION C150-71. FINE AGGREGATE SHALL CONSIST OF NATURAL SAND HAVING
HARD AND DURABLE PARTICLES CONTAINING NO MORE THAN 1% CONTAMINATION.
WATER SHALL BE CLEAN AND FIT TO DRINK. REINFORCING STEEL BARS SHALL BE
HIGH BOND DEFORMED BARS CONFORMING TO ASTM SPECIFICATION A-615, WITH
LATEST AMENDMENTS, GRADE 60 (Fy=60,000 PSI).
q. GUNNITE MIX SHALL ATTAIN AN ULTIMATE 28 DAY STRENGTH OF 4000 PSI.
SUGGESTED GUNNITE MIX: (BY VOLUME) 4 1/2 CUBIC FEET OF DRY SAND TO EACH qO
LB SACK OF CEMENT. MAXIMUM WATER CONTENT SHALL BE 3 1/2 GALLONS PER SACK
OF CEMENT.
10. AIR PLACED CONCRETE MIX ULTIMATE 28 DAY STRENGTH SHALL BE A MINIMUM OF
4000 PSI. MIX SHALL BE 60% SAND, 40% PEA GRAVEL, 7 1/2 SACKS REDI-MIX
CONCRETE. USE 3 1/2 GALLONS OF WATER PER SACK OF CEMENT, MAXIMUM,
INCLUDING WATER IN THE AGGREGATE.
11. DO NOT USE CALCIUM CHLORIDE IN THE CONCRETE. NON CALCIUM ACCELERATORS
MAY BE USED WITH APPROVAL OF THE ENGINEER. AIR ENTRAIN THE CONCRETE 4-(0%
BY VOLUME.
12. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH "ACI MANUAL OF
STANDARD PRACTICES OF DETAILING REINFORCED CONCRETE STRUCTURES"
REINFORCING STEEL SHALL BE PLACED ACCORDING TO THE PLANS, CAREFULLY AND
FIRMLY WIRED INTO PLACE. STEEL SHALL BE BLOCKED WITH SOLID CONCRETE
BLOCKS TO MAINTAIN THE SPACING FROM THE EXCAVATION. BARS SHALL BE LAPPED
30 DIAMETERS AT SPLICES AND 2'-0" AT ALL CORNERS. STEEL COVER SHALL BE PER
RELEVANT SECTIONS WITH A MAXIMUM TOLERANCE OF 1/4 INCH. NO DEVIATION IN
CONCRETE COVER WILL BE PERMITTED WITHOUT PRIOR APPROVAL FROM THE
ENGINEER. BARS SHALL BE CLEAN AND FREE OF RUST, EXCEPT TIGHT MILL SCALE.
13. CONCRETE SHALL BE PLACED ON FIRM, NATURAL UNDISTURBED OR COMPACTED
ENGINEERED FILL TO THE THICKNESS SHOWN. ANY DEPOSITS OF LOOSE SAND OR
REBOUND SHALL BE CAREFULLY REMOVED FROM THE SURFACES BEFORE PLACEMENT
OF CONCRETE. DO NOT PLACE CONCRETE ON STANDING WATER OR MUD. SLOUGHING
AND OTHER DEFECTS SHALL BE CUT OUT AND REPLACED. REBOUND SHALL NOT BE
REUSED.
14. THE CONCRETE SHALL BE DAMP CURED FOR A PERIOD OF TEN DAYS. PROTECT
THE CONCRETE FROM FREEZING DURING THIS TIME. NOTIFY THE ENGINEER IF THE
CONCRETE IS TO BE PLACED IN POSSIBLE FREEZING CONDITIONS. DURING THE CURING
PERIOD, THE PLASTER FINISH MAY BE APPLIED AND THE FINISHED POOL FILLED WITH
WATER, AFTER 72 HOURS FROM PLACEMENT.
15. SWIMMING POOL ELECTRICAL GROUNDING TO REINFORCING, TO PLUMBING AND TO
CONDUIT IS REQUIRED PRIOR TO BUILDING INSPECTOR'S APPROVAL OF REINFORCING
FOR GUNNITING.
16. CONTRACTOR OR CLIENT RESPONSIBLE FOR SPECIFYING POOL TILE BRACKET AND
BRACKET FASTENER CONFIGURATION. TYPICAL BRACKET SPECIFIED BY CLIENT.
16. DO NOT TURN ON LIGHT WHEN SWIMMING POOL IS NOT FILLED WITH WATER.
17. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL; IT MARKS THE PLASTER.
KRlsco POOLS'' tHEE
ROSS' R�S"I17�'NC�' SPA >7802 TdLBOT RII, ADJ��YL�S /d 9�10,2GSPA FAClI.tlYS�1I0A5' dA!D D�TdIIS