20040834.pdfI DATE RECEIVED
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
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PRQPERTY TAX ACCOUNT PARCEL NO.
A 7 0 � �2 (oo 0 10 2LV%
NEW
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MULTIFAMILY
REPAIR
GRADING CYDS
DEMOLISH
TANK
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RETAINING WALL
CARPORT
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NUMBER NUMBER OF
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NUMBER
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PLAN ICHE91K NCI- VESTED DATE
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
t BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
Uj PERMIT APPLICATION: 180DAYS
13. PERMIT LIMIT. I YEAR - PROVIDED WORK IS STARTED WITHIN 100 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
to 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
M IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMt Ess THE CITY OF
2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE. ARISING DIREC TIY OR INDIREC I LY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMI1 SHALL NOT BE
_j DEEMED TO MODIFY. WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
0 NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.'
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I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION, THAI THE INFORMATION
GIVEN IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
IN VIOLATION OF THE LABOR CODE OF T14E STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATION INSURANCE AND RCW 18 27.
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PERMIT EXPIRES
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PLAT NAME/SUBDIVISION NO
LOT NO
LID NO.
LID FEE S
PUBLIC nIGHT OF WAY PER OFFICIAL STREET MAP
TESC P Aopl.�ed
RW Permit Rectijifed
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Street Use Permit Roq'd
13
EXISTING — PROPOSED
Inspection Roquited
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Sidewalk Required
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REQUIRED DEDICATION— FT
underground
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Wiring required
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
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YES No 0
REMARKS
OWNER/CONIHAC10H RESPONSIBLE FOR EROSION CONTROL/DRAINAGE
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REQUIRED SETBACKS (Fr.)
PROPOSED SETBACKS (IT)
ALLOWED PROPOSED
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PARKING
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PLANNING REVIEWED BY DAIE
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REO'D I PROVIDED
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REMARKS
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SPECIAL INSPECTION JAREA OCCUPANT
REQUIRED YE LOAD
REMARKS
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PROGRESS INSPECTIONS PER UBC 108/IBC109/IRC1D9 FINAL INSPECTION REO'D a.
$1 ) - F_
Description FEE
Plan Check 1,07
Building Permit
Plumbing
Mechanical
Grading
Engr. Review
Engr. Inspection
Fire Review
Fire Inspection
Landscapelnsp.
Recording Fee
CALL
FOR INSPECTION
(425)
771-0220
A17ENTION EXT 1333
IT IS UNLAWFULTO USE OR OCCUPYABUILDING OR STRUCTURE UNTILAFINAL
INSPECTION HAS BEEN MADE ANDAPPROVALOR A CERTIFICATE OF OCCU-
PANCY HAS BEEN GRANTED. UBC109/IBC110/IRC110.
Description FEE
State Surcharge
City Surcharge h5
Base Fee
Plan Chk. Deposit _5_
Receipt #
Total Amt. Due
Receipt #
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APPLICATION APPROVAL
I his application is not a pernut until signed by the
Building Official or his/her Deputy. and Fees are paid, and
receipt isacknowledged in space provided
:FIC(AL&SIGNAi URE-)r DATF
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44M SN0H0'MISH
HEALTH
; N DISTRICT
ENVIRONMENTAL HEALTH DIVISION
3020 RuckerAvenue, Suite 104
Everett, WA 98201-3900
425.339.5250 FAX: 425.339.5254
Deaf/Hard of Hearing: 425.339.5252 (TTY)
Healthy Lifest�les, Healthy Communities
M21CROFUM
August 4, 2004
Point Edwards LLC
2801 Alaskan Way, Suite 107
Seattle, Washington 98121
Subject: Variance Request for Vanishing Edge Pool at Point Edwards, 85 Pine Street,,,.
Edmonds, Washington
Dear Sirs:
Your variance request for the proposed vanishing edge pool Was received on June 22, 2004, with
supplemental information received on July 20, 2004. This office has reviewed the information you
provided and approves the request. The variance request packet has been forwarded to the
Washington State Department of Health for concurrence. You will be notified once that decisionds
made.
If you have any questions, I can be reached at 425.339.5250.
Sincerely,
Shaelin Fetters
SF-jsf
cc: Bjarne Kristiansen
McKean V. Hintze
City of Edmonds
LOG ITEM #--2.1-
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STATE OF WASHINGTON
DEPARTMENT OF HEAL:rH
OFFICE OF ENVIRONMENTAL HEALTH AND SAFETY
7177 Cleantrater Lane, iluilding 4 - P.O. 4782.5 Olympia, Wa.,;hington 98504-7825
TOO Relay Service (800) 633-6368
September 7, 2004
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Rick Miklich, Supevi isor
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Food and Living Environment
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Snohomish Health District
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3020 Rucker Avenue, Suite 300
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Everett, Washington'.)8201-3900
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RE: Variance for Vanishing Edge Pool at Point Edwards Swimming Pool,
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85 Pine Street, Edinwids, Snohomish County
Dear Mr. Miklich:
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I am writing responding to your department's request for our concurrence on granting a
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variance to allow the use of a vanishing edge pool design at the above named facility. In
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reviewing the Tequest, our depart-ment concurs with the proposed variance request.
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Some important consi I include:
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Limiting the li.eight of the variJishing edge to 18 inches.
Establishing an angle of design that will discourage if not eliminate persons trying
to get onto thi% vanishing edge surface.
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Requiring pro V1 sions for warning signage to keep off the edge and providing a
contrasting color on the edge to help eliminate potential injuries due to the
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submerged wall.
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Evaluating thi--: work:iriv, controls and operational factors for the actual functioning
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of the vaTiishit)g edge.
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I would like to conim,.-.:nd your staff on the Tesearch and negotiations througli the,
development of this proposal. This is the first such proposal that has been seen in the
state and there have b4-:en several nie-zirfingful safety factors that you have established that
will lay groundwork -1br further requests.
,.. -
LOG ITEM #--72-
Rick Miklich, Supervisor
September 7, 2004
Paue 2
Attached is a memo Cary Fraser has provided on additional iterns to review for final
approval and a recommendation for adding metering to the pool to assess ongoing
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operation once the pool is completed. We would request the opportunity to review this
facility when it is completed to observe its operation.
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Sincerely,
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Maryanne Guichard, i)ffice Director
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Environmental Health and Safety
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LOG F1 EM #-�O--
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STATE OF WASH I N GT ON
DEPARTMENT OF HEALTH
OFFICE- OF ENVIRONMENTAL HEALTH AND SAFETY
7171 C/Panii-aler Lane, Build;r�q 4 - P.O. 4782.7 , (-)�ympii, Wrshington 98504-782.1
September 7, 2004 TOO Relar Se'r-ice (600) 833-6388
TO: Maryanne Guicliard, Office Director
Envi -11-Tental Flealth and Safety
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FROM: W"Praser, Manager
Water Recreatlon Program
SUBJECT: Varia-.ikce for vanishing Edge Pool at Point Edwards Swimming Pool
Attached is a proposal for use of a vanishing edge pool design at the above named
facility. Snohomish Health District staff did an excellent job on the research and
negotiations that hay.-. worked through the development of this proposal. This is the first
such proposal that ba!:1 been seen in the state and there have been several meaningftil
factors that have been established that will lay groundwork for further requests.
In reviewing the requi-st, I believe we should concur with the variance request and have
some iten-is that I would like to ask the Snohomish health District to assure prior to
approving the design.
1. The vanishing edge overflow to waste has sufficient protection to prevent sewage
from MtUrllillg 1:0 the moat.
2. The fresh watei fill lines for the swimming pool and the moat have suitable
protections to prevent pool water returning to the domestic water supply.
There is one additionzil observation regarding t1iis design that I would like to see followed
through after complcuon of the, facility and it begins operation. In observing the pool and
moat design, there are some concerns that this system may create conditions that will run
considerable amount,; of pool water to waste. This may necessitate more frequent
additions of chernical additions and additional heat to maintain the pool in proper
coriditions. There may be several ways to help reduce this impact by modification of
particular level controls in relation to actual bather use. I believe that close observation
of this facility will be helpful in assessing, the impacts of Us type of design for future
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proposals. Havinc, a rneter to monitor the amount of fresh water added to the facility
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would be helpful to a:.-.3esg the design Impact as well as determining the success of
different methods for;.KtiLlSting water levels to lielp control the operation of the facility
and would be a considt-ration I would suggest requesting for its ongoing evaluation.
We request the opporlimity to ruview th-is facility whuli it is completed to observe its
operation.
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VA-RJANCE SIGNATURE REQUEST
Name of Facility: PointEdwards Cojidominiurn
Location: Edmonds, Wi%.,
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Type of variance: Construction Review X Operation
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Date Received: August 20, 2004
Specific WAC from wbiuh variance is requested: This is a request for a variance ftorn the
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decking requirement aro,,-ind the perimeter of the pool with an entirely new design for commercial
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fa6lities using a vanishirig edge on 38 feet of the perimeter of the pool.
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Health jurisdiction iCcq1uC$ttug concurrence: Snohomish Health District
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DOH review: Fraser X. Soltman Other
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Description of public health justification: See attached memo
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Recommendation: Appr-.-,ved X Disapproved Hold
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Comments: This is a nev.- concept with pools and once approved as a variance, I'm sure we will
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begin seeing several mor..-.- of these.
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SNOHOMISH
ENVIRONMENTAL HEALTH DIVISION
Living Environment Section
EALTH
3020 Rucker Avenue, Suite 104
DISTRICT
Everett, WA 98201-3900
425 339-5250
APPLICATION FOR POOL PLAN REVIEW(includes pre -occupancy inspection).
(A Checklist for each pool is required. Note:
There is a separate Checklist for Spas.)
General Project Infor*mation
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Number of checklists submitted? "Z7
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Project Name:
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Address:
TOT.AJ_ A_1\4OUNT ENCLOSED
(refer to current fee schedule)
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Owner's N-ame:
ArcEtect/T_:ngineer`: [41 Kfl__?ZE
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Address'
Address:
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Phone: F,&-X: ZJZ)-(-' 2:;14 04t
Phone: FAX: Slln,&AFF
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E-mail address:
E-mail address:
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General Contractor: 1'a.2, LLC-
Pool Contractor: Acsx
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Address:
Address: L? r;:),
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Phone: q-1 I"D FAX:.;�O I
Phone:J, 2�� FAX
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E-mail address:
E-mail address:
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FOR HEALTH DISTRICT USE
Name of lo cal building authority:
CD
Name of public water supply sen.-ing this faci�ty:
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Is property to be sened by:
Public Sewer
Name of System:
0 Onsite Sewa!ae Disposal System
Tax Account Number:
PROJECT COMPLETION DATE:
(best estimate)
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SIGNATURE
ITEM # 77,9_
DATE
08 1999:sei
ENVIRONMENTAL HEALTH DIVISION
SNOHOMISH Living Environment Section
HEALTH 3020 Rucker Avenue, Suite 104
DISTRICT Everett, WA 98201-3900
425 339-5250
POOL PLAN REVIEW CHECKLIST
(Note: a separate checklist is required for each pool or spa.)
of total checklists
CHECKLIST NO.
Project Type: New Remodel Addition
Location at Site:
(example: by clubhouse, etc.)
pe: Swimming Wading Spray —
Pool Ty
Indoor Outdoor
Specific Swimming Pool Design Characteristics
Pool Surface Area:
PoolShape: Pool Dimensions: Pool Depth: Pool Capacity_
ft. Deep ft. :2ga4a—gallons Total surface area sq. ft.
Rectangular -9— Ce ng ffi 47- 4-S-L Axea less than 5 ft. deep 4L,$Q sq. ft.
Oval — Width 2�0ft- Shallow ft. Axea areater than 5 ft. A/�A_ sq. ft.
Other —Ave. Depth ft. .
Pool Construction Material: Pool Decking Construction Material: Pool Color (Must be light color):
Painted concrete Concrete White
Plaster Tile Other
Fiberglass Other
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Tile Type of non -slip surface LT_15E4nhA
Other
N-laximum pool bather load: &':�7 (Show calculations on an attached sheet)
is swirnrrdno, pool located 15 ft. or more from any structures such as pump house, balconies, or trees?
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Distance of farthest associated living unit from pool: f t. <[ kvia'. P.&
Number of stories in associated livinc, unit(s): — stories
Deck rate of slope: (Note: mi0,14- in./ft., max. V-2—in./ft.) Are floor drains located to handle
splash /standing waterZn all sides of pool" -,J
For pools 1500 sq. ft. or greater, how many sq. ft. of deck are proposed? _*A_ sq. ft.
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of total checklists
CHECKLIST NO.
I Deck
-De
Size: (min. 4 in.)
Non -slip?
(Must be within 18 in. of water and located at min. and max.
Locations: t sides and ends of pool.)
depths and at each S
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Size:
(n-dn. - in.)
Contrasting color:
Same depths as deck markings? m --4 f
What is the pool floor slope fro the shallow depth to 5 t n zone7
if pool does not have a uniform floor slope from shallow to deep end, what is slope of transitio
Is a float line or marking stripe provided? '4
Pool/Wall Interfaces: (Design plans must show details of radius of curvature.)
ft
f t. deep ft. breakpoint
-Pool depth depth (springline) ft fL
Sidewall vertical in. L-Z— in' —in.
Maximum radius of curvature
Ladders and Steps
Show all dimensions and details in the design plan.
Non -slip tread finish?
Are the edges of the treads a contrasting color?
0 ,nd 'Lt-r '2- sq. in.
st 4- sq. in.; - step sq. in.; bottom step
Surface area for each stair tread: - T step _LC -I
(Minimum area is 240 sq. in.)
-Limurn is 10 in.)
Depth of each stair tread? --J-2— in. (mh
st I)nd step Non -slip treads?
Riserheights: I step in.; bottom step sq. in.
nd, nor 8 in. or more inside the vertical plane of
handrails installed so the leading edge is neither 18 in. or more beyo
the bottom stair riser?
iving Boards and Slides
Provide complete details and drawings if pool will be equipped with diving boards and/or slides. Refer to
reation Facilities Rules and Regulations. Provide all necessany dimensions
Section 090(7) [pages 18-231 of the Water R -262 and must be
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and installation details. Slides must conform with CPSC tandards and/or comply with WAC 246
se de information an tread
approved by manufacturer for use at commercial facilities. if a diving board is u d, pro i
surface, handrails, and guardrails in design plans.
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CHECKLIST NO. of total checklists
Barrier Protection
Minimum barrier height:' in. and self-latching7
Is gate or d'oor self -closing? latch one that remains continuously locked
Height to access latch? __L�5�in- If access latch is lower than 54 in., is the
access system?
and only opens with a key or other on-use7 NOTE: Design plan must show details of barrier
Are all pool gates/doors lockable for periods of n
construction. If tops of horizontal members are less than 45 in. apart, maximum opening width sh all bel in.If
ertical spacing shall not exceed 4 in.
horizontal members are equal to or more than 45 in. apart, v
Recirculation System
Model #__SLV Horsepower —
Pump Mfg.
_gpm@ _7
cS— FOH (filter clean)
Maximumcapacity a
c:Z_ FOH (filter dirty - just prior to backwash)
Minimum capacity 9PM @
ided? is pump (above) Q�e�low water level?
Is a copy of the pump curve prov details shown on plans?
Are all pipin,
Can pump be isolated by valves for service?
inJet Q gpm
Number of inlets: __,5_ Number of outlets: 61 Flow capacity for each
-det: 10 ft/sec)
Pipe size of inlets: — I VV Flow velocity at each ii . (maximum
Area minimum of 2 main -drains shown on plans with a minimum spacing of 6 ft.? _`4
0 utlets: (Skimmers, main drains, overflow cha nnels) Shown on plans? \J
What is total feet of head for pool piping?—
Model-lur Length of weir. in.
Skimmer Mfg. V — � with a water flow velocity ft./sec.
Number of skimmers: ±17— Size of pipe:
(maximum 6 f - t./sec.) in.
Length of weir. 15&o gpm. (Show calculations on attached sheet.) Overflow systems
Maximum flow capacity for all skimmers:
of the total recirculation flow. Note: At times, installation of 2 skimmers may be
must be designed to carry 1009% mmendafions - a variance may be requested in those instances.
contrary to manufacturer's minimum flow reco
Type and size of pipe for skimmers: 2-
Number of main drains: Type of pipe: PY/4=
Size of pipe: 3 with a flow velocity of: 5;, :1 ft./sec. (maximum 6 ft./sec.)
Spacing between drains is: <, ._ ft. (nlin�imum 6 ft.)
0 drain cover: k/-,- in. (max. 1/2 in.)
Maximum width of openings on
0 drains: _51 ft./sec. (max.
Square inches of opening per drain cover: Aft- in. IvIaximurn water velocity through all main
1.5 ft./sec.) ion used between the make-up %vater source and pool water. (Must comply with local
Specify type of backflow protect JVvq
plurnl�ing code.) Plan design must show this. VA C_ UU
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CHECKLIST NO. o f total checklists
Treatment
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FiAltra —tion, 1:g I L[_O�. Ty (rapid sand, cartridge, etc.)
Model # pe sq. ft.
Filter Mfg. J!lf �N Minimum filter area neede
Sq. Ft. of fil7ter: I NISF approved? -J -
Number of filters: Maximum application rate:L_tq_� gpm (filter clean)
Minimun-i applica ion rate: gpm (filter dirty)
Are pressure gauges provided before and after the filter?
is an air relief valve present? Is a sight glass present?
plLsinf i n: ed?
p,� L C�L_ NSF approv
Feeder Mfg. Model #
Type: (chlorine, bromine, gas chlorine, other) ranular, gas)
7 1p
What form of disinfectant will be used. (solid, liquid, g lbs/day
Maximum amount of disinfectant which feeder can dispense per day:
Minimum amount of disinfectant which feeder can dispense: __�_��lbs/clay
construction on design plans (including prevailing wind
Note: if using gas chlorine, provide all details for chlorine room per minute, remote
direction, ventilation, lightinc, and signage). There must be mechanical exhaust at one air change
light and fan switches.
Chemical —Feeders, ing pH? (required on pools 50,000 gals or more)
Are feeders provided for controll . __WA_
Are there feeders for caustic soda or CO-f Mf g.
Does feeder have automatic shut-off in case water flow is interrupted?
Model #
—Heater: "4
Will a heater be installecl?� Model T'r (Must be located so any standing pilot is readily
if so, Mfg -
accessible and must be installed per NEC and UMC codes.)
\Ientilation:
Ventilation for indoor pools must conform with ASHRAE pool facility standards.
M, 0 i=xtur=es
Restroo cker Room, and Plumbing Fixtures
ns and equipment layout for all restrooms, locker rooms/shower rooms (where re . quired).
Design plan must show dimensio 0
: \ o+� F (maximum is 1100 F)
indicate floor slope, location of floor drains, all fixtures. Proposed shower temperature
Type of non -slip floor finish?.
Locker/shower room floors coved at wall junction?
Single use soap/non--lass dispenser7
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hting for pools must meet the folloA,in,, minimum intensities (measured at 30 in. above floor surface in all parts of
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pool room). I (if used after dark) - 15 foot -candies Proposed foot-candles
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Outdoor poo - "Do foot-candles Proposed .7 _ foot-candles
Indoor pool - 20 foot-candles Proposed foot-candles S)
Locker rooms on in the event of power failure? (indicate locations on plan
Are emergency lights provided which turn
s to UL Standard 924?
Emergency lighting conform
c'
Are all lights above pool area and walking surfaces shielded?
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CHECKLIST NO. o f total checklists
Emergency Equipment
Location for emergency telephone? ncz (must be within 1 minute walking distance)
Type of first aid kit to be provided- (must be 16 or 24 unit with 2 rescue blankets)
Backboard provided? __6 (for pools requiring lifeguards)
Number of rescue poles7 — Length of poles? ft.
Equipped with double crook life hook
Throwing ring buoy , heaving 6e or similaf device? (If lifeguarded pool, rescue tube or buoy must be
provided at each station.)
Type of audible alarm (if provided)? 1;;�'
All construction shall be in accordance with information su mitted on this checklist unI �s a—ddenda for modifications
have been approved by the Snohomish Health District.
'chitect/ Engineer Signat re
G IT E_ M _7
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ARCHITECT
KE N .141
n1.A
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CHECKLIST NO. o f total checklists
CALCULATIONS
Bather Load (Pool)
B Bather Load A-S + Ei (Outdoor Pools)
ather Load
(30) (15) 9 4-0
Bather Load A --S + S (Indoor Pool)
(30) (25)
A = t I su
FIA71,.,.ota rfac,
Where A total surface area in sq. ft.
Where S area of pool less than 5 ft. deep in sq. ft.
maximum Skjmgrn�erCa �acit
maximum skimmer capaci I ty = (Linear in. of weir) x (number of skimmers) x (flow rate through skimmer)
NOTE: Maximum capacity 4 gpm per in. of weir
23 5/b xP x 1A
Main Drain Velocity (Assume 100% of maximum pump cap through drains)
2� drains fsa---inO
Total PumpCapaLci4t, Total opLenarea
448.8 gpm (cfs) gpip 144 (in./sq. ft.) 57
Minimum Filt rea Needed
Minimum Area (sq. ft.) %!Ja um 12 P e-
Commercial filter design rate (gpm)*
*Cartrid5ze filter - .375 gpm, rapid sand filter 10-18
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SNOHOMISH ENVIRONMENTAL HEALTH DIVISION
Living Environment
HEALTH 3020 Rucker Avenue, Suite 104
DISTRICT Everett. WA 98201-3900
425 339-5250
SPA POOL PLAN REVIEW CHECKLIST
(Note: a separate checklist is required for each pool or spa.)
CHECKLIST NO. of total checklists
W
Project Type: Ne Remodel Addition
Location at Site: gtA Q,
(example: by clubhouse, etc.)
Pool Type: Indoor Outdoor '4
LSpecific Spa Pool Design Characteristics
SpL��Spa
Spa Depth:
Spa Capacitv:
Spa Shelh
�
Rectangular �,J
Length !�J ft.
Operational depth
gZAQ gaflons
4, ,
Height of side wall above deck CD in.
Oval
Width ft.
measured from
surface area
Width of spa ledge 0 in.
Other
Widthofleclae
waterline ft.
Ceiling height above spa rim kv f t.
X
tJA in.
(maximum 4 ft)
Spa Construction Material:
Spa Decking Construction Material:
Spa Color (Must be light color):
concrete
Concrete
White -4
.Painted
Plaster
Tile
Other
Fiberglass
Other
Tile
Other
Tvpe of non -slip surface
M-aximum spa bather load: `31 (Show calculations on an attached sheet.) (Refer to Graph 110.3 [page #451,
Regulations for Water Recreation Facilities)
s?
Is spa located 15 ft. or more from anv structures such as pump house, balconies, or tree
q=LA
Distance of farthest associated living unit from spa: ft.
Number of stories in associated living unit(s): stories Are elevators provided? -
Deck rate of slope: (Note: min. in./ft., max. !Z7. in./ft.) Are floor drains located to handle
lans?
splash/standing water on' all sides of spa? 14 Are locations of all floor drains show on p
I Ladders and Steps _771
Show all dimensions and details in the design plan.
Are the edges of the treads a contrasting color? 1�4
0 st nd
Surface area for each stair tread- I step i :2-9 42 sq. in.; 2 step JZ3,�,_ sq. in.; bottom step sq. in.
(Minimum area is 240 sq. in.)
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CHECKLIST NO. 4 of 2— total checklists
Depth of each stair tread:
_J_ 7 in. (Minimum is 10 in.)
Riser heights: I St step J,_0 sq. in.; 2 nd step _J,�� sq. in.; bottom step sq. in. Non -slip treads?
Are handrails installed so the leading edge is neither IS in. or more beyond, nor 8 in. or more inside the vertical plane
of the bottom stair riser?
Barrier Protection
Minimum barrier heioh t: _in.
0 ?
�s gate or door self -closing? - �24 and self-latchin
Height to access latch: r, La in. If access latch is lower than 54 in., is the latch one that remains continuously
locked and ordy opens with a Oey or other access system? 4
Are all pool gates/ doors lockable for periods of non-use? 'J — NOTE: Design plan must show details of
barrier construction. if tops of horizontal members are less than 45 in. apart, maximum opening width shall be 1 in. If
horizontal members are equal to or more than 45 in. apart, vertical spacing shall not exceed 4 in.
a
Recimilation PumP Mfg. Modell't. VVFli�� Horsepower
Y: apm@ FOH (filter clean)
Maximum capacit,,:
Minimum capacity: @ .7-0 FOH (filter dirty - just prior to backwash)
gpM
Horsepower 2- AAR
Jet Runp, Mfg. '.Moclel 0 %
Turnover time: MUL
Maximum capacity: 72- 237. gpm Number of jets in sp
Is a copy of the pump curve provided? is pump (above) water level?'�:�.�
_7E
Can pumps be isolated by valves for service? Are all piping details shown on plans?
Number of inlets: AZ��� Number of outlets: Flow capacity for each inlet. gpm
J1 (maximum 10 ft/sec) 2-
each inlet- ED
Pipe size of inlets: Flow velocity at 2-1
�:ju_tlets: (Skimmers, main drains, overflow channels) Shown on plans? —
What is total feeL9,ffhhead for ool piping? (zn
c I �fc 0 -7 O�� in.
Tv I � e I Length. of weir
Skimmer Mfcr T2 s. Nv velocity of: El] ft./sec.
Size of pipe: with a water flo
Number of skirru-ners:
(maximum 6 ft./sec.)
Lengffi of weir: - - - I in.
Maximum flow capacity for all skimmers: gpm. (Show calcula. ' tions on attached sheet.) Overflow
systems must be clesi-aned to carry 100 % of the total recirculation flow. Note: At times, installation of 2 skimmers may
�e contrarN to manufacture's minimum flow reconunendations - a variance may be requested in those instances.
Type and size of pipe for skimmers:
Number of main drains: Type of pipe::.
4 with a flow velocity of: ft./sec. (maximum 6 ft./sec.)
Size of pipe: ft. (minimum 6 ft.)
Spacing between drains is: —
Maximumwidth of openings on drain cover: in. (maximum 1/2 in.)
A!:5� in. Maximum water velocity through all main drains
Square inches of opening per drain cover:
.7-4ft./sec. (max. 1.5 ft./sec.)
Specify type of backflow 12rotectio used between the make-up water source and pool-Avater. (Must comply with local
1;p
plumbing code.) Plan design must show this. U f.:2V1!E4
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CHECKLIST NO. '2- of 'Z- total checklists
I Treatment System
EL11 t
_12tim: - -
Pe-IST'd Model TylCMMIBLIUT,��S (rapid sand, cartridge, etc.)
Filter Mf - --- r--,, - . sq. ft
sq. Ft. of filter: _I -�-
NSF approved? Mir�mum filter area needed:
Number of filters: Maximum application rate: gpm (filter clean)
Minimum application rate: gpm (filter dirty)
Are pressure gauges provided before and fter the filter?
0 % Is a sight glass present7__--^-4
Is an air relief valve present?—
DisinfeC Aqu
FeederMfg. modei#lf��V_ NSF approved7
(chlorine, broniLrie, gas chlorine, other)
Type: (solid, liquid, granular, gas)
What form of disinfect��'t will be used? dispens6 per day: I lbs/day
Maximum amount of disinf�gtant which feeder can lbs/day
Minimum amount of disinfectant which feeder can dispense: cdon m design plans (including prevailing
Note: If using gas chlorine, provide all details for chlorine room constru
00 age). There must be mechanical exhaust at one aix change per minute,
wind direction, ventilation, lighting and sign
remote light and fan switches.
C h e m lic—a I—F -etd- & MIS
Are feeders provided for controlling pH?_
a if so, Mfg. Model
Are there feeders for caustic soda, CO`7, soda?
Does feeder have automatic shut-off in case water flow is interrupted?—
H —ea t e r:
Will a heater be installed
r
if so, Mfg.: Z� Model # (Must be located so any standing Pilot is
readily accessible and must be installed per NEC and LWC codes.)
V.entilation:
Ventilation for indoor spa pool must conform with ASHRAE spa pool facility standards.
r-----'Restroom, Locker Room, and Plumbing Fixtures
Design plan must show dimensions and equipment layout for all restroo'ms, locker rooms/shower rooms (where
ture:
required). Indicate floor slope, location of floor drains, all fixtures. Proposed shower tempera
0, 0
I
kma:�amurn is 110 F�
Tvpe of non -slip floor finish? --4 .
Locker/shower room floors coved at wall junction?
Single use soap/non-glass dispenser?
Lighting
t the following minimurn intensities (measured at 30 in. above floor surface)
Lighting for spa pools must mee
0
Outdoor pool (if used after dark) - 15 foot-candles . Proposed foot-candles
- -:)o foot-candles Proposed foot-candles
indoor pool I -Z foot-candles
Locker rooms - 20 foot-candles Proposed
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CHECKLIST NO. of total checklists
Are emergency lights provided which turn on in the event of power failure? (indicate locations on plans)
Emergency lighting conforms to UL Standard 99 7
Are all lights above pool area and walking surfaces shielded?
Equipment
(must be within 1 minute walking distance) z
Location for emergency telephone? 0
(must be 16 or 24 unit with 2 rescue blankets)
Type of first aid kit to be provided?
0
Type of audible alarm (if provided)? M
Number of ft. from pool?
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I be in accordance with information submitted on this checklist unless addenda for modifications 0
All consh-uction shal 0 C
have been approved by the Snohomish Health District. —19
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Stamp
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S4
F-D-01 #
CHECKLIST NO. of total checklists
CALCULATIONS
Bather Load (Spa)
Maximum Skimmer CapqgI4
Maximum skimmer capacity = (Linear in. of weir) x (number of skimmers) x (flow rate through skimmer)
NOTE: Maximum capacity 4 gpm per in. of weir
� 3 Yi , -,Y-, - 4 q— � -- I �
Main Drain-Y21ocity- (Assume 100% of maximum pump cap through drains)
203
Total Pump Cal2acit-v (g2m - Total 2 in.) '7
448.8 gpm. (cfs) 144 (in./sq. ft.)
�,4inimum Filter Area Needed
Njinimum Area (sq. ft.) = Maximum 12uml2 capacity_�m
Commercial filter design rate (gpm)*
v '?� 7T5
*Cartridge filter - .375 gpm, rapid sand filter 10-18
082399:sei
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RECORD OF INSPECTIONS
INSPECTOR DATE APPROVED
SETBACKS .....................
FOUNDATION:
Footing......................
Wall ..........................
Pier/Porch .................
Retaining Wall ...........
Slab Insulation ..........
PLUMBING:
Underground .............
Rough -in ...................
Commercial Final ......
HEATING:
Gas Test ....................
Gas Piping .................
Equipment .................
Commercial Final .......
EXTERIOR SHEATHING
NAILING ..........................
FRAMING ........................
FIRST FLOOR FRAMING ...
INSULATION ...................
Floor Insulation .........
Wall Insulation ...........
Ceiling Insulation .......
SHEETROCK NAILING ...
SPECIAL INSPECTION ...
MISCELLANEOUS ..........
FINAL APPROVAL FOR
OCCUPANCY .................. %A
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