HomeMy WebLinkAbout2002-P04983 - pool PERMIT
CITY� OF ORONO Permit Number:
2750 Kelley Parkway - PO Box 66 P04983
Crystal Bay, Minnesota 55323 Permit Type: a��essory sr�u�cures
(952) 249-4600 Date Issued: 4�i6�2oo2
SITE ADDRESS: 2635 Countryside Dr W
Long Lake,MN 55356
PID: 04-117-23-13-0007
DESCRIPTION: UBC Occupancy R3
Proposed Use: Residential
Pernut Class: Building Census Code 329
Pernut Type: Accessory Structures Permit Sub-type(s): Pool-Outdoors-In Ground
DETAILS:
Approved per resolution#:
Separate permits required: iviecnanicai Biecuicai(siaie�
NOTICES/REMARKS:
FEE SUMMARY: PernutFee: $ 391.25 Valuation: $ 25,000.00
Plan Review Fee: $ 254.28
State Surcharge Fee: $ 12.50
TOTAL FEE: $ 658.03
APPLICANT: Dolphin Pool& Spa OWNER: David&Teresa Gross
3405 Highway169 North 2635 Countryside Dr W
Plymouth,MN 55441 Long Lake,MN 55356
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
•_ K� �`-cL"��%
APPLICANT PER EE SIGNATUR'E ISSU BYSIGNATURE
�,.
Cooies: 1-File(SiQnitures Required), 1-Applicant 1-Monthlv Reports. 1-Assessine, 1-Finance Page 1
�� I��� .
� 3 otal Fee: $ �'��� •��-� Date Received: ��, < < ' �
i- � "i' � -:�
y� � Entered By: ��'' c�'` Permit#: -� �ry i
y ,'r ' ! `_�� f%Z
,
CITY OF ORONO - BUILDING PERNIIT APPLICATIOI`1
All information must be submitted in full before plan review will be started.
(please print all information)
----------------------------------------------------------------------------------------------------------------------
THE APPLICANT IS: (circle one) OWNER TRACTO
JOB SITE ADDRESS: �G�� ����'��`7 S'�l �'�'� � ZIP: �S-�S�
NAME OF OWNER: ��v�� } 7�i�-�0 Gl�-�SS PHONE: (home) 9.5�' Y-7� �73��
(work)
MAILING ADDRESS: �3 S ����'Si�%• � � CITY: ���' ZIP:�S�
CONTRACTOR: /.�o�!/��n� /'�G�C � SP� PHONE: 7G3 .S�-Z g��
CONTACTPERSON: C�� ���M�nr3C.� MOBILE/PAGER: 7G3' 3� - 9�-z C�^�
MAII.ING ADDRESS: .3�S N��/�9 /�� CITY: ����T/J ZIP: 5�`��
STATE LICENSE: # �c��� �
`t ARCHITECT/ENGINEER: � PHONE:
�L MAILING ADDRESS: CITY: ZIP:
NAME: REGISTRATION#
TYPE OF WORK: New � Addition Accessory Structure
Move Remodel/Alteration Land Alteration
PROPOSED WORK(describe in detai�: -���r1D"� v�^'�L ��"�r� S�"�r`^�'� /'�C
� ��. 'x �.� ' /�'���L�'
, ,:
�, STORIES: SQ. FEET OF EACH FLOOR:
�;\ NO. OF BEDROOMS: GARAGE STALLS: ATT. DET.
�.�
t�"-J ESTIMATED CONSTRUCTION VALUATION (excluding land): $ �.5, ��� . �
I hereby apply for a building permit and I acknowledge that the information above is complete and
accurate; that the work will be in conformance with the ordinances and codes of the City and with
the State Building Code; that I understand this is not a permit and work is not to start without a
permit; and that the work will be in accorda with the approved plan.
�
APPLICANT'S SIGNATURE: DATE: -� �S� ��
C,
NOTE! Parade of Homes events require separate permit approval by Police Deparhnent and
City Council 60 days prior to the event. Non permitted events will not be allowed.
Sec.13.04 RIGHTS OF S[JB.TECTS OF D�TA
Subd. 1. Type of data. The righrs of individual on whom the data is stored or to be scoreci shall be as set forth in this secdon.
Subd.2. Information reqirired to be given individual. r1n individual asked to supply private or confidenaal data conceming himself shall
be informed of: (a)the purpose and intended use of the requesced dara within the coilecting'state agency,polidcal subdivision,or sratewide system;
(b)whether he may refuse oY is legally required to supply the requested dara;(c)any laown consequence arising from his supplying or refusing to supply
private or confidential data;and(d)the idendty of other persons or enriaes authorized by state or federal law to receive the data. This requirement shall
not apply when an individual is asked to supply invesrieadve dara, pursuant to secdon 13.82, subdivision 5, to a law enforcement o�cer.
The commissioner of re�enue mav piace the norice rewired under this subdivision in the individual income tax or propectv tax refund
instructions inscead of on[hose forms.
Subd.3. Access to data by indi��dual. Upon requesc to a responsible authoriry,an individual shall be informed whether he is the subject
of scored data on individuals, and whe[her it is classified as public, private or confidenaal. Upon his further request,an individual who is the subjecc
of stored private or public data on individuals shall be shown the dara wichout any charge to hirn and,�if he des'ues,shall be informed of the content
and meaning of[hat data. Afrer an individual has been shown the private data and informed of its meaning,che data need not be disclosed to him for
six months thereafter unless a dispute or acrion pursuanc to this section is pending or addidonal data on che individual has been collected or crea[ed.
The responsible authority shall provide copies of the private or public data upon request by the individual subject of the dara. The responsible authority
may require the requesting person to pay the actual cosu of making, cerrifying, and compiling the copies.
The responsible authority shall comply immediately, if possible, with any request made pursuant to this subdivision,or within five days of
the date of the requesc,excluding Sarurdays,Sundays and legal holidavs, if immedia[e compliance is not possibie. If he cannot comply with the request
within that time,he shall so inform[he individual,and may have an addirional five days within which to comply with the request,excluding Saturdays,
Sundays and legal holidays.
Subd.4. Pi'ocedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or pri�•ate
dara conceming himself. To exercise[his right,an individual shall noafy in wri[ing the responsible authority describing�he nature of the disagreement.
The responsible aurhoriry shall within 30 days either. (a)correct the data found ro be inaccurate or incomplete and attempc to nodfy past recipients of
inaccurate or incomplete data, including recipients named by the individual; or(b)nodfy the individual that he believes the data to be correcc. Data
in dispute shall be disclosed only if the individual's statemen[of disagreement is included with the disclosed data.
Tlie de[erminarion of the responsible authoriry may be appealed pursuant to the provisions of the adminiscradve procedure act reladng to
contested cases.
DATA PRIVACY ADVISORY
In accordance with M.S. 13.04, Subd. 2, "Rights of subjects of data", we would like to inform you that your request
for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or
confidential information.
You are notified that:
1, The information you furnish will be used to determine your qualification for the permi[or license requested.
2. You may refuse to supply data, but refusal may require that the City deny the pennit or license.
3. The information may be shared with other local, state or federal agencies to the extent necessary to process
the pernut or license.
4. If your requested pernut or license requires Council action to approve, some information may become
public.
5, You have certain rights under M.S. 13.04 (available upon request) to review private data on yourself.
6, Your fuil name is required to process this application or permit.
�/�i✓ /J.av'O /,�1�''^c'�✓�"�
First �tiddle Last
.��oS /✓�-J� J�� tiA
Addres��^�'f.� N'n/ �.s��� 7G� �r�-g��
Ciry Stare Zip Phone
I understand my � s stated above.
Signamre
CHECK OFF LIST FOR ISSUANCE OF PERMITS
' FOR OFFICE USE ONLY
ADDRESS OR LEGAL: 2c�35 �,v 7-(Ly s�ru D2 (N
PID:
DESCRIPTION OF WORK: �o L
ZO.�iI�1i G REV�W BY: DATE APPROVED: �- /- v Z
BUII.,DING REVIEW BY: DATE APPROVID: y - � —o�
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERII�IIT Yes ,/" No
PLAi�1 REVIEW Yes _� No SEWER CONNECTTON
STATE SURCHARGE Yes � No WATERCONNECTION
INVESTIGATION FEE Yes No PARK FEE
SAC Yes No SITEINSPECTION
Number of SAC Units OTHER (specify)
ZONING CH�CK LIST Zoning District:
Fire Department: Post Office: School District:
Lot Area: Sq.ft. Acres Width Depch
Survey Submitted: Yes � No Date of Survey: �N �=i l,t_,� /Z- ZZ- Q`�
Proposed Setbacks: �
Front(Lake): ( �-!S Right Side: `�O`
Rear (Street): ��o � + Left Side: �6�
Adjacent Structures: 1�{ ' Wetland: N'� �c��n� Z 5 �
Building Height: Def. Hgt. — Peak Hgt. —
Lot Coverage: � •/L
Grading: Staff Approval Date: — By: Council Approval Date:
Septic: Staff Approval Date: — By: —
Zoning File: # � Resolution: # — Resolution Date:
Shoreland District: N o
Avg. Setback: Bluff Setback: L.o[Coverage:
Existing Proposed
Hardcover: 0-75'
75-250'
250-500'
500-1000'
Hardcover Variance Required: Yes No Date of Council Approval:
�.M�K.S �i1111011Se�: �� A��:,,. -}c r'�6 "'-' ,'i�.. ��; (ri�f� (`� �r�+.� ?°�-���.
K,��� �, �--G �; ' , � . � �,T .. � � S .�3�e
7
BUILDING REV�W CHECK LIST
�C� — CONSTRUCTION TYPE: �
Sq Footage $Per Sq Ftg
Basement x _
lst Floor x =
2nd Floor z _
Garage x _
z =
TOTAL
Estimated Construction Value: $_ ZS�O c�c'� ��
Inspections Required: �Vork Requiring Separate Permits:
Site Plumbing Fire
Hardcover Removal � Mechanical Water Connection
_�C Footing � Septic Sewer Connection
Framing Fireplace Lawn Irrigation
Insulation (Masonry) O[her
Wall Board (Mfg.) Well (State Permit)
_2�F�� Grading/Filling _�Elecuical (State Permit)
Other
REMARKS(IN HOUSE):
- --------------------------------------------------
REVIEW BY OTHERS: DATE:
Access: Existing New
Access Approval: Date By:
-----------------------------------
REMARK.S (TO BE NOTED ON PERivIIT�:
8
� oRaN coPY
� r� � � .� �rr �r � ooL � s � A M,�
�
3405 Highway 169 North, Piymouth, MN 55441
office (763) 542-9000, fax (763) 542-900�1 ���f f�f E
Minnesota Contractors License #BC-20266452
CUSTOMER DAVID & 7ERF� GF�OSS DATE ��='��?���'
ADDRESS ;=��,;c; f'('l(II�TRY �Tf)F� n�•ru� w �T
c��'--- ryr�araa STATE MN ZIP JJ�:�;�
PHONE#HOME_ �3�L-47G-73?,�3 OFFICE
SALESMAN �p��ZE SUBMITTED BY �p��
POOL DATA
POOL SIZE ;�4' �C 4�3' POOL SHAPE RECTAIUGLE 9�c�
STEP AND LOCATION R I GHT I NS T Df�0 c.r
CAPACITY _ 43, �V�� GALS. TURNOVER RATE �� HRS
PERIMETER 144 LIN. F7. RATE OF FLOW `3�1� GPM
SURFACEAREA_ 1, 1��' SQ. FT. MANIFOLD& SIZE !F Uf�LVF �."
CONS7RtlCTION EQUfPMENT
PANELS 2�{PCR I AL_ 8�� �Ef�I ES
LINER
COPING SENTRY
BOT70M MATERIAL F'�OOL PASE'
DECK BRACES YE5
OTHER CYGIVIa ���9 F'ORTANLE S��F'a
�ILTERATION EQUIPMENT
- _ . ,
PUMP 1 1/� HR HflYWf�f�D
FILTER
I-IEATER C � YF� I' _` '" ;}�;,� ��,��
SKIMMERS � ,� �`..,� " f,- '
INLETS q � � .
, .�. p } T, ; � ;��tR,. j, �
AUTO CLEANER FITTING . : .�:'�
a�v� . .:
MAIN DRAIN OhIL ANTI-UCIF�TCX +��i�" �`
OTHER I�IATURE II & dZONE
DECK EQUIPMENT DAT ' -
DIVING BOARD �� g���7��, �p��D
SLIDE �p�E
LADDER OIVE "fHREE STF�=� W/HINGE
HANDRAIL p��
ANCHOR CUPS&ESCUT �OUR
LIGHT&DECK BOX �:-1='ROJ'EC.TGRS f+LEIVS & F'ERI
OTHER
MAINTENANCE EQUIPMENT
AUTO CLEANER r�OLARI5 �8�
SOLAR COVER NOnIE
SOLAR REEL IVOIVE
WINTER COVER UNUERTRAGF'. FaUt'OCDVER
CHEMICAL KIT P I 0-GUARD
MAINTENANCE KIT YE5
VACUUM HOSE&POLE YE�
OTHER
ELECTRICAL PY 0� F-�ERa GAS LINE HY aTHFFZS
FENCING HY C7THE1�5 WALL WORK �-aY U"i"H�I�a
DECK WORK PY OTHERS
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POOL KIT MATERIAL LIST
8' Y
6 STEP a Y
UNIT 2 W c� Q
20x40 o wJ J Za
S E3 S 8 H f"- J Z W J J _1 J J J � 2 Y � ti
RECTANGLE a w a Q w w w w w w � � � a U a
� z a z z z z z z a W � O
tn d w Z a d a a d d = J � J p �
g 4�0�� I 6 o z � � z z z z z z � z � Q m � _
� a � a a a a a a a a � �s � � �
8 I 8 aJ. uYi ¢ � a a a a a ¢ U o w r- p � w
LL W Q � � Q � Z
S I Z E m m m iD in v c� iv r Q ¢ � C� Z ¢ c� �
20�0�� i 20 x 40 10 2 2 2 12 4 4 I I I I
8� , 20x 40 w/c1r.stairs 8 2 2 2 I 12 4 4 I I 1 I
PA EL 4 12�0�� I 4 STEP 20x40w/sidestairs B 2 2 I 2 I 13 4 4 I I I I
OPTION � UNIT NOTES
i
I 1.POOL IS DESIGNED FOR USE BELOW GRADE AND
ONLY IN AREAS WHERE THE GROUND WATER
TABLE IS A MIN.OF 4'6"BELOW THE PROPOSED
B � � $ FINISHED GRADE.
6 4 O� I 6 2.BACKFILL WITH CLEAN EARTH,FREE OF ROOTS
AND DEBRIS.DO NOT ALLOW THE HEIGHT OF
� BACKFILL TO EXCEED THE HEIGHT OF THE
WATER IN THE POOL BY MORE THAN 6",NOR
WATER TO EXCEED BACKFILL BY MOFiE THAN 6".
8 8 8 $ S 3. POUR 2500 P.S.I.CONCRETE FOOTING AROUND
� 40�0�� ENTIRE PERIMETER,MIN.6"DEEP.
� 4.3'WIDE CONCFETE DECK IS TO BE POURED AT
LEAST 3"THICKNESS AND A SLOPE OF 7l4"TO 1'
AWAY FROM THE POO�.
T 5.ALL INSIDE POOL DIMENSIONS ARE TO BE
1 FINISHED DIMENSIONS.
3�4�� 6.FINISHED BOT70M IS TO BE 2"MIN.OF
SUITABLE MATERIAL OR UNDISTUFBED EARTH.
8���� 7 MANENTLY ATi'CIHED 1�OY T TH�E SHAL OW
� SIDE OF THE POINT OF FIRST SLOPE CHANGE.
�� Z�� MINIMUM 8.COPING:COPING LENGTHS ARE APPROXIMATE.
PREPARED 80TTUM CUTS MAY BE NEEDED ON STRAIGHT SECTIONS
FOR PROPER FIT.RADIUS CORNERS AFiE 2'x 2'.
ADJUSTABLE 9.CONSTRUCTION DRAWINGS:THESE DRAWINGS
AND NOTES ARE FOA iLLUSTRATIVE PURPOSES
�4�0"+T' IO�O��- �'�� 13�6�� ►j• �2'6"---� + A-FRAME ONLY.DIFFERENT MEiHODS AND PRECAUTIONS
MAY BE DICTATED BY VARIOUS GFOUND CONDI-
TIONS.THIS IS TO BE DETERMINED BY AND IS
THE RESPONSIBILITY OF THE CONTRACTOR,
WHO IS NOT AN AGENT OF THE MANUFACTURER
+ OF THE ROYAL POOL
RECTANGULAR 70.INSTALLATION IS TO BE DONE IN ACCORDANCE
FILLER WITH ALL FEDERAL,STATE,AND IOCAL
BUILDING CODES,AS WELL AS N.S.P.I.SUG-
�Z 12 12 + GESTED STANDARDS.
6�� MIN.
SPACER 2500 PS.I. NSPI DIVING POOL
8 + CONCRET REFER TO CURRENT N.S.P.I.PUBLICATIONS
RAOIUS �� 8 70 DETERMINE TYPE 8 LOCATION OF
4 - RADIUS CORNERS FOOTING DIVING E�UIPMENT ALLOWED.
FILLER 6 - 12� SECTIONS . FOR MORE INFORMATION CONSU�T
• � " . NATIONAL SPA&POOL INSTITUTE
4 - S� SECTIONS � ' ' / 2111 EISENHOWER AVENUE
8 $ ; + � • + ALEXANDRIA,VA 22314
,� TEL.(703)838-0083
TYPICAL CORNER ?%\� „�`\, '�'� �%� ��'C� TITLE
12 12 �2 20 x 40 RECTANGLE
COPING LAYOUT � 2�6�� OVERDIG � onrE SCALE DRAWN BY y�.C. C.
I � I �BG NONE APPROVED BY
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Efficient. Dependable. Proven.The Super
_ � ,� -�� Pump has all the quality features you
"'—"" ��° expect from Hayward. For replacement or
'a��.a���tl"� �� �. ,..�' '�� new pool installations,the Super Pump
�„ a� -� > ��
�� ` ��� '��'� � �`��x `� �� � �.�� � a sets the standard of excellence and value.
- � � �� �� �
�� � .�-----� �
� � ���� � �"� Applications
, ��� � � � �������, ��.
� � �y ' � • In-ground pools of all types and sizes
� �� � �"� � �`,"'. �1` �� � • In-ground spas
u �4 � Features
� � ���� t :- ;�
�a<� ", ;�,;�-� � �xe,� � ;,j • Self-priming(suction lift up to 8'above water level)
����� G� �`�� ����� ,
�,- t ;�� � ��� k,� ,�.'� �s� • Exclusive swing-aside hand knobs make strainer cover
r �� ,� ��� - � removal easy
� .,
_ ��a�, , .�� ��� ��} �� �� ��� ' Lexan`�'see-thru strainer cover lets you see when
basket needs cleaning
� � � • Super-size 110 cubic inch basket has extra leaf-holding
capacity.Load-extender ribbing ensures free
SP2610X751'/z H.P.Super Pump. flowing operation '
• All components molded of corrosion-
i , ' i ; , i , proof PermaGlass XLT"^for extra durability
and long life
Model Pipe Dim. Ctn. Ctn. • Heavy-duty,high performance motor for quieter,
Number H.P. Voltage Size "A" Qty. Weight cooler operation
• Service-ease design gives simple access to all
Max Rated Single-Speed internal parts
SP2600X5 'k 115 1 'fi" 10" 1 29 1bs. Performance Data
SP2605X7 3/a 115/230 1 'fi" 10 5�§" 1 32 Ibs.
SP2607X10 1 115/230 1 'fz" 11" 1 35 Ibs. Pump Output(GPM)vs.
Total Resistance To Flow
SP2610X15 1 'fi 115/230 1 �/�" 12�rfi" 1 40 Ibs. Model No. (Feet of Head1
SP2615X20 2 115/230 2" 13'r�" 1 48 Ibs. Max Rated 20 ft 30 ft 40 ft 50 ft 60 ft 70 ft
SP2621X25 2'k 230 2" 13 Ya" 1 54 Ibs. SP2600X5 55 45 29 — — —
Max Rated Dual-Speed SP26o5X7 67 58 47 31 — —
SP2607X10 85 76 65 50 27 —
SP2607X102S 1 230 1 'k" 135�" 1 391bs. SP26tOX15 97 90 80 67 50 to
SP2610X152S 1 'fz 230 1 '/z" 14'r�" 1 43 Ibs. SP26t 5X2o t 16 �1� 99 85 70 51
SP2615X202S 2 230 2" 15'/e" 1 481bs. SP2621X25 109 109 104 95 84 69
Dual-speed pumps with"S"designation are complete with"Hi/Lo"switch.
Performance Data (low speed)
Pump Output(GPM�vs.
Total Resistance To Flow
Model No. IFeet of Head)
Max Rated 5 ft 10 ft 15 ft
SP2607X102S 40 30 13
SP2610X152S 45 37 23
----------------------------------------------- SP2615X202S 60 53 38
� Clip Art
, - In-Ground Pump Accessory—Page 9
�� ��I, ���. /'I, o�� /'�, Overall Dimensions
�C�,�o� � o �� o
� ` � �r— �-1
' 0 1` G �---9.J/0" ].SIB..
� , 1, --_..q.. _J .
I I �� � U O �
SuperPump SP2607X10 SP2610X15
- i4,�B-
� ).1/0
I �
�-9)/tl"� �1 5/8"�
� 0 S/B"
0 �YW�� For replacement parts see pages 79-81.
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Molded of durable, corrosion-proof poly- � �
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an advanced,self-cleaning lateral under- ,-.
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totally balanced backwashing. For crystal ,�
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Applications ' - `
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• In-ground pools of all types antl sizes
• In-ground spas(resideMial or commercial)
• Water features(fish ponds,fountains,water gardens► � •z
Features � � � `��`,
• Durable,flanged inspection cover provides convenient ��-�"'`� �� � �"�
access to top of filter
• Top diffuser ensures even distribution of water over
the top of the sand media bed.All internal piping is S244S Pro Series 24"filter with 1'h"Vari-flo"" S310S Pro Series 30"tilcer with 2"Vari-Flo'"'
2"to give smooth,free-flowing performance control valve. control valve.
• Automatic air relief purges any trapped air during � �
operation of the filter system � , � � � � , ' ' �
• Unitized,corrosion-proof filter tank moldetl �
of rugged,colorfast polymeric material for Model Sand Dimensions Ctn. Ctn.
dependable,all weather performance Number Valve Required Width*" Height Qty. Weight
:� • 6-position Hayward Vari-Flo�"control valve with S210S 1 Yz"Vari-Flo 200 Ibs. 20'fz" 32'r�" 1 46 Ibs.
easy-to-use lever-action handle lets you dial any of S244S 1 'fz"Vari-Flo 300 Ibs. 24 Yz" 36" 1 53 Ibs.
the 6 valve/filter functions. Integral sight glass lets S244SV 2"Slide Valve 300 Ibs. 24'fz" 36" 1 51 Ibs.
you see when backwash cycle is completed S310S Not Included* 500 Ibs. 30'fz" 40" 1 76 Ibs.
• Efficient,multi-lateral untlerdrain assembly,Wlth 360° *Order valve separately-See"Valve and Coupling Selections"Buying Guide below.
SIOttBC1,self-cleaning laterals,gives totally balanced "Above dimensions are for flter only.Adtl 12'for 1'fi'and 14"for 2"multiport valves.Add 7"for 2"slide valve.
flow and backwashing
• Integral molded drain plug for easy draining of tank, Model Pipe Valve Ctn. Ctn.
without the loss of sand Number Description Size Positions Qty. Weight
Valve and Coupling Selections
SP0710X62 Vari-Flo 1 'fi"FIP 6 1 6 Ibs.
Performance Data-Filter SP0715X62 Vari-Flo 2"FIP 6 1 9 Ibs.
Turnover SP0410X602S Slide Valve 2"SKT 2 1 4 Ibs.
Effective DE2400PAK2CS Cou lin 2 1 'fz"SKT x 2"SLIP - 10 12 Ibs.
Model Filtration Design (ln Gallons) p� g( )
Number Area Flow Rate" 8 Hours 10 Hours Model Ctn. Ctn.
S21oS 2.20 ft.1 44 GPM 21,120 26,400 Number Description Qty. Weight
S244S 3.14 ft.' 62 GPM 29,760 37,200
S310S 4.91 ft' 98 GPM 47,040 58,800 Modular System
'Based on 20 GPM/ft.Z(maximum allowable NSF rating�. S200PAK3 Heavy-duty,molded platform base for pump antl filter. 1 11 Ibs.
Complete with rigid,clear sweep union and hardware.
Pre-drilled for Max-Flor^',Super�'and Super Ilr"'pumps.
Performance Data—Valve Positions Use� 'r�"vari-Flo valve.
Model Back- Recirc- -----------------------------------------------
Clip Art
Number Filter wash Waste ulate Ainse Closed
SP0710X62 • • • • • •
SP0715X62 • • • • • • \ �
� SP0410X602S — — — — � � � "'
• . -o•_�� ,..`,-.
DE2400PAK2CS • — — — — — ,,� �'
� �
�� �
�
S200PAK3 � S244S S310S
�,...,...�..........................___.._..„� ,,, IJA�AA/A�l1 I G�1
R P 2100 D I G I TAL - swimming Poo1 Heater
�—B
��
4 3!8'
� (3-3/8'ASME)
� 9 3/4'
� (7-1/2'ASME)
(C)
INDOOR � J
ORAFTHOOD �
�
� 0
SYSTEM
� SWITCH
0
o t ° 40"
38' o I ° , o STACKLESS
0 26-1/2' o OUTDOOR TOP
r o (28-1/2'ASME) o
13-1T /4' o '21-1/4' • o
GAS o 0
CONNECTION o 0
�--A—►� � 26-1/2"�
Shipping Weights(Ibs)
BTU (A) (B) (C) (�) Cast Iron Capron°
Heater Heater Indoor
Heater Input Cabinet Flu Indoor Gas Water W�stackless w/stackless Draft
Model* (000) Width Dia. Drafthood Conn. Conn. To To Hood
R185A 181 18-1/4" 6" 62-5/8" 12-1/16" 3/4" 2" 191 172 12
R265A 264 22-3/8" 7" 62-7/8" 11-1/8" 3/4" 2" 214 195 15
R335A 334 25-3/4" 8" 63-3/4" � 10-3/4" 3/4" 2" 234 215 17
R405A 399 29-1/4" 9" 65-3/8" 12-1/2" 3/4" 2" 253 234 20
* Designation for Propane is "EP" and Natural Gas is "EN". Prefix "C" for Cast Iron (ASME) headers; "P" for Plastic (Capron°) head-
ers. Above input ratings are per A.G.A. specifications. Reduce input 4% for each 1000 feet above sea level when installed above 2000
foot elevation. Manufactured under Patent No. 3,623,458. Note: Plastic (Capron'�) headers cannot be used for ASME installations.
How to Pick the Right Size Heater
Proper heater size is based on the time required to heat the pool or spa. If water is heated for each intended use, ener-
gy-saving rapid heating may be appropriate. If water is gradually heated to the desired temperature and then maintained
at that temperature, a smaller heater may be acceptable. To determine proper heater size, use the following formula.
A. Desired water temperature °F oES��N
B. (Minus) Average air temperature °F �
C. (Equals) Total heat rise °F SA �C�
D. Total heat rise/hours required to heat equals required heat rise per hour. �EA.�,�Eo
Use the charts below to find the appropriate heater for your pool or spa. ``RT„"°
POOL SIZE-SQUARE FEET SPA/TUB SIZE-GALLONS
Heater 300 400 500 600 700 S00 1000 Heaier 300 400 500 600 700 800 1000
MOd21 DESIRED TEMP.RISE IN°F PER HOUR Model DESIRED TEMP.RISE IN°F PEA HOUR
R185A 1-1/2° 1-1/4° 1° 1° 3/4° — — R185A 59 45 36 30 25 22 18
R265A 2° 1-3/4° 1_1/2° 1_1/2° 1° 3/4° _ R265A 84 63 51 42 36 32 25
R335A 3° 2° 2° 1_3/4° 1-1/4° 1° 3/4° R335A 104 78 63 52 45 40 32
R405A 3-1/2° 2-3/4° 2_1/2° 2° 1_1/2° 1_1/4° 1° R405A 128 96 77 64 55 48 38
� c Raypak, Inc.
- 2151 Eastman Avenue,Oxnard,CA 93030,(805)278-5300.Fax(800)872-9725 I�;y
� � � Raypak Canada Limited f�
2805 Slough Street,Mississauga,Ontario,Canada L4T IG2.(905)677-7999.Fax(905)677-8036 ' � � �
www.raypak.com """"°" " '
Litho in U.S.A.01999 Raypak,Inc. Catalog No.6000.12E Effective:07-01-01 Replaces:02-01-00 Raypal<reserves the right to change these specifications without notice.
%
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION N E Q� SCHEDULED � �a
PERMIT NO. � V`� COMPLETED �
ADDRES �
OWNER � .� CO R.
TELEPHONE NO. ��3 ���--- Y� �
� D
�
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
�� 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
O 03 INSULATIGN 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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��VORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
W CO CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING
PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL�NSPECTOR
❑CITATION ISSUED
O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952� 249-4600
OwnerlContracto si •
Inspector.
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