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Home My WebLink About2016-00155 - in-ground pool , CITY OF ORONO * Z 0 1 6 - PJ 0 1 5 5 * ° 2750 KELLEY PARKWAY DATE ISSUED: 07/20/2016 ORONO,MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS : 1025 SPRING HILL RD PIN : 26-118-23-43-0005 LEGAL DESC : LJNPLATTED 26 118 23 : LOT 000 BLOCK 000 PERMIT TYPE : ACCESSORY STRUCTURE PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : POOL-IN GROUND ACTIVITY : 329-STRUCTURES OTHER THAN BUILDINGS VALUATION : $ 29,151.00 NOTE: PRIOR TO RELEASE OF ESCROW MONEY AS AS-BUILT SURVEY AND HARDCOVER CALCULATIONS MUST BE SUBMITTED AND APPROV�P I [NITIAL: /�/f'- NOTE: POOL 18 X 42 MUST MEET LAKE SETBACKS AS SHOWN BUT CAN BE EXTENDED 2 FEET TOWARD ROAD(CHANGE IN SURVEY)� INITIAL: �/� - NOTE: SEPTIC SYSTEM MUST BE INSTALLED AND APPROVED PRIOR TO ESCROW RELEASE. INITIAL: �!�'Y � APPLICANT PERMIT FEE SCHEDULE 490.12 PLAN REVIEW 36.69 PRESTIGE POOLS STATE SURCHARGE(VALUATION) 14.58 87 COUNTY ROAD C WEST ST. PAUL,MN 55117- TOTAL 541.39 Payment(s) CHECK 17800 541.39 OWNER BOWLSBY,JOHN&CYNDY 1025 SPRING HILL ROAD WAYZATA, MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to � the approved plans and specifications,applicable City approvals,and the ��' State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this rype of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time afrer work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any tim��for due c use. � �7 � � ��-;,�` .. '�'� ��.�� ,. �"` 7 G�> , ,�> � --7, z �� l Applicant Permitee Signat Date Issued By Signature Date , City of Qrono � Building Permit Application -�� for Swimming Pools and Hot Tubs /�a�O Mailing Address: ' Permit number. d/�—U�/ � � � PO Box 66 ; , Grystai Bay, MN 55323-0066 Q � Date received: 07—'/� — / � �i ol � ; ' Street Address: a�'�� ` Received by: �` ��.� � � ,�� 2750 Kelley Parkway Q�� Plan review fee: �� q �,`' Orono, MN 55356 � 1� y r�� '�fSHC�� pC��lO—�U�� ; Total Fee: � _ __ __ Main: 952-249-4600 Fax: 952-249-4616 �vw�v.ci.aronc�,r7in^us � This application form must be completed in full and all required information must be submitted, Incomplete applications wili be returned. (Pfease print) GENERAL INFORMATION: Job Site Address: 1Q25 SPRING HILL ROAD, 4RON0, MN 55391 CONTRACTOR/APPLICANT INFORMATION: Name: PRESTIGE PUC7LS State License# _ Expiration Date: Phone: 651.490.1399 Fax� 651.490.3119 Address: 87 W. COUNTY ROAD C � Cit Y� ST PRUL ZIP: 55117 Contact Person: PAT HENRY � ContacYs phane number 651.490.1399 Email: ph-poolsC�hotmaiLcom Applicant is: Gontractar Homeowner {Circle One) __—�12' �5�0--12',X',,- � PROPERTY OWNER INFORMATI�N: Name: _ JOHN AND CYNDY BC}WLSBY Phone (day): 952,807.7442 Mailing Address: 1025 SPRING HILL ROAD, ORONO ZIP• 55391 Email and/or Fax: jbowisby(c�msn.com � �--� ENGINEER INFORMATION: Name: Phone: _ __ —__ Address: City: ZIP: Email: Fax: PRQJECT INFORMATION: 1. Poot/ Hot Tub Dimensions: � 4.Accessory to: � 5.Type: 7. Retaining Walls? 18 X 42 feet � 2. Heated? yes ❑ no � ( ❑Above ground ❑ yes ❑ no Height ' Single Farnily � 3. Excavated materiafs will be: ! ❑ Multiple Family/Condo �n-ground *A building permit is required I � ❑ remaved from site j for any wall 4-feet or greater in � ❑ used on site ; Q Public ❑ Other(specify) height measured from the � ❑ Other. (specify} � ❑ Commercial bottom of the footing to the top i Total Gubic Yards � ❑ Industrial of the wall, even if it replaces � ' 6.Sewage Disposal 8� an existing wall. { *`*Any earth movement may require ; 0 ��her: (specify} � Water Supply I Tiered walls are considered MCWD review and permits. � one wall unless they are � Minnehaha Creek Watersheci District(MCWD} � Public Sewer separated by twice the height 1532p Minnetonka Blvd ' ❑ Private Sewer of the hi her wall. Minnetonka, MN 55345 ' g Phone: 952-471-0590 ' � � ❑ Public Water � Fax: 952�71-0682 i �,uww.minr�ehahacre�k.t�r� ! ❑ Private Well Estimated Construction Value $ ��7,G,;,�� " Packet Last Updated: August 2Q15 � Page 22 REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: �-- - ' Not r Enciosed A licable ' � � Buildin Permit Escrow A reement and Fees � ❑ Plan Review Fee � ❑ Com leted A plication Form � 0 Pro osed Poal or Hot Tub Plans–2 sets, full-size, to scale ❑ � Surve –2 full size, to scale (meeting ALL survey requirements) � ❑ D Hardcover Information � ❑ O Septic System Certification — , � ❑ M�nnehaha Creek Watershed District (MCWD) Permit or ! docurnentation from MCWD statin no ermit is required � I � � Landsca e Wafls and/or Retainin Wall Plans i � � � 0 Starmwater Poi(utian Prevention Plan ❑ � ❑ Dafa Privac �Advisor Form � i p p APPLICANT ACKNOWLEDGEMENT: , — � i ! • Agrees to provide ali information required or requested by the Planning&Buiiding Departments; ` i ! ! • Understands, if applicable, an as-built survey and as-built hardcover cover calculations, are required to be submitted after the i project is complete ( including final grading and Candscaping)prior to refunding the escrow; � • Certifies that the information supplied is true and correct to the best of hisJher knowiedge. The applicant recognizes that they are I � solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to � reject it until it is complete; i • Some or ali of the information that you are askec4 to provide on this application is classifled by State law as either private or � �! confidential. Private data is information which generally cannot be given to the public but can be given ta the subject of the data. I Confidential data is information which generafly cannot be given to either the public or the subject of the data. Our purpose and � � intended use of this information is to annuaily update our recards and records of other governmental agencies required by law. If ; j you refuse to supply the information, the permit may not be issued. I . . , r ApplicanYs Si nature: �� , 9 Date: `Z - �l • �� > �. _� ____j r~ �� -� , � �wner's Signature �C�'' � ' Date; /T �\j // } ^V. "'� /A F �� h � � � �`�- � 7�� l� Packet Last Updated: August 2015 Page 23 PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS Address: I I I�F� Permit No.: l l �I lU -(�1� Description of work: . � � Date Rec'd: 2''I '� � Septic review by: Date Approved: Z f� 1 Zoning review by: Date Approved: � � -r r � Buiiding review by: Date qpproved: Grading review by: �tt��v"C�l�t�/.�f/DIl Date Approved:�� Zoning District: �'� �' Zoning File#: � O Reso#: Reso Date: �S � �'f Zoning: Lot Area:ZJq �� SF AC Widt�. Lot Coverage: SF ' �! 1 % Survey Submitted: �Yes 0 No Date of Survey: ��'V Revised date(�7 �� Landscape plan submitted? � Yes � No Landscaper: Pro osed Setbacks: F t(Lake � � �) gsaf(Stree�)� ( N S E W ) ( N S E W ) Other Buildings Wetland Side Side Defined Height: Peak Height: FFE: FFE minus 6 feet= (Existing Contour) Perimeter(linear feet)= 50%= L.F. below grade Basementl O Yes 0 No, Stories FOR A BUILDING WITH A BASEMENT OR CRAWL SPACE: FOR A BUILDING ON A SLAB FOUNDATION: The distance between the lowest proposed Slab at or above grade— START WITH floor(of the basement or crawl space)and measure from hiahest existina the highest point of the roof. START WITH ra ade to the highest point of the roof even if fill was brought in to elevate home. If you have a... ' SUBTRACTION • GABLE OR HIPPED ROOF(no ' - � 'Slab below grede—measure (BASED ON windows): SubVact half the distance from highest existing grade to the ROOF TYPE) between the highest point of the roof hi hest oint of the roof. to the low point of the conesponding If you have a... gable or hipped roof SUBTRACTION ' �BLE OR HIPPED ROOF • GABLE OR HIPPED ROOF(with (BASED ON (no windows): Subtract half windows): Subtract half the distance ROOF TYPE) the distance between the between the top of the highest • � , , highest point of the roof to ' , r ' ' %window and the highest point of the • � the Iow point of the � ' roof • corresPonding gable or t � . . hipped roof• • ALL OTHER ROOF TYPES(flat, ., • •, GABLE OR HIPP�D ROOF mansard,etc):No subtraction. (with windows): Subtract SUBTRACTION Subtract the distance beriveen the half the distance between (BASED ON basemenVcrawl space floor and the the top of the highest � ', EXIST�IG, highest existing grade adjacent to the window and the highest ' GRADES) � founda;ion OR 10 feet(whichever is less. point of the roof � � • ALL OTHER ROOF TYPES , �-.: (flat,mansard,etc):No ' EQUALS. � Deflned building height subtraction. Defined building height EQUALS � . �• . ►. � . • y . , � , . ' . , . . . � . . , Updated: October 2015 ." � ' � � • , � ' � ' z:\forms\plan review checklist 10-2015'docx ' Shoreland District MCWD Permit Average La'kNes�re Setback g�uff Permit Number: es No � N/A 0 Yes �Yes G No No � N/A-see attached Setback: Stormwater Quality Existing Proposed Overlay District Tier Hardcover Hardcover V ian e R quir d CUP Required circle one ' ` %and s %and s Z�70�/ Z�s?� Yes O No 0 Yes No � 2 3 4 5 �b`�� t��/p y e(s : Type(s): r � , !f�� 3 Fees to be Char ed YES NO Permit . Plan Review S�te Surct�rge . . � . , Investigation Fee SAC-Mumber of SAC Unit� Other(specify) S uare Foota e $ er S uare Foota e Basement / z z X 3 5..� _ $ 1�Floor X = $ 2nd Floo� X - $ Garage X = Estimated Construction Value: $ � � (j �� t �• �� Orono Inspections Required Work Ri � ��. g9 .3 (o,� � Footing � Site � Plumbing �•Q�� G Poured Wall �Silt Fence/Erosion Control O Mechanical �'� ylAl/��l�Gu� O Foundation Survey 0 Hardcover Removal G Septic .r ..,,,,,. .,,,....___._.. � Foundation Waterproofing O Other(specify) 0 Fireplace � Sewer Connection 0 Framing � Masonry � Lawn Irrigation 0 I sulation 0 Mfg. 0 Landscaping As-Built Survey � �� Other(specify) Final 0 Lathe Required State Permits � Other(specify) G Well G Electrical REMARKS (in-house): f�l. � Y vv 1��j (� �� ' (j{�� (j V �' y OFFICIAL REMARKS-TO BE NOTED ON PERMIT AN T LE : M (�{' I�VI�f"�e�►�s'C� See B ' e . Ac ent Form � �� p�%(�Gt� �10V��VII�JI"' �Prior to releas of escrow money an as-built survey an hardcover calculations must be submitted and ap roved. _ � �z d s � � t!� �ec f t�w ��'�°ih��fid �c�v�V l!�d�( �� Updated: October 2015 V'1 �v� 1 �•\fnrmc\nlan rovipw�hoc�lict 1(1_9M F rinrtv � Melanie Curtis From: Adam Edwards Sent: Friday,July 15, 2016 9:38 AM To: Melanie Curtis Subject: RE: Permit#2016-00155 for 1025 Spring Hill yd Approved From: Melanie Curtis Sent:Tuesday,July 12, 201611:11 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc:Christine Mattson<CMattson@ci.orono.mn.us> Subject: Permit#2016-00155 for 1025 Spring Hill yd Adam Please review the survey in your INBOX for the pool permit at 1025 Spring Hill Road. Roger has the rest of the file materials if you have questions. Melanie Curtis '�952.249.4627 �mcurtis@ci.orono.mn.us From: Melanie Curtis Sent:Tuesday,July 12, 201611:09 AM To:'JOHN BOWLSBY'<ibowlsbv@msn.com>; 'mollymertz@aol.com' <mollvmertz@aol.com> Subject: RE:Council Agenda and Memo#16-3833 ]ohn - please see the attached Council Action notice for your variances. Let me know if you have questions. Thanks, Melanie Melanie Curtis '�'952.249.4627 �mcurtis@ci.orono.mn.us From: Melanie Curtis Sent: Friday,July 08,201610:30 AM To: 'JOHN BOWLSBY'<Ibowlsbv@msn.com>; 'mollymertz@aol.com'<mollvmertz@aol.com> Subject:Council Agenda and Memo#16-3833 Hello &happy Friday. Please note, we are doing something new... To obtain Monday's Council meeting information, please visit the following LINK. *Note the link to the meeting may not currently be active, but should be live today. You will need to select the"CouncilAgenda Linked to Attachmeni�'for the meeting dated Monday, July ii�h &find your application item number(#16-3833). From there you may print copies of the staff report and other attachments as well as a copy of the agenda. You will notreceive a paper copy of the agenda or the staff report relating to your item in the US Mail. 1 ��o C ITY OF ORONO .1 �„ Street Address: Mailing Address: Telephone(952)249-4600 ��. ` 2750 Kelley Parkway I P.O.Box 66 Fax (952)249-4616 Iq F,�' Orono,MN 55356 Crystal Bay,MN 55323 I www.ci.orono.mn.us kESHO� February 17, 2016 Pat Henry , Prestige Pools 87 W County Road C St. Paul, MN 55117 Re: Building Permit Application#2016-00155 � 1025 Spring Hill Road On February 11, 2016 the City received a building permit application for an in-ground swimming pool. Staff conducted a preliminary review based on the information provided and recommends the following items be submitted or revised in order for your application to be considered complete and for the plan review to continue: 1. Certificate of Survey. One copy of a survey dated 9-10-15 was submitted with the pool permit application. City records show a survey dated 11-17-15 was submitted for additions to the home,however the pool size on the survey dated 11-17-15 does not match the proposed pool size shown on the pool permit application. Please provide clarification and two copies of the most accurate and current certificate of survey which meets all of the City's survey standards(enclosed). Please note,our engineer has not reviewed the survey,so additional engineering comments may be forthcoming. 2. I.andscape Plan. Prior to the issuance of the building permit a landscape plan must be submitted showing all the proposed exterior/landscaping improvements, i.e. patios,grading,sidewalks, retaining walls, etc. The plan should include the name of the individual performing the work. The landscape plan should match what is shown on the survey. 3. Escrow&Escrow Agreement. Permits involving grading and/or review by the City's engineer require submittal of an escrow and an escrow agreement. The purpose of the escrow is to guarantee reimbursement to the City for out- of-pocket costs incurred during the review of your plans. Additionally this escrow will guarantee conformance with City Code Chapter 79 relating to erosion control and stormwater. The required escrow amount for this project is $2,500. Attached is an updated escrow agreement combining the proposed pool with the additional/remodel project. The property owner must sign the escrow agreement and return. No additional escrow money is required at this time. 4. Minnehaha Creek Watershed District(MCWD). Your project may trigger the Minnehaha Creek Watershed District's (MCWDs) permitting requirements; please contact the MCWD directly at 952-471-0590 regarding your project. Please note,the City of Orono will not issue a building permit without a copy of the MCWD permit or documentation stating the proposed project does not trigger any of their permitting requirements. The above information is required in order for the plan review to continue. Please feel free to contact me at 952.249.4620 or by email at cmattson@ci.orono.mn.us if you have any questions on the above requirements. Sincerely, CITY OF ORONO I�J ristine Mattson Planning Assistant c via email Pat Henry John&Cyndy Bowlsby Mark Gronberg Roger Peitso,Building Official enclosures Melanie Curtis From: Melanie Curtis Sent: Tuesday, May 10, 2016 3:23 PM To: 'ph-pools@hotmail.com' Cc: jbowlsby@msn.com'; Christine Mattson Subject: Pool Permit#2016-00155 Attachments: SKM_C654e16050913460.pdf Pat Christine and I have been reviewing the permit for the proposed pool at 1025 Spring Hill Road. The plan as submitted cannot be approved as it shows the pool encroaching lakeward of the average lakeshore setback and the 100 foot setback from the lake (required for properties with septic systems). I've attached the variance-approved plan for the property and the plan you submitted for permit as a visual. Please call me or schedule a time to stop in to discuss the options if you'd like. If you are considering the variance option the next deadline is May 18"' at noon (for meetings on June 20 &July 11). Thank you. Melanie Melanie Curtis, Planner Direct 952.249.4627 Planning &Zoning Office 952.249.4620 2750 Kelley Parkway, Orono, MN 55356 Email: mcurtisCrDci.orono.mn.us Website: www.ci.orono.mn.us 1 Roger Peitso From: Roger Peitso Sent: Thursday,July 14, 2016 8:40 AM To: Melanie Curtis (MCurtis@ci.orono.mn.us) Cc: Jeremy Barnhart; Christine Mattson Subject: Pool 1025 Springhill Road Melanie, I started my review of the pool for 1025 Springhill Road and there is not going to be sanitary sewer installed for this site or the other homes on this street at this time. I will not be able to issue a permit for the swimming pool until we have a viable septic design and a permit for the installation of the new septic as required by City of Orono Code Sec. 58-47. If the contractor(Prestige Pools)or the owner have any question please have them get a hold of ine. If you like I can call Prestige Pools if this would help. Thanks, City of Orono Roger Peitso Building Official City of Orono Phone:952-249-4600 Direct:952-249-4625 Email: rpeitso@ci.orono.mn.us Fax:952-249-4616 �-�N� �.� �� x'�'��s Hu��` 1 , City of Orono �,vo Hardcover Calculation WQrksheet ,, PropertyAddress: l�2$ SI,�Ie�� e�°fG� �� '��S�i'� y" ° Date: ��'fFSH *° Prepared by: G•t Orl/�C",(.�f d J'J't?C//TFI;_! '`�-7�"�r c_-�-� Stormwater Quality Overiay District Tier. (Circle one) Tier Tier 2 Tier 3 Tier 4 Tier 5 � f1-2 2�6' Step 2_ ,.g,� OPOSED HARQCQI��R !n the foliowing table, identiFy all items of proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Include all existing hardcover items thaY a�e intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accu�ately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are splif at the 75' setback line and calculate hardcover square fvotage se aratel for each ortion. Key to Hardcover Item{Describe) Length x Width Total igurve S uare Feet � Exam le Gar e 24'x 30' 720 S.F. j A o R F O S.F. ' B F ,• 2u S.F. C S.F. D dEI�A � il S.F. I E S.F. F h .t A' J'f� S.F. G , S.F. H p ._ ° S.F. � S.F. � S.F. K S.F. � S.F. M S.F. N � 7' S.F. O b S.F. p S.F. , Q S.F. R S.F. g S.F. T S.F. U C-' O!/ �E` S.F. V S.F. W _ S.F. X S.F. y S.F. Z S.F. 1 Total Pro osed Hard�ver 27 /Q s•F• Excludable HaMcover See G Code Sec 78-1684: Q�t7 e� t�.. _ S.F. S.F. S.F. ' S.F. S.F. 2 Total Excludabie Hardcover — D $•�• 3 Net Pro osed Hardcover Subtract line 2 from line 1 S.F. 4 Total Lot Area ZS S.F. Proposed Hardcover Percentage [(3)+(4)] ��, ?,S °� Thls!s an information packet regarding Nardcover. L�very eflort has been made to insure the accwacy of the informatton contained hereJn;however,Nany inlbm►ation is not consfstent with provJslons ot the CCityy Code,the Code provisions wilt prevall. Page 9 of 9 ► _ _._.. _ _ _. __.._,_�...mm_ _-_ . � ��Sto `-{ b�� . ..��.��..,�� 87 Co.Rd.C.W. � . .. f _ "NO DIVING"LABELS MUST BE INSTAILED �vew st�as��<� � . � 8 !��Q � ��, i� AROUPlD SFiA�LOYJ END OF AOOL iN - � ACCORDAfiCE WITH LINER MFG.DlRECTIONS. 4� � .`�` , ��0 �� /�� _� 2r' F��Tha��"a� � f� l // ----- t . � � o� j CORNER OETAI� � • : -- ��, i j •� PANEL I � � CORF.�R A f l � FILIER I ' ( x :—_,) f> ` J � �—t2" pf � - �� J i; -90 DEG CORNER u � � 3/8 X i'NUT 8 BOLT � • _� �_� j RIM COPEfVG • OPTIONAL STEP COhGRETE r• B _ COPiAlG �i-'.:,�. »..._-� . . . r.:'��F4• /;<;;�tr,''r-r• � `.a��f POGL SIZcS -.r.:`=:`:`•s'.`�_-.--• —�� -- -- - �M� 18X36 ZdX40 - - � Y�ATER A ��-0' 18'-O" 20'-O' TEK SGREW pqr(EL UNE B 32'-O' 36'-O' 40'-0' s�-o• D 2'-�0� � 42" c a'-o• s'-o• s'-o° j'i@Vl��sfet"7 ;:3P ��d ' M1N_ � 1_��M1� ^� D 3'-4` 3'-4' 3'-4• Compliance City of Orono C � ` • '`' E 4'-0` 4'-0' 4'-O' �/ � '`� � UNDISTURBED� I F 6'-0` 8'-0� 10'-0' f EARTH G 14'-O- Iq'_p• �q•_p� Date_ 7-ly!6 � 2" SAND GR H 8'-O' 10'-0` !2'-O' •� / ' V ERMICl1L.(TE I 4'-O' 4'-O' 4'-O' ��-y�Q��--� �J'_�t� /� --- �� - — -- ----------------- g'-0` t0`-O` i2'-C. —�rs' - -- - E �-�t---- —+�--G � X 35'-9y 4p'-3 44'-9' BRACE DETAIL � NOTES: 0lAGONAL BRAGE I TfiIS IS A TYPE II POOL IN ACCORDANCE IiETFi N.S.P.I STANDARDS � .)AN. 1989 AND BOCA CODS I983 - SF.CTiON 421 PqNEL LENGTH Np,pF 2 EACH HRACE 1fII1. BB 3i0UNtDED ]RTH A HINIP[Ubf OF I FOOT QF 4'-O" 8'-O' 9'-O' BftACE CONCRETB. ' PANEL 3 MAXiI�EUM LENGTft OF DlVlir'G BOARD - 8'; JU2dPSTAND - 6'. �X LENGT — 4 — 3 4 "NO DFVING� L1D&IS 1(UST 8E INSTAILED AROUND SItAL[,Olf END WIDTH — 2 I • SEE NOTE 2 OF POOL IN ACCORDANCE 1fiTH I1NER 1SAPFUFpCT[JRE5 INS'FRUCTIOIVS 18 Wt�THH — 2 I �` ��''}. 1fVARNING X NGTH — 5 — q � 40 WIDTH } � p — Z F�URIZONTAL8f2AGE SWIMMtNG POOISAR'c OA,'�G�20US WHEN USED IMPROPERLY! CONSULT YOUR TAKE DEALER FOR SAFEP'M"rORMATION ON THE SAFE t1SE OE SWIMMING POOLS. ,��R�d (TISTHERESrONSIBILfTYOFTOWNOFFICWLS,BUILDERSANDHOMEOWNEkSiG sPEc�FicnrioNs `�� NUSTON SUPPLY CO_ FOLLOW ALC SA"rEiY R"cCOMMENDATIONS OF N.S.P.I..ALL LOCAL ORDANCES 16 X 32 IB X 36 20 X 4Q ��'� """ "�"'�ALBERT AND EQUIPMEM MANUFACTURERS. , I"-4' ....,,,,,., AREA-SQ.FT. 512 648 800 .�,�_^-� *�• STANpARO RECTANGLES GA�LONS 19 500 24,600 30,500 ,,i/4' ' WITF! 6' RADIUS GORNERS � .� . 0 ' . . � • � - • . � � . . . ... . .. . . . . � � � � . . . .. . . •n • � • � ,(*S f��Y � • • � • '�f-w.M:ik�•,. . � , -�Yi f � . . . � ' -. •.. .. �� • � .� . �: The strong, silent type The SuperFlo�high performance pump meets all the criteria Performa ce Curves for a superior pool,spa or water feature pump. It's super �+so arn energy-efficient,super quiet and super easy to maintain, Plus, 3s ��o �2'h HP Hlgh Spaad —2 HP Hlgh Speed it's designed with innovative materials that will stand up to the 30_ i� � I�A HP High Spued � I HP High Spnnd most demanding installations and conditions. Whether you're —��h HP High Speed 25_ ...W �h HP High Speed � choosing your first pump or replacing older technology, � �eo SuperFlo is definitely a super choice. �'� 20 'a bo � Self-priming for quick,easy start-up. �� 15 '� �4'""`� 40 �= I IS-voR or 230-volt models available. io LowSpee 1750 RPM � S 20 ��.. ; Performance and pressure tested to ensure superior quality. � 0 -� UUCUUNSF certified. zo �o �o eo ioo izo wo i�o U.S,Gallons por minuta •�� One-year limited warranty. See warranty for details, s io is zo u 30 3s Cubk Meccrs por hoor Availabl from: Pe tair >. Pool Productsm � ,�, ``�" , Becaus rQliabilirymattersmostm • www.p ntairpool.com Phone: 00-831-7133 pumps filters:'heaters; heat pumps.`automation;lighting cleaners!sanitizers;water features�'maintenance products n�no o.,./�DI 1]7 /.��\ I� I� (r.I�MQ P..n�a��•\Ala�er D..nl��.�Cna I�r All r��l.rv...�...,wa . • � Technl a� D ta . Digital and 1V.Cil1 volt G s Heaters � e� . �NBF H�TfR Oyq�STq�lfO p��F/�. I FLUE OMBUS)� `�/�y � � o. S�Rfq�F�`��f � o —i � �-�o� r�a a�M� i � (3'3/8'ASME) INOOOR o • --o DRAFfHOOD 0 32-11/6' �0• p��cH 30' e�ecm ar�c�ess CANNEC . � OUTD0011 TM 28-5/8' � asrKo � (20•S/9•ASM� , R�nrho 13-1/4' owv conr+ecnor+ . � Amp Draw � A ZB 120 volt 240 volt Digitai 4 2 Shipping Weights (Ibs) BTUH (A) (B) (C) w!Polymer wl Cast Iron Headers Headers Heater Input Cabinet Flue Indoor (D) (J) Gas ater and stackless and stackless �ndoor Model (000) Width Dia. Drafthood inimum Conn. onn. rop Top �rafthood R206A 199.5 20" 6" 61-5/8" 10" 1-3/4" 3/4" 2" 187 206 12 R266A 266.0 23" 7" 62" 11-1/2" 11" 3/4" 2" 210 229 15 R336A 332.5 26" 8" 63" 13" 0-5/8" 3/4" 2" 230 249 17 R406A 399.0 29" 9" 64-1/2" 14-1/2" 2-1/8" 3/4" 2" 249 268 20 Designation for a Digital heater using propane gas is "EP"; a igital heater using n tural gas is "EN". Designation for a Millivolt heater using propane gas is "MP"; Millivolt heater usin natural gas is "MN". Prefix "P" is for plastic (polymer) headers; "C" is for cast iron ASME) headers. Suffix "X" is for cupro-nickel tubing; "C" is for copper tubing Example: P-R406A-EN-X = Plastic headers, 406 model size, di ital, natural gas, cu ro-nickel Reduce input 4% for each 1000 feet above sea level when ins alled above 2000 fee elevation. Manufacturetl under Patent No, 3,623,458. Plastic (polymer) headers cannot be used for installations req iring ASME certificat on. � _ �.`� . .,.,_�� ,....._�rr-.. . NhconY'Compeny I Swimming Po 01 n d Sp a The Pool and Spa Heatln�Experts�^ Heating Pro u�ts � : � � � / ' � �. • v .;'. ;� . � ► � � � � �� 4i;�Jkl��i1�� ',".i,FiSi{•f. � • � • � 1• � . • •1 �� 1 •• • ... ' � � � 1 � 1.. .. ' . ..� �� ..f�. 1 1 1 � � 1 � �4 � ;1 ;�r.`r�:s.`t:1�S�j" Y 'S�'+ � � •� � ��"''y�s ,��ie�" :.� � • -�:�li� � �' �.• � � .�. � i• � 1 � 1 CCP240 240 56" 21.5" 90 90 43,200 54,000 6G,800 CCP320' 320 62" 21.5" 120 120 57,600 72,000 86,400 CCP420' 420 6a" 21.5" 150 150 72,000 90,000 108,000 CCP520' 520 74" 21.5" 150 150 72,000 90,000 108,000 'NSF Lisled •Required dearance lo remove filter elements •'Maximum flow rele FOUR CARTRIDGES IN A COMPACT DESIGN • Continuous intern l air bleed helps prevent air build-up to keep the filter perating at peak performance. Clean 8� Clear'�Plus Cartridge Filters contain four polyester cartridges that hold enormous amounts of dirt,yet are easy to • Single-piece base and body for strength,stability and clean.The fiberglass-reinforced tank halves are secured with an years of dependa le service. innovative clamp ring—just loosen the ring and remove the top . One-year limited arranty. See warranty for details. half for easy cartridge access and rinsing. Filter maintenance doesn't get any easier. AVAILABLE ROM: ►� PENTAIR WATER SOLUTIONS,1620 HAWKINS AVE,SANFORD,NC 27330 IIOO.II31.71 3 WWW.PENTAIRPOOL. OM A1 enlair trademarke.and logos are owned by Penlair,Inc.Clean&Claar�"'and Eco Selecl"'are regislereA lredemarks ol Ponlair Waler Pool a d Spa,Inc.and/or its allilialael companios in Ihe United Stales and/or ol cauntries.Bewwe we arc conlinuously improving our products and servites,Peniair reserves Ihe ri hl lo chonqe specilications withoul rior nolice.Penlair is an equol opportunily employer mps/filters/heaters/heat pumps/automation/lighting/cleaners/sanitizers water features/maintenance products � � • HAYWA D AUTOMATIC � � � PRESSU E STYLE �HLO INE FEEDERS FEATURES: � , � , EASY-LOK C VER ASSEMBLY has thread-assist �� , : mechanism to p ovide dependabie sealing plus conven- � ient access for dding tablets or sticks. � CHLORINE CH MBER has extra large capacity.CL-100 ; series feeders h id up to 4.2 Ibs. of Tri-Chlor t8bs,while , . � , ` ' ' the larger CL-20 series has a 9 Ib.capaciry ta meet the requirements of�II sizes and types of pools. dorrosion- r proof, versatile deslgn accommodates large or smail slow-dissolve ta lets or sticks. � DIAL REGULA ilJG VAL.VE is easy to use and lets you ' control and adju t the rate of feed for your pooi's variable requirements an chlorine demand. FEEDER 'fUBE prov(des controlled outlet flow of highly concentrated chl rinated water plus serves as an auto air �:��:.:�� ;,:.�__... relief to expel e trapped afr from the chlorine chamber. VERSATILITY f r new or existing pools. Select eith�r direct in-Iine or ff-line unit to make installation easy for your pool or spa system. ..- ..- � PUMP �PUMP � HEATER FILTER + ( RE7URN HEATEH FILTER ,� ��^"µ�� FROM ��'1niiNid1 FROM POOL TO POOL POOI. RETURN "� �, "� ,�„_ TO POOL - OUTLET �--INLET CL-100 and CL-200 IN-LINE CL•110 and CL 20 OFP-LINE FEEDER3 are(urnished with 1'/:" FEEbEFi5 Install ext to filter sys- FPT threaded inlet and outlet:For tem and work on stem pressure �� rigtd PVC piping InstaUatlons,l'h" differential. Conn s easily with � socket fluah union connectors are compression oou ings for new or availabie fo provide a profeesional exlating system. All necessary sie��NOLB installatlon that allows (or tuture Optional conneators and ubing are fur- Saddlo Clamp Assembly. 3e��, Union Connectors nished wifh each t er. For easy Installallon in system piping. w New economical automatic chlorine . ; r �� feeders sized to handle the sanitizfng needs of most residential pools.They have 4.2 ibs. capacity and feature an incremental dial controt valve for � :� accurate metering af feed rate. ��.::�. ��-'. ' �'�:'. . CAUTION:Hayward automatic chlorine feeders are deslgned to � -�a=�`�` � use only Trlchloro-S-Trlezinetrione tabfets(or sticka)-slow .'..;;,"��:r• . '�"''' dissoiving type.Consult your pool doaler tor complete informatlon. ��:��; • CL-110 �'•`':':'. : I� CL-100 `p� -�� . � �1�►��'�IV14►�i t� � .:y,, � . HAYWARD POOL PRODUCTS,INC. JI 900 Falmaunt Avenue,Elizt�belh,NJ 07207 �;� ' Cellfornle: Cenede: 8olglum: '�'�' �` Horvard Pooi Producl8,lik. Hayword Pool Producls Canod� Hay�vard S.A. 2875 Pomonp Baulevord 2900 Plymoulh Orive Zon�p do Jumol `� ! Pomona,CA 9176A Onkvalo,Onlara L6H SRa D80d0 Jumo1,8clpmm V1988 Hovwerd Printpd In U.S.A. , � _ p � , r,bi� • ' .. � � � • i � I . .. � '� PYO @SStOn ' �V' . ;Ar al Se rce�ndusf rr�s lnc. . � P�s urgh Testing L boratory Division� 'TFSTEO FOR; Cowr-Ponls, IttG , AT7'N: Keq'y�g�g� PftO.JECT: Pool Caver Salety 7ests 66 East 3338 South SaR Lake C�y� Utah A4115 DA'1'�; Auguat 19, 1993 UR REPORT NO» 700-30110-001 On Augast 16, 1993� Protessional S ic�lndustrtes was nt�ed by Cover-Aoo1s, 1nc, and ask��at PSt rev(ew ASTM Standard F 134�. { to see If tesb p rmed by PSI in May and June ot 198a meet the standard performance s ' n of ASTM F13a8 g1, 'me st�ndard was reviewed, and tests P��n'nec! by P3{ meet the rec{ulre ents of ASTM F134 -9t. The fopowfn is a re to Cover Pools, lne. are oP poo�Cov r Safety tests vvhtch eet the criterfa ogASTM F1�346-91e(formerty A5TM E513). On May 31, 1990� a �presepta6ye f Professlon�l Serv' Industries was at the Co Cover-Poois� lna tocated at•89 t 3335 3outh� 3alt Lake City, Utah &t1'!S, to�perforOm��ty requtrements tests on Cover-Popts, tn ,Sav�-T-Cavor II fety cayers, 'The safety tests perfanned �,yer� � in acco�iance with A►8'TM Eg 9g� �m en�y St�ndard Pe ormance Specf�rcaHan for Saf�ry Covers and • �Labeling Requirem�rrts for alf covers ior Swimming Pools� S,aas and Hot Tubs, A 16'x 32' pc�ot was bcated at,the Co rate Offices of Co er-Pools, ina The pool was equlpped with an under track Cover-Pool safety cav and top track(univ rsa1J�Cover-Pool safety caver. The tractdng systems wer�e connecteci ta a rectwood deck, with the con� •ang at hxo feet on center along the tength of the deck. The safety cover f�brle sed in the under c!c system had a phystcaf property ot 16.2 avsq. Yd. 'Y'he safety cover fabrlc us fi�the top track sy em had a physfcal property of i3.2 oz/sq. Y�• . 5TATIC LOAD T'EST Ths sbtic Ioad test was co�du ed on both Cover-Po 1 safety covers In aa:ordance with secdon 9.1 ot AS7M ES 13. e wetghts used we welghed tis�ng a calibrated scate which is trar,eabte to the Natlo a! Bureau af Standa s. The three wetghts used each had an anea ntone square foo� One weight weigh 81.Q Ibs., one 29C.1 lbs. and one 226.3 Ibs. The tot�l weight u far the stattc load ests was 487.4 lbs. Three points were tested for st�dc lo�d on e Cover-Pool safe cover. The locations of the three points are as�follows: • 4' from the end of the pool in th •center. 10' from the end of the poo! in e center and in the center of the pool. Both Cover-Poo► safety covers t the perferrrrance qvirements for the stat(c foad test as ouUined in AS7M ES 13 se nrr 7.1. ' 2955 South W6st Temple Streel • Sali 8 Ctty, UT 84115 . • 801/484-8827 • Fax 801/497•3312 ^ i , - _ _ . __ N.f�J[?2 . , , I • PERIMETER D�FLEC7'10 TEST � The pertmeter deflectbn est was conducted an bot� Caver-pool satety covers in accordanGe with section 9. of ASTM E8 y3, ith a 50 Ib, weight placed 4' from the edge of the pooi on top of � satety cover, the test ob�ect was ttnable to pass through any apenfng at thQ pertm ter a� the p� � � �eC_P�� j$�, covers met the performance requirements or!he perimet�r de ectlon test as outlinect in AST'M ES 13 secHon 7.2. SURFACE DRAINAGE TE 7 On June 12. 1990, the su ce drainage test w s conducted on a Cover-Pool safety cover whkh was lnstetled o a locaf �rhrate po . The tracking system was an under track system. The pool d nsfons were 14.17' ax.5'. The surface dralnage test was conducted In accardance AS'�M ES 19 sect an 9.3. Wafer was applied evenly at a rate of 11.7 gpm per 9000 sq, ft, A amall s�m pump, wfth dfschar�ge capacJty ot 20 gpm� was ptaced at ane en of the satety cove with the discharge hosc3 snaktng the (ength of the p�ol, on top of e s�fety cover, a d�scttarging at the opposite end irom the �ump, The water was a p((ed for 30 minut with the pump on and fn place. The water wa� then shut aff and e pump was aqow to run for an addittonal 30 minutes. Ths tesi mannequln (7immy was then placed u on the sa/ety cover. At the end of 3 minutes atter placing 77m upon the satety ver, an unsafs amount of watec as described in ASTM ES '13 s bn 8,3,'I dtd not e st. The Cover-Ponl safety cover met the safety requtrernents as o t(ined in AS'fM ES 3 sectton 7.3. All s�fety covers and equipment test d were stendard as provided by Cover-pools �nc, Safety covers were �nstalled acc;ording to Cover-Pd fs, 1nc. standard in tallation c�iterta. Inspector. Jerry Hatf Kaui.ri ,vn�aa a+�r m�.s�er�a wne.Yesra�. �� r►ar e�annaouc:o,iocceir N ru�.,N+aavr +MatTr� w rm.wc. � Reapea upy suMnflt�d, Proless wwl Servlai lndualrl�s, Inc. Jorry O.H�d tkpsi eM Manager � � - TOTAL P.02 . Au omatic sKimmers � . � AUTO-SKIM"" ERIES FOR IN-GROU D VINYL AND FIBERGLASS POOLS , � � SP1084 Auto-Skim"Series Skimmers for vinyl ; and fiberglass pools are large capacity pre- cision automatic skimming mechanisms for ; residential and commercial pools.Molded of .. ' mgged,non-corrosive ABS,iYs non-corrosive .,�„��s--_ , ' •` , �, . ...e.w,r„^', • • , { �R R ��.,r and non-canductive. ;! � • s.: �� •r :� , x • : � The SP1085 Auto-Skim Wide Track Series ' �. .�� 'r� � ��. � � M ,,+��` Skimmers are molded of durable,non-corrosive ;� . ,; �~! � ;; � . `. ABS.Awide15'/z'skimmerfaceopening � ;�:" ' � � , � :' �"; • �;� K, ' ' allows for maximum skimming action. '• ��- • , ' ��;� � r. � :, ' ��°- , ��•. d.,•,:::'-�3� � The Float Valve and Equalizer Kit provides << t.;�� ;;.,4� ,. maximum flexibility for your swimming pool `�" ��^�` � application.Commercial application needs can "� '� �� ` be met by adding the kit to any of Hayward's NSF� NSF� � SP1070 or SP1080 Series Skimmers. SP1084 uto-Skim SP1085 Wide Track Auto-Skim •: Applications •In-ground,vinyl,fiberglass,residential or � � � � ' ' ' ' � � CommefClal p001s All vinyl/ berglass pool skimmers are p ckaged with face plate,gaskets and screws. � Features Model Pipe Cover Throat Ctn. Ctn. Number Size Style Length Qty. Weight �Snap-in weir adjusts automatically to 4!�"variation SP7080 uto-Skim Serios Y in water level SP10841 1'/�"FIP Square 8 fi' 1 13 Ibs. •Optional extension collar allows 2 h"additional SP10841 1 h'FIP Round 8 fi' 1 13 Ibs. vertiCal height SP10841 M 1 %z"FIP Square 8'r4' 1 13 Ibs. •1!e'or 2'FIP threads for piping versatility SP1084 2'fIP Square 8'r4' 1 131bs. 'Skimmer ckage will also include extra long %screws. •Integral Flo-Control Slitle Plate •oM�esig acion denoces tnN wau rn,tslae mo m oo meca�wau pools. NOTE All P1080 Series skimmers are availabl with the float and equalizer kit to meet specific NSF commercial requirements. •Optional floaVby-pass valve provides a main-drain thru '' skimmer system plus an automatic safety by-pass for Auto-Sk m Wide Track Series low water conditions SP10851 M t'fi'fIP Square . 12'/a' 1 171bs. SP10852 1'r4'FIP Square 9'/<' 1 t61bs. SP10852 M 1'h"fIP Square 9'/+' t t61bs. •OM Oesig ation denotes thru wall outside m unt on metal wall pools. 'Skimmer ackage will also include extra long %screws. Auto-Sk m PT&Economy Series � o�,�,—, -------------------------- SP1097 1'fz'FIP Round 12'fi" 1 91bs. 6 Clip An Model Ctn. Ctn. Number Description Qty. Weight 's� , . • Access ries . : ;�; �� SP1084F Face Plate Cover "Snap On",for SP10B4 30 11 Ibs. Skimmers—whit ' � SP1085F Face Plate Cover "Snap On".(or SP1085 18 10 Ibs. Skimmers—whit SPtos4� SPt085tOM SP1078 Equalizer Valve f r SP7080 and SP1070 Series 25 4 Ibs. SP1082F Float Valve Asse bly.For SP1080 Series 24 30 Ibs. SP1080 EKIT float valve and e ualizer kit for SP10�0 Series skimmer 10 15 Ibs. �NSF lis?ed for co mercial applications') SP1082G Skimmer-to-Mai Drain Valve Assembly for SP1082, 24 18 Ibs. �� • ° ' SP1064 and SPt 75 Series SP1084P Extension Collar or SP1082,1083,1084 and 1085 Series 50 38 Ibs. ' •for com arcial applicaeions,add the kit to an SP1080 Sorios skimmer to make a commercial skunmer. e � SP1082FV SP1097 For replacement parts see pages 234-236. �� m I � ��C��011 V��5 a�_ ' � , � For concrete or vinyl/fiberglass pools, � , ; � i , Hayward U.L. listed suction outlets are available in a wide range of styles and Cover sizes to satisfy any installation require- Model Replacement Cover Open Pipe Size Ctn. Ctn. ment.Whether you install frame and Number Number" imension Area Side Outlet Bottom Plug Qty. Weight Suction utlets(Cancrete) grates,for residential or commercial SP1051AV AK2 WG1051AVPAK2" '/a"Dia. 7 in.' 1 '�"FIP 1 fi"FIP 6 35 Ibs. pools,or sump-type drains, Hayward SP1052AV AK2 WG1052AVPAK2" '/n"Dia. 7 in.° 2"FIP 1 fi'FIP 6 34 Ibs. Suction outlets Set the standard in SP1053AV AK2 WG1053AVPAK2� 3/4"Dia. 7 in' 1 '/"FIP 2"FIP 6 32 Ibs. quality and value. SP�054AV AK2 WG1054AVPAK2� 3/A"Dia. 7 in? 2"FIP 2"FIP 6 33 Ibs. Deluxe uction Outlets with ad ustable ptaster collar(Concrete) Hayward SP Series Suction Outlet SP1153AV AK2 WG1153AVPAK2" 3�a"Dia. 7 in? 1 'k�FIP 2"FIP 6 32 Ibs. Assemblies comply with provisions of the SP1154AV AK2 WG1154AVPAK2» 3/4"Dia. 7 in.' 2"FIP 2"FIP 6 32 Ibs. ASME/ANSI A112.19.8M-1987 standard. Frames nd Grates(Concrete) SP1030AV PAK2 WG1030AVtPAK2" '�"Dia. 7 in? — — 24 46 Ibs. Hayward WG Series Suction Outlet SP1032PA WG1032PAK2" 2"x 12" 68 in.' — — 8 47 Ibs. Assemblies comply with provisions of SP1033PA 2 WG1033PAK2" S"x 18" 168 in.' — — 4 28 Ibs. the ASMEJANSI A112.19.8M-1987,2007 tAvailable i gray and black.Add 6R to m del#for gray or BLK for black. Suction utlets(Vinyl/Fibergla )(Includes gaskets and screwsl standards, SP1048AV AK2 SP1048AVPAK2" 3/n"Dia. 7 in.7 1 'fi'FIP 1 'fi"FIP 6 37 Ibs. SP1049AV AK2 SP1049AVPAK2" 3/a"Dia. 7 in.' 2"FIP 1 'fi"FIP 6 36 Ibs. tNOTE:'Be inning 1st�tc 2008,all suctio outlets,except SP1032PAK2 antl SP1033PAK2,will include new . ��. L'•,WARN 1 N G covers.The replacement numbers are indi ated above. � Read and follow all instructions. Model Ctn. Ctn. Failure to follow instructions can Number Description Qty. Weight r "�� cause severe in u and/or death. � � ry Accesso ies •A minimum of two functioning suction outlets per SP1048RK T* Suction Outlet ccessory Kit 10 8 Ibs. pump must be installed.Suction outlets in the same WG1051X Ad'ustable Pla ter Collar(1'�for concrete Suction Outlets 12 4�bs. plane(i.e.floor or walll,must be installed a minimum 1 of three feet(3')[1 meter�apart,as measured from �NGX1048 BLK Suction Outlet over only–black 10 5 Ibs. pipe center to pipe center, SP1048AV Suction Outlet umpec Fits Hayward AV drains to keep 10 3 Ibs. � •Dual suction fittings shall be placed in such locations automatic sucti n cleaners off drain cover and distances to avoid"dual blockage"by a user. WG1048E Suction Outlet over for Wall Installations(72 gpm) 10 5 Ibs. — •Dual suction fittings shall not be located on seating 'for use wi h SP1051AV,SP1052AV,SP10 3AV,SP1054AV,SP1153AV,SPt 154AV. areas or on the backrest for such seating areas. Relief V Ive and Suction Outlet Collector Tube •The maximum system flow rate shall not exceed the SP1056 1 'k" MIP Hydrostati Relief Valve,Spring-Loaded 25 6 Ibs. flow rating of any listed(per ASME/ANSI A112.19.8M- SP1056T – Installation an Removal Too�for SP1056,1057 20 36 Ibs. 1987)suction outlet cover installed. SP1055 1 'k"/2" FIP Collector(P bble)Tube,12'long-slotted 25 9 Ibs. •Never use Pool or Spa if any suction outlet component is damaged,broken,cracked,missing,or not securely attached. •Replace damaged,broken,cracketl,missing,or not securely attached suction outlet components --- -------------- ---------------�------------------ immediately. ciip n • In addition,two or more suction outlets per pump instafletl in accordance with latest APSP,IAF Standards � antl CPSC guidelines,follow all National,State,and v�„��m�. _ Local codes applicable. �... � NOTE: See"6uidelines for Addressing � �L '.��/i Entrapment Hazards with Pools and Spas;' U.S.Consumer P�oduct Safery Commission, P1153AV SP1051AV we�oaa Publication#363-009081,1301�504-0400 or wuvw.cpsc.gov/cpscpub/pubs/363.pdf. f For replacement parts see pages 237. �YW�� I � - - _ Und rwater lighting a�. • COLORLOGIC�2.5 LED POOL AND SPA LIGHTS Forget about(ighting as you know it. ColorLogic's patented Chromacore� technology combined with a micro- processor and the most advanced LED's in the industry to deliver high intensity and an unmatched selection of colors. ColorLogic is the most energy efficient colored lighting technology available in , ti �. ,4�N;�� the industry. Sychronicity of multiple lights is a breeze ,.�^:' as the microprocessor is identical in all ti.`-�� i� y �T� J ColorLogic pool and spa lights. Hayward leads the industry in offering the latest in LED lighting technology � providing the widest spectrum of color Ch01CBS,plus unmatched performance SP0523LED50 with plastic faceplete SP0523SLED50 with stainless steel faceplate through these features: Features i i � � I ' i � � � � � • • 12 preset programs—5 fixed colors and 7 color- changing shows Plastic Stainless Steel Cord Ctn. Ctn. •Sealed unit requires no maintenance Face Rim Face Rim Voltage Length Qty. Weight •Ability to synchronize 2 or more lights far pool low Voltag and/or spa SP0524LE05 SP0524SLED50 12 Volt 50 ft. 1 13 Ibs. SP0524LE01 0 SP0524SLED100 12 Volt 100 ft. 1 19 Ibs. •No moving parts • •Offers the industry's only integrated feature of ��ne Voltag 15 seconds of white light at start-up SP0525LED3 SP0525SLED30 120 Volt 30 ft. 1 9 Ibs. SP0525LED5 SP0525SLED50 120 Volt 50 ft. 1 11 Ibs. •Longer life than halogen,metal halide,or SP0525LED1 0 SP0525SLE0100 120 Volt 100 ft. 1 15�/2 Ibs. incandescent bulbs •Patterned thermoplastic or stainless steel face rims available •U.L.listed for fresh water � � � � I � ' � ' � � � • 12 volt and 120 volts available Plastic Stainless Steel Cortl Ctn. Ctn. Face Rim Face Rim Voltage Length Qty. Weight Low Volta e - SP0532LED5 SP0532SLED50 12 50 1 8�/2 Ibs. ------------------------------- SP0532LEbt 0 SP0532SLED100 12 100 1 131bs. - � ClipArt SP0533LE03 SP0533SLED30 120 30 1 S�/2 Ibs. SP0533LED5 SP0533SLED50 120 50 1 10�h Ibs. �1"1a"''•'•., ' SP0533LED1 0 SP0533SLED100 120 100 1 15 Ibs. ;:��, ��` 'i :. � a�•,��,�:; �� See Nich Chart on page 76 � �;^ Special Nate: ayward does not recanmend Ihe inst Ilation of these 12 VWt lights wiUi cable lenglh ahove 50'(+�Itage ava�Ia�le co the light is dimini hed to a levet that significantty reduc s light output�.Hayo+ard does not recommend the installation of 120Volt lights with cable length above 150'.Fa 12 Volt lights requirin langer than 50'cable or 120 Volt lights requiring longer lhan 150'cable, � Patterned Thermo Plastic Stainless Steel Face Rim Hayward recom nds using our JunCtion Box Sf'0680 f r 3/A'conduit or SP�81 for 1'conduit,and a liglit with cable length needed Face Rim from the lighting ixture to Uie Junction Box.Ughts with cords up to 2O0'are UL listed. For replacement parts see pages 230-231. �� I. � � �� DATE TIME CITY OF ORONO �J-�cALLED IN � INSPECTION NOTI E s(��' SCHEDULED , PERMIT NO. � COMPLETED ADDRESS C7 �' -�-� � - ,i�t�' �� l� OWNER TELEPHONE NO. ' -� Q�l�9' CONTRACTOR � DE CRIPTION �� t� OTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE ❑ PTIC INSTALL 2 OWNERlCONTRACTOR TO MEET YES_NO / / �' y COMMENTS: �� a� W C � � O >. � O � W � Q � W � W � J d W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE � ❑ RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN INSPECTOR WFLL REfURN ❑CITATION ISSUED ❑STOPORDER POSTED.CALLINSPECTOR O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 urs in advan � 249-46�0 OwnerlCorttractor on site: Inspector. White Copyllnspector's File Canary CopylSfte Notice 3 � NW CORNER OF SE 1Vd. , O�� ^� � SS T�oN26-,,A-z3 BOUNDARY SURVEY AND TOPOGRAPHIC DE TAIL FOR �� Q� �� N�� sbs��o� JOHN BOWLSBY �v ��'� Ngz � � IN GOV'T LOT 2, SEC. 26-118-23 �X �j�0 oA � w o� N F— =W �' � ss°�so, � HENNEPIN COUNTY, MINNESOTA �t� ,,p� �� t�' `��-�� ARq�F�� °' ��, a�g Q �F? \ �-cn��. c�i �ti� � M s �ik t� \�V-O� � �c) V�(� a ;/ S�A6 � rh3t Far.,.�cvem L�.1 Se t 2,.ow..�i c.�.E.�ang 2'.-y�mg soi.the�iy c�Oie. (F) . (D' � �. 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