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Permit Pool 372 5th St 2012 SA l'- ,t�l, f ry itlw et ' t CITY OF ATLANTIC BEACH 0 800 SEMINOLE ROAD J : ' w ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 "! Oil .W> Application Number . . . . . 12- 00000366 Date 5/18/12 Property Address 372 5TH ST Application type description SWIMMING POOL /SPA Property Zoning TO BE UPDATED Application valuation . . . 21320 Application desc IN GROUND POOL Owner Contractor SCOTT BRIAN AND KAY FLORIDA BONDED POOLS 2078 BEACH AVE 8608 BEACH BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 641 -5265 Permit SWIMMING POOL Additional desc . Permit Fee . . . 160.00 Plan Check Fee . . 80.00 Issue Date . . . Valuation . . . . 21320 Expiration Date . 11/14/12 Special Notes and Comments 2010 FLORIDA BUILDING CODE, 2008 NATIONA1 ELECTRIC CODE REQUIRED INSPECTIONS: *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) SWIMMING POOL SAFETY INSPECTION REQUIRED Full right -of -way restoration, including sod, is required. Full right -of -way restoration, including sod, is required. Other Fees STATE DCA SURCHARGE 2.40 STATE DBPR SURCHARGE 2.40 Fee summary Charged Paid Credited Due Permit Fee Total 160.00 160.00 .00 .00 Plan Check Total 80.00 80.00 .00 .00 Other Fee Total 4.80 4.80 .00 .00 Grand Total 244.80 244.80 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ,, BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 Job Address: 37 2 5 114 ST F — Permit Number: /? — .?>Sg Legal Description 6 - ( i 9 / .-2S - 2 1 6 , f 7 A?Z.'W77 . elotelf Parcel # /t/0 Valuation of Work $ 2 320 Prop Proposed W h e to o �t p Work heated /cooled non- heated /cooled Class of Work (circle one): New Addition Alteration Repair Move Demolitio pools "a ■• '' . ., 1 ogr� Use of existing/pro osed structure(s) (circle one): Commercial 4esidentia� E I �- If an existing structure, is a fire sprinkler system installed? (Circle one): Y es _No N /A Florida Product Approval # MAR 3 1 2012 For multiple products use product approval form Describe in detail the type of work to be performed: 1 1 F # ` ■ 1 Property Owner Information: Name: � 2 t MEiklC -i-r . Address: EOM 8 /Me•et -CO . IS U-1 City JAG(cCag VILC_E StateR Zip •2254) Phone 904- 3(4 - soca) E -Mail or Fax # (Optional) Contractor Information: Company Name: FI.URI f]�1 O!J b f OCS Qualifying Agent: __SEFRZ.p7 aotkeicgoed Address: StoOS f3EAC.44 BLVD City JAGIrSOM.Vt State FL Zip SZZ Office Phone 10¢ - G4/ • SZ6 S Job alt - 4/ -SZ ,4- State Certification/Registration # LPG DS _1: - ;Da', a _ i 0 1 • s $ • • - Architect Name & Phone # �" ' ,. Engineer's Name & Phone # A " Fee Simple Title Holder Name and Address '" •4 ' • • '�� AL, 1 11.: U1 �', { Bonding Company Name and Address REQUIREMENTS AND CONDI [ iONS. t: : 6 Mortgage Lender Name and Address Rp / Application is hereby made to obtain a permit to do the wor an, insta a ions as t , - . ^i at i on has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction -- - risdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for aperiod of six (6) months at any time after is commenced. 1 understand that separate permits must be secured for ElectricalWork, Plumbing, Signs, Wells, Pools, Furnaces, Bo Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that 1 have read and examined this a placation and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whe er specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal, state, o i • al law regulating construction or the performance of construction. wit V ,„ S .4 ignature of Owne . Signature of Contractor . p ^i Print Name �jj rc-47- 4 V ca ; —T Print Name V ■i P . -j , i t Sworn to a d su • sc fit 1 e. me, State of Florida Swo r t bs Or : },e this h1 1 . R , Ma . -. 2" this ;41 -. . . NV + to of Fl 44101310 : 1 , ilf ! Commission EE032647 �* . ' .! mission EE032547 v��r ves 12/18/2014 \ ii:, ,►w�I `1 1 , xpires 12/16/2014 Notary Public `_ 444 - otar Pu t IV • \4f•,.1"."Ir ∎1, 1r V. II .., Revised 01.26,10 otAi -,. City of Atlantic Beach APPLICATION NUMBER 3 ,* Building Department a (To be assigned by the Building Department.) t .0 800 Seminole Road 1 APR 0 2 2012 AIM Atlantic Beach, Florida 32233 -5445 1 2 Phone (904) 247 -5826 • Fax (904) 47-5$4 n • E -mail: building - dept @coab.us Date routed: J /Z- City web -site: htt : / /www. tY p coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: SYC41 Department review re. uired Yes No Applicant: n'J�Y ,f� I�l�c� /3 Funding _ z _ ������ P _ g '_ Project: Poe • lic Wo I••∎ ri ur Fire Services _ - TT y y Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ElApproved. genied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: ( /) 2 4/- - TREE ADMIN. Second Review: Approved as revised. ❑Denied. (PUBLIC WORKS) Comments: J N \ iCoM C�t ■�b 1 I.� \ VJCA5oi\ Sa 0 5e 3090 5 I� cavucxy PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: _ Date: I FIRE SERVICES Third Review: EjApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 01A? -, City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 4 ;0 800 Seminole Road � w , r Atlantic Beach, Florida 32233 -5445 ; '�2 • lG� Phone (904) 247 -5826 • Fax (904) 247 -5845 ii E -mail: building- dept @coab.us Date routed: rS/ / City web -site: http: //www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: c> / L- De • artment review required Yes No / J Woe, : uilding Applicant: ,ti' !l' C1/CI✓ ,,1�YJCY� / 3 - ning & Zonm _:_• Intstra or Project: / p j • Iic Wo '�• afety Fire Services , t , a �z gym. _ ‘, Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ]Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date TREE A MIN. S - cond Review: A roved as revised. ❑ pp ❑Denied. P O* • Co, ments: OPP i UTILITIES • P1 : ETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 LA4 City of Atlantic Beach APPLICATION NUMBER t Building Department To be assigned by the Building Department.) 800 Seminole Road L , ,/ 1 _ j66, r Atlantic Beach, Florida 32233 -5445 �` (G Phone (904) 247 -5826 • Fax (904) 247 -5845 v� jt E -mail: building- dept©coab.us Date routed: a/ City web -site: http: //www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: / 2— cc f De • artment review required Yes No fi t? � , � ,fJ J Applicant: /'& Gil -1 mcY IS Pee " - nning & Zonin• 11 • a or Project: - Poe (�- - • Iic woo • 1 ii • c afety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APP CATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: ' Date:4 TREE ADMIN. � Second Review: ['Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 07/27/10 e City of Atlantic Beach APPLICATION NUMBER ti Building Department (To be assigned by the Building Department.) ' 0 800 Seminole Road e` �r _ .�/ /„ Atlantic Beach, Florida 32233 -5445 �w �G' Phone (904) 247 -5826 • Fax (904) 247 -5845 ` r: jt r E -mail: building- dept @coab.us Date routed: City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Z-- � �� De • artment review required Yeas/ No _ : uilding i/ Applicant: fine/ d J_-' j oaf I �d /3 ning & Zoni1 razor Project: — Poe d L • lic Woriy'� • 1 iiie • c afety Fire Services .?.a,�.kwaN� tw.. P •� , t�s�.A? a ,.;x;�..Psux 'r . , ..r, ,..t«._.. .. Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [E pproved. ['Denied. (Circle one.) Comments: BUILDIN �.. PLANNING & ZONING Reviewed by: JV Date:ft y /' / 2 TREE ADMIN. Second Review: []Approved as revised. ❑ enied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 BP250U01 CITY OF ATLANTIC BEACH 5/16/12 Application Tracking Step Selection by Revision 13:43:47 Application number . . . : 12 00000366 Address : 372 5TH ST RE number : 169849 -0050- - Application type : SWIMMING POOL /SPA NCR OLD ACCOUNT NUMBERS . : Tenant name, number . . . Type options, press Enter. 2= Change 4= Delete 5 =View 6 =Fast log 8= Action log maintenance 9 =In /out maint Path - - -- Key Dates - -- - Action Summary Opt Agency description Rev Step Req In Est Cmpl Last Type By _ BUILDING DEPT. A 01 Y 04/02/12 04/19/12 04/02/12 AP MJ _ PLANNING & ZONING A 01 Y 03/30/12 04/02/12 05/09/12 AP DW _ PUBLIC UTILITIES A 01 Y 04/02/12 04/19/12 04/02/12 AP LS PUBLIC WORKS A 01 Y 04/03/12 04/19/12 05/14/12 AP LS Bottom F3 =Exit F5 =Land inquiry F6 =Add F7= Revisions F8 =Misc info inquiry F9= Corrections report F1O =View 3 F11 =Sort by agency F24 =More keys ANSI /APSP -7 2006 Specifies three methods for determining the maximum system flow rate. Scott The following simplified TDH calculation si one of these methods specified. Simplified Total Dynamic Head (TDH) Calculation Worksheet Determine Maximum System Flow Rate: Minimum Flow Rate Required: 35 GPM Per Skimmer (Required: 1 skimmer per 800 sf of surf. Area) 1. Calculate Pool Volume: 296 X 4.75 X 7.48 (gal. /cubic foot) = 10516.88 (Surf. Area) (Avg. Depth) (Vol in gal.) 2. Determine preferred Tumover Timein hours: 4.86 60 (min./hr.) = 291.6 (Hours) (Turnover in Min.) 3. Determine Max Flow Rate: 10516.88 1 291.6 = 36 + 108 = 144 (Vol in gal.) (Turnover in Mins.) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) 4. Spa Jets: X 0 gpm per jet = 0 flow rate. (# of Jets) (Jet Flow) (Total Jet Flow Rate) (For single pump pool /spa combo, use higher No. 3 or No. 4 in the following calculations for the pool & spa) Determine Pipe Sizes: Branch Piping to be 4 inch to keep velocity © 6 fps max. at 144 gpm Maximum System Flow Rate. Trunk Piping to be 3 inch to keep velocity @ 8 fps max. at 144 gpm Maximum System Flow Rate. Retum Piping to be 2.5 inch to keep velocity © 10 fps max. at 144 gpm Maximum System Flow Rate. Determine Simplified TDH: 1. Distance from pool to pump in feet: 50 2. Friction loss (in suction pipe) in 3 inch pipe per 1ft. @ 144 gpm = 0.07 (from pipe flow/friction loss chart) 3. Friction loss (in return pipe) in 2.5 inch pipe per 1ft. @ 144 gpm = 0.13 (from pipe flow/friction loss chart) 4 50 X 0.07 = 3.5 (Length of Suct. Pipe) (Ft of head/1ft of pipe.) (TDH Suct. Pipe) 5 50 X 0.13 = 6.5 (Length of Pressure Pipe) (Ft of headllft of pipe.) (TDH Retum Pipe) TDH in piping: 10 Filter loss in TDH (from filter data sheet): 19 Heater loss in TDH (from heater data sheet): 0 Total all other loss: 17 (Total all other loss includes but is not limited to...Waterfalls, 90's, 45's, valves, eyeballs, etc... Total Dynamic Head (TDH): 46 Selected Pump and Main Drain Cover: Pump selection lIntelliPro (P6E6Y4H -209L) (using pump curve for TDH & System Flow Rate (Pump model and size in Horsepower) Main Drain Cover 'Pentair StarGuard (500110} (System Flow Rate must not exceed approved cover flow rates) (Make and Model) Notes: Minimum system flow based on min. flow per skimmer of 35 gpm. Determine the Number and Type of Required In -Floor Suction Outlets: Check all that apply. X Qo oQ 21 8" 1Suction outlets © 1 144 1gpm max. flow (see note 2). pp 0 1 (Suction outlets @ 1 1gpm max. flow (see note 3). lommo..O 1 (Channel Drain 1 1gpm w/ 1 1ports (see note 4). 11,„ ,, FILE coryj ti, .........,........,,,..,........."._„J " • . ' • _ ______----- --- ----- --- --- ---.-__ D Optiom I Tofal. Head In Feel Conversion Chart For eoch pump Inches Mercury (Vacuum Gauge) 1 0_1 _z_i 4_1 6 6 1 10 I 1 2 1 14_4 16 1 1E r - Chec f one. o 1 on 1 2-3 _L..5 1 6.8_ 9.0 11-3 116 1 1 I '.;'Iiii rrtH1 Dynornic H0 i _1 __i 2-3 . 168 1 '3 1 11.4 13.6 15 1 C,i, STDH Worksheet - El; 1 -- - I - '' I ___2_ _I 4 6_6.? 9.1 1 11.4 13.7 E:: Tofol Dynamic eld (TD111 __3 - _11679 9.2 11 -- . - 37 i 16.0 18-2 20-5 22_8 OJ 27.3 _ 4 _ 9.2 _,.._ _ 1-1 7378 183 20-5 r.. z5.1 27_3 6 6 Corr.i.Icte Program or other calcs. Fill in ( __ _-- 11-5 1.38 16.1 - 8_3 / D1W11 - 1. 1 on worksheet & coach calculations. _i _1 13.9 16.1 18.47-i 723 27.4 719.7 31.9 142 __ _ 116.2 18.4 20.7 1 23-0 25.2 - 2 7 7.5 1 29.7 32-0 34-3 36-5 fV MoYimurn Flow Capicitv T3 - 1 - 1&5 20.7 2101 25.3 27.5 1 2911 1 32.0 34=3 36.6 36.8 1. of the new or replacement pump. 9 : 20_8 1 23.1 253 27.6 29.8 32.1 11331E311 38.9 41.1 10 1 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38-9 41.2 43.4 111 n.4 L 27•7 29.9 32.2 345 36.7 39.0 412 43.5 45.8 .----- 12 21.7 I 310 322 343 Eg , 39.0 IMENEMI 45.3 48 6 XII tr 13 30.0 32-3 En 36-8 41.3 43 El min 51.4 Notes ____ c , 14 32.3 34.6 1 36.9 39.1 i 41.4 1 43.6 =warn MI 52.7 • CD 15 3+6 1E23 391 a variable speed pump is used, 1. 11:1__KWINIEEllIpplIMEN a° If use the max. 16 37 tp_ .0 39.2 41.5 s2s./ 46.0 48-3 -.Komi 524 .0 572 e. 17 393 41.5 43.8 1 44.1 48-3 50.6 lerilleallatual pump flow in ualculations. . z; 18 1 41.6 43.6 46.1 46.4 50.6 52..9 55.1 IIMMIEumo 1 2. For side wall drains, use appropriate side wall drain rl.. 1 1123111171 40 517 52-9 lEalimm1120111121113101. flow as published r. ure by manufacturer. • ... - ... . -. • _ - 20 . 46.2 48 - 5 ' 50 534 . 1..2 575 .59.8 624 Mins . . .. . , . . ... . . .,. . . ( :21 ' 45.5 Ws-- 53.0 59.5 62.1 MEDICI. . • 3.. Insert manufacturer 's% name , bnd" aproved . inoximu - m . - -2- . - ..' --.. 12 . . 518- 511. CM 5711; : .57- ' f ' MICIMUIMINCENER • - • - fl w - • • - • . . . ., "....: ......... 24 .. ' • 55.4 : 57.7 %e0-0Y' 62./; IMIRIMMU: 69-0 Eflelliagian 4 Se tion: instructions for number of ports to ". ' '-• . - • I '''''...* / 25. . 5211 '-67-3. EME ‘-. 654 1 ". ell NE/Sna3111123111231 .. -. • . _ ...." .1 r ';'..-'' 24 ''' ' ' '. .71 MIND' '75:1 '514 -- : . •:-be used. ' • - , - '• . : .624 - . 553'. '69.2-1.1031-:73.7: 30311Ealliallion ' ICEMIUMBRII . 50-5 62.6 1.5.0 5: In-Floor suction outlet cover/grate must confon to . 28 ' 64.7 E 76.0 782 29 67.0 LEI 73.5 76.0 73 603 lam 85.1 67.3 most recent edition of ASME/A.NSI Al 12.19.8 and be 30 69..3 KEN 734 1E11 nu 3.5 W9 1111X111.111 _ embossed with that edition approval. _It n111115311 AL< 80 VA 852 117011(36.111MI 32 _ WI 75.4 80.7 810 65.2 673 59.7 92,0 111191 6. Pump, Filter • Heater make and model cannot - 3.3 76.2 ism 60.7 &ID 55.3 673 MIA 92.0 94..3 11123 I changed, and equipment location cannot be moved 34 78.5 80.8 63.1 6.5-3 EXECEREZINCMICIJUM 35 1 80-9 laa 6 96.7 I closer to pool without submitting a revised plan and l 614 7.$ 69.9 92-2 94.4 953 101,2 TDH calculation worksheet for approval. NOTE: Fla) TDH !kg TO OR I . • . . ?PM RE' CALCULATED Tpa • • Flow and Friction Low Per Foot . . . .. Schedule 40 PVC Pipe . • . : . Velo* - Feet Par Sexad . F Sze! 6 • 8.. 10 • Drown By: A R PATTON ec Speciafaing in - 1- is •• 0.14* KIMI 0.23' 25 i. 15 1 ox AssOCdes Ind. Residential and Commercial 1 ' 37 stpm 1 0.08 50 .;• ' a14' 62 - 0.21* (407) 977-1892 Pools, Fountains and reatur r 2 - 1 = 7.... ; ' 0.06' 62 QOM 0.10' 10 ••• Om' 1 2.8" es gpm 0.05 117 Qom 0.09' 1 14i gpm 0.13' ' 3- 136 wet 004' 181 .. 0.07 227 .• 0.10' 4 - 234.. 0.03' 313 ... 0.05' 392.. 0.07' r 534 '' 1 0-02. 1151Eft 1 :L 3 11111111.1111111 . . . . This form is the property of Gordon H. Shepardson, PE and may only be used in conjunction with My Residential Sylimming Pod Specification Drawings or by others with rny written perniission. 4.■.,, • - . • Swimming Pool Specification For: Dole Date Contractors SI. natur , 'um.. 4b Controc rs Footed Name cc) c 0 G 63 Contractors Cert. No. ?Cpq 1- 6q t - 5" t ilehoe o. GORDON H. SHEPARDSON, P.E. FL. PE 1 19333 672 N. Semoran Blvd., Ste 203 Orlando, FL 32807 Office: (407) 275-1099 c..t.ciors epn Fax: (407) 275-1015 Aivi 1.--V Scale: None • Rev 0 - 2/16/09 • .•;4 Hu Ty i' , Rte. ., 7 i �L ln Pgt (' i ° a r 14;;.'"" 'V 14;1"7 1 Y Z +r' y 7 r � r • �J'�,vq !. • A �l Vi a) � ' ; f t . '� £ 5 y r - w' r 5.: Y •C;o t .3:p! ^".A * a c• 1/.1- . 'ti ',p,n yr , ', j "1 , ./ �7a rZ i t1 ' -""1." 7 > s J •S+^..5 � i+ ��v, . R q } t �r ►�G -� §� ; . Qe ' ' -r� v � , y F ly'. -.«r Y .Sir. i E + . � ti i* . 'e�i�� ?i � 971f � � ,iad R t . 3w 4S e 7 �:•; i . - f s � � . ,• 2` : ,ifY.,,, i_ s { 0".G - Y ".". �i fi' 4 ,o'tl t =.7f 1 si r � � � 4 t 4 � I � i t +d l � a 1 7 c 1 /i �i o � �.�t� • ��7�,�..r"s A .k� �y� -Y �i ,r r II '' ,�- ,- ' .;•�y1, � �y y ,x. � - dt,! � f �k n 3;syr+t F .L rfiW.F � 1 Y t y ` ? � v a r- '° �,p{� M7pT � t'�s.. �. , ..� + ��'Il,%+1 r y` Le kY 4 ;.SS.S � .'�,y � •� t ' . .1 ,. _ +J Y t -< 4 1..�. 4_i'.t.__. W "fry 'tr L W y ,` i '3 f 'N W � �.,y b' l ....v N ° �- ' 1 " ...' � y ✓ r Ke1't , r ta+, ;, , - . �' :�F�. .B , ; .,. r•S r: �.. , ' .i. '" � yc- n � °..- -i-- " a f y ? �. d •r• , 4.7%,-. 1 -,z..7'- , ::4$ t � A'K°�'7c�nnL7Lw'riy4 ��� : ` L . �` YJ y v J ,(, r.. rl... •. a• nX. :' +'u�,+'f..lL"'{'•':"- .'~,'.Sw 4.'"' tty.. 1p,. 7i.�tY�idT,��ftf',�,,.�,'Pt'!': N,y FEET OF HEAD PER 100 FEET OF PIPE, SCHED, 40 PVC 7 `� * € , ;, c F .! f f~t Flow Velocity Friction Loss ; R ow F.; "' (Gals. per Minute) (Ft. per Second) (Ft. per 100 Ft. Velocity Friction Loss fi ° ? 1 - / - _ - -__ _ - -_ -.) _- - (Gals. per Minute) (Ft. per Second) (FL per 100 Ft.) 1 2" PIPE - -- , 4 1.50 _ - - -- !,^A^a - _63 ..- .---- - - - - -- 2 8 __ . - r F .'';:4;-.- -- - -- - -- - -- 5 . 79 .225 - - ._._ 4.41 4.70 6 .79 - -- 3 4.73 -- - ts_q . .300 5.85 -- ,., ti 7 1.10 - .400 _- .- _------- - - -- -- 5.04 5.85 ` rke) -Y_. -- 520 36 534 5.36 6.40 8 1 . �' <4 9 1.42 __ .67 7.00 `1 10 1.58 _- .630 38 _ 5.99 7.85 -.%Yl ____ __-- .770 40 z 12 1.89 6.30 8.50 i,..: �� - - - - - -- 1.07 42 ;rte - 14 2.21 1.39 44 - 6.62 9.20 ,.i7t 16 6.93 ;a 2 - - 1.76 -- - - -_. -- 9.80 :J ° 18 2.84 7.25 10.06 - r . : , r 2.1 1 48 7.57 - � � 3 1 0.15 ;vim; k 20 2 7 . 8 8 ,= - + 2 2 50 -- ; 3.47 2.98 - -- 10.24 r,,x - - - - 55 8.67 - 3.78 3.60 - -- _--_ -- 1 0.45 26 4.10 60 9.46 10.69 -- 4.20 __ 2" PIPE 7 .67 -04, 8 .77 .15 35 3.35 2.20 9 .86 - - .19 - 40 .._ 3.82 2.86 CO 1 0 .96 .23 - - 5 0 _ 4.30 3.40 12 .96 .34 4.78 4.30 - 14 1.34 _ .44 55 5.26 5.00 - ti 60 i, -- 16 1.53 56 65 5.74 - 5.80 18 1.72 _ .68 70 6.21 0 20 1.91 .83 --- ----_- 6.69 7.50 22 2.10 _ .98 75 7.17 8 -- -- -- 60 ._.- 24 2 29 1.15 80 7.65 9.55 � 26 2.49 1.33 85 • 8.13 10.7 .33 90 8.61 11.8 28 2.68 1.56 __ - .2 - 30 2.87 00 _ 9.08 13.2 1.74 9.56 14.4 EQUIVALENT LENGTH OF STRAIGHT PIPE (FEET) Size 1/2" _ 3/4" 1„ 1-1/4" 1 - 1/2" 2" 3 „ Gate Valve (Full Open) 0.6 0 4 " 0.9 1.2 1.3 1.6 2.0 27 Elbow, 90° 3.6 4.5 5.3 6.7 7.5 8.6 . 11.1 - Elbow, 45° 0.7 0.9 1.4 1.8 13.1 Tee (Straight Thru) L i + 1.8 2.5 3.3 4.7 5.7 2.8 5.6 7.8 122.. 1 17.1 Tee (Thru Side) 6 co.„ c) 4.3 _ 5.4 6.7 8.8 10.0 12.1 17.1 21.2 Swing Check Valve 8.1 8.9 11.2 13.1 15.2 19.1 27.1 38.2 The fr Toss in a Great American Waterfall C from 12" to 60" is the equivalent of a branch Tee • i- 8TA -pITE' * I fi l u -- °�"+ wwmwt�r - k • Ability to program exact pump speeds for specific - I rs - , : '' i y t i, • operations- filtering. heating, cleaning. spa jets, . E kv irk rte- +a t � ' w.,, water features and more -- slashes energy costs , , „;0� w ■ 6 . . e k,. t " s up to 90% • • SVRS model complies with Virginia Graeme Baker r, apw/ 4 Safety Act " � 3x , ,, '/ ',, ' : .0, ,,,,, ty • Built -in diagnostics protect the IntelliPro pump s +" from the most common causes of premature . ' ,' IntelliPro VS -3050 Sta -Rite IntelliPro VS +SVRS failure - overheating, freezing, and voltage High Performance Pump irregularities (SVRS model includes priming Variable Speed Pump L protection as well) g Protected by U.S. Patent No., 7,572,108, 7,612,510, 7,686,587, • No SVRS calibrations needed. Built - SVRS 1t„' 7,704.051, 7,751,159, D568,340, D606,562 and Patent Pending and F ib all corresponging foreign counterparts / cannot be turned off �t0 IntelliPro VS +SVRS only - Protected by U.S. Patent No., D567,189, •Safety lock - out feature (password protected) on i D611.430, D618,1< 182 and Patent Pending and all comes ondin I 'a *t atki g P g SVRS model prevents pump speed settings from ,�f, foreign counterparts.4 L 7 being changed by unauthorized personnel � , , Etc° y , Select ' Ability to set minimum and maximum speeds on I to IntelliPro Variable Speed pumps combine variable °' SVRS model so IntelliPro will only operate within � t` drive technology, onboard digital intelligence, and ”' * water the ranges set to help assure safe operation and long life permanent magnet motors (used in hybrid cars) cF • Compatible with IntelliTouch`°', Eas Touch and to reduce pump - related energy costs by up to Easy Touch', 90 %. The new IntelliPro VS +SVRS model is the first SunTouch" pool control system swimming pool pump to feature a built -in Safety • NSF Certified, UL and ETL Listed as an ASME A� Vacuum Release System that detects drain blockage A112.19.17.2002 Device a „! and automatically shuts the pump off. r .I I . P6E6Y4H 209L IntelliPro VS 3050 230 16 3 2 3 1 32 3.95 UL , NSF -, C,A < 2 in x 2 In. 47 '�y .;:t. f# yL ,ic NF J f'6E6XS4H -209L IntelliPro VS +SVRS 230 16 3.2 3 1.32 3.95 UL', N ASME SF' CSA', 2 in x 2 in, 47 3 (20641 IntelliCom 4 - Rated 15 - 240 VAC 15 -100 VDC With 4 Inputs 8 ', , 1 109 IntelliCom 2 - Rated 9 - 24 VDC with 4 Inputs zt 3S 122 Communication Cable - 50 ft. - Included with Intellipro VS 3050 and IntelliPro VS + SVRS 2 n 3502502 SVRS KIT — Allows use of discharge checks with SVRS pump $ .-,,T01, t I 1 . w 1. "'data• <hat pump signifying bears a specific UL marls si � ay�m Si U' �� g y g evaluau0n to US. 'ASME' indicates that. pump bears a specific nrui<,ly,nifyino evaluation co '. 81 for Permanently Connected ASME "ANSI Scnulam d A 112.15.17.200'2 Manutacu❑cd -„ s �. t° Sw °'? 5,- utd Spa Pumps and to Canadian Standards CAN/CS/1. C2 1 ' System (SVRS). S fety Vacuum [Celle( ,i ' No 1 1 01 LI 11 Pumps For Swimming Pools Only (Enclosure 3) Pr oduct may have be ou ov nluatod re other stato and local rc 1arn 1 ' M ' NSF' '' " pump boars a NSF marls sign lying evaluation rc NSF star lords. Listing stores may change Always coniii m state: with ape', upre, ,Y� `:i.Indai ' 1 he If-Priming Centrifugal Pumps For Swimming Pools Only age icy , f 11. do bc. . 1-1 Standar do 'm "p ueai s a .Sl, n,ar s,F,nd,, ,r cvil.iaoon to Caned, it � 2 No. 108 -01 L,gwd Pump . Fr„ Swimming Pool'. Only IEncl<,. 4 h 4 4 s { i ;r F 1 fig 3 r w 5 i',. 1 � �I / / J ) L , M , +J , rY a r t 41 K F _ a l r t a . , i4 ..1. x � t 1 a.'.r "r +�t c � � .,,, t y '•'''''' ` - '` r r i 'k J four function bu Ott ° / • speeds for flltratfgfe f,fry 1 I � d � l' � water features a2{¢' 4: 4„ + ±.}, Speed adlusempk thlttgal t '' MM or your o1 mJd o* y ■ 5 " r k, „r taemast glpARdf9 ,.. , f 9 ai }yk7`� : . � : t4�r I �� each h alnu r..,;,:,1,44,,..:. � p 7 ”" w, s� f° Alarm Status light- oxqueneer (7K a of blinks al res you,okcoaMhlons , 4 + that may nleed atto tom - t r •arLa�4WGi,'iireraa . ,.' -. ,` C i Note: This photo shows keypad 1 1 3 for VS -3050 only. j 20 n 11I 35 — O. '4 Ili. 3 °- I00 .. .. 4 b - - ( 3450 rpm iI Ei 80 -- � Cfi 1 31 10 r ...� I 60 10 _ 111111411 ao R2350 rpm s 5 - 20 �.�„... rpm X750 rpm '"��.., ,, , 0 20 40 60 80 100 120 140 160 :', 3 + ;' U.S Gallons per minute 1 1 1 '?i I I 1 1 1 1 -'+ 5 10 15 20 25 30 35 Cubic Meters per ho.lr - 26.406 - 11.047 1 ;' x . r.' xhta h - „ � :< ) E I - _ Y E 14 480 9:a t1.21:' - , _ /c � e `T? ,...F -r4 ._ 0 :4 See page 466 -467 for replacement parts. 1 Main Drain Frame and Grate r ...> Pentair Water 0. - Puul nnJ Spa :. i Ir i F ~ StarGuard Main Drains comply with provisions of the ANSI /ASME i • : tr TE Al 12.19.8 2007 standard and the Virginia GI aeme Baker Pool and • New Improved 8 in Round I. ,' Spa Safety Act. High quality Star d main drains are available in Main Drain r. white, black, gray, and dark gray as well as a variety of configurations Y g to fit any residential inground pool or spa installation. StarGuard • Available in Multiple Colors • } main drains have an industry leading 15.35 square inches of Compliant with the Virginia �� o p en area Graeme Baker Act n for water flow and allow flow rates up to 72 GPM at 1 -1/2 ft. /sec. 4 ' . (,., N . i , ,1 ; i , 1 ; , ' t • : i 1 '. . A ?. 6'r'gCtrrf ( ", ui. FtCb•; 1 r1c., filar;; 0(.01 1 i'reik vs :;- 4 I loll - (tt 1 I''4) dC4tl (Gy(PPi) (51i, in) �" 1 • rr'6�;. k r a ^ • r r 5 r t . it a.^i " } n1339*, {{ r ryry.. J i r T 1 y f 1 ( r r , r ri+Mi �r. q S R g r. 4 , n - 1*,44 . ,.,. 4,?C, L ,t/ t .,< ? , ,a, +, i s / , r ., t � , a. r,.., k '. , ,a': f,,,{ yr '71,:%-;4•0J-.14 _.:71, 4 1: . :11 ' ilY ' 500108 8 fn. StarGuard cover wllong ring (single), white 144 „�.• 112 15.35 500100 8 in. StarGuard cover w /long ring (single), black 144 112 15.35 .:•:-. , , gray 144 112 15.35 ; ;., 500101 8 in StarGuard cover wllong ring (single). dark ', :' , 500102 8 in. StarGuard cover w /long ring (single), gray 144 112 15.35 v "; : ; ':: , ,•" 500140 8 in. StarGuard cover w /long ring (2 pack), white 144 �• ." " "' "''.� 112 15.35 500141 8 in. StarGuard cover w /long ring (2 pack), black 144 112 15.35 r., 500142 8 in, StarGuard cover w /long ring (2 pack), dark gray 144 112 15.35 500143 8 in. StarGuard cover w/long ring (2 pack), gray 144 112 15 .35 lnw •s Vba•� r ys4iw br.. it:ir 1 '(+ a �i. i . �r. 0'i. . �. S' f c� 1 ( itiO g I I li r t�cu .r tl r. °'� 1,k• s�'.:J bt�a �t�1' k31;'iA,;!tT'dl.' .5kct'% tF vsF,:Ni�li' #IA!5{I,.f7r7 r'•a xJr , Cwt .d {/i . tl :.,: «,2 .�st.a 3' t...'�r i a i'4$r• ?, �R ';f" 500103 8 in StarGuard cover w/short ring (single), white 144 112 15,35 5 aWi4 #ii i ty 500104 8 in StarGuard cover w /short ring (single), black 144 112 15,35 p T! I t . .. i i. . . , 'V 4 .,....,. 500105 8 in, StarGuard cover w /short ring (single), dark gray 144 112 15.35 ( 1 t ) q�. 1;.:,,,y,,, 1 j1 11l11 /11111 500106 8 in StarGuard cover w /short ring (single), gray 144 'k, , ';; g ( le 8) 8 Y 112 15.35 ' P 500144 8 in. ScarGuard cover w /short ring (2 pack), white 144 112 15.35 , • 500145 8 in. StarGuard cover w /short ring (2 pack), black 144 112 15.35 500146 8 in. StarGuard cover w /short ring (2 pack), dark gray 144 112 15.35 • 500147 8 in. ScarGuard cover w /short ring (2 pack), gray 144 112 15.35 4 x u niY^doifoo+d �u4.01 T r I kq 'Rd edit a d : { ~ � a ±� ;,,d , Nr a,'wln sr 6 J t aF,s„ 1 .: � s..d vn, I i d d 1, C t 1 r ( ti • at , 4. i;:., "# i^ty a Mir v ; s W r i f E 4 t . l r x, ��4':+ 1. 41)P2rr.Ra•'.A1fi t.slt& aP 1 rar *r:hkMt y. t. Y , .et / k t 8S. lr V f- ;: � ., .." �t.q #.k?f 1 V •. 1.rtWrk ..yn w.w:dca: 0 • : 8 in. StarGuard drain w/ 2 in. side & 1-1/2 in. bottom ports 500110 ABS sump wiring & cover 144 112 15.35 a r (2 pack), white • m nauun.. 7 ' ' 8 in. StarGuard drain w/ 2 in. side & 1 -1/2 in. bottom ports A 500111 ABS sump wiring & cover 144 112 15.35 ,;R (2 pack), black r. N 8 in StarGuard drain wI 2 in side & 1 - 112 in. bottom ports 500113 ABS sump wiring & cover 144 112 15.35 '.1! (2 pack), dark gray 4 8 in. StarGuard drain wl 2 in side & 1-1/2 in bottom ports 4 , 500114 ABS sump wiring & cover 144 112 15 35 w' (2 pack), gray 1 r.t-sitav2 yr_ .. .:x' .. .. .. ._ • t 8 ' .. 500115 m StarGuard drain Ad 2 n :idr poi! ABS rump wirinv &,. . - 'i Cover (2 pack). white 149 lit 15. l] V nuuu. 500116 8 11 . Star Guard drain w 2 m. side port ABS sump wrong & }k: cover (2 pack). black 144 112 15.35 i. . 4 500117 8 in Star Guard drain wi 2 in sick port ABS sump wiring & 1 cover 12 pack). dark. gray 144 112 15,35 _ 500118 8 in StarGuard drain wr 2 m side port ABS sump wrong & I cover (2 pack), gray 144 112 15 35 I Qr t It- SYSTEM 2 ° ' SPECIFICATIONS IM. __.. 1 Filter )) 41 �,, Inlet Dim B Outlet Minimum < <� Service N i'ea, Pump Air Release Valve Height �, .,. f � Ai, (Pressure Gauge '� � ) `„ Behind) I M. 1 To Pool 4 .� � . / \— j i �/ �� Upper Tank From Shell Pool 4085 tool Posi -LokTM FIGURE 1 B — Piping Connections Ring -N Safety 0 11#1 1 Dim A Latch . I , 20 (138) E 18 (124) Lower a 18.58" Dia. >►' Tank (472 mm) t 16 (110) Shell —s- 14 (97) 2" NPT O utlet Inlet .c; 12 (88) Inlet or 2" NPT or Drain ect la (69) _ Drain ■ 2" NPT ° 8 (55) Drain --).-4 ,_ O J I - 2 c s (a1) Plug ._ ■� r aa° a (28) 4310 0203 2 (14) E 15 " Dia. ►I (381 mm) 2.25" 10 20 40 6 8 0 100 120 140 160 (57 mm (38) (76) (151) (227) (303) (378) (454) (529) i (606) Flow in Gallons Per Minute (LPM) 1 FIGURE 1A — Dimensions in inches (mm) 150 FIGURE 2 — Pressure Drop Curve (568) Table 1 - Filter Specifications del PLM100 PLM125 PLM150 f PLM175 PLM200 Filter Area sq. ft. (m2) 100(9.3) 125(11.6) d 150(14) 175(16.3) 200(18.6) 3 00 2 . Max. Rated Flow GPM (LPM) Commercial 37(140) 47(178) 56(212) 66(249) 75(284) 113(428) Max. Operating Pressure PSI (kPa) 50(345) 50(345) 50(345) 50(345) 50(345) 50(345) Max. Continuous Water Temperature F(C) 104 °(40 °) 104 °(40 °) a 104 0(40 °) 104 °(40 °) 104 °(40 °) 104°(40°) Dimension A - Height (mm) 27- 3/4(705) 27- 3/4(705) ) 27- 3/4(705) 7- 3/4(705) 27- 3/4(705) 37- 5/8(956) Dimension B - Minimum Serivce i Height (mm) 38- 1/2(978) 38- 1/2(978) 38- 1/2(978) 38 - 1/2(978) 38 - 1/2(978) 57(1,448) 4 • Bermuda Skimmer + Pentair WatP Pool and Spa" Bermuda Skimmer Headloss 7 - • QD I 1 50 60 -___ 70 80 GPM X --- 1.5 inch -— 2 inch Rev 02/19/2009