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Permit Pool 602 Main St 2012 \ `I CITY OF ATLANTIC BEACH , � ) 800 SEMINOLE ROAD , ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 Application Number 12- 00000480 Date 5/16/12 Property Address 602 MAIN ST Application type description SWIMMING POOL /SPA Property Zoning TO BE UPDATED Application valuation . . . 29615 Application desc NEW POOL Owner Contractor BARBER, BRIAN L & SONYA M SURFSIDE POOLS 602 MAIN ST 313 BEACH BLVD. ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246 -2666 Permit ELECTRICAL PERMIT Additional desc . Sub Contractor . DAVID PRUETTES ELECTRICAL SVC. Permit Fee . 95.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 11/12/12 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 Pool -- Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage feature (swale, structure or lagoon). Full right -of -way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City right -of -way. Other Fees STATE ELEC DCA SURCHARGE 2.00 STATE ELEC DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due Permit Fee Total 95.00 95.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.00 4.00 .00 .00 Grand Total 99.00 99.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 Ph (904) 247 -5826 Fax (904) 247-5845 -- - - - . JO ADDRESS: oa MA,in S1- • PERMIT # 0 — i l gp NEW SERVICE El Overhead ❑ Underground ❑ Underground up Pole . :Residential (Main) Service 00 -100 amps ❑ 101- 150amps ❑ 151- 200amps ❑ amps # ofMeters :Commercial (Main) Service - 00-100 amps ❑ 101- 150amps 0 151-200amps ❑ amps OCT Service amps Conductor Type Size . ❑Multi - Family (Main) Service ❑0 - 100 amps ❑ 101- 150amps ❑ 151- 200amps ❑ amps # of Unit Meters ❑Temporary Pole ❑ amps SERVICE UPGRADE ❑ amps ❑ CT Service amps NEW FEEDER (ADDITIONS, ACCESSORY STRUCTURES, ETC.) ❑ 1 00 amps ❑ 150amps ❑ 200amps ❑ amps ❑ CT Service amps ADDITIONS, REMODELS, REPAIRS, BUILD -OUTS, ACCESSORY STRUCTURES, ETC. Outlets/Switches: 0- 30amps 31- 100amps 101- 200amps o.' Appliances: 0- 30amps 31- 100amps 101- 200amps A/C Circuits: 0- 60amps 61- 100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTBE CTRICAL PROJECTS � w iimming Pool ❑ Sign ❑Smoke Detectors Qty OTransformers KVA Motors 1 hp • FIRE ALARM SYSTEM (Requires 3 sets of plans & Fire Alarm Checklist) Qty volts /amps VALUE OF WORK $ REPAIRS/MISCELLANEOUS ❑Replace Burnt/Damaged Meter Can ❑Safety Inspection ❑Panel Change ❑OH to UG ❑ Other: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. ((�� Property Owners Name 17A r Phone Number 3H P-- ' Me Electrical CompanYbeWid �I1,t,Q,M' IP (-n'Go ServiciP Phonej` ) 9:72-7ag axlc)- :// Co. Address: 331-8 PAHL R`dcr 7774 City Drray ear*. State Ft- Zip3 zc ense Holder (Print):bV ;01 1 ty t f , . / ' . to Certification/Registration # 6&000 <49 r otarized Signature of License Holder, .S/_ . .�' �-∎ -_______ ', o 4��r ry��y KAREN EWING �X� :-.)71a"(de- , % Commission N DD 790954 ona'and subscribed before me his � da of ' 20 Or ;; f My Commission Expires e' nit ° 'fo “.- May 21, 2012 Signature of Notary Public ,4 J #t ,,,'. \ ",j10 \SP CITY OF ATLANTIC BEACH " ' 800 SEMINOLE ROAD =. A„ r, ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 _...// Application Number 12- 00000480 Date 5/08/12 Property Address 602 MAIN ST Application type description SWIMMING POOL /SPA Property Zoning TO BE UPDATED Application valuation . . . 29615 Application desc NEW POOL Owner Contractor BARBER, BRIAN L & SONYA M SURFSIDE POOLS 602 MAIN ST 313 BEACH BLVD. ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246 -2666 Permit SWIMMING POOL Additional desc . Permit Fee . . . 200.00 Plan Check Fee . . 100.00 Issue Date . . . Valuation . . . . 29615 Expiration Date . 11/04/12 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 Pool -- Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage feature (swale, structure or lagoon). Full right -of -way restoration, including sod, is required. Roll off container company must be on City approved list and container cannot be placed on City right -of -way. Other Fees STATE DCA SURCHARGE 3.00 ENG REV PRE APP > 3 HRS 25.00 STATE DBPR SURCHARGE 3.00 Fee summary Charged Paid Credited Due Permit Fee Total 200.00 200.00 .00 .00 Plan Check Total 100.00 100.00 .00 .00 Other Fee Total 31.00 31.00 .00 .00 Grand Total 331.00 331.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 57 [...7 t e Cr lr - ,+ �� ' [ iii [1'0 I 11 i ia- ' 5 2012 r2- { * . .,, i F A f�iICBEACH ITII �I 1 ° ` = • •'<' • B ROAD, ATLAN - IC BEACH, FL 32233 i L APR - _ . I = - ,. : (904).•7 -5826 • FA; NO.:(904)247 -5845 .; '° filV BUILDING ERMIT APPLICATION DUVAL COUNTY 1, JOB ADD6R$S: ¢ . '' .:; ` 2. VALUATION OF WORK, 3. SOFT. UNDER ROOF 6'0 2 - Tv► hiis 'Sr, 4. LEGAL DESCRIPTION: " , 5. CLASS OF WORK 6. USE OF STRUCTURE:,: ' � ���! .1 O � S(1_ ❑ NEW BUILDING ❑ DEMOLITION GI RESIDENTIAL LOT �! BLOCKI3�uB DIVISION 1 • f. G Sec. • ❑ ADDITION ❑ CONVERTING USE ❑ COMMERCIAL i 7, DESCRIPTION OF WORK - ❑ ALTERATION ❑ ACCESSORY BLDG. 8. FIRE SPRINKLER: �„JW1 hA 14 ` ' ' PLC Ca> ❑ REPAIR Er POOL / SPA ❑ YES =: N/A J ❑ MOVE ❑ OTHER ❑ NO ' r PROPERTY OWNER: CONTRACTOR::, ARCHITECT /;ENGINEER: 9. NAME: 15. COMPANY NAME: r� 23, COMPANY NAME: 16, NAME:er 24. LICENSEE NAME TI T 10. ADDRESS: 17. STATE OF FLORIDA LICENSE NO.: 25. STATE OF FLORIDA LICENSE NO.: 4,e) 2_, )Jl Ai S s -� T. CR'otittQ'o Pr} 1 Ov�'1 c 6 et-cam / h 18 D ADRESS: 3223 3)3 5 t <<r� 6►kd 26. ADDRESS: .3 , f3 ee c I / 1 L 32:z Se 11. OFFICE PHONE: 12. FAX NO.: 19. OFFICE PHONE: 20. FAX O.: 27. OFFICE PHONE: 28. FAX NO.: T-114, z 4 ( '67A z Y/ ygo 13. CELL PHONE: 21. CELL PHONE: 29. CELL PHONE: 31(e-- $s 14. EMAIL ADDRESS: 22. EMAIL ADDRESS: 30. EMAIL ADDRESS: ami.0 Y t'i4 , k 0 t tae -Ai. --r. FEE SIMPLE TITLE HOLDER: BONDING COMPANY:r "r ,u ' "(IF OTHER THAN.OWNER)' s [ 31. NAME: 33. NAME: 35. NAM ... . . 32. ADDRESS: 34. ADDRESS: 36. ADDR COV,, { t ,......t Application is hereby made to obtain a permit to do the work and installations as indicated. 1 •it '' . vi.,r.,..Qr...uastafetion' commenced prior to the issuance of a permit and that all work will be performed to meet the standards of'31i laws regulating construction in this jurisdiction. 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 a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks, Air Conditioners, etc. OWNER'S AFFIDAVIT - I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official, as required by law. WARNING TO OWNER: *** YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT WA e (If Age , i ower of Attorney or A. ency Letter Required) ( _ _r Only) Sign - • . r . Date: / ` / Signed: / " ' _�/ Date: Z " Z Before me this it clay of Q.i L. , 204 in the county of Befor- e thi of of IA. P. • , 20 in the county of Duval, State of Florida, has personally appeared D al, Stat --0# Florid -, has personally appeared CeDNI v/A Awa -13E 1 G Scott herin by himself / herself and affirms that all statements and declarations are herin by himself / herself and affirms that all statements and declarations are true and accurate. true and accurate. Notary Public at Large, State of 'FL. , County of _ Pt) vo.1... Not Public at Large, State of f County of DU ' ❑ Personally Known Personally Known @ Produced Identification - Roe.. tDA. t SA M [y� 3 . Cr r L7 /45E ❑ Produced Identification - AA Notary Signature: Notary Signature: l iG(�,___ +'ry'�'•,•, ' CYNTHIA GRAVENOR 1 iia�' '' fi; ; CYNTHIA GRAVENOR s,, 6, ;.,r MY COMMISSION # EE 090186 = + , - ,r MY COMMISSION # EE 080186 '� ;a EXPIRES: May 3, 2015 3 ... ; ,'• EXPIRES: May 3, 2015 '4•R1,rh r Bonded Thru Notary Public Underwriters ; 0 , `- Winded Thru Notary Public Underwriters BLDG01 P . .. . _ -.., .- _..., -.-.- Doc # 2012090274, OR BK 15923 Page 1497, Number Pages: 1, Recorded 04/25/2012 at 09:21 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. J* 418° Tax Folio No. I ?O0((o ^'0000 State of F County of Duval To whom it may concern: The undersigned hereby Informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following Information Is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: T•-e S u I-L. ¢ 3. 75 C r -J- a F' (o (i L - - k 1 3 z_ A I-la -A Address of property being improved: (e PSQ(ck 3223 General description of improvements: Swimming pool installation Owner PJ/t f..-1 j -0 , S t' 1 ( pp, Address 690 2_ rvvt A i S'T• /�� 1r 1,c f ) C � 3 2? Owner's interest in site of the improvement Fee Simple Titleholder (if other than owner) Name Address _ Contractor Surf Side Pools Address 313 Beach Blvd. , Jacksonville Beach, FL 32250 Phone No. 246 -2666 Fax No. 249 -8801 Surety (if any) Address Amount of bond $ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. :Rl!°�:•i1R4k Name of person within the State of Florida, other than himself, designated by owner upon , ...! documents may be served: F Address 5 Phone No. Fax No. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 (2) (b), Florida Statutes. (Fill in at Owner's option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OW /7 � DATE • - / / - Before me this 1 day of Arepa L .O 1 2- in the County of D val, Sta - of Florida, h s personally appeared SON 7 - 'Z-• herein by himself/ herself and � —u,t -- . ^ s herein are true and accural 'tl`• -+s,; MY COMMISSION MEE0801B6 1•, EXPIRES; May 3,2015 „6, ' r Bonded Tho Notary Pubt UndenMlcrs Notary Public at Large, Slate of . County of t MEM My commission expires: Personally Known Or Produced Identification FLe t — SII LOT CALCULATIONS 602 main st. Atlantic beach , FL 32233 LOT COVERAGE TOTAL LOT AREA 4,462.5 SQ. FT. HOUSE AREA 1,511 SQ. FT. EXISTING DRIVEWAY, PATIO AND SIDEWALKS 162 SQ. FT. PAVERS POOL DECK @ 50% COVERAGE 300 SQ. FT. TOTAL COVERED AREA 1,973 SQ. FT. COVERAGE PERCENTAGE 44 % rgerraeo% 1 :, 1 FILE w COPNI 1 , 6,,.... t r.ile42_ ,. „ , „...x;; , _._ ,-7--- : . 7.,,, ... MAP SHOWING BOUNDARY SURVEY OF THE SOUTH 43.75 FEET OF LOT 6, 'BLOCK 132, ACCORDING TO THE PLAT OF "SECTION H ATLANTIC BEACH" AS RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTT.FIEI) TO: BRIAN L. BARBER, SONYA M. BARBER, FIDELITY NATIONAL TITLE INSURANCE COMPANY, I . WATSON & OSBORNE TITLE SERVICES, INC. .'"""" AND WATSON MORTGAGE CORPORATION. -• x �'r':" i p m VI Minimum 4 ft hi h r g \,, fence with self„,,, N. closing self latching device at 54" high „, - .,, B Gc, c.• / Z 3 kl /oz • CO) a kf - Lar G 454.4cs /3Z, Less' ,E..‹.c4D-7'" - 7x/F_ SAY 43.75 /c 1 ree� ©c / Si t -et ✓`Pnt e `^ + N S + � �{ aS 12- / S�vzzv' • /9.7 Cac, v/ AkvF...lt/AJ G / • tN \''''' 1 ' 4 ) k// /Z .•.COr/ S cove• 1.744 Q V Q J /0/ 0 De/vEw:a,j c -zo sa.c. / Z (, 97 lei---r) a a .. • ' / ;e .i 31 x e. a A_/ • c. ",‘.0. =t88.• ' - 4 I 3 .7 • .1 I , 1\ .\- c ' • . • • .' •• - :,,ANio ‘1 ' ZI k, \■. ,, Q N ii 4 4 • 2110.2' M r.., Kj V •o - -- �' 1.9.6' Q 0 � 4 iu/ /Z" " / -av/.'S ' Q 4,° , 9 '4 r� 1 ft.' N ,,,(1f.:' � 0 Z � 7 � hint S• In. - ft . ,, Al .4.o' ZS. /' Ni � o o , cp . rue ,5'.t V.1.5.75 fee $ o n ' • t \f' 4 N4 ' Gpr G, 15 /32 -,:t: `"S v . �� � � 0.7 x ..../ 1, c° _ , ai a q> prCGt S5 LAP GA! Lf/j /Z7 r. Al 'Z Gr/Ga_la ...---'1. Poz.m./C, 7 P �d >,. /r AP + /� / '� '•/2K/LC .eK B.L.S (No CAP /02 • (!�— /C7�? /4 04-4 "L.8.5/.6 n D.iiO 3'Ly 7 YI a. /o' W •L Y � Alarms on doors and windows (4ts760) W ..� Co --7--C.1 .5770E-Er is °•Q /") (A/ar /c/41+Bp oM " 4r- /4- 1C:TFS• ) 444... /^'d, ic6S �c/ow,c1 AZE r voas2 vM-/-r_SS /vaic.47ED o , .2) F IC. DES dee Fee),-/ F- a,c F,`_.c/ . 3) ,4L-L "T /ES •, AZe 76 P,20PPe7V- L /n./'S 0NG4SS /,VD/G67Ir` © e4c.W /SE r A E p h' i. • . • : .: • 4 ,.. rG BN � e . row, ' -rs/ /$ .S�a✓'4 2. STRUCTURE NO. D Z SHOWN HEREON LIES WITHIN FLOOD ZONE X AS 8i DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO. / DATED 04• / 7. 8 SSOGIATE� SURVEYORS CDC. 3. THIS 1S A SURFACE SURVEY ONLY, THE EXTENT OF UNDERGROUND F0011N v A I LAND k ENGINEERING SURVEYS PIPES AND UTILITIES. IF ANY. NOT DETERMINED. VG On AN UNDERGROUND BONDING CONDUCTOR MADE OF A Z SINGLE #8 AWG BARE SOLID COPPER WIRE BURIED TO A M N 2 �A N E R MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUB � a N CO O GRADE, AND 18 INCHES TO 24 INCHES FROM INSIDE THE O Q m �+ WALL OF A SWIMMING POOL OR SPA WILL BE USED. -I < r IN n Waa 00 X O << z VGB COMPLIANT MAIN DRAIN a ° F- IN POOL AREA w S Q 1 w IN POOL AREA � mI-Q co HGRADETO Z 0r JI POOL WI - <i <U < o z< Z Q W UQO SIG DETAIL O Oo (4 a U d U IDE POOLS SIDE POOLS t ARMS TO CODE a.. 4,7c W v co ....• ; Lou. '' ! d J a I / W ei U x , 6'0 O =O DEEP s OO SKIMMER W !"i Q 0 A a cv :N J ® � 2 co CV A ® >. I- Z - INSLLATED #8 BOND WIRE � A Z Q Q IN CONDUIT FROM LIGHT g U) 00 H -) Z U W R. Ce NICHE THRU DECK BOX. m LIGHT GFCI FROTECTED. co W Z O ■ PER C IDE SYMBOL KEY: Q (Ni ff Q f =DRAIN `" C° ¢ = SKIMMER `='Q = 400W POOL LIGHT 0 0 m = INFUSION RETURN 0 c $ - = POOL DEPTH w 0 w ARTISTIC INTERPRETATION OF THE c = JUNCTION BOX z w a 'E OF THE SWIMMING POOL. IT IS r = POLARIS 360 i* w co 0 a BE AN EXACT RENDITION. o Q cn A CONFORMS TO FL BLUILDING CODE R4101.6.1 PERMIT DRAW DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF THE: POOL 30' 0" X 1i ANSI /NSPI 3; WITH PLOLARIS CL ANSI/NSPI 4; & 4 WALL RETUI ANSI /NSPI 5; ANSI/NSPI 6; NO OVERHEAD ELECTRIC ANSI /NSPI 7. NO UNDERGROUND UTILITIE DRAINAGE DETAIL - FINE SLOPE AWAY FROI GROUNDING & BONDI NO SCREEN BY SURF NO FOOTERS BY SURF BARRIERS: FENCE AND AL MINIMUM 4 FT HIGH FENCE W /SELF CLOSING SELF LATCHING DEVICE AT 54" HIGH PER CODE 44' 0" PAVER DECK I ao in WALL r RETURN SKIMMER OO 30' 0" 8' 0 5' 6" o DEEP o �i WALL . 1 Z RETURN D BENCH ", i WAL1 a g �` o RETUF O w m ��� _ u. z 3 s BARE #8 BOND WIFE '--RAISED WND OW BAY WIND CkINAY • WAY O ATTACHED TO POOL STEEL. a Wipe `ree NC • RESIDENCE -1 1 - 0.! * Ip` ALARMS ON WINDOWS AND DOOR: `v n PLUMBING LINE FROM MAIN DRAIN � � 4101 HEAT TO POOL EQUIPMENT - - JUNCTION BOX 1 FILTER PUMP o ', i POOL WITH POLARIS CLEANER, WALL RETURNS, HEAT PUMP THIS DRAWING IS AN AND FLORIDA FALLS GENERAL APPEARANC FILTER SCHEMATIC (NTS) NOT MEANT TO w CA D CD r s o o m s 0 N x W o w co o G N 0 A: iro 0. ///i11 �� cy) ICI!! 111011111111 . `,7' • 11111111111111111 . z 0 0• N o o ° 111111 11111111111 • . - . . . (111111 11111 - 0 . 111111111! , F CD `< • CT 79- IIIII Pi Y • I („e0„.0 ., III co 3 ,'■■■■ .� Mme ION. tn - CD X MI a 5 n co cam CD m , SUM. ■ m n ■ cr, 11111L O O o CD . ID ........................ ~— o ANSI /APSP /ICC 15 Worksheet Swimming Pool Energy Efficiency Compliance Information NOTE: These Requirements Apply ONLY to the Filtration Pump Project Name BARBER, Sonya � � G Project Address 602 Main Street Atlantic Beach Pools • Spas • Service Maximum Filtration flow rate calculations Pool water volume 9150 _ 360 = 26 pm = filtration flow rate Is there an Auxiliary load on the filtration pump? n Yes I X No If so, what is the auxiliary flow rate 0 gpm Maximum Flow Rate 26 gpm (maximum auxiliary pool loads or the filtration flow rate, whichever is greater). The pool filtration flow rate shall not be greater than the rate needed to turn over the pool water volume in 6 hours or 36 gpm, whichever is greater. This means that for pools of less than 13000 gallons, the pump shall be sized to have a flow rate of 36 gpm or less Filter Factors: © (Cartridge .375) E(D.E. 2) ❑ (Sand 15) 26 (Flow rate) - 0.375 (filter factor) = 70 (minimum filter size) Filter Make /Size Jandy CS200 Cartridge Backwash valve? El Yes © No Pump Selection from APSP database on Curve A © (less than 17000 gallons) or C (g reater than 17000 gallons) (check one) Pump Model Jandy FloPro FHPM 1 hp - 2 sp Flow Rate (low speed) 27 gpm @ 1725 rpm Flow Rate (high speed) 55 gpm @ 3450 rpm (not required if no auxiliary load) Pump Controls Standard time clock ❑ 2 speed time clock © Other n Heater Model Heatwave SQ110 Heat Pump Gas Heater efficiency rating (No Pilot Light) Heat Pump efficiency C.O.P. 5.7 (High Temp) - 4.1 (Low Temp) Suction side filtration branch piping size = 1 1/2 in. per ANSI -15 @ 6 fps Suction side filtration trunk line piping size 1 1/2 in. per ANSI -15 @ 6 fps Return side filtration branch piping size = 1 1/2 in. per ANSI -15 @ 8 fps Return side filtration trunk line piping size = 1 1/2 in. per ANSI -15 @ 8 fps Notes: suction piping in front of pump inlet must be 4 pipe diameters in length. Must have 18" of straight pipe after the filter for solar. Vacuum line, if installed shall be sized to flow at 8 fps per ANSI -5 and sha be covered : -If -c • . self - latching cover per ANSI -7. .- I affirm that the information above is true and correct < / Co- actor 0_. - . e Simplified Total Dynami Pool l Determine Maximum System flow Rate: Swimming Pool Info: 309 3 to 5.5 to — ( Surface Area) (Shallow) (Deep) Spa Info: N/A 0 0 ( Surface Area) (Depth) Preferred Turnover Time in Hours : 6 x 60 min. = Jandy- Cartridge Filter, CS Series 1 3 i j i f i (Hours) (tumov 1 i i Maxium Pool Flow Rate: 9150 divided by 360 _� = i - (gallons) (tumover time in minutes) i tt i Spa Jets ( #) NONE x 13 i 3 g pm per jet = (# of jets) Get flow) I t A&A Qutk Clean System NONE x 1 8 f , {{( °esip gpm per high flow hea, -" t Pressure NONE x 9 gpm per low flow hea 1 t (psi) ! 2 Drop { (# of heads) (head flow) I t � y � Maximum Pool System Flow Rate: 26 Highest requ I t 1, $ Rate" ar ' F i s ^-. CS 1 1 0 Determine Pipe Sizes: CS200 "`.... CS2SO Pool /Spa: Branch piping to be: inch to keep vi CSt00 Trunk piping to be : — 3" inch to keep w 0 Return piping to be 2 '. fiQ inch to keep v Flow Rate (gpm) 120 Determine Sim 'fled TDH (POOL )• Distance from nearest edge of pool to pump in feet = Friction loss in suction pipe 2.5" 25 @ 8 fps inch pipe per onHM an Ftidol, Loss Per Foot Friction loss in return pipe 2" .._.. @ 10 fps inch pipe per on{1edule 40 PVC Pip Length of suction pipe 25 x Ft. of head per one foot of pipe Length of pressure pipe x Ft. of head per one foot of pip 6 fps VeloCty -Feet Per Second Pe Size 8 fps 1 " 15' l6 gp 0.14' 21 gpm 0.23' 26 m 10 fps Other Loss In TDH ft. of head # Filter loss in 2 gpm . 0 08' $D "" _ __ - -g _ _ ' 0.35 .21' " 62 gpm 0.14 Main Drain 1.00 25 „ 9p�t 006 82 gpm 0.10 _ -- 62 gpm 021i . 1 1 88 gpm 0 OS' Heater loss - _ _ 111 -gpm 103 gpm _016 Returns 3/4" 3.30 3 138 gpm_ 0.09' _ 146 gpm _013' 3.30 1 0.04 181 gp 0 01` The Set 4 214 gpm 0.03'.. _ 227-gpm 0.00 27.72 0 Pool � §34 gpm 31 2 gpm '665' 0.10 0.02' Floor System 712 gpm 0.03' � 2 gam 00T 0.00 19.65 0 'Total 4.30 ,......igh. 1./000/sitt gec Pool Pump: Jand F/oPro FHPM 1 !" ° ns Per Minute 15 POOLS Pool Heatwave SQ110 HeaSAril / Pool Pal ! SOnya Main Drain: 2------? 3 ft. 0in. @ 200 Floor Installation ' Main Street atlantic Beach 32233 4119/2012 CS Filters - Compact Versatile Durable Jandy °'s line of CS Filters are available in four sizes; ,, 100, 150, 200, and 250 square foot models. The CS Clean /Dirty I:,,. j i \ Filter is constructed of high impact, corrosion and Snap Ring SIIIIiII I g p Air Release UV resistant thermoplastic that can weather even the Pressure Gauge �� Valve Pressure Gauge Ai 0-Ring Set harshest operating conditions. The single element Top g g Adapter p0, �Assembl cartridge is made of the finest Remay'"' material for `. Assembly superior filtration. The lid features ergonomic handles making removal easy and comfortable. The Jandy CS O -RinganTo, _qur T single element cartridge filter is designed to provide k p ultra clear filtration in a compact, easy to maintain body. Easy to Read r Pressure Gauge Breather kill110 Clean /Dirty , " , , Ergonomic Tube — Cartridge Element Snap Ring 1, 1 ,' , Handles for Simple ' Lid Removal 011 rn Corrosion & ' i ,1. UV Resistant ' 2" by 2 %z" • �i Thermoplastic ' ' ; Universal ` 40 1 � Tank Body / ® ` ' Unions Inlet Diffuser 0 0 - Ring Ergonomic 1 1 Designed for _ Bottom Housing Jand Versa y Assembly Locking Ring 's � for Ease of t'! Plumb' System Tailpiece, Cap & Service , , -- Single Element Union Nut Set tk.. I Cartridge made of �i Remay material • , ) { \t, 0 Strong Base will Easily Mount to _ " ' "'Equipment Pad ' Specifications for Jandy CS Filters MODEL NUMBER' T CS100 CS150 ; C CS250 I ' 1 CS DIMENSIONS' ' , y Filter Area (sq. ft.) 100 150 200 250 t4 3" Max. Flow (gpm) 100 125 125 125 k' 0 Six Hour Capacity (gal.) 36,000 45,000 45,000 45,000 .• Eight Hour Capacity (gal.) 48,000 60,000 60,000 60,000 Normal Start Up Pressure (psi) 6 -15 6 -15 6 -15 6 -15 ii IiIIIit 1)11111 ii Max. Working Pressure (psi) 50 50 50 50 i P h — 11 tElf Height ("A") 32" 32" 421/2 421/2" d 18'" . ALL JANDY PRODUCTS, WORK \ '' ' 1 "-- • SEAMLESSLY TOGETHER S� 11. 1 1� • , y ' ~` J manage our co J , ' 1 ti technologically advanced products. 1 P umps • • Filters • •Heaters • •Heat Pumps • •Controls � 1 11 I' � �! o Lights • Water Purification • Valves • Water Features • Water Leveling , , • • •Accessories �, �SL5170 Rev B 0810 Cleaners In -Floor Pool Covers 1.800.822.7933 • www"'and .com • ©2010 Zodiac Pool Systems, Inc. ■ FIoPro Pumps Easy J Installation Jandy's FloPro Pump provides easy drop -in 1 pimensions; ? y i' I' installation for worry free replacement of existing pumps. Quality performance, maximum efficiency 10 1 / and dependability, with guaranteed results for all your pool and spa combination needs, all in an II1�1 I�II ultra compact body. I . PM � _ .. '.. ` 'i� i , F Pump Spec,- tcattons _ • �r r i � ' � r I I ' , r#P . Volt g l ii A1 1 .. ipe .. rzel . Weight , l I ', Length ± A " ? , 1 ' % "j FHPM .75 0.75 230/115 5.4/10.8 1 -2" 40.6 25 3/16" 7 x//11 II": ,. FHPM 1.0 1.00 230/115 7.1/14.2 2 -2'h" 41.2 25 3116" r J FHPM 1.5 1.50 230/115 8.0/16 2 -2 42.6 25'/2" FHPM 2.0 2.00 230/115 11.2/22.4 2 -21/2" 54.6 27 3/16" JIB, FHPM 2.5 2.50 230 11.5 21/2-3" 48.6 26 3/16" FHPM 1.0 -2 -SPD 1.00 230 7.1/2.3 21/2-3" 46.5 26 5/16" 6 3 FHPM 1.5 -2SPD 1.50 230 8.0/3.0 2 -3" 48.0 26 9/16" Bolt Holes, FHPM 2.0 -2SPD 2.00 230 11.2/3.5 2 -3" 52.9 27 11/16" Center to Center ' I I �,; , PQ1Orn100e � 11'/s" 120 flh 110 � � v., - _ - 13= O 90 ... •'...� • - I-- _ �B o w ea 7 %" •1 o - 70 FHPM 2.5 w -60 tMIW .... x U 1 /e" -f so 10 Front Edge of Union, Q .. to Center of Bolt Holes Z 40 FHPM .75 • 30 - a FHPM 2.0 FHPM 2.0 Note: When installing the pump, leave a minimum of 2 feet O 20 X Low Speed FHPM 1.5 of clearance above the pump for removal of strainer basket. FHPM 1.0 FHPM 1.0 Low Speed FHPM 1.5. Low Speed 0 0 10 20 30 40 50 60 70 60 90 100 110 120 130 140 150 160 170 100 190 200 210 220 230 240 250 FLOW GPM`^a w� -- ,,, , .1 c 4. : ' '� � ALL PRODUC W ; I t ' I r SEAMLESSLY TOGETHER t �,�,..; , , � (.=. - ; '.: 0 i a r ,-4_ '[. , , Jandy Control System's , ' ',' ! 1 ) manage our complete Tine of I i ^� A r� f ` ;s technologically - advanced products. i i � 1 'E ' ' ' I' ' ' � Pumps • • Filters • • Heaters • • Heat Pumps I ' I j �'"� Controls • Lights • Water Purification • Valves a • • ' " I , ' , 1 W ater Features • Water Leveling • In -Floor • Accessories 1 � I ,, ' I ' ° i 1 USA: 1.800.822.7933 • w • info @jandy.com , ' , 1 , ' I „ i, I ' ! : ©2008 Zodiac Pool Systems; I nc. All rights reserved. $L5110 ' I v i , � � ." -". ... . Sri . .Junt Pool and Spa Systems Page 1 of 2 , + " ,y�'�( a �+c �yp.(, aC,: CF ,�� g . i, ( c F 4Q 9 � � i �,' - ^9� 4`1,,4: �N iS4t, + sI - Parar ou nt THE WORLD'S ill IN -FLUOR CLEANING: SYSTEMS COMPANY Pool Lite, Simplified, ! r � a' ' � * r "fir v 1 , r, taNiiintak` ata rig < x r . .sa 3 ., 6 z , "r . ,' . a y : a , ,tfk + s `d Y �� °e r a k a lr l N " 14 . m� ( .. . , r . i t Wr tOrtV4r - ,..t?;, 1. :''.''',: -"'t.i.e, , ,q41.,..4 , `,: ''‘'. PRODUCTS a , : � I rN, PRODUCT GALLERY _ x ' a " . k x , FIND REPLACEMENT PARTS ., o ' . '° . , ,, v x �.. t t IN -FLOOR CLEANING SYSTEMS PARAMOUNT'S PATENTED SDX HIGH FLOW SAFETY DRAIN: NOW COMPLIANT WITH THE VIRGINIA GRAEME BAKER POOL AND SPA SAFETY » SOX FLYER SWINGJET 4 y ACT 2008. » SDX Q &A "- --- '-- " " "' -- '-- " - -'� » SDX INFO SHEET SWINGSWEEP SDX is a high flow suction outlet suitable for use as a wall fitting and also as a floor » SDX RETRO MANUAL STEPCLEAN drain when debris removal is not a concem. A "Retro" version is available to bring » VGB Zoos COMPLIANT existing suction outlet covers into compliance with the new law. SDX Retro fits » SDX ARTICLE IN IAPMO WATER PURIFICATION * existing plaster rings up to 10" in diameter. » MDX2ISDX TALKING POINTS SAFETY DRAINS - - - - - — - - » SDX VELOCITY CALCULATION SDX boasts a flow rating of 200 gpm on the floor and 192 gpm on the wall making it MDX -R3 VGB DRAIN' compatible with most residential pumps up to 3 hp. SDX has a 1.485 feet per second » CERTIFICATE OF CONFORMITY MDX2 velocity at the opening at a maximum listed 200 gpm. SDX SDX Retro BUZZTOP CHANNEL DRAIN i $� .* ECOPOOL s MVFUSE (SVRS) — — — -- e .• r � NMI rto c,.;,.. ~ .... sfA + A SME WATER FEATURES ty slimy M IASYi 6 k , i ■ s ' s i"' REPLACEMENT NOZZLES SPA THERAPY � t ' .. 'a, - % .4 A112,19, B/ AUTOMATIC WATER LEVELER RETRO �,, i .t : ,,,,;eo 1f > MPX° & SDX DRAINS ARE ALL PRODUCT LINES BROCHURE ` a ^ s G, , "u COMPLfANT'vNITHTHCVIRGINIA OWNERS SYSTEM MANUAL kltH tcf3:1 5arttx 8aai� ` � t b F GRAEME BAKER ACT 2008. WARRANTY REGISTRATION a ;414: 6 FEATURES AND BENEFITS • NO SUMP REQUIRED - No need to chisel out a sump to meet the1.5 times the pipe diameter sump depth requirement. • SDX has a 1.485 feet per second velocity at the opening at a maximum listed 200 gpm. • Approved as a bulkhead fitting so the safety is in the cover and plate. • Patented "ribbed" design achieves high flow with sixty "mini" drains • Suction doesn't transfer if one area is covered • Dome shape to prevent a seal by a swimmer • Anti -vortex shield blocks contact with direct suction • SDX retro can be installed as a single cover with an SVRS installed on the line. • " Retro" version fits existing suction outlets up to 10" in diameter • Stainless steel security screws • Secondary support plate secured to protect the sump and fittings With a flow rating of 200 gpm on the floor and 192 gpm on the wall SOX is compatible with pumps up to 3 hp. In most cases this eliminates the need to calculate the system total dynamic head. SDX has a 1.485 feet per second velocity at the opening at a maximum listed 200 gpm. DESCRIPTION MAX FLOW FLOOR 1 MAX FLOW WALL Two SDX High Flow Safety Drains I 200 gpm (756 Ipm) I 192 gpm (726 Ipm) . Three SDX High Flow Safety Drains I 300 gpm (1136 Ipm) I 288 gpm (1090 Ipm) I Four SDX High Flow Safety Drains I 400 gpm (1514 Ipm) I 384 gpm (1456 Ipm) Meets National anti- entrapment requirements • ASME A112.19.8 — 2007 Listed http://www.lparamount.com/products/sdx/ 3/2/2012 l , 1 : ' ..,. ..' ,, '1'.:i' 1 '! , ', j . t .4 l',' '1' ' :.., '5, yil ' V, ■ ,, ' '' ,,,,',1 1 1 ,, ' 4 . ' : I ' ,' ', ' ' ' , J 1 i" '1 ' .1 ' , 4''' " I: 1. :: • • : :1 , • : rr: , ! 1 1, 1,, i . 1 ,- - :,' , '. , c 1 :, i : - I. ,•. 0: ::, ! r ' :. 1 : : ' • • i 11 " s '. 1 1 l' : ! 1 ! 1 : .. 1 !' 1 — ! 1 ' i t 1:r 11■ 1 'Ir:': . 1 11 1 1 ' !1 " • : . ' . L . L,' ' iHt i ''' i ' . i' .i. .., ''l i, .: '1. . ' ' ' . • : 1 , 1 , ' ' . ., Ti. ' ,, ,,- . 1 ' ' 1 ' ' f 6ffiipnt heo '.. '‘ ' l ' ' '' ' . 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' 1 4 a ' ^ ' ' k 6 • 1, 1 , 1 1',''' ,' l'■: '' ' ' r �+ City of Atlantic Beach APPLICATION NUMBER A Building Department To be assigned by the Building Department.) \ 800 Seminole Road — 4 / (� Atlantic Beach, Florida 32233 -5445 f `t d 0 Phone (904) 247 -5826 Fax (904) 247 -5845 • ;-'H 1)r E -mail: building- dept @coab.us Date routed: _ City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: (1 / i^' it Department review required Yes No Buildi� •- Applicant: 1 f _ / ? / i- - • • in. & • • g CC Tree Administrator Project: d i rn m -7, �� u W u lic Utilities Public Safety 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: APPLICATION STATUS Reviewing Department First Review: [Approved. ❑Denied. // (Circle one.) Comments: PLANNING & ZONING Reviewed by: Date: y s_ / ) TREE ADMIN. Second Review: Approved as revised. ❑Denie . PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 It ,F • City of Atlantic Beach A PPLICATION NUM a " qty w, Building Department RECEIVED (To be assigned by the Building Department.) 800 Seminole Road , r! �. //,==2 Atlantic Beach, Florida 32233 5445 APR 2 6 ZO1Z • ilea Phone (904) 247 -5826 - Fax 904) 247 -5845 P ± 7 p �' E -mail: building- dept @coab. . O (, Date routed: / Z.. City web -site: http: / /www.coa it. APPLICATION REVIEW AND TRACKING FORM Property Address: (ILZ Arh' Al J7 Department review required Yes No (1 i uildil g,... _ _ Applicant: , . i? i2f. / — I S in9 Zo g `--P Tree Administrator Project: fit'! /rn rn ---?, / Cr c? � .. . ublic Worm u lic Utilities Pu lic a ety Fire Services evtew $ r . x a D >i ,,ra . ,. Y$, , 4„ , 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: [ EDenied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: r /2 TREE ADMIN. Second Review: ['Approved as revised. ❑Denied. p •' e ; .. Comments: i : -j. 40" At jr. C ''' 4 P BLI AF TY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 y x City of Atlantic Beach APPLICATION NUMBER '°' ;` Building Department (To be assigned by the Building Department.) " 800 Seminole Road , Atlantic Beach, Florida 32233 -5445 — 'fee), C Phone (904) 247 -5826 Fax (904) 247 -5845 / p v E -mail: building- dept @coab.us Date routed: Z5/ City web -site: http: / /www.coab.us ✓ ✓✓ APPLICATION REVIEW AND TRACKING FORM Property Address: L' '"` ^' Jr Department review required Yes No Applicant: in9 & g Tree Administrator Project: GL,I ,m / > C . . blic Works lic Utilit s Public afety Fire Services 'Review,fee $ ; <. Dept Slgr�attare 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 , n t�/ CANNING & ZONING Reviewed by: L4 Date: 6 1 1 /(Z 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 05/14/09 tr,� City of Atlantic Beach RECEI�7E]Q APPLICATION NUMBER J °'' BUilding Department (To be assigned by the Building Department.) ^ 800 Seminole Road APR ! 4 Atlantic Beach, Florida 32233 -5445 5 2 012 - 'y t� �i Phone (904) 247 -5826 • Fax (904) ' ' 8 E-mail: • r 9 building- dept @coab.us a m Date routed: City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM / f,1 Property Address: ! L& t^ J7 Department review required Yes No (y _ (uildij_ Applicant: S-24../7 , ' iD Peel_ -f l g Tree Administrator Project: 6 , n o ---?, 7 / 10 - .public IN;iig Utilit Public afety Fire Services Review'fee $ kf i` , .. a: D Si ,,,, gn ture , , . .. /, ,^, . fi 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 G- (n�.L.S�` PLANNING & ZONING Reviewed by: Date: � S/2 TREE ADMIN. Second Review: ['Approved as revised. Denied. PUBLIC WORKS Comments: 4a 23 i7 9 av $/- / 1��,.v\tn,, -C-INN• - X--t C - =S 4 , p PUBLIC UTILITIES t. V t■v\SJ . 55,--g- cr..9+.c. L4 PUBLIC SAFETY Reviewed by: Date: s / /// 2 - - FIRE SERVICES Third Review:' • pproved as revised. ❑Denied. Comments: p 1 lizy //Luiz) Reviewed by: _____ Date: 7. 1/ Revised 05/14/09 Jandy FloPro Series Pumps Max-Rated (FHPM) Pounds Per Square Inch i L (PSI) ' ' Illejl ii i iI III Ii J I iii: ® Jandyr C artridge Filter, CS Series i\ �� �L ii 0,,. 1s 1 _ 3 41 _0 1 � 1 yr st! ®� ® ®® Design ®. �j •�I uK RPM ® ® ®® , Lass I I Design 1r llrafi® .s KC 33 ' -.11111111111111111111 s (1t head 1 i 2 Pressure Dr ������ r�1 ® ® ® ® ®® t {pi} 6J 70 106 110 120 133 143 153 160 379 3e0 73 0 1 � . f 3no 210 223 270 240 2`..0 " " 1 p , 1 Flow Rate, Canons Per Minute 2 7 € ........ --- �$ -. (GPM) GS2 II 1 ^" CS250 0 11 ,.....,,,,,,c0100: _________, 0 30 g0 0 Flow Rate t21 , {gpm) To Head in Feet Conversion Chart o I n2 h es Mercury (Vacuum Gauge) 0.0 11331111133111111111 " 4 ,. . 6 8 10 12 14 _ 1 6 ., .. �.� ®�MIIiii� NMI 20.3 ®Illlir'EI 11.4 13.7 15.9 18.2 20.4 20.4 i® 16.0 18.2 20.5 ®® Mil ; 25.0 f II 16.0 18.3 20.5 22.8 25.1 25.0 Flow and 1-114tlali Lass Per Fait 11111311110:1111131111 0011 20.6 ®' 25.1 27.4 29.6 ® ,._. itn lemmunii ` 18.4 20.6 22.9 25.2 27.4 23.7 1116121117331 40 40 PVC Pipe iam 20.7 23.0 ®® 29.7 32.0 34.3 36.5 lid 20.7 23.0 25.3 27.5 -'- 32.0 34.3 36.6 38.8 Pipe Size Velocity - 8 fps Per Second 20.8 ®' 25.3 27.6 29.8 34.4 36.6 38.9 p 6 tps 81pS 1 Q 1pS ®® 2.1 23.3 32.1 34.4 36.7 38.9 41.2 43.4 1' " 16 gpm 0.14' 21 gpm 023 26 gpm 0.35 25.4 ® 29.9 32.2 34.5 36.7 39.0 3 . 43.5 5 3T m 2 ® 2 . gpm 0 06 8 gpm 014 p 62 gm 0.21' 27.7 30.0 ® 34 .5 36.8 39A 41.3 43.5 45.8 48.1 62' .. ' _ . "_ 30.0 g 0 05 1 gpm 0 9 103 gpm 013 _. ® 34 36.8 39 .1 41.3 ' 43.6 45.9 48.1 50.4 2.5 _ 86 gpm 05 ' _. . 117 gpm 0.09' __._ 1 gpm ° 0.13 ESEIIMEI 36.3 39.1 41.4 43.6 45.3 48.2 50.4 50.4 3" 138 gpm 0.04' 181 apm 'fir 227 gpm 0.10' _ _ _. 34.7 c• '.3 41.4 43.7 r 46.0 48.2 50.5 52.7 55.0 4 " 234 gpm 0.03' 313 m 0 05' 392 m 0.0T 43.7 46.0 48.3 50.5 52s 55.0 57.3 S 534 gpm 0.02 712 gpm 0.0 37.0 . _ g?_ 39.3 EMIIIIIiallEEI 48.3 50.6 52.8 55.1 57.4 59.6 41.6 1111E111311 48.4 50.6 52.9 55.1 57.4 59.7 61.9 ageoro 43.5 46.2 Erns ,503 gammas 57.5 59.7 62.0 64.2 46.2 48.5 - 50.7 53.0 ii® ®: 59.8 62.0 64.3 66.5 48.5 50.8 53.0 ® 57.6 59.8 62.1 64.3 66.6 68.9 50.8 111311111 13311111111111E11111:2111113201 66.6 68.9 71.2 _ 53.1 111101 57.7 59.9 - 62.2 ga! 66.7 69.0 71.2 73.5 55.4 ® 60.0 62.2 EtEittin 69.0 71.3 73.5 75.8 57.8 60.0 62.3 64.5 KEENKEEI 71.3 73.6 75.8` 78.1 SPAS POOLS , . SERVICE 60.1 11211233111:111111111 71.4 73.6 78.1 8 ^ 0.4 SPAS 62.4 Ells 66.9 69.2 Iss 73.7 75.9 T8.2 80.5 82.7 64.7 66.9 69.2 ®® ` 76.0 78.2 80.5 82.8 85.0 R 69.3 7 7 78.3 80.6 82.9 85. 87.4 89. BARBER, Sonya 8. �� 7 8 8.4 80.7 82.3 85.2 87.4 83 32.0 �° 1\\\ \ \1 02 i�VOl ��Q $5.2 ® 92.0 94.3 6 Main Street 1�' fi , ` 'a!) E Rt\arti‘c Beach 32233 V �� 1012 pt 1 411912012 Oki 1 64 $� a4 9 Simplified Total Dynamic Head Calculation Pool Only Determine Maximum System flow Rate: Swimming Pool Info: 309 3 to 5.5 to N/A Volume: 9150 gallons Total Dynamic Head (Feet of Water) ( Surface Area) (Shallow) (Deep) (Shallow) 123 moil i Spa Info: N/A 0 0 Volume: 0 gallons Ito ( Surface Area) (Depth) i 9150 Total Volume 1 0 M,,, Preferred Turnover Time in Hours : 6 x 60 min. = 360 D (Hours) (tumover time in minutes) eo I Maxium Pool Flow Rate: 9150 divided by 360 26 gpm 0 = 26 gpm lo.NE (gallons) (tumover time in minutes) (flow rate pool) (feature flow rate) 03 qo 1iq Spa Jets ( #) NONE x 13 gpm per jet = 0 flow rate so (# diets) (jet flow) ao s,o ��� � ... A&A QuIk Clean System NONE x 18 gpm per high flow head = 0 flow rate z, 1111111 NONE x 9 gpm per low flow head = 0 flow rate o II.Ii Pr (# of heads) (head flow) 0 Total Floor Heads flow rate � Maximum Pool System Flow Rate: 26 a Highest required flow rate between "Maximum Pool Flow 13 • 0 Rate" and "Spa Jets" and "Quick Clean System" a r . will ? 10 20 30 43 Determine Pipe Sizes: Pool /Spa: Branch piping to be: 3 inch to keep velocity @ 6 fps.Max.at : 136 gpm. Maximum System Flow Rate Trunk piping to be : 2.5" inch to keep velocity @ 8 fps.Max.at : 117 gpm. Maximum System Flow Rate Return piping to be 2 inch to keep velocity @ 10 fps:Max.at : 103 gpm. Maximum System Flow Rate Determine Simplfied TDH (POOL); Distance from nearest edge of pool to pump in feet = 25 _o Friction loss in suction pipe 2.5" @ 8 fps inch pipe per one foot @ 117 gpm ( from pipe flow/friction loss chart) = 0.09 2 Friction loss in return pipe 2" @ 10 fps inch pipe per one foot @ 103 gpm ( from pipe flow/friction loss chart) = 0.16 3 4 Length of suction pipe 25 x Ft. of head per one foot of pipe 0.09 = 2.25 TDH in piping S Length of pressure pipe 25 x Ft. of head per one foot of pipe 0.16 = 4.00 TDH in piping — f TDH in piping 6.25 8 Other Loss In TDH ft. of head # Filter loss in TDH (from filter data sheet) 4.50 (from filter data sheet) 9 1f Main Drain 1.00 1.00 1 Heater loss in TDH (from heater data sheet) 0.00 (from heater data sheet) ! 1 Returns 3/4" 3.30 3.30 1 'Total all other loss 4.30 ----r- — Therapy Jet 0.00 27.72 0 Poo! Total Dynamic Head (TDH) 15 = . — Floor System 0.00 19.65 0 0 - 4, `Total 4.30 3 0 0 W - L d Pool Pump: Jandy FIoPro FHPM 1 hp - 2 sp _ s 100 Gallons Per Minute 15 Total Dynamic Head (TDH) a Pool Filter: Jandy CS200 Cartridge - Heater: Heatwave SQ110 Heat Pump Pool Paramount SDX High -Flow 0 0 Main Drain: 9 aft. ° Safety Drain Floor Installation @ 200 gpm max. flow