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Permit Pool Inground 1999 Selva Marina Dr 2010 s x '` CITY OF ATLANTIC OE CH �> > .�, 800 SEM ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number 10- 00001355 Date 11/30/10 Property Address 1999 SELVA MARINA DR Application type description SWIMMING POOL /SPA Property Zoning TO BE UPDATED Application valuation . . . • 54000 Application desc NEW POOL Owner Contractor PECK LEE H CLIFT & CO POOLS & SPAS 1999 SELVA MARINA DR. 7000 ATLANTIC BOULEVARD ATLANTIC BEACH FL 32233 (9CK)O85IL0E19 FL 32211 Permit BUILDING PERMIT Additional desc . INGROUND POOL AND SPA 140.00 Permit Fee . . . • 296.00 Plan Check Fee . Issue Date . . . • Valuation . . . • 54000 Expiration Date . . 5/29/11 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE REQUIRED INSPECTIONS: *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) Roll off container company must be on City approved list and container cannot be placed on City right -of -way. If on -site storage is required, a post construction topographic survey documenting proper construction will be required. Pool -- Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage feature (swale, structure or lagoon). 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 4.44 STATE DBPR SURCHARGE 4.44 UTIL REV MODIF OR ROW 25.00 Fee summary Charged Paid Credited Due PERMIT IS krA1346 & I1Q DANCE cEP PITY OF AT JMKCPEACH ORDINANCEQ %ND THE FLORIDA° 0 BUILDING CODES. „ CITY OF ATLANTIC BEACH fji ;'' ; ,F 800 SEMINOLE ROAD ' - ATLA BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 t J.i3lc) Page 2 Application Number 10- 00001355 Date 11/30/10 Plan Check Total 140.00 140.00 .00 .00 Other Fee Total 33.88 33.88 .00 .00 Grand Total 469.88 469.88 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r I ANSI /ASP -7 2006 Specifies three methods for determining the maximum systen flow rate. The following simplified TDH calculation is one of the methods specified. Sim lified Total Dinamic dead (TDH J Calculation Worksheet Determine Maximum System Flow Rate: Minimum . Flow Rote Required: 35 gpm Per Skimmer 1. Calculate Pool Volume: /4 / x 1 Li x 7.48 (gal. /cubic foot) _ /5,17 Z' (Surf. Ateo) (Avg. Depth) (vol in gal,) 2. Determine •preferred Turnover Time in hours: x 60 (min. / hr.) = i (Hours) (lumdver in Min ) 3. Determine Max Flow Rote: C .3 /71-- C ga = '7 7, 4 + �---" _ 77. c. (Vol if, go.) (Turnover Mins.) (Pool Flow Rate) (Feature Flow Role) (System Flow Rate) 4, Spa Jets: x 1 3 gpm per jet = 7 8r flow rote. (No of Jets) (Jet Flow) (Total Jet flow Rote) (For single pump pool /spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool & spa) qie Determine Pipe Sizes: Branch Piping to be z.,, S inch to keep velocity ® 6 fps max. at K gpm Maximum System Flow Rate. Trunk Piping to be 2.. inch to keep velocity ®8 fps max. at gpm Maximum System Flow Rate. Z Return Piping to be inch' to keep velocity ® 10 fps max. at / 0 > gpm Maximum System Flow Rate. • Determine Simplified TDH: 1. Distance from pool to pump in feet: 3 C) 2. Friction loss (in suction pipe) in 7 inch pipe per 1 ft. ® ' 2- gpm = , 1 (from pipe flow /friction loss chart) 3. Friction loss (in retum pipe) in °Z_ inch pipe per 1 ft. @ / 0 3 _gpm = . ) (.4 (from pipe flow /friction loss chart) - 4. S x / = (Len of Suet. Pipe) (0 of head /1 ft of Pipe) (TDH Suct. Pipe) , 5 . O x d 1(P - (Length of Return Pipe) (0 of heod /1 0 of Pipe) (TDH ReturPipe) W TDH in Piping: . , 8 1 SC h Filter loss in TDH (from filter data sheet): 4 /, Pipe Sty Heater loss in TDH (from heater dato sheet): / L , 1` 1.5' Total all other loss: 5 2.. :-.1 2 • 2.5' Total Simplified TDH: "'7 _ ../ 3 . 4" Selected Pump and Main Drain Cover s ' Pump selection(eHi a Luw, yp (c)e. using pump curve for Simplified TDH & System Flow Rate Pump model and site ir. Horsepower) 0b r 1 Main Drain Coverj',e„ ,t,; y i .,�.:: 4 System 3 FIow Rate must not exceed approved cover flow rate) (lAoke and MAoder) Notes: Minimum system flow based on min. flow per skimmer of 35 gpm. Determine the Number and Type of Required In -Floor Suction Outlets type of cover 0 0 Dual Main Drains '/ suctions outlets @ I / U j Igpm max. flow 3' -0" . - .. _ I .. _ I 0 ✓ Multi tvi ain Drains {{ suction outlets I @ gpm max. flow I I Channel Drain channel drain @ gpm w/ F.—Torts cal ms ' ' Check one. T - - o fa% - Head /n Feel Conv version Chad For each p imp Inches Mercury (Vacuum Gauge) � 0 z i s e to 12 14 16 la J Simnl:fied Total Dynamic Hood (ST Hl o o.o z.3 4s 6.a s.o 11,3 13,6 15.8 la.t sD3 Complete .S 1orksheet .- Fill in oil blanks. 1 23 4.s 6.8 11.4 11.4 13.6 15.9 ta,1 2D.+ 22.7 _ 2 4.5 6.9 9.1 11.4 13.7 15.9 18.2 20.4 227 26.D totel Cynomic. Ileac' fTDN1 3 6.9 92 11.5 13.7 16.0 113.2 20.5 22,8 25.0 27.3 I I Comp'eke Program or othdr ca Fill in required blanks an worksheet & a)cch coIculaticns ill 4 9.2 11.5 13.6 18.3 ta. 20.5 2 5.1 ® 27.3 33,9 tl, 5 11.5 13. 16.1 18.3 20.6 226 25.1 27.4 29.6 3T.3 6 13.9 16.1 18.4 20,6 22.9 25.2 27,4 29.7 319 34.2 , Maximum Flcw Copacifv 7 16.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 343 36.5 of the new or replacernenf pump. s 18.5 20.7 23.0 25.3 27.5 29.8 32.0 34.3 36.6 388 9 20-8 23.1 25.3 27.6 29.8 321 34_3 35.6 38.9 41.1 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 389 41.2 43.4 i 1 25.4 27.7 29.9 322 34.5 36.7 39.0 41.2 43.5 45.8 tiOt6S 12 27.7 30.0 32.2 34.5 36.8 39.0 41-3 43.5 45.8 48.1 0, 13 30.0 32 35.6 36.8 39.1 41.3 43.6 45.9 48.1 544 1. If o variable speed pump IS used, use the max. 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 504 527 15 34.6 36.9 39.2 41.4 43,7 45.9 482 50.5 52.7 55.0 pump flow in calculations. i 16 37.0 39.2 41.5 43.7 46.0 48.3 50.5 52.8 55,0 57.3 2. For side wall drains, use appropriate side wall drain 17 39.3 41.5 -4.3.8 46.1 48.3 50,6 528 55.1 57.4 59.6 18 41.6 4,18 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 flow as published by manufacturer. - 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2 3. In -Floor suction outlet cover /grate must conform to 5 21 485 50.8 53.0 55.3 57.6 59.8 628 64.3 66.6 6 66.5 most recent edition of ASME /ANSI A112.19.8 and be ° 50.8 -1 55.3 57.6 59.9 s21 64.4 ss_s 65 712 embossed with that edition approval. 23 53.1 55.4 57.7 59.9 62,2 64.4 66.7 69.0 712 73.5 • 24 55.4 57.7 6 0.0 62.2 64.5 66.7 69.0 71.3 73.5 75,8 4: Pump & Filter make, model and location can not 25 578 30.0 52.3 64.5 66.8 69.1 71.3 73.6 75.8 78.1 change without submitting a revised Ions and TDH 26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 p 27 I 624 64.6 66.9 69.2 71.4 73.7 75.9 78.2 80,5 82.7 worksheet. 28 64.7 66.9 69.2 71.5 73.7 76.0 78.2 80.5 828 85.0 29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 82.8 85.1 87.3 30 693 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.5 31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 92.0 32 73.9 76.2 78.4 80.7 83.0 85.2 87.5 89.7 92.0 94.3 33 76.2 .713.5 80.7 83.0 85.3 87.5 89.8 92.0 94.3 96.6 34 78.5 ' .80.8 83.1 85.3 87.6 89.8 921 94.4 96.6 98,9 35 80.9 83.1 85.4 87.5 89.9. 9Z2 94.4 i 96.7 98.9 101.2 NOTE FIELD 1DH MUST BE EQUAL TO OR HIGHER CIAO r 1- THAN THE CALCULATED TDH, and Friction Loss Per .F`ot 7 , - Jule 40 PVC Pi eO �� I Velocit - Feet Per /econd I 6 fps 8 fps 10 fps 16 gprn 0.14' 21 gpm 0.23' 26 gpm . 0.35' The followin cut sheets are included. 37 gpm 0.08' 50 gpm 0.14' 62 gprn 0.21' 9 62 gpm 0.06' 82 gpm 0.10' 103 gpm 0.16' . • • - . • - • -..- - .-- _. --- .---- _ _..._.. 88 gpm 0.05' 117 gpm 0.09' 146 gpm 0.13' El 138 gpm 0.04' 181 Pump Heater gpm 0,07' 227 gpm 0,10' 234 gpm 0.03' 313 gpm 0,05' 392 gpm 0,07' 534 gpm 0.02' 712 gpm 0.03' 60Filter ED Thearphy Jets Ei Main Drains Water Falls Other i�`k4 - Swimming Pool Specification For: Oo11 1 Ccn con Signature ig❑ L " S' : c._ C V. .. Cori- octO($ Printed Nome ` � C PG.. o y 6 la.la 3 C3nh]cUort Cert. Na. o _ - r � B .�S - �• vcl�f �' Cr.Iractora . olephone 14-1 j wow N Z 03O W 0 =•• Ili . fl. c� -0 'P C — o -\ 111 n Q 0 oo, 3�3c -4 , � CD � °- -0o � �o nW (D . :::::; cc N o K - O • CD N G v p v 3 -. 91 O0. o. — v � 0 b • 0 V o 3 G O' y J Ea N t • r an o om ts 2 CA r \ k t• 3 k 3 ft. 6 in. _� $ o m 11 Y a 3 'G 0 ft. 11 n a p •0 N � � 0 ft. 11 3 � ., - - -fn - a m Co GO O.11 = ft gin —> • —0 o CO .. 0 ft.9 -s i' _.... 0 _.. Q - C'Jc - —in. ; p 2i TO co 0 CD 3om fc -im Oft. x o � •o a r: 6 n) y6 tr+f g � ° O F m \/`-- W 1 co v ' m 3 °' cn_ 3 N. 0 o • 3 3 ' m 0 \ ' % @ 1 ft. 6 in_ ft. it.....\ ,, in. . o o ff:.: ::. . :::.. o 'O " • n D ( D o p o N� o om� o �T � _ @ N III • � c d • - R. �2 o-a -o N 3 . 3 -10 .... O C = o o-, C D ::;: n 3 p W C O �� 0 N _ �O1 o o - 13 .P 'l C 0 c w� 0 o -3m ( ° = m m co -° o m x g m p m rn h m PLAN VIEW Return Line - = ° . 2'x3'x8' Rock waterfall Wy, r� . +. <. p 3.5' De Main Drain ( lol Placement 41 30' 3" is Raised Deck +12" ■ 5' Deep 24' 7" Step Up +6" Skimmer _ `Y`` t� I , • \ Weep End Light 1 "� i Deep End Seatin; Bench t� CO IIIMOIWAillirill - ^^ ^1— j /' T Paver Existing Lanai n . Pool Equip 0 - , ' KrID / 1- \ NOTE CUSTOMER INFORMATION I have reviewed and I give my approval to NAME: Lee Peck 0_ -- CREATtNG A LESS STRESSFUL LIFESTYLE proceed with the construction of this project. } ADDRESS: 1999 Selva Marina Dr. LIF CITY: Atlantic Beach STATE: FL f � : COMPANY PHONE: 885 -2106 ZIP: 32233 POOL &, SPAS. INC. WORK: CELL: X , A__* ,k, h'''''''' Customer Date PLAN VIEW Pervious /Impervious Lot Coverage Calculations Total Lot: Driveway,sidev 1,. • fl... R � 90 3 ` l . Total House an C New Pool Deck: , Total Impervioi g ` J 10,844 Sq Ft/ 4 NOTE CUSTOMER INFORMATION ' L I have reviewed and I give my approval to NAME: Lee Peck V �1+_ -t.,, CREATING A LESS STRESSFUL LIFESTYLE proceed with the construction of this project. ,�-,) ADDRESS: 1999 Selva Marina Dr. C 1FT CITY: Atlantic Beach STATE: FL _ P C `' : COMPANY PHONE: 885-2106 ZIP: 32233 C '' ► , ° ` POOLS $ SPAS, INC. WORK: V CELL: E P X F Customer Date F IDH Cal ul #�f ... . J Total Head In Feel • For each pump � Can Ver,S'l Check one. Inches Mercu n Chan' ry (Vacuum Gauge) � .m°l.'Fed Total EP amie Heed ST)--1 o z i Eva 0 0.0 2 .3 66 .8 90 10 12 14 16 16 compl 5-DH Worksheet . Fill in al blanks, t 23 4.6 6s s,l ® ` 18.1 203 2 4.6 4 6 . l ® 13,6 �,� 20.4 Total Cvnomic heo (1 ®® ts.s 0 Comp'e[e Program or otl ca.cs. Fin in require,, 3 ss ® 16.6 �'� 227 2s_o r' 4 9.2 11.5 13.8 16.0 18,3 20,5 22.8 3 blanks an worksheet & atgcch calcufatICns 5 11.5 13.8 16.1 18.3 20.6 ® 25.0 27.3 29.6 r Maximum Flow Capacity 6 13.9 16,1 18.4 20.6 22.0 1 6.+ 2D.7 23.0 ® ®�� 29.6 31.9 of the new or replocemzn( pump 7 t6 .z ® ® 31..9 34.2 8 1 2 20.7 23.0 29.8 32.0 34.3 36,6 38®� 32.0 35 5 9 20.8 23.1 ® 7 . 5 29.8 .8 27.6 29,8 ® 38.9 41.1 10 23.1 25.4 27.6 29.9 ih2t � 11 ® 29.9 ® 36 7 �� 4�5� 12 ® 30_D 32.2 �i 36.7 ® 322 36.8 39.0 41.3 ® 45.8 48.1 1. If a variable speed pump is used, use the max d' 13 30.0 3 33-6 36 39.1 43.6 14 32.3 34.6 36.9 39.1 41.4 43.6 ® 48_t MN ri pump flow in calculations. 15 34.6 ass 39,2 41.4 `� � 50.4 KM E 16 37.0 39.2 41.5 43.7 ® 48 ® �.o 55_0 ?. For side wall drains, use appropriate side wall drain m 1 8 41.6 43.a �R' Lamm ss.o was m i 41.5 43.8 46.1 48.3 50.6 528 ®® 59.6 flow as published by manufacturer. 18 46.1 48.4 50.6 s2.9 ri 19 43.9 46.2 48.4 50.7 52.9 55.2 �� _7 61.9 i. In -Floor suction outlet cover /grate must conform to 20 46'2 48.5 50.7 53.0 �..�.N •2 most recent edition of ASME /ANSI A112.19 - and be ° 21 7 ® tee 53D� ®s 6s ® ss5 22 50.8 53.1 55.3 57.6 59.9 62.1 66.6 68.9 embossed with that edition approval. 23 ® 57.7 sss 52.2 64.4 s bas ISM • Pump & Filter make, model and location can not 24 ® 57'7 6o.0 62.2 54.5 66.7 69.0 ® 75.8 ®: change without submitting a revised plans and TDH 25 57.8 60 -0 62.3 64.5 66.8 69.1 !� 26 60 62.3 64.6 66.8 71.4 71.4 ® •'s 78 .7 worksheet. 28 64.7 66.9 69.2 71.5 73.7 76.0 782 80.5 27 62.4 64.6 66.9 69.2 71,4 737 75.9 7® 78•1 80.4 ® 85.0 29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 828 all 873 30 69.3 71.6 73.8 76.1 78.3 80.6 829 85.1 87.4 89.6 31 71.6 73.9 76.1 78,4 80.7 82.9 852 87.4 89.7 92.0 32 73.9 76.2 78.4 80.7 83.0 85.2 87.5 89.7 92.0 um 33 76.2 .78.5 80.7 83.0 85.3 87.5 89.8 92.0 94.3 96.6 r- 34 78.5 ' .80.8 63 1 653 87.6 89.8 94.4 96.6 98.9 35 80.9 83.1 85.4 87.6 89.9. 922 IMEMMI 98.9 1012 ; NOTE FIELD TDH MUST BE EQUAL TO OR HIGHDR CA-‘6 fit° 1•.- Ti A THE CALCUL ATED TDH, 1i 1 •$ 0 • _ r1p0 3 le 40 PVC Pi ee -°' vel Feet Per econd 6 f.s 1 L7E��II� f ,s f.s 16 ..m 0.14' 0.23' 0.35' The following cut sheets are included. 37 ..m 0.08' 50 ..m 0.14' 62 .. 62 •.m 0.06' 82 • •m 0.10' 103 ..m 0.11 66 0.' ' 38 ..m 0.05' N �� 0.07' 0.09 sem 38 ..m 0.04' 0.1 �'�] Effri D,iD' L.R Pum Heater 34 .• m 0.03' Effrall 0,05' 392 •'m 0.07' 34 gpm 0.02' EMI 0.03' -- Irj Filter ®Thearphy Jets Main Drains GWater Falls Other • • // zQ;o 1 Swimm Pool Specif For: • • • • Cortoctors Pr , No f11 e ;I CPL 05 G �c • coal Ceri. No. t o; ors ,ze For one 1 v — c.... 1 , r ' „ r t° J7.4,,,,-., ' r 1 ANSI /ASP -7 2006 Specifies three methods for determining the maximum system flow rote. The following simplified TDH calculation is one of the methods specified. Simp lified Total D n•amic Head TDH Calculation Worksheet Determine Maximum System Flow Rate: I Minimum , Flow Rate Required: 35 gpm Per Skimmer 1. Calculate Pool Volume: 1 147 x 1 4 1 x 7.48 (gal. /cubic foot) = 1 7 7 .- (Surl. Area) (Avg. Depth) (V ol i gol.) 2. Determine preferred Turnover Time in hours: x 60 (min. / hr.) = i ° (Hs)(Hour i (Turnover in Min ) 3. Determine Max Flow Rote: ( 3`77 / II KO = '7 7,d- = '77.c. (Vol A gal_) (Tumo+er 4Ains.) (Pool now Rote) (Feature Flow Role) (System Flow Rote) 4, Spa Jets: ( x 1 gpm per jet = 7t flow rote. (No of Jets) (Jet flow) (Total Jet flow Rate) (For single pump pool /spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool & spa) Determine P•pe Sizes: e, Branch Piping to be S inch to keep velocity CAP 6 fps max. at gpm Maximum System Flow Rate. Trunk Piping to be Z. inch to keep velocity ® 8 fps max. at 2 p y p gpm Maximum System Flow Rate. Return Piping to be Z inch to keep velocity ® 10 fps max. at 105 _ gpm Maximum System Flow Rote. 4 Determine Simplified TDH; • 1. Distance from pool to pump in feet: f . . 0 2. Friction loss (in suction pipe) in Z, inch pipe per 1 ft. ® R 2- g pm = , 1 (from pipe flow /friction loss chart) 3. Friction foss (in return pipe) in 'Z inch pipe per 1 ft. ® / 0 3 _ gpm = , j (from pipe flow /friction loss chart) L. 4. 3 x v I = 3 (Len of Suet. Pipe) (0 of head /1 fi of Pipe) (TDH Suct.Pipe) 5. 30. ( x • / = "1/ , (Length of Return Pipe) (0 of head /1 fi of Pipe) (TOR Return Pipe) TDH in Piping: , 0 ��u Schedu Filter loss in TDH (from filter data sheet): 4 1. Z.. _ Heater loss in TDH (from heater data sheet): / L. c,9 �P L5: Slza Total all other loss: .5 2 _ =i Total Simplified TDH: Selected Pump and Main Drain Cover Pump selection /' �a` y,4 j ( r 1a. using pump curve for Simplified TDH & System Flow Rote (Pump model and size in Horsepower) 00) 3 c Main Drain Coveft.J.; . Sher ',,t4 System Flow Rate must not exceed approved cover flow rate) (lAoke 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 444 � O type of cover 0 Dual Main Drains 1.-/ suctions outlets @ I / 0 3 Jgpm max. flow 3' - 0" 4 P I. _ LJ Multi Maln Drains 1 suction outlets @ Igpm max. tlow 1 Channel Drain I ' channel drain @ I gpm w/ n .........s d Notes - GENERAL DESIGN REQUIREMENTS: - Slides shall meet the manufacturer's installation requirements. - Entry/Exit: required at the shallow end & at the deep end if over 5' deep. Acceptable are stairs (10" minimum tread with 240 square inch min. area, 12" max riser with intermediate treads & risers uniform). Ladders, underwater seats & swim outs will be max. 20 inches below water. - Circulation systems, components & equipment shall comply with NSF 50. -The maximum turnover rate is 12 hours. "ENV Return Line - Filters shall have an air release and pressure gauge. -Pumps 3 hp & less shall meet ANSI /UL 1081 corrosion resistant with strainer & meet the required flow. - Surface skimmers shall meet NSF 50 & there shall be one for every 800 sqft of surface area. 6' Spa +12" - Return inlets shall be a minimum of one for every 600 soft. of surface area. - Heater shall meet ANSIZ21.56 or UL 1261 or UL 559. ..---; -Disinfectant equipment shall comply with NSF 50. - Pressure test piping at 15 psi for 30 minutes or meet local code if greater. I � 2 � n Special Spa Requirements - Maximum water depth = 4 feet & Maximum seat depth = 28 inches 2 eturn Line -Floor Slope 1:12 4 Steps: min. tread 10" x 12 ", 7" minimum riser with 12" maximum riser except the bottom step may be 14" i anning Ledge if it is the seat. .4 , 1 " - Intermitently it shall have 1 hour turnover. If continuous, a 6 hour turnover. Umbrella Sleeve - Maximum temperature to be 104 degrees. -Meet ANSI /NSPI Article XVII, safety instruction /safety signs. Pool Steps - Pressure test piping at 25 psi for 30 minutes or meet local code if greater. Return Line Electrical Requirements Cleaner Line - Wiring and bonding & all electrical to NEC Art. 580 or Local Code o -No outlet or overhead power within 10' if within 15' protect by GFI. '� - Transformers min 10' from pool, 8" above water, 3 box 4' from pool, brass to 3 box or transformer, which f ever is first except where PVC is approved. I Florida Building Code 424 -2 The pool contractor is responsible for furnishing all detail design requirements for each individual pool in accordance with the Florida Building Code, & all construction shall meet all appicable codes including plumbing, electrical and gas. Piping shall be sch. 40 PVC, NSFpw, Max. pressure velocity 10 FPS, suction 6 FPS. The pool plan shall show the design plumbing as per the sample with the information required, shown. Main Drain plumbing shall be two drains seperated by 3' with approved ANSI /ASNE A112.29.8M covers. As an alternate, the approved drains may be placed on different plains. The two drains shall have a common suction line. Suction grates may be used if approved at a maximum of 1.5 FPS & the suction piping is recessed from the grate, the distance equal to the suction pump size. In addition, a safety vacuum release system must be installed. This ma consist of an air release system. The vent pipe shall be tied to the main drain lines, sized the same as the main drain suction line & brought back to the filter location, elbowed up and over with a grate for protection & labeled "Safety Vent ". As an alternate, the _ Safety Vacuum Release System (SVRS) may be an approved valve meeting IAPMU IGC 160- 2001a. Skimmers do not require protection & may be designed for 30 GPM suction. The following shall be labeled with red label marker tape at the filter location: pipes, valves, "Safety Vent" or "Safety Device" & pump(s) Off switch. Main Drain covers will comply with ANSI /APSP -7 suction entrapment avoidance standard. It has been certified that these design requirments are compliant with the Florida 2007 Building Code 424 -2, ANSI /APSP 2007, standard for permanantly installed Spas & ANSI /NSPI -7 2007 standard for residential in- ground swimming pools. Pool Specifications Spa Specifications Additional Specifications Additional Notes igth: 30' _ength: 6' Round__ Gas Tank By: Others ._„ ____ dth: 15' Vented By: Others pth: 3.5' to 6' Nidth: __ __ -- Electrical By: Clift & Co. DOORS AND WINDOWS TO rimeter: 89 Ln Ft Depth: _ Timer: Easy Touch 4 function Controller POOL AREA TO BE ALARMED TO ping: Pieces Coping: w /wireless remote _ CODE. ck SqFt: 1032 sq.ft. inc. Lanai ✓ertical Material: Skimmer(s): 1_ Size 2" - — Main Drains: 2 Size 2" iter Feat aterfall Interior Material: — Return Lines: 4 Wall Returns Area around Pool Area will be Water Feature: Spillover Stnd- Lighting: Pool: 1 White Light Screened to Code. __ ater: Shares Spa -rip Size: 2_0 Pentair Whisper Flow Chlorinator: Pentair Salt Yes IC -40 Pump Size: Shares Poo D eck By: Cliff & Co. All barrier codes will be Met. _ ----- er Type: 200 sq.ft. Clean & Clear Heater: 400,000 BTU Gas Heater ____ Deck Drainage: Away from Pool of Surface: 467 sq.ft. • Notes - GENERAL DESIGN REQUIREMENTS: - Slides shall meet the manufacturer's installation requirements. - Entry/Exit: required at the shallow end & at the deep end if over 5' deep. Acceptable are stairs (10" minimum tread with 240 square inch min. area, 12" max riser with intermediate treads & risers uniform), Ladders, underwater seats, & swim outs will be max. 20 inches below water. - Circulation systems, components & equipment shall comply with NSF 50. -The maximum turnover rate is 12 hours. - Filters shall have an air release and pressure gauge. -Pumps 3 hp & less shall meet ANSI /UL 1081 corrosion resistant with strainer & meet the required flow. - Surface skimmers shall meet NSF 50 & there shall be one for every 800 sqft of surface area. - Return inlets shall be a minimum of one for every 600 sqft. of surface area. - Heater shall meet ANSIZ21.56 or UL 1261 or UL 559. - Disinfectant equipment shall comply with NSF 50. 10,844 Sq Ft - Pressure test piping at 15 psi for 30 minutes or meet local code if greater. Special Spa Requirements Iks,patios: 898 Sq Ft - Maximum water depth = 4 feet & Maximum seat depth = 28 inches -Floor Slope 1:12 3332 Sq Ft Steps: min. tread 10" x 12", 7" minimum riser with 12" maximum riser except the bottom step may be 14" 682 Sq Ft if it is the seat. - Intermitently it shall have 1 hour turnover. If continuous, a 6 hour turnover. - Maximum temperature to be 104 degrees. sArea: 4,912 Sq Ft -Meet ANSI /NSPI Article XVII, safety instruction /safety signs. - Pressure test piping at 25 psi for 30 minutes or meet local code if greater. 112 Sq Ft = 45.29% Pervious Coverage Electrical Requirements - Wiring and bonding & all electrical to NEC Art. 580 or Local Code -No outlet or overhead power within 10' if within 15' protect by GFI. - Transformers min 10' from pool, 8" above water, J box 4' from pool, brass to 3 box or transformer, which ever is first except where PVC is approved. Florida Building Code 424 -2 The pool contractor is responsible for furnishing all detail design requirements for . each individual pool in accordance with the Florida Building Code, & all construction shall meet all appicable codes including plumbing, electrical and gas. Piping shall be sch. 40 PVC, NSFpw, Max. pressure velocity 10 FPS, suction 6 FPS. The pool plan shall show the design plumbing as per the sample with the information required, shown. Main Drain plumbing shall be two drains seperated by 3' with approved ANSI /ASNE A112.29.8M covers. As an alternate, the approved drains may be placed on different plains. The two drains shall have a common suction line. Suction grates may be used if approved at a maximum of 1.5 FPS & the suction piping is recessed from the grate, the distance equal to the suction pump size. In addition, a safety vacuum release system must be installed. This ma consist of an air release system. The vent pipe shall be tied to the main drain lines, sized the same as the main drain suction line & brought back to the filter location, elbowed up and over with a grate for protection & labeled "Safety Vent ". As an alternate, the Safety Vacuum Release System (SVRS) may be an approved valve meeting IAPMU IGC 160- 2001a. Skimmers do not require protection & may be designed for 30 GPM suction. The following shall be labeled with red label marker tape at the filter location: pipes, valves, "Safety Vent" or "Safety Device" & pump(s) Off switch. Main Drain covers will comply with ANSI /APSP -7 suction entrapment avoidance standard. It has been certified that these design requirments are compliant with the Florida 2007 Building Code 424 -2, ANSI /APSP 2007, standard for permanantly installed Spas & ANSI /NSPI -7 2007 standard for residential in- ground swimming pools. Pool Specifications Spa Specifications Additional Specifications Additional Notes ngth: 30' Gas Tank By: Others dth: 15' _ength: 6' Round Y� —.— - -- - - - -- Vented By: Others _ Nidth: _- pth: 3S to 6' — Electrical By: Clift& Co. DOORS AND WINDOWS TO Depth: POOL AREA TO BE ALARMED TO rimeter: 89Ln Ft - - - -- Timer: Easy Touch 4 function Controller ping: Pieces Coping: __ w /wireless remote CODE. ck SqFt: 1032 sq.ft. inc. Lanai Jertical Material: Skimmer(s): 1 __Size 2" _ Interior Material: Main Drains: 2_ Size 2 °____ Area around Pool Area will be titer Feat Return Lines: 4 Wall Returns _ Water Feature: Spillover Stnd- Lighting: Pool: 1 White Light Screened to Code. titer: Shares Spa mp Size: 2.0 Pentair Whisper Flow — Chlorinator: Pentair Salt Yes IC -40 -- Pump Size: Shares Pool Deck By: Clift & Co. All barrier Codes will be met. er Type: 200 sq.ft. Clean & Clear Heater: 400,000 BTU Gas Heater Deck Drainage: Away from Pool of Surface: 467 sq.ft. 1 1,ay ; . City of Atlantic Beach APPLICATION NUMBER i-, Building Department '� (To be assigned by the Building merit.) • � 'i 800 Seminole Road /D / Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 • Fax (904) 247 -5845 g p @ Date routed: ' u r� yH E -mail: buildin de t coab.us City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: i 7 -/ % : ' /vet- — 1)204 ?L - Departm nt review required Yes No , Planning & Zoninij Applicant: (� Tre Ad.. strator ,� � mt� Project: Aik Gc) "O e L- Public Work,} ublic Utilities Public Sat ty Fire Services Review fee $.. 3 A k :7 ; S Dept Signat are E Review or Receipt Date Other Agency Review or Permit Required 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: ixu tediadixei..) / . _ / BUILDING / �� PLANNING ZONING , Reviewed by: OA/a-4 '� Date: / TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: nApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 ova.t. City of Atlantic Beach APPLICATION NUMBER ;ti Building Department (To be assigned by the Building ep ment.) 800 Seminole Road / Atlantic Beach, Florida 32233 -5445 Phone (904) 247 -5826 • Fax (904) 247-5845 r 3 !.)1 E -mail: building- dept @coab.us Date routed: / u v City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: , / 9 % .. J Y /(' ' (fix/ 4 • - •' ent review required Ye No Buil•'•• f Applicant: &/' 1 tit n70401-7- Planning & Zoning] Tre istrator Project: /V k jt) D d Public Work ublic Utilities Public Safiety Fire Services Review fees, x De t� n a p ry . 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: Ecproved. ❑Denied. (Circle one.) Comments: BUILDI G PLANNING & ZONING Reviewed by: / 1 r Date: 1 / O p " TREE ADMIN. Second Review: @Approved as revised. ODeni d. 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 ;s= -,-„,, City of Atlantic Beach -- IF y e.` APPLICATION NUMBER s y Building Departmen =� ' (To be assigned by the Building Depa ment.) rt; ' :� 800 Seminole Road NOV 0 9 2010 1 `Q _/3 c j ) Atlantic Beach, Florida 32233 -5445 i Phone (904) 247 -5826 • Fax (904) 2 /� cos E -mail: building- dept @coab.us $ Date routed: i "l U / City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: i " ( 7 e % J Y ?7) a 4 d ___ __Department review required Yes No Applicant: &/// /1,/ /f1 (Planning & Zoning Treg.Adricunistritor Project: /✓k Lt) "D d (Public Work$) ublic Utilities j Public SaTety Fire Services Reulew feel $ , ` 7 : ;' ' De t Signature , 0, x 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: pproved. ❑Denied. (Circle one.) Comments: ((( ``` BUILDING PLANNING & ZONING s Reviewed by: Date: Cl- / — to TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. P j f WORK 4 Comments: PU:LIC U 1 1 I # • iU PUBLI S A ETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. [I]Denied. Comments: Reviewed by: Date: Revised 05/14/09 Public Utilities Plan Review Comments Initials: Date: l k q 10 rn Application Permit #: (0 - 35 � Project Name/Address: 1 � � � ��Vit- j1 ' nA- Check Box Comments to Mdd Applicai:ian Tracking :Comment Avoid damage to underground water /sewer utilities. eld coordination 1 LS nneeded call call ❑ location of utilities. Hand dig if necessary. 247 -5834. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. ❑ A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Clean.out to be set e t d o e an visible. be irrigation A reduced pressure zone backflow preventer must be preventer must be ❑ provided or if there is a private well on the property. Backflow P tested b a certified tester and a co •y of d results sent to Public � . installed Plans note the building will be nnsprinkl P must be metered with a Sensus touch -read meter in a properly sized vault and an ❑ appropriate ro riate backflow preventer installed. BackElow preventer must be tested by a certified tester and.a co •y- .of_the results sent to Public TJtilities. If fire sprinkler system is provided, contact require heckbac�l.owor ❑ backflow requirements. At a minimum, q .reverter. ❑ Fire lines must be metered with a Sensus touch -read meter. Meters larger than must be installed in a vault as noted in 7EA specifications. 0 0 ❑ Creating a Less Stressful Lifestyle! compANY PODLS &SPAS INC. Phone: (904) 855 -0019 Fax: (904) 855 -0698 Atlantic Beach Building Permit Lee Peck Residence 1999 Selva Marina Dr Atlantic Beach, F132233 November 4, 2010 Aplication Index Group R -3 Complies with 2007 Florida Building Code, 2008 National Electric Code, 2007 Fire Prevention Code and COAB Code of Ordinances 1) Permit Application 2) Detailed Plans of Pool and Deck to be Constructed 3) Survey of Property showing pool and deck location with all set backs marked 4) Detailed structure diagram, Detailed Anti entrapment plumbing diagram, Detailed underwater light diagram 5) Steel Diagram 6) Detailed footer diagram 7) Total Dynamic Head Pump Calculations 8) Construction Site Management Plan 9) Pervious /Impervious Calculations Designer: John Hull Phone #855 -0019 Ce11 #237 -2329 Clift and Company Pools and Spas Inc. 7000 Atlantic Blvd Jacksonville, Fl 32211 MAR SHOWING BOUNDARY SURVEY OF LOT 5 ACCORDING V�J RDDING TOO n THE n PLAT OF SELV //�� 1` I i U ' c 1 T ONE AS RECORDED IN PLAT BOOK 39 , PAGE(S) 94, 94A, AND 94B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: LEE H. PECK, AILEEN KATHRYN JOHNSON, OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, AND KEITH WATSON TITLE SERVICES, INC. S 03 °49'10 " E 90 00' (R) LOT 9 1/2" LOT 7 ASSOC BAR 1 S 03'50'16" E 90.00' (M) LB.5488 LOT 8 1'1' 1/2" 0.91 0.1' PLS.339 f2'x - ❑ ❑ ❑-❑ ❑ 0 -- 1 1 0 ❑ ❑ ,/ ❑ --/ 0 5 3 (..' -1 0.3' 0.4 17 5' p eep 3.5' Detri � 0 0 ' = IC', u .. LOT 6 ` F, 30' 3" N �i LOT 4 11L � Q JED d n.0 -N Cil 0 7.0 M t% Pool Equip 2 S CREENED pj o WOOD DECK 7'1, WOOD o ti N ;r /rSTEPS o N ti 1 STORY BRICK & FRAME 7.1' W 0.8' o NO. 1999 YARD FRAME WELL ❑ STORAGE TILE 10 0 2 7 o ' *° O 0 15.4' ° i 7 ^ PORCH A/c c ZZ1 0 VINYL J 10.5' ® �t 6.6'd co 1•8 a PAD 13.1' El �o 2 FENCE r BRICK a •GONG 0.2' (0 ; L PLANTER 1.7' 1.7' 1.7' di BRICK / 18.1' \ 'v COLUMNS . m •� 12.6' v & WALLS . ° ° Additional Notes `� CONC. .e WALK b iA 1/2" N: • CONC. N CAP DRjVE UNREADABLE DOORS AND WINDOWS TO POOL AREA TO BE ALARMED TO fp.. �� CODE. . cM / N0 .3398 AD . ! • � 'a, P.T. R= 2814.79' Area around Pool Area will be BE4RING REFERENCE LINE . • L =7.72' (M) _ — Screened to Code. N 03'49'10" W 82.39' (M) N 0,723'37" W N 03 °49'1®" PT 8,2.33' (R) -0• . �: , � ./V 03 ° 3� ' 7.72' (M) S1 " � All barrier codes will be met. , / ..• (R) _ S 1.5' CURB Sc GUTTER �� SEL f� A //7A R/ A DR! Y = 3 0' (too' R /w) FLOOD ZONE "X" - AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN / FLOOD ZONE "X (SHADED)" m AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE IMTH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. J R v E Y 0 R S 1. BEARINGS ARE BASED ON �� T B 339, PAGE 94A 2 BEST DETERMINED FROM F.EM.A HEREON FLOOD M LIES APS PANEL NO. FLOOD 1 DATED 04/17/1989 A SSOCIATED �l1RVEYORS INC. 3. THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, Return Line 1; V i ` 2'x3'x8' Rock waterfall �'i.: `•..`' . ,., is'�` �4.: .•.:� ;, j 3.5' Deed y ,.. ,,,, 4 i Main Drain : 5, 30' 3 +12" ' Deep 1—i ` 24' 7 Step Up +6" * Skimmer — f White Light I ' _� Deep End Seating Bench - ` r – �,1 l i r ,,, Paver Existing Lanai • ' II • Pool Equip C This a i zoning. sub development rol approval for the with Florida Bulk local, Beach Building t Building Permit. Mprored Sr.. uo Data:.,.... _...,f I NOTE CUSTOMER INFORMATION I have reviewed and I give my approval to NAME: Lee Peck L CREATING A LESS STRESSFUL LIFESTYLE proceed with the construction of this project. ADDRESS: 1999 Selva Marina Dr. 1 CITl: Atlantic Beach STATE: FL ' • � COMPANY PHONE: 885-2106 ZIP: 32233 _— 1 i ' POOLS 8 SPAS, INC. WORK: CELL: i I°>, r X Customer Date Willitill Notes - GENERAL DESIGN REQUIREMENTS: - Slides shall meet the manufacturer's installation requirements. - Entry/Exit: required at the shallow end & at the deep end if over 5' deep. Acceptable are stairs (10" minimum tread with 240 square inch min. area, 12" max riser with intermediate treads & risers uniform). Ladders, underwater seats, & swim outs will be max. 20 inches below water. - Circulation systems, components & equipment shall comply with NSF 50. /IIII�� -The maximum turnover rate is 12 hours. S - -- ; Return Line - Filters shall have an air release and pressure gauge. _, -Pumps 3 hp & less shall meet ANSI /UL 1081 corrosion resistant with strainer & meet the required flow. - Surface skimmers shall meet NSF 50 & there shall be one for every 800 soft of surface area. , k fer-I 6' Spa +12" - Return inlets shall be a minimum of one for every 600 sqft. of surface area. - Heater shall meet ANSIZ21.56 or UL 1261 or UL 559. y '4 6' equipment shall comply with NSF 50. - Pressure test piping at 15 psi for 30 minutes or meet local code if greater. I n 2 Special Spa Requirements - Maximum water depth = 4 feet & Maximum seat depth = 28 inches 0 . eturn Line -Floor Slope 1:12 't � Steps: min. tread 10" x 12 ", 7" minimum riser with 12" maximum riser except the bottom step may be 14" 100 �/ Tanning Ledge if it is the seat. 4r- - I Elntermectrical itentRequirements ly it shall have 1 hour turnover. If continuous, a 6 hour turnover. Umbrella Sleeve - Maximum temperature to be 104 degrees. Pool Steps Pressure test piping at 25 psi for 30 minutes or meet local code if greater. Return Line Cleaner Line - Wiring and bonding & all electrical to NEC Art. 580 or Local Code •. -No outlet or overhead power within 10' if within 15' protect by GFI. '� - Transformers min 10' from pool, 8" above water, 3 box 4' from pool, brass to 3 box or transformer, which it 1 ever is first except where PVC is approved. Florida Building Code 424 -2 The pool contractor is responsible for furnishing all detail design requirements for each individual pool in accordance with the Florida Building Code, & all construction shall meet all appicable codes including plumbing, electrical and gas. Piping shall be sch. 40 PVC, NSFpw, Max. pressure velocity 10 FPS, suction 6 FPS. The pool plan shall show the design plumbing as per the sample with the information required, shown. Main Drain plumbing shall be two drains seperated by 3' with approved ANSI /ASNE A112,29.8M - Atlantic Beach covers. As an alternate, the approved drains may be placed on different plains. The two drains shall have ZOninp Depart a common suction line. Suction grates may be used if approved at a maximum of 1.5 FPS & the suction piping is recessed from the grate, the distance equal to the suction pump size. In addition, a safety ' " witf'PPUCeble vacuum release system must be installed. This ma consist of an air release system. The vent pipe shall be 1 and other local land tied to the main drain lines, sized the same as the main drain suction line & brought back to the filter ins, but does not constitut e location, elbowed up and over with a grate for protection & labeled "Safety Vent ". As an alternate, the axe of permits, fety Vacuum Release System (SVRS) may be an approved valve meeting IAPMU IGC 160- 2001a. dere and all other a pliance pPHoable Skimmers do not require protection & may be designed for 30 GPM suction. The following shall be labeled sipnaturre ui : • is with red label marker tape at the filter location: pipes, valves, "Safety Vent" or "Safety Device" & pump(s) Prier b dY of tic Off switch. Main Drain covers will comply with ANSI /APSP -7 suction entrapment avoidance standard. a It has been certified that these design requirments are compliant with the Florida 2007 Building Code _ .t .........42...... / =, 424 -2, ANSI /APSP 2007, standard for permanantly installed Spas & ANSI /NSPI -7 2007 standard for �'s�.. T ,, residential in- ground swimming pools. Pool Specifications Spa Specifications Additional Specifications Additional Notes ngth: 30' Gas Tank By: Others _ength: 6' Round Y� _ _ dth: 15' Nidth: Vented By: Others pth: 3.5' to 6' _ Electrical By: Clift & Co. DOORS AND WINDOWS TO rimeter: 89 Ln Ft Depth: Timer: EayTouch 4 function Controller POOL AREA TO BE ALARMED TO ping: Pieces Coping: w /wireless remote -_ CODE. ck SgFt: 1032 sq.ft. inc. Lanai Jertical Material: _ Skimmer(s): 1 Size 2" iter Feat ' • • • Interior Material: Main Drains: 2 Size 2" Return Lines: 4 Wall Returns Area around Pool Area will be ater: Shares Spa Water Feature: Spillover Stnd-Lighting: Pool: 1 White Light Screened to Code. np Size: 2.0 Pentair Whisper Flow Chlorinator: Pentair Salt Yes IC -40 Pump Size: Shares Pool Deck By: Clift & Co. All barrier codes will be met. er Type: 200 sq.ft. Clean & Clear Heater: 400,000 BTU Gas Heater Deck Drainage: Away from Pool DI Surface: 467 sq.ft. MAP SHOWING BOUNDARY SURV �n g� LOT J� 5 ACCORDING TO n TH • • • v� 1�, '41 �i1 ®i 1 T � LVJ h 'I �� ti t • f Zoning Departmen • AS RECORDED IN PLAT BOOK 39 , PAGE(S) 94, • `�sat�v��Ocomptia ce C w U ith a pn a - PUBLIC RECORDS OF DUVAL COU �1�qi LOe#?vh&Aision and other tocai t an• CERTIFIED TO: development regulati but does not constitut- LEE H. PECK, AILEEN KATHRYN J 1 'j� for the issuance of permits. Com iti ildode applicabt- O • LD REPUBLIC NATIONAL TITLE INSU• ■ n i, D gAQ1d�� Buing eder permitting and all other requirement AND KEITH WATSON TITLE SERVIC' ®ea� prior to th the issuance ot Building Permit. Approved By: –, / onyp Date: ' e e •,ent ,' • -•:r.. S 03 °49'10" E 90.00' (R) LOT 9 1/2" REBAR 1 S 03'50'16" E 90.00' (M) 1 LOT 7 ASSOC SURV 0 1.1' LB.5488 LOT 8 I 1 0.9' 0.1' PLS.339: 12'X r2" • t' - ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ ❑ ❑ 0.4 IV .) 5' ∎eep 3.5 De :,i�, D.3' ❑ 0.7 r �' = 1 C '• l � : C LOT 6 / . 00 s N LOT 4 I 1G i? 19.8' O ! ❑ I —il JED \ it zt.0 •-� � 7.0' 1� ❑ O Pool Equip 'J ~— SCREENED ° ❑ WOOD DECK 7 ' 1 ^ WOOD ti N ;, /STEPS N ti 4' 1 STORY ° ° BRICK & FRAME 71' w W 0.8' ❑ NO. 1999 YARD FRAME --WELL ❑ STORAGE TILE b lo 0 2.7' ' 7 O 15.4' a ^ 7.2' - PORCH `V r---1 P O 4 2 VINYL 10.5' .__.._ . 6.6'4 co 11.8, 0— — 2 `ti FENCE li!� C D BRICK a GONG 0.2' �. LI PLANTER 1.7' 1.7' 1.7 a�i qt BRICK / 18.1' 4- COLUMNS • m .lo " 12.6' .F & WALLS o ..o ¢ Additional Notes CONC. • a WALK 1'0 - 2a 1/2" • t i CONC. N CAP DRIVE • UNREADABLE DOORS AND WINDOWS TO . POOL AREA TO BE ALARMED TO CODE_ N0.3398 AD , , • • Q , P.T. R= 2814 Area around Pool Area will be BEARING REFERENCE LINE . :. • • L=7.72' (M) . Screened to Code. N 03'49'10" W 82.39' (M) •. <.: N 03'23'37" W N 03 °49'10" W 8,2.33' (R) 7.72' (M) FT All barrier codes will be met. N 03 °30'51 " /•.`.. • • 7.67' (R) • 1.5' CURB & GUTTER 1" SEAL VA MARINA DRIVE = 30' _. ,.,.,�� (goo R /w� FLOOD ZONE "X" s AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN / FLOOD ZONE "X (SHADED)" • AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL , CHANCE WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR 'MTH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. E Y 0 GE!MIERAL NOTE3 J Fk % R S 1. BEARINGS ARE BASED ON PLAT BOOK 39, PAGE 94A 2. STRUCTURE NO. 1999 SHOWN HEREON LIES WITHIN FLOOD ZONE X AS A SSOCIATED SURVEYORS INC. 3. THIS IISE A R SURFACE SURVEY THE �UNDER F S B. Pump Curves 140 - W 140 WhisperFlo w WhisperFlo ~ Q 120 Full-Rated Q 120 Full -Rated W o Characteristic Curve Characteristic Curve 60 Cycle -1 Phase 60 Cycle -1 Phase LU 100 ..�� ._` 3550 RPM 1 : 1 100 3450 RPM ILI z 80 1011 1111111� � � 960��IIII•SI z -.6-■....,„ � O RPM AO .1�,�',r'�M�1111�WF3hp w 60 i ��11�,1♦�,� 0 40 i ��0 �� W z 1750 RPM WFDS -8 J 0111111111111111 2 WF hP. 1.5hp i 20 I WFDS 8 W1DS 2hp a �� fi hp .75hp 1111 .4 1/ 0 1 I t 1 0 0 WFDS -6 3/16hp 1 1 I-- 0 20 40 60 60 100 120 140 160 0 20 40 60 60 100 120 140 160 FLOW RATE IN GPM FLOW RATE.IN GPM Single Speed Models Dual Speed Models SAVE THESE INSTRUCTIONS. n OIAI /t7 -WIC] 2. The pressure gauge should indicate pressure when the system is operating. 3. The pressure gauge should be readable and not damaged in any way. 4. Replace the pressure gauge if it is not meeting the requirements of items D.1 through D.2 of this section, above. SECTION IV. TECHNICAL DATA A. Filter Pressure Loss Chart. B. Flow Rate Table. Residential Commercial Filter Pressure Loss Maximum Cartridge Maximum Cartridge 3.0 Flow Rates Flow Rates 4 . -._... ... -.. _.._._...- ... -.._ _Product # sq. ft. GPM GPH 6 hour 8 hour GPM GPH 6 hour 8 hour 160314 50 150 50 150 3,000 1854,0,000 00 2472,0,000 00 19 56 13,140 6,840 160 9,120 880 a 160315 160317 75 75 49,0,500 00 27,000 36,000 28 1, 10,080 13,44 26, 160316 100 100 6,000 36,000 48,000 38 2,280 13,680 18,240 a 1.6 360 20, : -- - -•- _ 160318 T2 3 150 9,000 54,000 72,000 75 4,500 27,000 36,000 o.o .. / 0 10 30 30 40 50 60 00 80 90 100 110 130 130 100 Flow Role (OFM) (1) Recommended flow rate for residential is .5 GPM per sq. ft. (2) Commercial flow rate is a maximum of .375 GPM per sq. ft. of filter area. NOTE: Actual system flow will depend on plumbing size and other system components. 0 0 C. Replacement Parts. O Bs Item Part Number Description ' wr 3, 4 1 98209800 High Flow manual air relief valve 2 53003201 Pressure Gauge 3 178553 Lid, 50, 100 sq. ft. filter 4 178561 Lid, 75,150, 200 sq. ft. filter 5 59052901 Locking Ring IIIIOMRIII 6 87300400 Body 0 -ring O 7 59016200 Air Bleed Sock Kit . l 8 59053500 Center Core, 50 sq. ft. filter r ^ ,1-64---h-- 9 59053600 Center Core, 75 sq, ft. filter O 10 59053700 Center Core, 100 sq. ft. filter 1 O 7 11 59053800 Center Core, 150, 200 sq. ft. filter 12 59054000 Cartridge Element, 50 sq. ft. filter `� 8, 9, 10, 11 13 59054100 Cartridge Element, 75 sq. ft. filter. 14 59054200 Cartridge Element, 100 sq. ft. filter • • :: 15 59054300 Cartridge Element, 150 sq. ft. filter C2, 13, 14, 15, 16) 16 59054400 Cartridge Element, 200 sq. ft. filter 17 178562 Bottom, 50 sq. ft. filter 18 178554 Bottom, 75 sq. ft. filter C17, 18, 19, 20) 19 178563 Bottom, 100 sq. ft. filter 20 178560 Bottom, 150, 200 sq. ft. filter Il= g il=r 1 21 86202000 Drain Cap Assy. 1 I II I 22 51005000 Drain Cap Gasket 1 23 39104500 Union Nut "C" Clip A 24 98212200 Union Nut 25 39102800 Union 0 -ring al Ell MI II 111 26 79304600 Body, Swivel cal Rev. B 4 -30 -01 7 P/N 178556 ... AUTOPILOT,. SYSTEMS I N 0 I , o SALT CHLORINE GENERATORS Thermolink Pressure Drop For all 110, 120, 135, 155, 121, 156 units 6.00 U ,,,,, 13.80 5.00 — 11.50 ..73 :—• Zil CA 0. a: 2 --roe/ 6.90 12 : 2 C 3.00 2 a = o) E.D. 0 2.00 4.60 = 2 u) a. v) 1.00 2.30 a. 0.00 i . , , , 0.00 0 10 20 30 40 50 60 70 80 GPM The pressure drop across all thermolink heat exchangers is listed above. Any models not listed specifically above but using a thermolink heat exchanger may be assumed to use this same curve. J Introducing • s • w w StarGuard Main Drains : : 4. Li w ♦ -* a w r4 w` � r M1 ! y w 4. • * - a 1 ir 0011.111$ New StarGuard maim chains comply with pi ()visions The new PentairWater Pool and Spa, Inc., of the ANSI /ASME At 17.19.8 -.2007 standard and the StarGuard main drains have an industry leading 15.35 square Virginia GI aerie Bal<er Pool and Spa Safety Act inches of open area, for water flow. If you are in an area High quality StarGuard main drains are available in white, where water velocity through the grate is limited to 1.5 feet/ black, gray, and dark gray as well as a variety of configurations second, the StarGuard covers allow flow rates up to 72 GPM. to fit any residential inground pool or spa installation. Review Other leading competitors have open areas under 9 square the specifications to find the right StarGuard model for inches that would limit flow to under 42 GPM, your application. Part Flow Rate Flow Rate Open Area Number Description Floor (GPM) Wall (GPM) (sq. in.) 500108 8" StarGuard Cover with 88 79 15 35 Long Ring White (Single) 500100 8" StarGuard Cover with Long Ring -Black (Single) 07'60 500101 8" StarGuard Cover with Long Ring -Dark Gray (Single) 500102 8" StarGuard Cover with Long Ring -Gray (Single) f � " rryrt 500140 8" StarGuard Cover with Long Ring -White (2 Pack) ! ,:= F #?r. � 14 \ '�13 f 500141 8" StarGuard Cover with Long Ring -Black (2 Pack) ,r i' :11 w� 1 F 500142 8" StarGuard Cover with Long Ring Dark Gray (2 Pack) . " = - 500143 8" StarGuard Cover with Long Ring -Gray (2 Pack) Part Flow Rate Flow Rate Open Area Number Description Floor (GPM) Wall (GPM) (sq. in.) 500103 8" StarGuard Cover with 88 79 15 35 Short Ring -White (Single! 500104 8" StarGuard Cover with Short Ring -Black (Single) 0 eo 500105 8" StarGuard Cover with Short Ring -Dark Gray (Single) 500106 8" StarGuard Cover with Short Ring Gray (Single) °s 0? d f r r, ►} "" 500144 8" StarGuard Cover with Short Ring -White (2 Pack) i_ 9M. r 500145 8" StarGuard Cover with Short Ring -Black (2 Pack) ' ° °$v o . " 500146 8" StarGuard Cover with Short Ring-Dark Gray (2 Pack) V ' ° " " `''s° ) '" ' ' "r`j 1 ;J 500147 8" StarGuard Cover with Short Ring -Gray (2 Pack) Return Line ::;..4.044r • _ 2'x3'x8' Rock waterfall �Ot:::.:::!1!:;"„:- v: • • . %�' t• .� "• It? e ms" .rs;s 3.5' Dee Main Drain Placement ► "v 3" Raised Deck +12" . , 5' Deep I 24' 7" Step Up +6" - -___, Skimmer �� White Light \ / Deep End Seating Bench WI" CO . 01 , y I r g I___J ... Paver Existing Lanai \ / ■ f - P001 Equip NOTE CUSTOMER INFORMATION ' I have reviewed and I approval Le, give m ›Y_ CREATING A LESS STRESSFut LIFESTYLE g my PProval t0 NAME: Lee Peck — Wi, ��i L proceed with the construction of this project. � IFT ADDRESS: 1999 Selva Marina Dr. De CITY: Atlantic Beach STATE: FL PQ ' CO COMPANY De '� �' �'� � PHONE: 885 -2106 ZIP: 32233 De ' POOLS 8 SPAS, INC. WORK: W, CELL: \ e\., He Customer Date Filt Po 2. The pressure gauge should indicate pressure when the system is operating. 3. The pressure gauge should be readable and not damaged in any way. 4. Replace the pressure gauge if it is not meeting the requirements of items D.1 through D.2 of this section, above. SECTION IV. TECHNICAL DATA A. Filter Pressure Loss Chart. B. Flow Rate Table. Residential Commercial Filter Pressure Loss Maximum Cartridge Maximum Cartridge ° Flow Rates Flow Rates Product # sq. ft. GPM GPH 6 hour 8 hour GPM GPH 6 hour 8 hour __ ..._ ..__.__ 160314 50 50 3,000 18,000 24,000 19 1,140 6,840 9,120 160315 75 75 4,500 27,000 36,000 28 1,680 10,080 13,440 ° — •-- - - - - -- ----------- - - - - -- - - -• 160316 100 100 6,000 36,000 48,000 38 2,280 13,680 18,240 :. .r.2,---a4/1121° 160317 150 150 9,000 54,000 72,000 56 3,360 20,160 26,880 °., _ ___..._....._..._.__......__. A.- ..__.__..___..__..__._._....... 160318 200 150 9,000 54,000 72,000 75 4,500 27,000 36,000 DOE 11 UN ° 10 '° '° '° °° '° e° '° I °° "° "° I]° 1 40 Flow Rafe (GPM) ( 1 Recommended flow rate for residential is .5 GPM per sq. ft. (2) Commercial flow rate is a maximum of .375 GPM per sq. ft. of filter area. NOTE: Actual system flow will depend on plumbing size and other system cotnponents. e 0 C. Replacement Parts. O i 111■ Item Part Number Description ■ 3, 4 1 98209800 High Flow manual air relief valve 2 53003201 Pressure Gauge 3 178553 Lid, 50, 100 sq. ft. filter 4 178561 Lid, 75,150, 200 sq. ft. filter WI 5 59052901 Locking Ring 6 87300400 Body 0 -ring 0 7 59016200 Air Bleed Sock Kit 1 p (1 I II I\ ` >/ 8 59053500 Center Core, 50 sq. ft. filter 9 59053600 Center Core, 75 sq. ft. filter */ O 10 59053700 Center Core, 100 sq. ft. filter ,- 11 59053800 Center Core, 150, 200 sq. ft. filter ` 1 ' 12 59054000 Cartridge Element, 50 sq. ft. filter / ''' - (8, 9, 10, 11) 13 59054100 Cartridge Element, 75 sq. ft. filter • , ... , • 14 59054200 Cartridge Element, 100 sq. ft. filter : : : :: ; • 15 59054300 Cartridge Element, 150 sq. ft. filter (12, 13, 14, 15, 16) 16 59054400 Cartridge Element, 200 sq. ft. filter 17 178562 Bottom, 50 sq. ft. filter (17, 18, 19, 20) 18 178554 Bottom, 75 sq. ft. filter 19 178563 Bottom, 100 sq. ft. filter , 20 178560 Bottom, 150, 200 sq. ft. filter _ (21, 22) / 21 86202000 Drain Cap Assy. \ II q i 22 51005000 Drain Cap Gasket 1 23 39104500 Union Nut "C" Clip 24 98212200 Union Nut 25 39102800 Union 0 -ring 4011 , 0 , IP01111 26 79304600 Body, Swivel L. CV Rev. B 4 -30 -01 7 P/N 178556 .;,, AUTOPILOT SYSTEMS INC SALT CHLORINE GENERATORS Thermolink Pressure Drop For all 110, 120, 135, 155, 121, 156 units - 6.00 13.80 — — — 11.50 a 5.00 - -- - --------------- - - - - -- 63 0 2 a 4.00 9.20 c a i G 3.00 - -- 6.90 c --------- - - - - -- L N ra d m 2.00 — 4.60 y a ai L 1.00 -- - -- 2.30 a 0.00 � 0.00 0 10 20 30 40 50 60 70 80 GPM The pressure drop across all thermolink heat exchangers is listed above. Any models not listed specifically above but using a thermolink heat exchanger may be assumed to use this same curve. Notes - GENERAL DESIGN REQUIREMENTS: - Slides shall meet the manufacturer's installation requirements. - Entry/Exit: required at the shallow end & at the deep end if over 5' deep. Acceptable are stairs (10" minimum tread with 240 square inch min. area, 12" max riser with intermediate treads & risers uniform). Ladders, underwater seats, & swim outs will be max. 20 inches below water. - Circulation systems, components & equipment shall comply with NSF 50. -The maximum turnover rate is 12 hours. - Filters shall have an air release and pressure gauge. _ -Pumps 3 hp & less shall meet ANSI /UL 1081 corrosion resistant with strainer & meet the required flow. - Surface skimmers shall meet NSF 50 & there shall be one for every 800 sqft of surface area. - Return inlets shall be a minimum of one for every 600 sqft. of surface area. - Heater shall meet ANSIZ21,56 or UL 1261 or UL 559. - Disinfectant equipment shall comply with NSF 50. 10,844 Sq Ft - Pressure test piping at 15 psi for 30 minutes or meet local code if greater. Special Spa Requirements s,patios: 898 Sq Ft - Maximum water depth = 4 feet & Maximum seat depth = 28 inches 3332 Sq Ft -Floor Slope 1:12 Steps: min. tread 10" x 12 ", 7" minimum riser with 12" maximum riser except the bottom step may be 14" 682 Sq Ft if it is the seat. - Intermitently it shall have 1 hour turnover. If continuous, a 6 hour turnover. - Maximum temperature to be 104 degrees, Area: 4,912 Sq Ft -Meet ANSI /NSPI Article XVII, safety instruction /safety signs. - Pressure test piping at 25 psi for 30 minutes or meet local code if greater. ? Sq Ft = 45.29% Pervious Coverage Electrical Requirements - Wiring and bonding & all electrical to NEC Art. 580 or Local Code -No outlet or overhead power within 10' if within 15' protect by GFI. - Transformers min 10' from pool, 8" above water, 3 box 4' from pool, brass to 3 box or transformer, which ever is first except where PVC is approved. Florida Building Code 424 -2 The pool contractor is responsible for furnishing all detail design requirements for each individual pool in accordance with the Florida Building Code, & all construction shall meet all appicable codes including ty of Atlantic each plumbing, electrical and gas. Piping shall be sch. 40 PVC, NSFpw, Max. pressure velocity 10 FPS, suction 6 and Zones Depattmsnt FPS. The pool plan shall show the design plumbing as per the sample with the information required, shown. Main Drain plumbing shall be two drains seperated by 3' with approved ANSI /ASNE A112.29.8M Mies compliance with applicable covers. As an alternate, the approved drains may be placed on different plains. The two drains shall have lsion and other local land a common suction line. Suction grates may be used if approved at a maximum of 1.5 FPS & the suction ulations, but does not constitute piping is recessed from the grate, the distance equal to the suction pump size. In addition, a safety issuance of permits. Compliance vacuum release system must be installed. This ma consist of an air release system. The vent pipe shall be ling Code and all other applicable tied to the main drain lines, sized the same as the main drain suction line & brought back to the filter Federal permitting requirements location, elbowed up and over with a qrate for protection & labeled "Safety Vent ". As an alternate, the by signature of the City of Atlantic Safety Vacuum Release System (SVRS) may be an approved valve meeting IAPMU IGC 160- 2001a. Official prior to the issuance of a Skimmers do not require protection & may be designed for 30 GPM suction. The following shall be labeled with red label marker tape at the filter location: pipes, valves, "Safety Vent" or "Safety Device" & pump(s) 1 _ice. Off switch. Main Drain covers will comply with ANSI /APSP -7 suction entrapment avoidance standard. V,,i� # nt It has been certified that these desiqn requirments are compliant with the Florida 2007 Building Code 424 -2, ANSI /APSP 2007, standard for permanantly installed Spas & ANSI /NSPI -7 2007 standard for residential in- ground swimming pools. Pool Specifications Spa Specifications Additional Specifications Additional Notes igth: 30' Gas Tank By: Others ith: 15' ength: 6' Round Y - - - -- Vented By: Others rth: 3.5' to 6' Nidth: Electrical By: Clift & Co. DOORS AND WINDOWS TO imeter: 89 Ln Ft Depth: Timer: Easy Touch 4 function Controller POOL AREA TO BE ALARMED TO )ing: Pieces Coping: w /wireless remote - CODE. :k SqFt: 1032 sq.ft. inc. Lanai _ Jertical Material: Skimmer(s): 1 Size 2" -- ter Feature ' •' r • - -. - Interior Material: Main Drains: , 2_ Size 2" _ -- Return Lines: 4 Wall Returns Area around Pool Area will be Water Feature: Spillover Stnd- Lighting: Pool: 1 White Light Screened to Code. ter: Shares Spa np Size: 2.0 Pentair Whisper Flow Chlorinator: Pentair Salt Yes IC -40 Pump Size: Shares Pool Deck By: Cliff & Co. All barrier codes will be met. Type: 200 sq.ft. Clean & Clear Heater: 400,000 BTU Gas Heater Deck Drainage: Away from Pool it Surface: 467 sq.ft. ___ Notes - GENERAL DESIGN REQUIREMENTS: - Slides shall meet the manufacturer's installation requirements. - Entry/Exit: required at the shallow end & at the deep end if over 5' deep. Acceptable are stairs (10" minimum tread with 240 square inch min. area, 12" max riser with intermediate treads & risers uniform). Ladders, underwater seats, & swim outs will be max. 20 inches below water. - Circulation systems, components & equipment shall comply with NSF 50. -The maximum turnover rate is 12 hours. Return Line - Filters shall have an air release and pressure gauge. r -Pumps 3 hp & less shall meet ANSI /UL 1081 corrosion resistant with strainer & meet the required flow. - - Surface skimmers shall meet NSF 50 & there shall be one for every 800 sqft of surface area. 6' Spa +12" :Return inlets shall be a minimum of one for every 600 sqft. of surface area. - Heater shall meet ANSIZ21.56 or UL 1261 or UL 559. - Disinfectant equipment shall comply with NSF 50. - Pressure test piping at 15 psi for 30 minutes or meet local code if greater. 2 Special Spa Requirements - Maximum water depth = 4 feet & Maximum seat depth = 28 inches 2eturn Line -Floor Slope 1:12 Steps: min. tread 10" x 12 ", 7" minimum riser with 12" maximum riser except the bottom step may be 14" i arming Ledge if it is the seat. 4' - Intermitently it shall have 1 hour turnover. If continuous, a 6 hour turnover. Umbrella Sleeve -Maximum temperature to be 104 degrees. -Meet ANSI /NSPI Article XVII, safety instruction /safety signs. P001 Steps - Pressure test piping at 25 psi for 30 minutes or meet local code if greater. Return Line Electrical Requirements Cleaner Line - Wiring and bonding & all electrical to NEC Art. 580 or Local Code -No outlet or overhead power within 10' if within 15' protect by GFI. '� - Transformers min 10' from pool, 8" above water, 3 box 4' from pool, brass to 3 box or transformer, which r ever is first except where PVC is approved. Florida Building Code 424 -2 The pool contractor is responsible for furnishing all detail design requirements for each individual pool in accordance with the Florida Building Code, & all construction shall meet all appicable codes including plumbing, electrical and gas. Piping shall be sch. 40 PVC, NSFpw, Max. pressure velocity 10 FPS, suction 6 FPS. The pool plan shall show the design plumbing as per the sample with the information required, shown. Main Drain plumbing shall be two drains seperated by 3' with approved ANSI /ASNE A112.29.8M covers. As an alternate, the approved drains may be placed on different plains. The two drains shall have a common suction line. Suction grates may be used if approved at a maximum of 1.5 FPS & the suction piping is recessed from the grate, the distance equal to the suction pump size. In addition, a safety vacuum release system must be installed. This ma consist of an air release system. The vent pipe shall be tied to the main drain lines, sized the same as the main drain suction line & brought back to the filter location, elbowed up and over with a grate for protection & labeled "Safety Vent ". As an alternate, the Safety Vacuum Release System (SVRS) may be an approved valve meeting IAPMU IGC 160- 2001a. Skimmers do not require protection & may be designed for 30 GPM suction. The following shall be labeled with red label marker tape at the filter location: pipes, valves, "Safety Vent" or "Safety Device" & pump(s) _ Off switch. Main Drain covers will comply with ANSI /APSP -7 suction entrapment avoidance standard. It has been certified that these design requirments are compliant with the Florida 2007 Building Code 424 -2, ANSI /APSP 2007, standard for permanantly installed Spas & ANSI /NSPI -7 2007 standard for residential in- ground swimming pools. Pool Specifications Spa Specifications Additional Specifications Additional Notes agth: 30'_ _ength: 6' Round Gas Tank By: Others pith: 15' — " "" - Vented By: Others pth: 3.5' to 6' Nidth: _ - - - -- Electrical By: Clift & Co. Depth: DOORS AND WINDOWS TO :imeter: 89 Ln Ft - Timer: Easy Touch 4 function Controller POOL AREA TO BE ALARMED TO ping: Pieces Coping: w /wireless remote — - — ✓ertical Material: Skimmer(s): 1 Size 2" CODE. ck SqFt: 1032 sq.ft. inc. Lanai Ater Feat •' ' - Interior Material: Main Drains: 2 Size 2" _ Return Lines: 4 Wall Returns Area around Pool Area will be Water Feature: Spillover Stnd Li hting: Poo l: 1 White Light S creene d t o C o d e. ater: Shares Spa 9 - — mp Size: 2.0 Pentair Whisper Flow Chlorinator: Pentair Salt Yes IC -40 —_.. Pump Size: Shares Pool Deck By: Clift & Co. All barrier codes will be met. .er Type: 200 sq.ft. Clean & Clear Heater: 400,000 BTU Gas Heater Deck Drainage: Away from Pool of Surface: 467 sq.ft. • —Part Flow Rate Flow Rate Open Area Number Description Floor (GPM) Wall (GPM) (sq. in.) 500110 8" StarGuard Drain with 2" Side and 1.5" Bottom 106 81 15.35 Ports ABS Sump with Ring and Cover -White (2 Pack) 500111 8" StarGuard Drain with 2" Side and 1.5" Bottom . 49�, m,. °` ., Ports ABS Sump with Ring and Cover -Black !N lrnpypt (2 Pack) 500113 8" StarGuard Drain with 2" Side and 1.5" Bottom 1 Ports ABS Sump with Ring and Cover -Dark Gray (2 Pack) 500114 8" StarGuard Drain with 2" Side and 1.5" Bottom - - �' 'fi Ports ABS Sump with Ring and Cover -Gray (2 Pack) I— Part Flow Rate Flow Rate Open Area Number Description Floor (GPM) Wall (GPM) (sq. in.) 500115 8" StarGuard Drain with 2" Side Port 106 81 15.35 ABS Sump with Ring and Cover White (2 Pack) 500116 8" StarGuard Drain with 2" Side Port a ABS Sump with Ring and Cover -Black (2 Pack) ; r ,, ,,, �� . , nrrr 500117 8" StarGuard Drain with 2" Side Port � f , \1 _. ABS Sump with Ring and Cover -Dark Gray (2 Pack) 0) ��1 500118 8" StarGuard Drain with 2" Side Port - ' ABS Sump with Ring and Cover -Gray (2 Pack) Pad Flow Rate Flow Rate Open Area Number Description Floor (GPM) Wall (GPM) (sq. in.) 500120 8" StarGuard Drain with Dual 2" Bottom Ports 79 75 15 35 ABS Sump and Cover -White (2 Pack( 500121 8" StarGuard Drain with Dual 2" Bottom Ports ABS Sump and Cover -Black (2 Pack) ' c Yw114 use 500122 8" StarGuard Drain with Dual 2 " Bottom Ports i f , 15 e , € ABS Sump and Cover -Dark Gray (2 Pack) I 1 :� iii . �� 500123 8" StarGuard Drain with Dual 2" Bottom Ports '' '' ABS Sump and Cover -Gray (2 Pack) Part Flow Rate Flow Rate Open Area Number Description Floor (GPM) Wall (GPM) (sq. in.) 500130 8" StarGuard Drain with 2" Side and 107 93 15.35 1.5" Bottom Vinyl Liner ABS Sump - White (2 Pack) . r: s•' i 4 Ar:Ik- ,. ,i, _ ..„,, ' i� t - _ .. - . Warn c I - 1l 11S Cl St l C C t 0311 S • Only the supplied stainless -steel screws should be used with the drain cover. Substitute screws such as masonry screws, sheet rock screws or other types of Installers, pool operators, and pool owners must read screws should never be used. Screws put into the frame these warnings and all instructions before using anywhere except in the original screw holes may not hold Star Guard Main Drain! and could cause an entrapment hazard, including possible limb and body entrapment or evisceration/ • Serious bodily injury or death can result if this product disembowelment. If the screw holes of the frame are is not installed and used correctly. stripped or the brass inserts are missing, replace the frame. Do not drill new screw holes in the frame as this will damage and weaken the frame. • This cover must only be installed and used with the supplied Pentair frame or with an existing Pentair or American Products frame that is in good condition To Reduce the Risk of Entrapment Hazards: A minimum and has intact brass inserts. This cover is not of two (2) working suction outlets per pump should be compatible with any other frame. If the pool or spa has an installed. Dual suction fittings must be placed in such existing frame (other than one in good condition with locations and distances to avoid blockage of both outlets at intact brass inserts manufactured by Pentair or American the same time. Suction outlets in the same plane (i.e.floor Products),the existing frame must first be removed and or wall), must be installed a minimum of three (3) feet the new supplied frame installed. Do not install this cover (91.44 cm) apart. If suction outlets are located closer than on any other style of frame or another manufacturer's three (3) feet apart, they shall be located on two different frame. Failure to follow this warning may result in a planes (i.e. one on the bottom and one on the vertical wall) suction entrapment hazard and can cause limb and body in order to prevent dual blockage by a user. Such suction entrapment or evisceration /disembowelment. outlets must not be located on seating areas including seat backrests. • For use with multiple suction outlets or a single outlet. If only a single suction outlet or main drain Safety Tips exists, a safety vacuum release system (SVRS) such as the Pentair IntelliFlo® VS +SVRS Pump, a gravity drainage system, an automatic shut -off system or a suction - limiting vent Suction Safety system must be used. Protecting swimmers from suction hazards begins with the educated pool professionals, those entrusted to provide a • Suction entrapment hazard: Pool and spa pumps safe and enjoyable aquatic environment. Here are a few produce high levels of suction,which can pose extreme issues that must be addressed. danger if a person comes in close proximity to an open • Swimmers must be protected from pump suction pool or spa drain or if a drain cover is loose, cracked, hazards at all times. broken, or missing. Pool and spa pumps move large • Drain covers, pumps, vacuum port fittings, skimmers, and volumes of water, which can pose extreme danger if a safety devices must meet minimum safety standards and person's hair comes in close proximity to a drain that be certified by a nationally recognized testing laboratory. is not the proper size for the pump or pumps. • These products must be installed properly and in accordance with the manufacturer's instructions and all Important Notice: Regularly inspect all drain covers for codes, standards and laws. cracks, damage and advanced weathering. If a drain cover ® These products must be regularly inspected for becornes loose, cracked, damaged, broken, or is missing, missing screws, loose connections, cracks, damage, close the pool or spa immediately, post a notice, and keep advanced weathering, and years of service. Remember, the pool or spa closed until an appropriate VGR 2008 they do not last forever and they must be maintained. certified drain cover is properly installed. Drain covers • Do not install products that are not approved or do not deteriorate over time due to exposure to sunlight and pool meet the performance requirements of the specific chemicals.This drain cover must be replaced within seven suction system. (7) years from installation (or earlier if the cover becomes damaged in any way). S afety TISCont. Single- and two -drain systems that fail to meet the above • J requirements must be modified by adding: I) SafetyVacuum Release System (SVRS), 2) Suction - Limiting Vent System, Selecting Proper Drain Covers 3) Gravity Drainage System, 4) Automatic Pump Shut -Off Each pump will operate at a different flow rate depending on System, 5) Drain Disablement, or 6) Other Systems the system and assigned jobs, i.e. filtering, heating, cleaning, determined by Consumer Product Safety Commission to be spa jets, waterfalls, etc. Once this is understood, the proper equally effective. Another option is to split the single drain suction system can be designed and installed. Here are some into a dual -drain system with at least 3 feet of separation of the design issues that must be considered. using properly sized branch piping. • Maximum system flow. Codes and Standards • Drain covers must be rated to handle the maximum system flow. All public pools, spas and wading pools must comply with theVirginia Graeme Baker Act. In addition, many state and • Dual -drain and multiple -drain system branch piping must local governments may have more stringent requirements, be sized to keep water velocity below 6 feet per second codes and standards which apply to residential and public when operating at maximum system flow. Branch piping pools, spas and wading pools.These may include the ANSI/ is the suction pipe between drains, not the pipe leading APSP 7 Suction Entrapment Avoidance Standard, the back to the pump. International Code Council's building codes (which adopt • The frame and sump under the drain cover or a field the International Building Code and International built sump must be included or listed in the cover Residential Code) and other codes and standards. Be sure manufacturer's instructions. to consult your state and local building and health codes • Drain covers must be attached using the original and standards for more information. manufacturer's hardware, including mounting frames, sumps, and fittings. • Do not mix and match covers,frames,and sumps. For more information about: Only install covers on frames, sumps, or field -built • Pentair safety and compliance products, sump designs that have been certified by a nationally visit: www.pentairpooi.corn. recognized testing laboratory as being compatible with • Virginia Graeme Baker Pool and Spa Safety Act, that specific drain cover. visit: www.cpsc.gov. • ICC codes,visit: www,iccsafe.org. The Virginia Graeme Baker Pool & Spa • ANSI /APSP -7 Suction Entrapment Avoidance Safety Act of 2007 — Summary Standard, visit: www.apsp.org. This new federal law was enacted to help prevent suction entrapment injuries and became effective December 19,2008. The requirements for public swimming pools, spas, and wading pools are summarized below and must be met before these facilities can be operated. • Drain Cover Requirements —New drain covers, fasteners, frames and sumps certified to ASME /ANSI A112.19.8-2007 must be installed. • Backup System Requirements— Suction piping for each pump must be inspected and will be considered in �► compliance with the federal law if: 1) no submerged Pentair Water drains connect to the pump, or 2) multiple drains or suction outlets are at least three (3) feet apart, or 3) Pool and pa there is a single "unblockable" drain. An unblockable drain includes a sump under the cover that is larger than 800.831.7133 18 inches by 23 inches, or a channel type drain with a. diagonal open area of at least 29 inches. www:pentairpool.corra www.staritepool.com 3/09 Part # PI -092 ©2009 Copyright PentairWater Pool and Spa, Inc. All rights reserved. Creating a Less Stressful Lifestyle! L €s " POOLS &SPAS INC. Phone: (904) 855 -0019 Fax: (904) 855 -0698 Atlantic Beach Building Permit Lee Peck Residence 1999 Selva Marina Dr Atlantic Beach, F132233 November 4, 2010 Construction Site Management Plan 1) Decking: See site survey. 2) Grading and Drainage: See site survey. 3) Parking will be in homeowners driveway. No parking will be on the street. 4) There will be no dumpster or portable toilet. 5) Any ground water pumped out of the pool area will be pumped to a vegetated area on the property, not into storm sewer or road. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 i9 /3 SS trir Job Address: I99 9 Selves /��= 6 Permit Number: /64 Saro -- / of v Legal Description LP -r 5 &fve Ai0, k— an, 1 Parcel # f Floor Area of Sq.Ft. Sq.Ft Valuation of Work $ D 1 DOo • bz'Proposed Work heated /cooled non - heated /cooled Class of Work (circle one): 41110 Addition Alteration Repair Move Demolition eol/sp window /door Use of existing /proposed structure(s) (circle one): Commercial CR If an existing structure, is a fire sprinkler system installed? (Circle one): Yes No N /A Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: E1cj fbw\ct A / Property Owner Information: Name: L ` Address: 199ci Se AI a MC? . -- DC City CGnrti c.. 4 “e,L, State E.Zip ?z2.-3-3 Phone (Roll 1 FRS ..// ot. E -Mail or Fax # (Optional) I esh peck c ahc.o . corr. Contractor Information: Company Name: CI ■ '4 Co Pc , js " -,fir. s�; Lr c Qualifying Agent: �/'I C. 94. CI ,1-1 Address: °7000 AEI I an -9,? a Ivoo City O 74C Jo,UV/ cl-E State •L Zip3Z2l t Office Phone • o SSA- • 1 --- • - - ...--. .....—____=-- --- '�e�_ __ Fax # ( ?yr• 04.91? State Certification/Registration # ik '� A T ': ! r • _ Architect Name & Phone # „ „ m , .. t Engineer's Name & Phone # 1 e • _ J jIy ►�� IM It Nry i Fee Simple Title Holder Name and ,! ddress .A T 1 ' 11 ,ON; �111,>� 111 V , t,� ; Bonding Company Name and Addr;�. s � 0 Mortgage Lender Name and Addre. • RFVIrpuppn py. /, r / /J— p — y ' Application is hereby made to obtain a permit to do the worlt770 installa ions as ' . , "'- --- :- rk or installation 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 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 of six _(6) months at any time after work is commenced. I understand that separate permits must be secured for ElectricalWork, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, 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. 1 hereby certify that I have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether 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, or local law regulating construction or the performance of construction. r Signature of Owner Signature of Contractor Print Name ( Q, /� Q, /" t" Print Name /. f , i ,_ C. / ; }-- Sworn to and subscribed before mc Sworn to and subscribed before me this f- Day of /U v ✓'C 1.1 b c r , 20 / 0 this s Day of /1' yep.., 4 ce , 20/ G ! / , I 1 - '2,— ,,,C,P N.:� Public � jo s.Huu. et `ry Public i„..---- . MY COMMISSION 1 DD 753777 1 � ' , ' - # EXPIRES: April 19, 2012 ■ ., 'r MY «' '' tiNsp 11 X i`.r Bottled Thor Notary i Undenedure { EX 9, i �; i Sordid lhru NotaryPubic rniM Pubic Und/ae NOTICE OF COMMENCEMENT N Doc •4 2G1025062.b. umber Pages: 1 OR 8K 15423 gage 331, Recorded 11;08/2010 at 01:05 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL Permit No. /0 — / 3 5: j COUNTY RECORDING $10.00 Tax Folio No. THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 1.Description of property (legal description): `o f-5 ,S JATC_ fV6/e- u ;<— a) Street (job) Address: 1 9 6 ;q jr ,Se„ct inaact a- p • 2.General description of improvements: _!,, 9 fR,,. d 7 Ce.r Le (,)c,,L, -c.- 3.Owner Information _ a) Name and address: Le e G� /�( SeAra /')akin.. a j. 83 0/1 r /Z 322-3 b) Name and address of fee simple titleholder (if other than owner) c) Interest in property Fee S , I e 4. ntractor Information C e a) Name and address: £ c n(, C, - 7 A -{-1 41 3i-id 'J 4 X FL 32 It b) Telephone No.: (ci 00) 2 37 - 7 3 2 7 Fax No. (Opt.) Cq a PST - 0&q I' 5.Sure y Information a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No. (Opt.) 6.Lender a) Name and address: Phone No. 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a) Name and address: b) Telephone No.: Fax No. (Opt.) 8.In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13( Florida Statutes: a) Name and address: b) Telephone No.: Fax No. (Opt.) 9.Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA • COUNTY OF PINELLAS 10. 4 _ S ignature of Owner or Owner's Authorizgd Officer/Director/Partner/Manager L Q 't ft C " Print Name The foregoing instrument was acknowledged before me this CS day of it,),/ .,/ Z1 -c: , 20/(3 , by /, A . � Z7 c. as e; t - ' -e (type of authority, e.g. officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed). Personally Known OR Produced Identification ,Y Notary Signature _ ,,_, �� Type of Identification Produced / / c Name (print) 7371 L.,1" S , :1'k i\ OR Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are • - - -,,-- _- _--- . ?; - .1. I : • belief. belie k; , MY COMMISSION # DD 753777 Ed-- / 9t- ' .. FORMS/NOC,rvad2010 EXPIRES: AO 19, 2012 ti bbC UMlerwdhn i�,p��, Baxled Thru NeWY Fv _!_ Signature of Natural Person Signing (in line # 10.) Above MAP SHOWING BOUNDARY SURVEY OF LOT 5 ACCORDING TO THE PLAT OF SELVA NO �1 ' U 1\ 1ET ONE AS RECORDED IN PLAT BOOK 39 , PAGE(S) 94, 94A, AND 94B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: LEE H. PECK, AILEEN KATHRYN JOHNSON, OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, AND KEITH WATSON TITLE SERVICES, INC. S 03 °49'10" E 90.00' (R) LOT 9 LOT 7 1/2" REBAR i S 03'50'16" E 90.00' (M) 1 ASSOC SURV ° o LB.5488 LOT 8 I 1 ' 1 1/2" 0.9 0'1 ° PLS.339: 12 ',Y y .. ❑ r — ❑ ❑ ❑- ❑ ❑ ❑ ❑ ❑ ❑ . A ❑ ❑ - r`eJ f t ' s' _,;,- 0.4' i� 5' )eep 3.5' Dei��, 0.3' Q r � LOT 6 ° 0 T K (-0 j ? '30' 3 " N � . ❑ LOT 4 1G M? ^ 19.8' ir 7.0' 7. ° -- % Pool Equip a S' SCREENED 7 1 , ° 70) ° WOOD DECK WOOD' C) 'ti ~ N v Mo / ° 01. 4 1 STORY BRICK & FRAME 7.1' w W ❑ 0.8' NO. 1999 YARD g ❑ FRAME \-WELL_ O 1n STORAGE TILE - co O ° 2.7' .� O 15.4' ° ^ 7.2' ^PORCH a [] P P," o 2 VINYL 10. © " 5 ' t� 6 , 6 ' ' (0 1.8' ❑ W �p ""`i FENCE 13.1' CIZZI BRICK ,•o •GON 0.2' o L PLANTER 1.7' 1,7' 1.7' a 1 BRICK / 18.1' - v COLUMNS 00 •`.❑ Additional Notes &WALLS o • CONC. e WALK ao: . • • 1b 1/2 ,. N + CONC. ' • • N CAP • D RIVE . UNREADABLE DOORS AND WINDOWS TO ... ,. • . • POOL AREA TO BE ALARMED TO .., ' - CODE. 1 9 .:.. : cm ' N0.3398 ADj . .. P.T. R= 2814.79' Area around Pool Area will be BEARING REFERENCE LINE , e • • • L =7.72' (M) Screened to Code. N 03'49'10" W 82.39' (M) N 03'23'37" W N 03 °49'10" X 82.33' (R) b • ,.:• 7.72' (M) All barrier codes will be met. 1V 03 °35'51 " W a .. 1 .. . ..,. • . . S 76 ' (Rl ) 1.5' CURB & GUTTER SEL VA A AR /NA DRIVE = 30' (7aa' R /w) x FLOOD ZONE "X" s AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN / FLOOD ZONE "X (SHADED)" m AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1X ANNUAL CHANCE W1TH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. v E Y O QL (�CR J' ' 1. BEARINGS ARE BASED ON P L A B T B O O K 39, PAGE 94A 6 ) 2. STRUCTURE NO. 1999 SHOWN HEREON LIES WITHIN FLOOD ZONE X AS BEST A SS0CIATED SURVEYORS INC. 3. THIS S DETERMINED 04/17/1989 c. IntroducinQ••• TM • • a * *0 ' ** • • + .. .,., 4 '. StarG uard Main D rains 1 , *Y ..� .* ,'. : * . 4 w New StarGuard " main drains comply with provisions The new PentairWater Pool and Spa, Inc., of the ANSI /ASME A 1 12.19.8 -2007 standard and the StarGuard main drains have an industry leading 15.35 square Virginia Graeme Baker Pool and Spa Safety Act inches of open area for water flow. If you are in an area High quality StarGuard main drains are available in white, where water velocity through the grate is limited to 1.5 feet/ black, gray, and dark gray as well as a variety of configurations second, the StarGuard covers allow flow rates up to 72 GPM. to fit any residential inground pool or spa installation. Review Other leading competitors have open areas under 9 square the specifications to find the right StarGuard model for inches that would limit flow to under 42 GPM. your application. Pad Flow Rate Flow Rate Open Area Number Description Floor (GPM) Wall (GPM) (sq. in.) 500108 8" StarGuard Cover with 88 79 15.35 Long Ring White (Single) 500100 8" StarGuard Cover with Long Ring -Black (Single) ono 500101 8" StarGuard Cover with Long Ring -Dark Gray (Single) 500102 8" StarGuard Cover with Long Ring -Gray (Single) /44.\ l� 500140 8" StarGuard Cover with Long Ring -White (2 Pack) i } F { } y :' 4 500141 8" StarGuard Cover with Long Ring -Black (2 Pack) I �r 500142 8" StarGuard Cover with Long Ring -Dark Gray (2 Pack) _ -_ 500143 8" StarGuard Cover with Long Ring -Gray (2 Pack) Part Flow Rate Flow Rate Open Area Number Description Floor (GPM) Wall (GPM) (sq. in.) 500103 8" StarGuard Cover with 88 79 15.35 Short Ring -White (Single) 500104 8" StarGuard Cover with Short Ring -Black (Single) m7oo 500105 8" StarGuard Cover with Short Ring -Dark Gray (Single) 500106 8" StarGuard Cover with Short Ring -Gray (Single) G° 1 , ,,� 'r�artensor' "' � 500144 8" StarGuard Cover with Short Ring White (2 Pack) k r ,� k 'V 500145 8" StarGuard Cover with Short Ring -Black (2 Pack) `r� V 500146 8" StarGuard Cover with Short Ring-Dark Gray (2 Pack) . . ��'' ,p i "' "" " "'�'�' ' ° �`._, 500147 8" StarGuard Cover with Short Ring -Gray (2 Pack) Part Flow Rate Flow Rate Open Area Number Description Floor (GPM) Wall (GPM) (sq. in.) 500110 8" StarGuard Drain with 2" Side and 1.5" Bottom 106 81 15.35 Ports ABS Sump with Ring and Cover -White (2 Pack) 500111 8" StarGuard Drain with 2" Side and 1.5" Bottom ; �(1y ..- 0 C _ " Ports ABS Sump with Ring and Cover -Black (2 Pack) P,, nm� »�t 500113 8" StarGuard Drain with 2" Side and 1.5" Bottom / . "" ° °` Ports ABS Sump with Ring and Cover Dark Gray (2 Pack) "" ��- ` ' '` t) „ 500114 8" StarGuard Drain with 2" Side and 1.5" Bottom Ports ABS Sump with Ring and Cover -Gray (2 Pack) Part Flow Rate Flow Rate Open Area Number Description Floor (GPM) Wall (GPM) (sq. in.) 500115 8" StarGuard Drain with 2" Side Port 106 81 15.35 ABS Sump with Ring and Cover White (2 Pack) 500116 8" StarGuard Drain with 2" Side Port ,; ,. - » »�.. m -� ABS Sump with Ring and Cover -Black (2 Pack) °� , "."4 kptn,"' 500117 8" StarGuard Dram with 2" Side Port ( 4*. ' " ABS Sump with Ring and Cover -Dark Gray (2 Pack) " t t ' 1 i 't 3 � . 500118 8" Star Drain with 2" Side Port I, ABS Sump with Ring and Cover -Gray (2 Pack) Part Flow Rate Flow Rate Open Area Number Description Floor (GPM) Wall (GPM) (sq. in.) 500120 8" StarGuard Drain with Dual 2" Bottom Ports 79 75 15.35 ABS Sump and Cover -White (2 Pack) 500121 8" StarGuard Drain with Dual 2" Bottom Ports �r (2 Pack) al ; 4 ABS Sump and Cover -Black 500122 8" StarGuard Dram with Dual 2" Bottom Ports a . `; »n�a�.r ABS Sump and Cover -Dark Gray (2 Pack) '"�' 500123 8" StarGuard Drain with Dual 2" Bottom Ports.. ABS Sump and Cover -Gray (2 Pack) Part Flow Rate Flow Rate Open Area Number Description Floor (GPM) Wall (GPM) (sq. in.) 500130 8" StarGuard Drain with 2" Side and 107 1.5" Bottom Vinyl Liner ABS Sump -White (2 Pack) 93 15.35 ,, ' f - o, � a emsMrMy ifi,iii rrr 1 • Wa rn i ngs & Instructions • Only the supplied stainless -steel screws should be used with the drain cover. Substitute screws such as masonry screws, sheet rock screws or other types of Installers, pool operators, and pool owners must read screws should never be used. Screws put into the frame these warnings and all instructions before using anywhere except in the original screw holes may not hold StarGuard Main Drain! and could cause an entrapment hazard, including possible limb and body entrapment or evisceration/ • Serious bodily injury or death can result if this product disembowelment. If the screw holes of the frame are is not installed and used correctly. stripped or the brass inserts are missing, replace the frame. Do not drill new screw holes in the frame as this will damage and weaken the frame. • This cover must only be installed and used with the supplied Pentair frame or with an existing Pentair or American Products frame that is in good condition To Reduce the Risk of Entrapment Hazards: A minimum and has intact brass inserts. This cover is not of two (2) working suction outlets per pump should be compatible with any other frame. If the pool or spa has an installed. Dual suction fittings must be placed in such existing frame (other than one in good condition with locations and distances to avoid blockage of both outlets at intact brass inserts manufactured by Pentair or American the same time. Suction outlets in the same plane (i.e. floor Products), the existing frame must first be removed and or wall), must be installed a minimum of three (3) feet the new supplied frame installed. Do not install this cover (91.44 cm) apart. If suction outlets are located closer than on any other style of frame or another manufacturer's three (3) feet apart, they shall be located on two different frame. Failure to follow this warning may result in a planes (i.e. one on the bottom and one on the vertical wall) suction entrapment hazard and can cause limb and body in order to prevent dual blockage by a user. Such suction entrapment or evisceration /disembowelment. outlets must not be located on seating areas including seat backrests. • For use with multiple suction outlets or a single outlet. If only a single suction outlet or main drain Safety Tips exists, a safety vacuum release system (SVRS) such as the P Pentair IntelliFlo® vs +svRS Pump, a gravity drainage system, an automatic shut -off system or a suction - limiting vent Suction Safety system must be used. Protecting swimmers from suction hazards begins with the educated pool professionals, those entrusted to provide a • Suction entrapment hazard: Pool and spa pumps safe and enjoyable aquatic environment. Here are a few produce high levels of suction,which can pose extreme issues that must be addressed. danger if a person comes in close proximity to an open • Swimmers must be protected from pump suction pool or spa drain or if a drain cover is loose, cracked, hazards at all times. broken, or missing. Pool and spa pumps move large • Drain covers, pumps, vacuum port fittings, skimmers, and volumes of water, which can pose extreme danger if a safety devices must meet minimum safety standards and person's hair comes in close proximity to a drain that be certified by a nationally recognized testing laboratory. is not the proper size for the pump or pumps. • These products must be installed properly and in accordance with the manufacturer's instructions and all Important Notice: Regularly inspect all drain covers for codes, standards and laws. cracks, damage and advanced weathering. If a drain cover • These products must be regularly inspected for becomes loose, cracked, damaged, broken, or is missing, missing screws, loose connections, cracks, damage, close the pool or spa immediately, post a notice, and keep advanced weathering, and years of service. Remember, the pool or spa closed until an appropriateVGB 2008 they do not last forever and they must be maintained. certified drain cover is properly installed. Drain covers • Do not install products that are not approved or do not deteriorate over time due to exposure to sunlight and pool meet the performance requirements of the specific chemicals.This drain cover must be replaced within seven suction system. (7) years from installation (or earlier if the cover becomes damaged in any way). Safety Tips Cont. Single- and two -drain systems that fail to meet the above requirements must be modified by adding. I) SafetyVacuum Release System (SVRS), 2) Suction - Limiting Vent System, Selecting Proper Drain Covers 3) Gravity Drainage System, 4) Automatic Pump Shut -Off Each pump will operate at a different flow rate depending on System, 5) Drain Disablement, or 6) Other Systems the system and assigned jobs, i.e. filtering, heating, cleaning, determined by Consumer Product Safety Commission to be spa jets, waterfalls, etc. Once this is understood, the proper equally effective. Another option is to split the single drain suction system can be designed and installed. Here are some into a dual -drain system with at least 3 feet of separation of the design issues that must be considered, using properly sized branch piping. • Maximum system flow. • Drain covers must be rated to handle the maximum Codes and Standards system flow. All public pools, spas and wading pools must comply with • Dual -drain and multiple -drain system branch piping must the Virginia Graeme Baker Act. In addition, many state and local governments may have more stringent requirements, be sized to keep water velocity below 6 feet per second codes and standards which apply to residential and public when operating at maximum system flow. Branch piping pools, spas and wading pools.These may include the ANSI/ is the suction pipe between drains, not the pipe leading APSP 7 Suction Entrapment Avoidance Standard, the back to the pump. International Code Council's building codes (which adopt • The frame and sump under the drain cover or a field the International Building Code and International built sump must be included or listed in the cover Residential Code) and other codes and standards. Be sure manufacturer's instructions. to consult your state and local building and health codes • Drain covers must be attached using the original and standards for more information. manufacturer's hardware, including mounting frames, sumps, and fittings. • Do not mix and match covers,frames,and sumps. For more information about: Only install covers on frames, sumps, or field -built • Pentair safety and compliance products, sump designs that have been certified by a nationally visit: www.pentairpool.com recognized testing laboratory as being compatible with that specific drain cover. • Virginia Graeme Baker Pool and Spa Safety Act, visit: www.cpsc.gov. • ICC codes,visit: www.iccsafe.org. The Virginia Graeme Baker Pool & Spa • ANSI /APSP -7 Suction Entrapment Avoidance Safety Act of 2007— Summary Standard, visit: www.apsp.org new federal law was enacted to help prevent suction entrapment injuries and became effective December 19, 2008. The requirements for public swimming pools, spas, and wading pools are summarized below and must be met before these facilities can be operated. • Drain Cover Requirements —New drain covers, fasteners,frames and sumps certified toASME /ANSI A112.19.8-2007 must be installed. • Backup System Requirements— Suction piping for each pump must be inspected and will be considered in compliance with the federal law if: I) no submerged Pentair Water drains connect to the pump, or 2) multiple drains or suction outlets are at least three (3) feet apart, or 3) Pool itFld pd there is a single "unblockable" drain. An unblockable drain includes a sump under the cover that is larger than 800.83 1.7133 18 inches by 23 inches, or a channel type drain with a diagonal open area of at least 29 inches. www.pentairpooi.com www.staritepool.com 3/09 Part # PI -092 ©2009 Copyright Pentair Water Pool and Spa, Inc. All rights reserved. Creating a Less Stressful Lifestyle! compA " POOLS & SPAS INC. Phone: (904) 855 -0019 Fax: (904) 855 -0698 Atlantic Beach Building Permit Lee Peck Residence 1999 Selva Marina Dr Atlantic Beach, F132233 November 4, 2010 Construction Site Management Plan 1) Decking: See site survey. 2) Grading and Drainage: See site survey. 3) Parking will be in homeowners driveway. No parking will be on the street. 4) There will be no dumpster or portable toilet. 5) Any ground water pumped out of the pool area will be pumped to a vegetated area on the property, not into storm sewer or road. Pervious /Impervious Lot Coverage Calculations ° 1--r Total Lot: 74. ' 3a 3 �' Driveway, sidewalk: III S'�un a jai Total House area: il — ' \ I— New Pool Deck: Total Impervious A 10,844 Sq Ft/ 4912 1 NOTE CUSTOMER INFORMATION 111 ?► CREATING A LESS STRESSFUL LIFESTYLE I have reviewed and I give my approval to NAME: Lee Peck Lent proceed with the construction of this project. *...:.:C L 1 F T ADDRESS: 1999 Selva Marina Dr. Widt Dept FL Perin • CITY: Atlantic Beach STATE: 411. COMPANY —_ —__ V V POOLS 8 SPAS INC WORK: PHONE: 885 2106 COpll — - - - - -_ ZIP: 32233 Dace �— Wate CELL: __ x Heat Custo Date Puma Filter City of Atlantic Beach APPLICATION NUMBER � i Building Department RECEIVED (To be assigned by the Btadtng Department.) �` 800 Seminole Road � . Atlantic Beach, Florida 32233 -5445 NC 2010 Phone (904) 247 -5826 • Fax (904) 2.7 -5845 r • un -de t coab.us ' '3 9 E -mail: bildi g p @ Date routed: 'l / City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: / 7 ' »9 ` f 7») Id_- „ Department review required Yes No Applicant: r Planning & Zoni _Lee. rnt0istrator Project: 't/) J 4 �} / Public Work ublic Utilities Public Fire Services Review fee $,, ,, Dept' gnature 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. [XDenied. (Circle one.) Comments: �, ('t ., BUILDING �"`- PLANNING & ZONING Reviewed by: Date: // - /l TREE ADMIN. Second Review: Approved as revised. ['Denied. PUBLIC WORKS Comments: ,f OP s art PUBLIC UTILITIES � � fit � /' _ PUBLIC SAFETY Reviewed by: Date: ///2 ?AO FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 Carper, Rick From: Hall, Erika Sent: Thursday, November 18, 2010 9:47 AM To: Carper, Rick Subject: RE: 1999 Selva Marina Drive - Pool Permit (10 -1355) That's correct. He said two oaks and one or two weedy trees, all less than 4" dbh were removed and that he could provide pre - photos, if needed. T�awkes, Brlea From: Carper, Rick Sent: Thursday, November 18, 2010 9:31 AM To: Hall, Erika Subject: RE: 1999 Selva Marina Drive - Pool Permit (10 -1355) Erika, I met with Bill Kilgannon yesterday — he stated he had discussed the removal of several smaller trees and that you were OK on this. Please confirm. Thanks, Rick From: Hall, Erika Sent: Friday, November 12, 2010 12:20 PM To: Carper, Rick Subject: RE: 1999 Selva Marina Drive - Pool Permit (10 -1355) No they have not yet discussed trees with me or submitted an application. Tina wits, Fr From: Carper, Rick Sent: Friday, November 12, 2010 11:34 AM To: Hall, Erika Cc: Nodine, Phil Subject: 1999 Selva Marina Drive - Pool Permit (10 -1355) Erika, from aerial, it appears this lot has trees in backyard — have they applied for / gotten a tree permit? Thanks, Rick Ricky L. Carper, P.E. Public Works Director /City Engineer City of Atlantic Beach 1200 Sandpiper Lane 1 Comp. By RLC 1 Date: 11/15/2010 egg Public Works Department City of Atlantic Beach Permit No: 10 -1355 Address: 1999 Selva Marina Dr Required Storage Volume Criteria: Section 24 -66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre- and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V = CAR/12 Where: V = Volume of Runoff C = Coefficient of Runoff A = Area of lot in square feet R= 25 -yr / 24 -hr rainfall depth (9.3- inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 10,844 ft Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 4,230 10,844 1.00 0.39 Pervious 6,614 10,844 0.20 0.12 Runoff Coefficient (C) = 0.51 Runoff Volume V = 0.51 x 10,844 x 9.3 / 12 V = 4,303 ft Postdevelopment Runoff Volume: Lot Area (A) = 10,844 ft Runoff Coefficient Area Lot Area Description (ft (ft) "C" Wtd "C" Impervious 4,912 10,844 1.00 0.45 Pervious 5,932 10,844 0.20 0.11 Runoff Coefficient (C) = 0.56 Runoff Volume V = 0.56 x 10,844 x 9.3 / 12 V = 4,726 ft Required Storage Volume DV = Postdevelopment Runoff Volume - Predevelopment Runoff Volume DV = 4,726 - 4,303 DV = 423 ft Retention 1999 SM Drive - onsite Retention.xls 11/15/2010 __, wws L loomm =ma Imwm■ mamod FGR L 1999 SELVA MARINA DR Atlantic Beach FL 32233 Building Type 0101 - SFR 1 STORY SOH Year Built 1985 Type Gross Area Heated Area Base Area 2688 2688 Finished Garage 441 0 Total 3129 2688 p ` '', .. o 1 10 4, : r ' 4 4 3 ^ ' ,,, "?� �' '''',",%%.4. . ' �4 lw is n X a x ' r, Maw r^' i S i:. ,, v " . �. k x., <'7° a era 47 r' a& ., , row ,i, `t }f, Y �, .'119 ^- ,yu. s . . - h M .r „,� N �+ ' *fit n ? i S ' 7 I* !.,:;.W i.* :2 . `1 . §L P q F 91f __- u 2M '4''' �� m " �" g r g Tr , �, ' *,, • d 4'5'd{ e GA i i ` AR a , ,. ' � , a r i y vitu ' -. n i f ^ 1.?„.4., ,%', E. 3 fir "" . „ „ ' , &w�Aga ;^: * . ` . . ' , ^.,r r ` ` s',./",,:r. ^ ° i' ."+., < vi' . M 4.47,„ 1 .h 3 "1 -- ,,J. . " l c.: t*'.. "`." £ f �„, to .`p tyka . 4 . .t. 1, ,t ti , , ry # � � « 9 si �" w a � �� } a. ` , � ' t o t , �h M'4`y q tr t " Ap, '/ + +}Sc2.fe..' � `@ w 1 q�e • ? 4 ,,,, , . ffi', ' , w .. ,, w. " ....... .; At. Creating a Less Stressful Lifestyle! LE VY I �. ' PDOLS &SPAS INC. Phone: (904) 855 -0019 Fax: (904) 855 -0698 Atlantic Beach Building Permit Lee Peck Residence 1999 Selva Marina Dr Atlantic Beach, F132233 November 4, 2010 Construction Site Management Plan 1) Decking: See site survey. 2) Grading and Drainage: See site survey. 3) Parking will be in homeowners driveway. No parking will be on the street. 4) There will be no dumpster or portable toilet. 5) Any ground water pumped out of the pool area will be pumped to a vegetated area on the property, not into storm sewer or road. MAP SHOWING BOUNDARY SURVEY OF LOT 5 ACCORDING TO THE UNIT OF I SI�ILVA O i AI TE% U 0{ t AS RECORDED I PUB L LI A C REC RDS P DUVAL ) COUNTY, FLORIDAB OF THE CURRENT CERTIFIED TO: LEE H. PECK, AILEEN KATHRYN JOHNSON, OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, �, p / 1 1 AND KEITH WATSON TITLE SERVICES, IN t9 = S■Rc�[.e 4,1 15 x 0,5 tlZ.s _ � 5uR vat, 1 h Jl 15 115 X ©1S ROY kGT TDTIR t_ , t , ' 3' R = ;.v ,S Q= SJb X 15 x0,5K 1 .112.5 c.F F 02_3___ 6. 4_ ^ _ _ _.. __ (,� -.12 2)1/"...k., = IS 7 I 5 4 -. 1 S 03°49'10" E 90.00' (R) - LOT 9 1/2" RERAR S 03'50'16" E 90.00' (M) I LOT 7 ASSOC SURV 1 I 1.1' 1/2" LB.5488 LOT 8 ° 0 PLS.339= IZ ";( 1 •Z�� 0.9' n _ --- a 0 0- 13 0 U -¢ 0 ! t_ i 4. c..•. t...4 1T TI ° 0.4' 5' , cep 3 5' De F',{fi�'1 0.3' ° 0.7' T r -1c'S' E-C. P�14 A - LOT 4 LOT 6 pry . .-, . . ^30'3 - 1 1 ■._ licE 1.4 ° I QED �� t1.0 �I .o 4� + m 7 .o 71 'M ° i Pool Equip .o ' SCREENED DECK o .' WOOD ., I p ° r1 STEPS ry +-..,1 rNi 1 � 1 STORY ° BRICK & FRAME 7,1' re, W o.a' -�° NO. 1999 D 3 D FRAME a 1\ ^w �j + ! ') STORAGE nib 2.7' '- o 15.4' v, i t 7 . 2 r PORCH m• P O. Q 2 V,NIL j 10.5' ,,, 6.6'r' o 1138 0 t0 TO .4 2 FENCE •'O C_DNC ' 0.2' In c C PLANTER 1.7' .. " 1.7' 1.Y a BRICK / 18.1' :t COLUMNS . @ •' -iO 12.6' 4 do WALLS Additional Notes v CONC. WALK ro W 1 /2., H. 1 CONC, . N CAP -_ -- - l • . • DRIVE • UNREADABLE DOORS AND WINDOWS TO POOL AREA TO BE ALARMED TO _ii i.. X4" CM CODE. / ";' NO.3398 = T. P.T. R= 2814.79' 4. Area around Pool Area will be aAD BEARING REFERENCE LINE • . ' •'• • L =7.72' (M) Screened to Code.' N 03'49'10" W 82.39' (M) . '•. : ,.• N 03'23'37" W N 03 °49'10 IF 82.33' (R)1...-1' 772' (M) All barrier codes will be met. N 03 IF a .. , / '.,, s 7.87' (R) 1.5' CURB & GUTTER 1 " =' 30' $EL VA MAR /NA DRIVE (100' /w) POD l c (c(q' 6ad #141-1(24x1/9-12) i FLOOD ZONE "X' ■ AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN / Ft000 ZONE "X (SHADED)" - AREAS OF 0.2% ANNUAL CHANCE 6.000; AR EAS OF TX ANNUAL CHANCE WIN AVERAGE DEPTHS OF LESS THAN 1 FOOT OR 111TH DRAINAGE AREAS LESS THAN 1 SQUARE MILE: AND AREAS PROTECTED BY LEVEES PROM 1X ANNUAL CHANCE FL000. NI E Y 0 GIENERAL NOTES.: ' R S 1. BEARINGS ARE BASED ON PLAT BOOK 39, PAGE 94A S. 5 2, STRUCTURE NO. 199 SHOWN HEREON LIES WITHIN FLOOD ZONE X AS ASSOCIATED SURVEYORS INC. 3. THIS IS A SURFACE CE SURVEY ONLY.THE P EXTENT L OF UNDERGROUND FOOTINGS, ` LAND & ENGINEERING SURVEYS PIPES AND UTTLITTES, IF ANY, NOT DETERMINED. 4. JURISDICTIONAL AND /OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT it - 3848 BLANDING BOULEVARD LOCATED BY THIS SURVEY. I AI.II C•. fin.., . � �. .•.w w �. IM11.111.1111111.11.11.1111111.1111. Pervious /Impervious Lot Coverage Calculations Total Lot: I n Drivewa �/ � <+ Total House are C ~ ' New Pool Dec Q mE Totallmperviou 10,844 Sq Ft/ 4( s C pls nnh This eppr e zoning, subt development r approval for th with Florida Bt local, State at must be verifie Beach Buiidinl Buifdmg Perrr Approved By: Date: ......... NOTE CUSTOMER INFORMATION 1 Lf I have reviewed and I give my approval to NAME: Lee Peck CREATrNC A LESS STRESSFUL LIFESTYLE W proceed with the construction of this project. 1 ADDRESS: 1999 Selva Marina Dr. Di \ C L F y /� CITY: Atlantic Beach STATE: FL COMPANY PHONE: 885 -2106 ZIP: 32233 POOLS & SPAS, INC. WORK: CELL: H X Pi Fi Customer Date Pi Creating a Less Stressful Lifestyle! ,,, , „,..lt ,,,, h ,,,,„. ompANy 1 � ► r .. POOLS&SPAS INC. Phone: (904) 855 -0019 Fax: (904) 855 -0698 Atlantic Beach Building Permit Lee Peck Residence 1999 Selva Marina Dr Atlantic Beach, F132233 November 4, 2010 Aplication Index Group R -3 Complies with 2007 Florida Building Code, 2008 National Electric Code, 2007 Fire Prevention Code and COAB Code of Ordinances 1) Permit Application 2) Detailed Plans of Pool and Deck to be Constructed 3) Survey of Property showing pool and deck location with all set backs marked 4) Detailed structure diagram, Detailed Anti entrapment plumbing diagram, Detailed underwater light diagram 5) Steel Diagram 6) Detailed footer diagram 7) Total Dynamic Head Pump Calculations 8) Construction Site Management Plan 9) Pervious /Impervious Calculations Designer: John Hull Phone #855 -0019 Cell #237 -2329 Clift and Company Pools and Spas Inc. 7000 Atlantic Blvd Jacksonville, Fl 32211 ' 0 Z O - W cD n W O = .. - \ n - -1 o�. . �_ O -t O �Ca 3 "Ir1 n o ••••< F .. '. P CD 0 CD N 3 . m N .!...3 i r I , o � 2 - 0 ... 0 . 3 ... m . , 0 I v a a, CI o -.- 0 _, CO ,c 4 ,,\ . co m n 1, • .. t. 2. c.. ' 0" a ;4% 3 i — 3 ft. 6 in. o a n Y a 3 —I -1 N a w oft. 11 F � � IS C tn y m ( • --in-,----7,4- 9 c co O (n -a 0 �. w � 0. 0ft.11 m w —in- z ca. N 0 Cq O ft. 11 i n i 0 170 C7 m -0 i I 0 ft. 9 OHO (� . r U' .V.‘ / / 000- W G g f Z ( - CD 0 \` 0 n 3 m 0 to I F w 0ft. °' o � n ° a o � g* 76 +n a •05 3 o m _ E O N O m u`� K W CP W - °O m 2 N ._. N 39 k 3 1 CO N W \ - 1 ft. 6 in. 0 i in. A • , N • (D O n S m = o w : ° om v CD 0 °' n n ry o C7 m e co _ `� 0 * (- l a1 S' ° a> F-- = -- ;i N ,1 o 11 N co O O .D N : i -: :: ( D _ w < 0 -, m M3 C o. • 0 0 rn m m� gm C m x FIT 02 IS -1 /t 5 B. Pump Curves 140 e WhisperFlo w 140 1 WhisperFlo 3 1- Full-Rated Q 120 Full -Rated LL Characteristic Curve LL Characteristic Curve O -. -.„- 60 Cycle -1 Phase O 60 Cycle -1 Phase L 100 - �.__ 3450 RPM I ,,, too 3450 RPM ui u. Z 80 ``11 .Z11111111, z \ 3150 RPM a - „"o■.' WFE-12 a tu 60 0 ��0��1WWF 8 2 40 40 Q IM „�� 2hP� z 1750 RPM ` WFDS -8 ZO WFE 2 , ►�� WFE•1 WFShp 20 WFDS-6 2hp WFE 1hp ...1 ( W F DS -8 p 11/2hp 0 h� �.7b� I I I ~ O WF -6 3/16hp �/ 1 I l H 0 1 1 0 20 40 60 60 100 120 140 160 0 20 40 60 80 100 120 140 160 FLOW RATE IN GPM FLOW RATE.IN GPM Single Speed Models Dual Speed Models SAVE THESE INSTRUCTIONS. I C 1 inn ril l A71 111C1 - GENERAL DESIGN for_ —_�— Sl ax riser over 5' deep. Acceptable are stairs 10' ser with intermediate treads r!sers urnform1— id os h ?II meet the manufacturer 's mstall�ti °n regu�rements. �at the shallow end d re uirem — — - EntrylExit. re uired s uare mch min._are__ a1 -- minimum tr ead With 240 & swim outs will be max. 20 inl i S 50_ Ladd ate_ s corn L stems p°nents & e ui ment shall comp Circu_ lation s� —� e. The maximum turnover rate is 12 h res 800 s ft of surf t ret s shshall h vea an a_r release ands au - ° -Filters eet ANSI UL 1081 corrosio resis —_tart with st_ram & - -_he re uir -Purf s 3 h�& less shall m 600 s — {t, of surface area__ _ --____ -Surface skimmer i be lam mum f e r I be One for eve — — _Return inle___ - -- _ — — — Heater shall meet AN6 °r UL W �h1NSF 50.59_ si for 30 minutes or meet local code if greater. — Disivfectent e ui m at 15�� - -- -- -P ressure test i in _ _— — — 28 inches ma be 14" 4 feet & Maximum seat depth = S e lace S a Re uirements _ gaa sq Maximum water de th =— — _ _ 10, Ft - Floor Sloe 1:12 7_ mirnmum riser with 12" maximum. riser ex aced the bottom 89 Ft Ste s mi 0' X 1 if it is the seat. — -- s � - Intermitentl it shall have 1 hour turnover. If continuous a 6 hour ur ay 3332 5q Ft erature to be 104 de°deo ion safe s1 n5. - -- Maximum tern d area 68 2 SQ Ft Meet ANSI�NSPI Article VII safe -Pressure in' at 25 §si for 30 minutes or meet local code if I rea e . Pooh Dew' 4,912 SQ Ft -- Impervious Area., Electrical R irem__ _ - - al lmpe W_W r an bondinf &all ele?� to NEC Art. 580 or Local o e o Pervious Coverage pool brass to 3 box or transformer which as.2q �� Pe -T r nutlet o r Qu er n 10 from i l h above water box 4' from saa sq Ft/ 4912 sq Ft Transformers min ever is firs_ t except where PVC is a roved. Libki 4 CITY OF ATLANTIC BEACH 5 Ai 3 j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 ° INSPECTION PHONE LINE 247 -5826 Application Number 10- 00001355 Date 12/10/10 Property Address 1999 SELVA MARINA DR Application type description SWIMMING POOL /SPA Property Zoning TO BE UPDATED Application valuation . . . 54000 Application desc NEW POOL Owner Contractor PECK LEE H CLIFT & CO POOLS & SPAS 1999 SELVA MARINA DR. 7000 ATLANTIC BOULEVARD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 855 -0019 Permit ELECTRICAL PERMIT Additional desc . Sub Contractor . SIKES ELECTRICAL CONTRACTOR Permit Fee . . . 95.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 6/08/11 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE REQUIRED INSPECTIONS: *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) Roll off container company must be on City approved list and container cannot be placed on City right -of -way. If on -site storage is required, a post construction topographic survey documenting proper construction will be required. Pool -- Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage feature (swale, structure or lagoon). 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 �7+p Charged Paid Credited Due p OVE PERMIT IS APPR ONLY IN A& ANCE WITH 7[LL CITY OF ATLAMPACIACH ORDINANCE XND THE FLORIDA° 0 BUILDING CODES. 4 ` v CITY OF ATLANTIC BEACH �' J 800 SEMINOLE ROAD . ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 ti n 't ()189 Application Number Pa 2 10- 00001355 Date 12/10/10 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 ' .:. (} .= - JOB ADDRESS: 1 `I 9 9 S e l U/*- / / / I . /Z! 414 iO i PERMIT # /O -135-- NEW SERVICE 1 (Overhead ❑ Underground ❑ Underground up Pole ❑Residential (Main) Service ❑O -100 amps ❑ 101- 150amps ❑ 151- 200amps ❑ amps # ofMeters ❑ Commercial (Main) Service 00 -100 amps 0101- 150amps 0151- 200amps ❑ amps OCT Service amps Conductor Type Size ❑Multi Family (Main) Service 00 -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.) ❑ 100 amps ❑ 150amps 0200amps ❑ amps OCT Service amps ADDITIONS, REMODELS, REPAIRS, BUILD -OUTS, ACCESSORY STRUCTURES, ETC. Outlets /Switches: 0- 30amps 31- 100amps 101- 200amps Appliances: 0- 30amps 31- 100amps 101- 200amps A/C Circuits: 0- 60amps 61- 100amps - Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS ,6wimming Pool ❑ Sign ❑Smoke Detectors Qty ❑Transformers KVA ❑Motors hp • FIRE ALARM SYSTEM (Requires 3 sets of plans & Fire Alarm Checklist) Qt volts /amps VALUE OF WORK $ REPAIRS/NIISCELLANEOUS ❑Replace Burnt/Damaged Meter Can ❑ Safety Inspection ❑Panel Change ❑ OH to UG ❑Other: Mi /r Y_° P cot— , 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 P e. C- ` /� . Phone Number 1 73 a -S 0/ �. Electrical Company nn 51 � •CS G / ec�2 . / C29 Office Phone Fax Co. Address: 9 Uq L L 9 o f.) Au e St /41 7/ City 6#.14 v C- State ;l / Zip 3 oZ O O License Holder (Print): VIM ?' .S/J< e,5 Stat Ceitificatio egistration # bC COO 2./ a 4 Notarized Signature of License Holder G / / i7 , ., i Al; 4 0 Sworn'and subscribed befo ::144 w fl% p + O 701 20/e 4 °` 'b n'_� Signature of Notary ubli _ ° " - 1 • CITY OF ATLANTIC BEACH ;, r, ism 800 SEMINOLE ROAD r ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 a .: Application Number 10- 00001355 Date 12/13/10 Property Address 1999 SELVA MARINA DR Application type description SWIMMING POOL /SPA Property Zoning TO BE UPDATED Application valuation . . . 54000 Application desc NEW POOL Owner Contractor PECK LEE H CLIFT & CO POOLS & SPAS 1999 SELVA MARINA DR. 7000 ATLANTIC BOULEVARD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 855 -0019 Permit MECHANICAL GAS PIPE PERMIT Additional desc . Sub Contractor . PROGASCO, CORP. .00 Permit Fee . . . 130.00 Plan Check Fee . Issue Date . . . Valuation . . . . 0 Expiration Date . 6/11/11 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE REQUIRED INSPECTIONS: *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) Roll off container company must be on City approved list and container cannot be placed on City right -of -way. If on -site storage is required, a post construction topographic survey documenting proper construction will be required. Pool -- Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage feature (swale, structure or lagoon). Roll off container company must be on City approved list and container cannot be placed on City right -of -way. Other Fees STATE MECH DCA SURCHARGE 2.00 STATE MECH DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due PERMIT IS AI'YRU4ED SAC t1 Q DANCE WIfi 9,LP PITY OF ATUaKc9MACH ORDINANCEQ CIND THE FLORIDA° BUILDING CODES. -? L,r I f 1 _ '' ,• CITY OF ATLANTIC BEACH IA •l 800 SEMINOLE ROAD t . ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Page 2 Application Number 10- 00001355 Date 12/13/10 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.00 4.00 .00 .00 Grand Total 134.00 134.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph (904) 247 -5826 Fax (904) 247 -5845 JOB ADDRESS: i! / Se ` v A / /A 1 , A PERMIT # /6 /3S s' PROJECT VALUE $ a; - 00 - O v NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION REQUIRED Air Conditioning: Unit Quantity Tons Per Unit R Q Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets 3 Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps # Vented Wall Furnaces Refrigerator Condenser BTU' s # Water Heaters Solar Collection Systems Tanks (gallons) Cf 1' d.,..57.)54 Zs Wells 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 thh rovisions of any other state or local law regulation construction or the performance of construction. Property Owners Name ZZ Z F / c `c - Phone Number Mechanical Company 7 OS Are,0 CM/ Office Phone 7Z/ -61'.?) Fax 7Z! 5'7 Co. Address: 441 7 70 f' A1 Lr'N A ve. City .fyi x. State F Zip 3 z.z 4. License Holder (Print) ://,A) Z U " M Ala State Certification/Registration # 9.2 7/ Notarized Signature of License Holder i ` 1e • (0..-- - Sworn and sub abed before me is r ' - �v %� - - 20 a Signature of Notary Public IVP � 1' s s1oAa A g - -- ' Bonded Thru Notary Public Underwriters