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Permit Pool 342 5th St 2011 j '' f e 4e ` \ CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 , u '' { INSPECTION PHONE LINE 247 -5814 Application Number 11- 00002542 Date 9/02/11 Property Address 342 5TH ST Application type description SWIMMING POOL /SPA Property Zoning TO BE UPDATED Application valuation . . . 29000 Application desc NEW POOL AND SPA Owner Contractor DEGIOVANNI FLORIDA BONDED POOLS 342 5TH STREET 8608 BEACH BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 641 -5265 Permit SWIMMING POOL Additional desc . Permit Fee . . . 195.00 Plan Check Fee . . 97.50 Issue Date . . . Valuation . . . . 29000 Expiration Date . 2/29/12 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONA1 ELECTRIC CODE REQUIRED INSPECTIONS: *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) SWIMMING POOL SAFETY INSPECTION REQUIRED Roll off container company must be on City approved list and container cannot be placed on City right -of -way. Keep street clear of all dirt. Call Public Works (247 -5834) for erosion control inspection prior to any demolition or excavation. Erosion and sediment control inspection required prior to beginning any construction. Contact Public Works at 247 -5834. Keep street clear of all dirt. 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 2.93 DEV REVIEW - SINGLE & 2 -FAM 50.00 _��++�� STATE DBPR SURCHARGE 2.93 PERMIT I PRS�`I � , IN ACCORDAlI't'L' IWKLL CITY OF Ar'EA4'IC BEACH CA§Akrietti AND THE FITAIWDA BUILDING CODES. :�� CITY OF ATLANTIC BEACH '' ' ) 800 SEMINOLE ROAD '' -"' ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 4 -,vv �! Page 2 Application Number 11- 00002542 Date 9/02/11 Permit Fee Total 195.00 195.00 .00 .00 Plan Check Total 97.50 97.50 .00 .00 Other Fee Total 55.86 55.86 .00 .00 Grand Total 348.36 348.36 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. o BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH , • 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 Job Address: 31 ( k Permit Number: 1/ 3 ' L Legal Description L,,., i t 5 I B LKC. C S c� b ,1, „. ,4 t � p' Parcel # t= 16gq • —0000 Floor Area of Sq. 't, Ft Valuation of Work $, 9 f OCd Proposed Work heated/cooled non - heated/cooled CIass of Work (circle one): New Addition Alteration Repair Move Demoliti pooUspaiindow /door Use of existing /proposed structures) (circle one): Commercial esidential If an existing structure, is a fire sprinkler system installed? (Circle one): es o Florida Product Approval # For multiple products use product approva orm Describe in detail the type of work to be performed: v . g V 0 v\, < S• �t. k1 vin, vk, t 0 L q S Rd. Property Owner Information: Name: tn.E. t W ClUVe.�'1v � tt Address:31 E -i . City 1.. �s C l c C�stn State�C,Zip, 233 Phone o Eo 3 J n'S"ct 4 („ E -Mail or Fax # (Optional) Contractor Information: Company acne: o % � . A �,, A .e.,-k, / not.._ Qualifying Agent: Je \-F-c -e . Address: g(00 Q �■ R _',r z Ci CtC .s. o F lu ∎c. _ c'� Sate i t.or c! Zip t(�_ O f fi c e Phone Job Site Contact Numbe 2,,a •2 - 1 t 9 & F a x # 4 t - 2 64 State Certification/Registration # (> C — O ct 6 3 Architect Name & Phone # / ,..,W .. ;x•M-,„1•:k W.?0 • *s... ,_, . Engineer's Name & Phone # A ' Pee Simple Title Holder Name and Address t a "'AVM Bonding Company Name and Address 11111141111111111 Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the nuance 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 znd void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for aperiod of six (6) months at any time after vork is commenced I understand that separate permits must be secured for Electrical Work, 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 EVIPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH R YOU LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. hereby certify that l have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this ype of work will be complied with whether speed herein or not. The granting of a permit does not presume to give authority to violate or cancel the ■rovisions of any other feder. . • te, or local law regul• •'.: construction or the performance of construction. signature of Owne Signature of Contractor '...---6 ( Tint Name o_.I'1'1 ,i IP 1 Print Name �, /4 rt S o n 4oa. A. d sub•` ibed before me Sworn, an r , . ubs• ' .ed b- fore me al ttAil.l 11 this- :• A ; . Y ►o ��� , ! 1, c7irr ri r ,.,__ - te of Florida VOTKIAILItt �` Charles Notary E Public Po of Florida ,' �'s�i Powell fot ' _ blic �'” ' •. o` M om mieeion , �' _ eXPiree,zi,sr2o , a Notary Pub - ' ; neizo14 • evise. 01.26. 0 ANSI /APSP -7 2006 Specifies three methods for determining the maximum system flow rate. Degiovanni The following simplified TDH calculation si one of these methods specified. Simplified Total Dynamic Head (TDH) Calculation Worksheet • Determine Maximum System Flow Rate: Minimum Flow Rate Required: 35 GPM Per Skimmer (Required: 1 skimmer per 800 sf of surf. Area) 1. Calculate Pool Volume: 224 X 4 X 7.48 (gal. /cubic foot) = 6702.08 (Surf. Area) (Avg. Depth) (Vol in gal.) 2. Determine preferred Tumover Timein hours: 1.85 60 (min./hr.) = 111 (Hours) (Turnover in Min.) 3. Determine Max Flow Rate: 6702.08 / 111 = 60 + 22 = 82 (Vol in gal.) (Turnover in Mins.) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) 4. Spa Jett 4 X 15 gpm per jet = 60 flow rate. (# of Jets) (Jet Flow) (Total Jet Flow Rate) (For single pump pool /spa combo, use higher No. 3 or No. 4 in the following calculations for the pool & spa) Determine Pipe Sizes: Branch Piping to be 2.5 inch to keep velocity @ 6 fps max. at 82 gpm Maximum System Flow Rate. Trunk Piping to be 2 inch to keep velocity @ 8 fps max. at 82 gpm Maximum System Flow Rate. Retum Piping to be 2 inch to keep velocity @ 10 fps max. at 82 gpm Maximum System Flow Rate. Determine Simplified TDH: 1. Distance from pool to pump in feet: 49 2. Friction loss (in suction pipe) in 2 inch pipe per 1ft. @ 82 gpm = 0.1 (from pipe flow/friction loss chart) 3. Friction loss (in retum pipe) in 2 inch pipe per 1ft. © 82 gpm = 0.16 (from pipe flow/friction loss chart) 4 49 X 0.1 = 4.9 (Length of Suct. Pipe) (Ft of head/1ft of pipe.) (TDH Suct. Pipe) 5 49 X 0.16 = 7.84 (Length of Pressure Pipe) (Ft of headllft of pipe.) (TDH Retum Pipe) TDH in piping: 12.74 Filter loss in TDH (from filter data sheet): 7 Heater loss in TDH (from heater data sheet): 7 Total all other loss: 11 (Total all other loss includes but is not limited to...Waterfalls, 90's, 45's, valves, eyeballs, etc...) Total Dynamic Head (TDH): 1 37.74 Selected Pump and Main Drain Cover: Pump selection ISuperMax {PHK2RAY6F -103L} 'using pump curve for TDH & System Flow Rate (Pump model and size in Horsepower) Main Drain Cover (Pentair {500110) (System Flow Rate must not exceed approved cover flow rates) (Make and Model) Notes: Minimum system flow based on min. flow per skimmer of 35 gpm. Determine the Number and Type of Required In -Floor Suction Outlets: Check all that apply. L X Qo oQ I 8" Suction outlets @ I 144 'gpm max. flow (see note 2). 0 0 0 1 'Suction outlets @ I Igpm max. flow (see note 3). 111 '11 1 'Channel Drain 1 'gpm w/ I 'ports (see note 4). t rwvounforworsorsow+•4441.4rivierettiteoiovevicirmir, F r FILE COPY 4 d.144. x74.,..4: IuM n`',OR'iK'A"MPINt!> • TT --.... _ I D - .c.o!culation Option _ all t,l For each pump Total • Head In Feet Conversion Chart - r ,- Check one. Indies Mercury (Vacuum Gauge) /� Sirn;,lificd Total 9vnomic Head (`;TDHI - - ° 1_ 4 I 6 a 1 to u 1 14 -0 _ 0 . 0 1 23 4-5 1 6.8 9A 11.3 3.6 1 ,8 1 0- It - Cca-plete SIDH Worksheet - il ; Fill r, :,r i 1 1s.1 2L.i - II - i 2. : .5 1 6A� 1 1 9.1 11.4 13.6 159 16.1 20.1.! '- � -1 ( 2 I 4.6 6.9 _9.1 1 11.4 13.7 15.9 19_2 -� Tc,l�l Dynamic Head (MI) _- a _ - 1 - ' - ® 227 1 2.5.o __ 5.9 9 .2 1 1 13.7 161) 18.2 205 Complete Program or other oaks. Fill in required ± -- 9.2 115 1381 Aso 18-3 20-5 25.0 27 blank_ I on worksheet do attach calculations. -5 -_ _ its 13.8 16.1 18-3 120.6 222 zs.1 I v.4 ,® Maximum Flow Capacity _ 7! 1 in.4 3.9 18.41_20.5 22.9 212 27.4 29.7 313 34.2 211.7 1 2.3-0 25_2 27.5 29.7 320 34.3 36.5 I of tnew or replacement pump. 8 - 1 � 20.7 2A 253 27-5 1 29.8 32o 343 36.6 36.6 - s _ _ I god 23.1 253 27.6 29.8 321 Minim 393 4,., �0 10 1 23.1 25.4 29.9 12.1 34.4 36.7 389 41. 443.4 - 71 --- 4 .. 25.4 27.7 29.9 32.2 34.5 363 39.0 ® 43-5 45.8 _ _ 12 27.7 130 0 372 134 5 39.0 Notes 21 13 30.0 32.3 364 IE 4 R - C - 15 1 32b 34.6 1 369 39.1 41.4 1 43.6 M 1. If a variable speed pump is used, use the max. ® 45.9 482 50 ® 55 0 16 37.0 ®® 46.0 48.3 505 522 MO 57.3 I pump flow in t;alculations. � 17 39.3 4L5 EFEIMER 48.3 50,6. 526 ® ®031 0 18 1 41.6 �C� 46.1 46.4 50.6 m® ��� 2. For side wall drains, use appropriate side wall dr cin ri 19 113:1111231 4a4 50.7 ' s s z 4 E 620 flow as published : by •manufacturer_ " � Q 48.5 50 . 510. 94 sss 62 �� 53.3 3: Insert 'manufacturer's $2 .8 anfactures- name v ; and aproed 'iilaxlmum .,- 22 518- . 511 ' 55.3: ` 57:6 . - . : r �a��+�.� • flow .. ..23 : 53.1. ' 55:4; 1:,9• ,- . 4 See • 24 55.4 , r :::621= 66-r. • ; a910 ® ®163 instaiiabon: instructions...for number off. port to ¢5 9 4 Qae trz.3 . t6fib ss.1. � � . be used. : '- :. '_.but 67.3`> ® 71:4 �J : 78:1 _ • 27 • 62.4 64 65 -663t..:'692- ' ® y3.fi Nomua _805 82.7 5. In-Floor suction outlet cover /grate must conform #o •. 23 • 647 ®�Y 76.0 - 78.2 60.s. az.e as,o. most recent edition of ASME /ANSI A112.19.8 and be z9 s71). ® 76.0 78.3 80.5 au a5.1 873 embossed with that edition approval_ ' 31 E 733 ET a0.6 e iz COI 92.6 32 max 80.7 1123 rl5.2 � 89.7 92.0 6. Pump, Filter & Heater make and model cannot - 32 - a 78.4 80.7 83.0 65.2 87.5 89.7 92.0 Q 80.7 63.0 55.3 87.5 89.8 920 94.3 ]I changed, and equipment location cannot be moved 3 76.5 808 83.1 65.3 87.6 83.8 92.1 94.4 96.6 98.9 closer to pool without submitting a revised plan and ea9 N23 + 87.6 ass 9y- z 301.2 • TDH calculation worksheet for approval. NOTE FELD TDH MUST "8E;EQU4L TO OR HER • THAN THE CJ�Cl1LATED ; TDH. Flow and Friction Loss Per Foot • Schedule 40 PVC Pipe • . ve+or _Fee# Per srotd . - F.pe Sze 16 gxn 0.14' 21 g�rrt o13 26 9pm0�035 Drawn By. A R PATTON & Specializing in • 1 1S 137 yom • I . 0.178' 1 5o y pm 0.14' 62 tnts 0.21' Associates, Residential and Commerr;id . fps ,--- 1 ao6 ! 62 ... m o ttr tau ... 0.16 (407) 977-1892 Pools, Fountains and Featur_: 25 88 r 0.05• 117 spm 0.09' 146 g p m 0.13' 3' 136 aom 0.04' 181 0.07' 127 .•• 0.10 4' 234 .. 0.03' . 313 • 0.05' 392 • • • .0.07' • 6' 534 0.02' . 0.03' . • This form is the property of Gordon H. Sheparrison, PE and may only be used in conjunction With my Residential Swimming Pool Specification Drawings or by others with my written permission. I c: I I Clete . ate Swimming Pool Specification For: jvin1 I Fwvt 1 Ly ` did/ �.nr.c na CORDON H. SHEPARDSON, P.E. ' : M FL PE 11 19333 Contrac , rs Printed Name 672 N. Semoran Blvd., Ste 203 C. o 0 r03 Orlando, FL 32807 Contractors Cert. No. Office: (407) 275 - 1099 ?0y 1 s , 6 Fax: (407) 275 -1015 Scale: None Rev 0 - 2/16/09 Contractors leiep one o. x * ^rw,e� R4i w.n �^ �,� n. rr:.e� We r! r TF i•r yA • s 4' *'-.4 i";ti 1 6c'� r ti -- j 1 : 1 Rr :a �� o t ni t J r e ^' ♦ w i i . J .'a i�.2 J. � '' a„ �'s�� P "� � x ♦ u,q. ar 'll � 1 } E ' w r 2 -4;z- ..^'�^.: 't 4 °' 'l ` , $. i C 1 4? f v ti FA '> ,4v 't� + 4T+i S i g rs i , + g A i l, + 14 r ee . ., ry 1'F 573? - i . - �. - � t s iye +F �� � + A Wa bv k �` 0 ,, .. , i j :.li -- , ,,, .. -, x � +_,! r 1 < : SFr ,i i10, � ` C . - - ' . t i4 l X4..4# � , is. '- . 4F w s �'wr;,' itt yr r ma y ,,� S r SM�+c. iJ r .i.,E ! .1 U � �V.- K a+ " y ., s r,{, ° ,v •.:.�c_ E ' L � •�. 'nl't - .�" ��-- ''_18�K � y} d '„!' -� ".'%,.�p!a :w; i � Ay, j ; 2 1 . U'3'�:1 1 } ? . • 1 � x W +.1^ y 1 4444:. .i M i 1 . , yt+a. " : " .1e. . ».. ^y i; Y 1 . -.4 C .g.ti. i .i Vim" . i it,* ;_ ' r ...a sus .•x <o. N om„ . . 3Y FRlatort MOSS a11I LiSIIC-; ::PIP1:::" s ; :''..;.;"'.47--41:444 'LZ . y ,te iw v;r5.- "_. J�.i ...IA: r 1 =.J.- .�_ r7e," "∎••',U. r. P FEET OF HEAD PER 100 FEET OF PIPE, SCHED. 40 PVC t,, Flow Velocity Friction Loss irl � '< .r (Gals. per Minute) (Ft. per Second ; per ,,3 ) (Ft. per 100 Ft. - Velocity Friction Loss (Gal per Minute) (Ft. per Second r 1 -7 /2" PIPE - ) (Ft. per 100 Ft * ;sir -- - - ct 4 .63 1.50 - - . x . ��; - - -- _ 28 4.41 4 70 F:`;.,;, _ 5 .79 225 30 V -' ; , * _ 6 .95 .300 4.73 5.30 32 5.8 ' ' 7 1.10 .400 34 5.36 _ _ 8 1.26 .520 6.40 5 ' ` " 36 5.67 7.00 'kT - _ 9 1.42 ::•;St. 10 1.58 .630 38 55...963976 .99 7.85 .770 40 M 12 1.89 1.07 - -- 6.30 8.50 i :`'tS - 42 6.62 t 14 2.21 1.39 44 9.20 -- r'-'` 16 6.93 9 80 i , ; , 2.52 1.76 _ ` ,. • 18 2.84 2.11 46 7.25 10.06 r 48 7.57 ti� . 20 3.15 10.15 r *,• , -N _ 2.58 7.88 d� .I �.� 22 3.47 __ 2.98 50 10.24 t•- 24 55 8.67 10.45 - 3.78 3.60 60 10.69 26 4.10 4.20 9.46 2" PIPE 7 +try .67 .12 35 3.35 2.20 8 . _.y .15 40 3.82 2.86 .,, 9 .86 .19 45 4.30 3.40_ 10 .96 .23 50 4.78 4.30 12 1.15 _ 34 55 5.26 5.00 14 1.34 t , .,„ '^ _ 16 1.53 .56 60 5.74 5.80 65 6.21 , 6.70 18 1.72 __ 68 70 6.69 7.50 20 1.91 .83 '75 7.17 8.60 22 2.10 .98 80 7.65 9.55 24 2.29 1.15 85 8.13 10.7 26 2.49 1.33 90 6.61 11.8 28 2.68 1.56 95 _ 9.08 13.2 30 2.87 1.74 100 9.56 14.4 RICuo, LoSS NII l S ` '.:r tz.? 4 .. EQUIVALENT LENGTH OF STRAIGHT PIPE (FEET) Size 1/2" _ 3/4" 1" 1 -1/4" 1 -1/2" 2" 3" 4° Gate Valve (Full Open) 0.6 0.7 0.9 1.2 1.3 1.6 2.0 2.7 Elbow, 90° 3.6 4.5 5.3 6.7 7.5 8.6 . 11.1 13.1 Elbow, 45° 0.7 0.9 1.4 1.8 _ 2.2 2.8 4.1 5.6 Tee (Straight Thru) L.; A e_ 1.8 2.5 3.3 4.7 5.7 7.8 12.1 17.1 Tee (Thru Side) a Can Lv, 4.3 5.4 _ 6.7 8.8 _ 10.0 12.1 17.1 21.2 Swing Check Valve 8.1 8.9 11.2 13.1 152 19.1 27.1 38.2 The friction loss in a Great American Waterfall g from 12" to 60" is the equivalent of a branch Tee '(.if i� P SuperMax® Pumps -r � '� '; High Performance Pumps 7 1 i,,,• 1 Y �` v t 0: iieI' ..i 't 1 � �. � S 1 Featured Highlights -` . • SuperMax by Sta -Rite® is a direct replacement •f � ...+ ! ', -- v for the Hayward Super Pump`®` ;'.. j , li't • Single and two -speed models ranging from Y2 s r x / j ii� a - t , f +A' +. to2 '/2Hp b; t ";' t ` r, • Cam and Ramp lid locks and unlocks with a !3 "7.0',.`,..,,,,i;, `„ 1 r r,--- ° simple quarter turn `, P * f.;;,, :' •Exterior thermoplastic resin withstands ' * s ¢,, {F� temperature extremes and delivers long life 4 " _ . SuperMax Pump E e a.. ...! . j � , „ I +? 1 The new SuperMax pump from Sta -Rite features a commercial grade, 56 square flange motor for top performance in , N ` "" residential swimming pools. SuperMax is a superior drop -in replacement for Super Pump.The p p advantage for consumers 7 is its quiet operation and economical performance.The benefit to pool professionals is its ease of installation (union 1,'?, , � . :, fittings are included and the pump easily drops in place) and reliability. �o Z. Ordering Information ' Full Load Primary Carton 4 , .=„07,:s; s; Certi Product Model Voltage Amps HP SF SFHP Listings and Port Size Wt Curve Certifications' (NPT) (Lbs) Key S7 kaaZ e • ` i -. ' ENERGY EFFICIENT SINGLE SPEED . _ AI "4 s,. r ., ; PHK2E6C -IOOL NI -I /2AE -HP 115/208 -230 8.8/4.5 -4.4 1/2 1.90 0.95 UL' 1.5 "x I.5" 38 E 4 : r?~�"ra1' ' i PHK2E6D- 10I L N I - 3 /4AE -HP 115/208 -230 8.8/4.5 -4.4 3/4 1.25 0.95 UL ' 1.5" x 1.5" 38 F e4L 11�: ti r.1 �cf PHK2E6E -102L NI - IAE -HP 115/208 -230 14.8/7.8 -7.4 I I.10 1.25 UL' 1.5 "x 1.5" 38 G a `t. PHK2E6F -103L NI -I -1 /2AE -HP 208 -230 9.6 -8.8 I -1 /2 1.10 1.65 UL' I.5 "x 1.5" 40 H ',4,%t ^ ' ‘ PHK2E6G -104L NI- 2AE -HP 208 -230 11.0 -10.2 2 1.04 2.20 UL' I.5 "x 1.5" 48 I ' � �} PHK2EAA6G -105L NI -2 -I /2AE -HP 208 -230 I1.0 - 10.2 2 -1/2 1.04 2.60 UL' I.5 "x 1.5" 54 11 a . STAN EFFICIENCY SINGLE SPEED- f p , 4; PHK2RA6C -IDOL NI- I /2F -HP 115/230 10.8/5.4 1/2 1.95 0.95 UL',NSF 1.5 "x 1.5" 38 E 11 � . . : PHK2RA6D -101 L N I - 3 /4A -HP 115/230 10.8/S.4 3/4 1.25 0.95 UL', NSF? 1.5" x 1.5" 38 F , ,� s .t * ' PHK2RA6E -102L NI -IA -HP 115/230 14.2/7.1 I 1.25 1.25 UL ',NSF' 1.5 "x 1.5" 38 G i x�c } ^'•" , PHK2RA6F -103L NI- 1- 1 /2A -HP 115/230 16.0/8.0 I -1/2 1.10 1.65 UL',NSF 1.5"x 1.5" 40 H ., ., PHK2RA6G -I04L NI -2A -HP 115/230 22.4/11.2 2 1.10 2.20 UL',NSF 1.5" x 1.5" 4d I E t. }, A ^. : PHK2RAA6G -105L NI- 2- I /2A -HP 230 11.5 2 -1/2 1.04 2.60 UL',NSF' 1.5 "x 1.5" 54 ) + .- \ ^* --'•` I ' ?ENERGY EFFICIENT- SP EE D 34SGRPC'F L SP ,.' 4.-1,.-.4.:14' Y f , . : EEC IM RPP'F " ---•:,;:,_ - - - .. w rMM,.,✓ W .fy. 4 � , ta- nmw.f�e ' •'. -. PHK2RAY6D - 101 L N2- 3 /4A -HP 115 14.6/4.7 3/4 1.67 1.25 UL , NSF 1.5" x 1.5" 39 � �«'� � z A,F g ` ` s PHK2RAY6E -102L N2 -IA -HP 230 6.0/2.3 1 1.25 1.25 UL',NSF 1.5" x 1.5" 39 8,G 4iti w z1 ;4 _" PHK2RAY6F -103L N2- I- 1 /2A -HP 230 7.8/3.0 I -I/2 1.10 1.65 UL',NSF 1.5 "x 1.5" 41 C,H �` PHK2RAY6G -104L N2 -2A -HP 230 10.0/3.5 2 1.10 2.20 UL ',NSF' 1.5" x 1.5" 49 D, I '�., n +.ui +..4. -y k rh'e .au pb i `t y- yat 2n,M1 tiCr Ei^:':''N . a 2 r ,:4 �s 4-,'.?,' .A.N..; I i 351 157 Union Kit - 1.5" Internal Slip X 2" External Slip 1 t at '. ''UL' indicates that pump bears a UL mark signifying evaluation to U.S. Standards ULI081 for Permanently Connected Sw r nmirg Poo! and Spa Pumps and i' 1 l'i to Canadian Standards CAN/CSA C22.2 No. 108 -01 Liquid Pumps For Swimming Pools Only (Enclosure 3). • t IT :1 ,1,2. : ''NSF' indicates _hat umo bears a NSF mark signlry g p r, evaluation to NSF Standard 50 nor Self - Priming Cer:r gal ?.: For Swl rnm,.n Pools C,ii/. ‘ 1 'Product may have beer evaluated to other state and local regulatory standards Listing status may change. Always confirm status with aoorooriate agency ,4,- i f „ do..ot. 7 I' r Hay ward" 2PC iuper Pump' are g ste: cd trademarks of Hayward industries, Les, Inc. ' t A' I I/ 4 y 1 up rllax Pumps , 1 High Performance Pumps y j ." Dimensions and Performance .. - 1 Sta-Rite SuperMax Series Performance Curves M _ ._ , 100 I _ 1 30 90 I k 25 4, 80 BET EFFICIENCY SIZI G I s. 20: 19 60 iiimarvim 4 - 9 . . 15- 50 ,. . 10- 0 30 11111 ii■LJW■Iliiii61H E� go 20 VI , 10 moil. ,, ..-' li II lift, Milla H t 0— 0 A B C E �� 0 10 20 30 40 50 60 70 80 90 100 110 120 130 & ` US Gallons Per Minute ' , r . 1 1 I 1 I I I I I I I 1 1 1 I 1 I I 1 1 I I I 1 I 1 i I 1 1 IF " 0 5 10 15 20 25 1 /HR ': A. • 0. N ■ '' 1 „ F I, III . 4 r it t 'i � Z'I „ e�I -�� 4. 92 RE ' 2526 REF 9.73 REF 8.38 REF 24.91 REF i. 11111INOINNI•!II m _ _ I -I �� 7.68 REF 10.78 REF P �_� 1___ IC • °41 I O .� ' O IO l2 REF 1 ' ' . 1 11 I I O U H, _ ` I 7" : I ' �� a 1 I / See page 480 for replacement parts. 17I h • MasterTemp & Max -E -Therm Heaters Pentair Pool Pool Products' Because reliability matters most AVERAGE PRESSURE DROP FOR ALL MASTERTEMP AND MAX -E -THERM HEATERS (Each model has a different minimum firing flow rate) 9•00 - 8.00 - 7.00 - r - N Z 8.00 - a 0 5.00 - _ tu X 4.00 - D to 01 re QJ 3.00 a 2.00 1.00 0.00 • • 0 20 40 80 80 • 100 120 140 FLOW RATE IN GALLONS PER MINUTE .. • • Rev 02/19/2009 SYSTEM 2 SPECIFICATIONS Ilnl Filter ))) ■p,, Inlet Dim B r, uupunu Minimum Outlet IreZI Service �` _ `'�� Pump Air Release Valve 1 6 • _ Height ' �s �♦• r (Pressure Gauge I To Po O. 0 Behind) _ � � Upp 1 , �i� ,_�� i Tank From , 1, " Shell Pool 4085 1001 Posi -LokTM FIGURE 1B — Piping Connections Ring Safety 1 IVIIII111UI11111111E Dim A Latch 1. ni I _ 20 (138) r ( 18 124 Lower 1 18.58" Dia. > 16 110 ) Shell —� (472 mm) 1a (s7) 2" NPT Outlet Inlet ._ _ i 12(88) Inlet or 2" N or Drain g to (69) Drain 2" NPT ° a 8 (55) Drain '—''.4 _ O _....4 I I 1 1 6 (411 , Plug �� ice. 4 ( I 43100203 2 (14) f <- 1$° Dia. > I �� 10 20 40 60 80 100 120 140 ; 160 (381 mm) 2.25" (38) (7s) (151) (227) (303) (378) (454) (529) ■ (606) (57 mm) Flow in Gallons Per Minute (LPM) t80 FIGURE 1A — Dimensions in inches (mm) FIGURE 2 — Pressure Drop Curve (669) Table 1 - Filter Specifications Model No. PLM100 PLM125 PLM150 PLM175 PLM200 PLM300 Filter Area sq. ft. (m 100(9.3) 125(11.6) 150(14) 175(16.3) 200(18.6) 300(27.9) Max. Rated Flow GPM (LPM) Commercial 37(140) 47(178) 56(212) 66(249) 75(284) 113(428) Max. Operating Pressure PSI (kPa) 50(345) 50(345) 50(345) 50(345) 50(345) 50(345) Max. Continuous Water Temperature F(C) 104 °(40 °) 104 °(40 °) 104 °(40 °) 104 °(40 °) 104 °(40 °) 104 °(40 °) Dimension A — Height (mm) 27- 3/4(705) 27- 3/4(705) 27- 3/4(705) 27- 3/4(705) 27 - 3/4(705) 37 - 5/8(956) Dimension B — Minimum Serivce Height (mm) 38 1/2(978) 38 1/2(978) 38 1/2(978) 38 1/2(978) 38 1/2(978) 57(1,448) 4 r t E ': 4 k x s: L t� l k E ,: r . r Main Drain Frame and Grate Pentair Water Pool and Spa b a+µ • ,'' i i • r 7 r M StarGuard '` Main Drains comply with provisions of the ANSI /ASME I " , i 1 tr . 11y � -'- S'f :1T Y { t ` 7C� i J � a A112.19.8 -2007 standard and the Virginia Graeme Baker Pool and �' ,� k P • New, Improved 8 in. Round i Spa Safety Act. High quality StarGuard main drains are available in Main Drain white, black, gray, and dark gray as well as a variety of configurations to fit any residential inground pool or spa installation. StarGuard ' Available in Multiple Colors main d1 ains • have an industry leading 15.35 square inches of open area • Compliant with the Virginia for water flow and allow flow rates up to 72 GPM at 1 -1/2 ft. /sec. Graeme Baker Act T 4 F'rnc'i t 4 1 r L a f ' , s c r T'a�` '' Y �'�µ r te'' -r+ y, rr7 POO (G.. FPO ` r 0 ! I l r ( ) :. , ," ) "�' . "�" '"'• , �t1 {' ' t � r I < <�_gDk�,� .�f�L,(t � (, � Y. r �� t� t tom;} i'cy_g�t•H' � 'F a:��dL�+• -. .. , c4r•!x4«4 r'� 7 ,t2: rrl. 7+/416 ,4'q . I;S a P.:, .: t. t )t.0iv i.1a1FA. ? r N 500108 8 in. StarGuard rover wllong ring (single), white � �� 144 112 15.35 -- 500100 8 in. StarGuard cover w /long ring (single), black 144 ti 112 15.35 'c;. 500101 8 in. StarGuard cover w /ion ring sin dark gray g g( le g) g 144 112 15.36 500102 8 in. StarGuard cover w /long ring (single), gray • ' � aY 144 112 15.35 '- � t �,.` 500140 8 in. StarGuard cover w /long ring (2 pack), white Iqq 112 V•''R 500141 8 in. StarGuard cover w /long ring (2 pack), black 144 112 15.35 41 . 15.35 500142 8 in. StarGuard cover w /long ring (2 pack). dark gray 144 112 15.35 500143 8 in. StarGuard cover w /long ring (2 pack). gray 144 112 15 .35 I )• G tbf 7�, ,t I r • a q G t t vN � , c o l` � - t +�`r�g��'(�!' 500103 8 in. StarGuard cover w /short ring (single), white 144 112 15.35 Y y r. � g in. StarGuard cover w /short ring black Iqq 112 15.35 8 ( 500104 8 in "s 1 44 500105 8 in. StarGuard cover w /short ring (single), dark gray 144 112 15.35 .Iepniiiii st 500106 8 in StarGuard cover w /short ring (single), gray 144 112 15.35` 500144 8 in. StarGuard cover w /short ring (2 pack), white 194 112 15.35 "+ 500145 8 in. StarGuard cover w /short ring (2 pack), black 144 112 15.35 g 500146 8 in. StarGuard cover w /short ring (2 pack), dark gray 144 112 15.35 * • 500147 8 in. StarGuard cover w /short ring (2 pack), gray 144 112 15.35 t "nrrYhS�'ww►•,�y,�t : Nr N.�'G'a3 r , �, r r K 't' / ,I M f t 1t a 1: r ax ' S k „5 • h. , . .#'. . , . , v for 'J)4 , . 1 . , -, 1 L '� z a,' f.';'7',;.'7, 0 r S s t� , { A � r... 1 . � fl , . . k w l t'.. rh ik. M4-4.t} t.oiw ,, ..dt w tMxa:_ F .q 8in. StarGuard drain w/ 2 in. side & 1 -1 /2 in. bottom ports 500110 ABS sump wiring & cover 144 112 15.35 (2 pack), white "gat nnnon.. 8 in. StarGuard drain w/ 2 in. side & 1.1/2 in. bottom ports 500111 ABS sump w /ring & cover 144 112 15.35 i t (2 pack), black 8 in. StarGuard drain wl 2 in. side & 1.1 /2 in. bottom ports 500113 ABS sump wiring & cover I44 1• (2 pack), dark gray 112 15.35 8 in. StarGuard drain wl 2 in. side & I -I /2 in. bottom ports 500114 ABS sump w /ring & cover 144 112 15.35 4 (2 pack). gray 4 F". xt"s7taYl a3= ?+.,•... , a d3•a.. S r^. - : `.. w .. -i, . r c - .:. 500115 8 in StarGuard dram w! 2 in. side port ABS sump wit mg & { ;e cover (2 pack). white 149 112 15. Sr • nnnu„ 500116 8 in StarGuard dram w' 2 in side port ABS sump wiring & cover (2 pack), black 1 112 15.35 1', 6 8 m. dram w/ 2 m . side port ABS sump wring & • r 500117 cover r (2 (2 pack), dark gray 144 112 ISi35 r y 8 in. StarGuard drain w/ 2 in side port ABS sump wiring & 500118 cover (2 pack), gray 144 112 15.35 E,, 1 F i..,„ . Bermuda Skimmer • + Pentair Wat Pr _- Pool and Spa • ---;;;1---LIC---1 Skimmer ad 7 - • • . . . . . . . . . . , . . Lt . • •-• ' • ' 1 ws 0 50 60 70 80 GPM 1.5 inch 2 inch • Rev 02/19/2009 r i City of Atlantic Beach APPLICATION NUMBER : i r 1.W. s J Building Department (To be assigned by the Building Department.) ` 800 Seminole Road / Atlantic Beach, Florida 32233 -5445 (1 '� Phone (904) 247 -5826 • Fax (904) 247 -5845 ,t ' - �r f3 t) E -mail: building - dept @coab.us Date routed: 1 2 `� ' /1 City web -site: http: //www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 54 6 <rm .C-7zi £-1 ;,:: ='ent review re • uired EMI o Applicant: A/40 1 044 Roo ! Planning & Zoni • „ _- Project: /UtGJ d 6 L -i) ,� # it, d Pub c Works or _- IIIIIIII 4 Public F i i iesIIIIIIIIII Fire Services _- Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI TION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: iv 6 � h . : A d / v �7 BUILDING PLANNING & ZONING y 6>-0C-11 —7-- Reviewed b: Date: TREE ADMIN. Second Review: approved as revised. ❑Den ed. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 4 \ ,. 1 ‘ i City of Atlantic Beach . ' APPLICATION NUMBER a '' Building Department -- - 800 Seminole Road (To be assigned by the Building Department.) ov Atlantic Beach, Florida 32233 -5445 / /.. OP .5 I/ Phone (904) 247 -5826 • Fax (904) 247 -5845 /� ° 'e 9P E -mail: building - dept @coab.us Date routed: 6 2 City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: S4 -` (('� P rtY � c�`i�72i El ,�_�ent review re • wired Yes No Applicant: / ,&--,7 p/a Rd 1 + 1 ! Planning & Zorn -' Project: /V 6 6 C - ,, , A-- 4 Public Works'- /~ Public i i les21111111111111111 Fire Services _ - Review fee; E ;`' .s . z; t ; ;' pt i} n : * r *a l x , : y' n 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. EDenied. (Circle one.) Comments: BUILDING Q PLANNING & ZONING) Reviewed by: 8 tk3 U Dat : 2L t o1 1 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 07/27/10 s1r City of Atlantic Beach APPLICATION NUMBER ei , Building Department =y� vE D (To be assigned by the Building Department.) 800 Seminole Road j r Atlantic Beach, Florida 32233 -5445 / A O 2 5 2011 / GY , 1/,i Phone (904) 247 -5826 Fax (904) 247-45 " r;� E-mail: building - dept @coab.us _ Date routed: f 24/ / City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 54 6 971 , - 72i £/ taw,. %ent review re • uired Yes No Applicant: i cv th i ' 44 /� �` 4 Planning & Zoni a or == Project: / LL -) ' Pd 6 C �,,p �E._- � Public Works` Public U[Tbes _- Fire Services _ - Review , ' , ?? 9 =, di. ". n � r ` Xla • 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. EDenied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: 8/24(P TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. P = i/ O 4, S Cements: • -IC 40rW1 PUBLI SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 rsy'"�''1r.� City of Atlantic Beach r 5 1 A Building Department APPLICATION NUMBER " ° 800 Seminole Roadr�. (To be assigned by the Building Department.) Atlantic Beach, Florida 32233 - 5445 ✓` ". / _ C>P 1 /Z r , Phone (904) 247 -5826 • Fax (904) 2 • : • 5 ' g � i3 0 E -mail: building - dept @coab.us (/// Date routed: 1 y /// City web -site: http: / /www.coab.us APPLICATION REVIEW AND CKING FORM Property Address: S4 �°�` ('' / . _ _ . rtY c�J cn�� £`� �,�,,_, review re • wired Yes No Applicant: 2D,e� dw , - thi Ra Planning & Zon7 Project: 4/ t ) 6 / _�" Zs' r a or (� ' A-- / Public Works _- 4 Public i i ies _- Fire Services Review �K t as t i at uw k Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ['Approved. Denied. (Circle one.) Comments: d 44..jj ,1' BUILDING PLANNING & ZONING Date: �e/.1-0/ �� Reviewed by: TREE ADMIN. Second Review: A roved as revised. PP ❑Denied. PUBLIC WORKS Comments: p_, f SC i e / G , „t PUBLIC UTILITIES � I- _ r PUBLIC SAFETY Reviewed by: Date: ( -A iI FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10