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Permit Pool 377 4th St 2011 64 Ot ~y ` CITY OF ATLANTIC BEACH s1 800 SEMINOLE ROAD 0 , n, .,,,, , -7- ATLANTIC BEACH, FL 32233 -` . , " INSPECTION PHONE LINE 247 -5814 " `• On Application Number 11- 00002631 Date 9/27/11 Property Address 377 4TH ST Application type description SWIMMING POOL /SPA Property Zoning TO BE UPDATED Application valuation . . . 18880 Application desc NEW POOL Owner Contractor FOPPIANO THOMAS D AND DANA H FLORIDA BONDED POOLS 377 4TH STREET 8608 BEACH BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 641 -5265 Permit SWIMMING POOL Additional desc . Permit Fee . . . 145.00 Plan Check Fee 72.50 Issue Date Valuation . . 18880 Expiration Date . . 3/25/12 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 NO POOL FINAL UNTIL FENCE PROVIDED. Call Public Works (245 -5834) for Erosion and Sediment Control Inspection prior to start of construction. Other Fees STATE DCA SURCHARGE 2.18 ENG REV PRE APP > 3 HRS 25.00 STATE DBPR SURCHARGE 2.18 Fee summary Charged Paid Credited Due Permit Fee Total 145.00 145.00 .00 .00 Plan Check Total 72.50 72.50 .00 .00 Other Fee Total 29.36 29.36 .00 .00 Grand Total 246.86 246.86 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ts`',''' City of Atlantic Beach APPLICATION NUMBER tit Building Department (To be assigned by the Building Department.) 800 Seminole Road / t r. Atlantic Beach, Florida 32233 -5445 //// r�s �j 3 ,� • Phone (904) 247 -5826 • Fax (904) 247 -5845 G >� :.O;i 9r E -mail: building - dept @coab.us Date routed: / /�i`y // City web -site: http: //www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 37 2 'V" Jr Department review required Yes No Applicant: //ida_' ZG','/ 0 /,4 zi 7 e' � Planning & Zo`nir�g T ree Administrator Project: 1) i /4 c c 6.. public Wo k M ablic Utilities Public Safety Fire Services F 'lr kta .�', iEr fk. uuti or: f�. r�4 { .� ✓ ..w. ;; U _ 4 Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: KApproved. ['Denied. (Circle one.) Comments: go W m fella IS(f)olit(kl BUILDING /� • ' NNING & ZONI = Reviewed by: ate: 7h91&11 E ADMIN. Second Review: ['Approved as revised. ['Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. ❑Denied. Comments: Reviewed by: Date: I Revised 05/14/09 r. �. i ANSI /APSP -7 2006 Specifies three methods for determining the maximum system flow rate. 1 Fopianno 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: 189 X 4.25 X 7.48 (gal. /cubic foot = 6008.31 (Surf. Area) (Avg. Depth) (Vol in gal.) 2. Determine preferred Turnover Timein hours: 2 60 (min./hr.) = 120 (Flours) (Turnover in Min.) 3. Determine Max Flow Rate: 6008.31 / 120 = 50 + 53 = 103 (Vol in gal.) (Turnover in Mins.) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) 4. Spa Jets: X gpm per jet = 0 flow rate. (5 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 3 inch to keep velocity @ 6 fps max. at 103 gpm Maximum System Flow Rate. Trunk Piping to be 2.5 inch to keep velocity @ 8 fps max. at 103 gpm Maximum System Flow Rate. Retum Piping to be 2 inch to keep velocity @ 10 fps max. at 103 gpm Maximum System Flow Rate. Determine Simplified TDH: 1. Distance from pool to pump in feet: 52 2. Friction loss (in suction pipe) in 2.5 inch pipe per 1ft. @ 103 gpm = 0.07 (from pipe flow/friction loss chart) 3. Friction loss (in retum pipe) in 2 inch pipe per 1ft. @ 103 gpm = 0.1 (from pipe flow/friction loss chart) 4 52 X 0.09 = 4.68 (Length of Suct. Pipe) (Ft of head/lft of pipe) (TDH Suct. Pipe) 5 52 X 0.16 = 8.32 (Length of Pressure Pipe) (Ft of head/1ft of pipe.) (TDH Retum Pipe) TDH in piping: 13 Filter loss in TDH (from filter data sheet): 11 Heater loss in TDH (from heater data sheet): Total all other loss: 4 (Total all other loss Includes but is not limited to...Waterfalls, 90's, 45s, valves, a : balls, etc... Total Dynamic Head (TDH): 28 Selected Pump and Main Drain Cover: Pump selection 1SuperMax (PHK2RAY6G -104L) 'using pump curve for TDH & System Flow Rate (Pump model and size in Horsepower) Main Drain Cover Pentair StarGuard (500110) l (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. 1 21 8" 'Suction outlets @ 1 144 Igpm max. flow (see note 2). p_ 3' l�l Qo QO 2 1 (Suction outlets @ 1 Igpm max. flow (see note 3). 11 ■11 1 Channel Drain 1 19Prn w/ 1 'ports (see note 4). REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL. `L REQUIREMENTS AND CONDITIONS. REVIEWED BY: G 0 P _1 DAVE: 9'19-1/ • • f _Cloicu1g!_ion Ootionf' Tofal Head In Feet Conversion Chart For each pump Inches Mercury (Vacuum Gauge) 0 1 6 10 r r ---Check 1 ctir- ,lifi -1 Total '.'- is 'r;. -nd _(' 1DHI one. _ o . . _I j o.o t s _ I 6a 98 A I ® 1.3. I 11 lss 14 lr.16 . � t I � 1e • r�. .,.._ Worksheet , „tt �� It i 1 i ..K f 68 1 9.1 ® 13.6 159 18.1 20.i�^" C.1,..p e e STDH - Ft, c . vn7i,n... 2 _ i 4.6 69 9.1 11.4 13.7 15.9 18.2 20.4 5. Tninl Dynamic Hend (Mil I �__ 9 tt 11.5 16A 20.5 2so n 3 273 f---] Complete Program 9.2 13 1 6. 0 ` 183 205 BEI mplete Pro r are or other cafes. Fill in re uit d I 27 23 m•6 1' 9 q 5 11S 13.8 16.1 18.3 20.6 22d 25.1 27.4 ,29.6 319 blunt;- on worksheet de coach calculations. 6 - 13.9 16.1 18.i7 2^11 729 251 27.4 29 -7 IJi 342 18.4 z I�rlrinurn Flow Capacity - 7 - ! 1�z 20.7 1 i3o zs, 275 29.7 320 343 36s 8 18.5 20.7 230 25.3 27.5 1 29B 32.0 34.3 36.6 36.8 of the new or replacement pump. s - _I 203 211 25.3 27.6 29 32.1 ® ' tam® 10 23.1 25.4 EMI 29.9 32.1 ®. 36.7 38.9 41.2 11 1 2 .4 27.7 29.9 321 34.5 36.7 39.0 41.2 435 45,8 _ _ .-. 12 r 27.7 1 310 322 34.5 39.0 ®© 454 48.1 iiiii.......................7......i........... Notes 1J 30.0 32 3 364 ®�i.a� 48.1 50 4 0 14 32.3 34.6 1 369 39.1 41.4 1 6 111= 48 2 50.4 • . C) 15 34.6 1��� 43.7• 45.9. 48.2 50.5 EM U 1. If a variable speed pump is used, use the max. 16 m ®® 46.0 48.3 so �T_,� o IBEll pump flow in calculations. . 17 . 434 46.1 40-3 50.6 ® ®IETI O 18 i��l� 48.4 50.6 528 ®� 12. For side wall drains, use appropriate side wall drain • a 19 i©' 48.4 50.7 529 55.2 ® 59.7 62n lllt'+�.� 1 : flow as published': by manufacturer v 33 �31 . 50.7 510 55,2 ' 573 -593 RIMIER N 21 48.5' saa. _ 53A: -:576 '59.3 ..621 Earnll .'- • _. - 22 SOB' :531 374 -' w-9. - ex 3:- Insert �manufdcturer s' name and aQroded °rifoxirntim - �Il�® • • flow .: . .. 23 S �� .'. 622 64: - 24 55.4 •57:7 eo.O �Z I.445 16.7'. •:419.0 ® ®e 4 'See - tnstaiiatioii= instructions _.for • n umber of_ pons to _ �' 57B l - _ :e41: ��q� • - : - be used. , ...:- - -.25 Ear 473 1 . , 04 -. 27.' "624 - :64:6. 668':: co;.71 s ; :73.7; ° wa :80.5 . au ' - 5. In -Floor suction outlet cover /grate must conform t o 2E 29 67.0 ® ' 73 7 7s ° 80.5 82.8 : 85.0 �'-��® 73B 76A 78.3' t805 82.8 85.1 673 . most recent edition of ASME /ANS A11 2.19.8 a nd be 30 69.3 71.6 734 , 713 53.5 eo z 85.1 69.6 embossed with that edition approval. 31 @n 76.1 78.4 817 82.9 852 [inns" no 32 Q r . 78.4 80.7 63.0 85.2 875 89.7 920 �i„I 6. Pump. Filter & heater make and m odel cannot - 33 76.2 p 817 1130 813 67.5 tl9.8 920 94.3 l� changed, and equipment location cannot be moved 34 78-5 9118 am 85.3 57.6 e .8 KUM= 96.6 .96,9. closer to pool without submitting a revised plan and 35 83 ' Ill • 85.4 17.6 899 91 -2 94.4 96.7 96.9 101.2 TDH calculation worksheet for approval. NOTE FIELD TDH .PRJST'BE'EQWJ.. TO OR HIGHER . TNAM THE CALCULATED TDH. • Flow and Friction Lass Per Food Schedule 40 PVC Pipe . Velcay - Feet Per Second i=ce s 6 fp 8 f to rp rown . D By: A R - PATTON & l'�n in • 1" I 16 gxn 1 0.14' 21 gpm I 0.23' 26 gpm 0 .3 5 Residential and Ls - 1 37 gpm 10.08' 50 gpm : 0.14' 62 TM 0.2 i 2 ! 6: g--:' 0.o6• ! 62 gpm 0.10' 10.3 gpm 0.16' (407) 977 -1892 Poole. Fountains and Feahir_; . 2.5' 1 138 gpm 1 o.os' . 1 117 gpm 0.09' 146 gpm 0.13' • • 3• 136 car, 0.04• l 181 wwm 0.07' 227 gem 0.10' 4' 234 gpm 0.03' . 313 gpm 0.05' 392 gpm 0.07 • 6' 534 9crn 1 0.02' 712 9P 1 . 0. 03' • • _ This form is the property of Gordan H. Shepardson, PE and may only be used in conjunction ivitfi my Residentiol Swimming Pool Specification; Drawings or by others with my written permission. . Swimming Pool Specification For: Do • Date • t.o"acctors S.•na GORDON H. SHf3'ARDSON, P.E. �e It . ' A • m,. Fl_ PE 19333 ■ Contras rs Printed Name 672 N. Semoran Blvd,. Ste 203 Cc ' 0 0 63 Orlando, FL 32807 Contractors Cert. Na. Office: (407) 275 -1099 ?O Fax: 1 - s S cale: Non Rev 0 2/16/09 , contractors tele phone ?�o. Fax: (407) 275 - 1015 - •.+rn `""04'x. '+�.}� [7R yr i-� An ti t � P4 24uF'r ^ ,rc'6, ^�. `a` r , rr ,t•w 7 .. sprcgrr.;n 74 4'jv ��a . � � � � 7 �5 �i � s3� s C �� c , , � yt8+.� r . %�r. � - � �I� � 7 ?_g �� 75 ""r +.i , .... ,,'#.kr. ,,,, , 4 ,,rM cu "� hA, �°e d 1 A � , ta; ./., -4 S W ... j .'. '14. 1 -__... �jr,.LL 1 ... - i ! r ., y.�ry, s.$ ,, Ir 6�" r • 7 .+ .'ten" ' A " 4; ' �. �, .. p .,f '' ,R a" yy. . �, - t "r [S° •. ^'. -. ' ,. ..:. .n K.. IAr "5•...0-Wo' .i$� ti. F ;.-PA ., 1 • - "X9 " - f t. 4 .'- S.'i�.t} rr AY. ' _. ti - ,- _.'S,w•.., -. �. ! r ,.,=., , ti Y o x n,t p Ar..ls K's;... y". W.!: , , ;.,... _..k i r •' v ' . - .w s .a . w �. c,o . . !f' i ' FEET OF HEAD PER 100 FEET OF PIPE, SCHED. 40 PVC - 6 Flow Velocity riction Loss Velocity Friction Loss Viz. Flow � Flow rcon A i t; (Gals. per Minute) (Ft. per Second) (Ft. per 100 Ft.) _ per (Gals. Minute V _ p ) (Ft. per Second) (Ft. per 100 Ft.) r -- 1 -1 /2 PIPE -_ p , , - 4 .63 1.50 28 4.41 4.70 41; - 5 .79 _ .225 30 4.73 5.30 „• __ 6 .95 _ .300 32 _ 5.04 5.85 ;e - �.' ' 7 1.10 .400 34 5.36 6.40 �' 8 1.26 .520 36 5.67 7.00 i z 9 1.42 .630 38 5.99 7.85 10 1.58 770 40 -.,,,,-,5_.!: r 12 1.89 i .07 4?� 6.62 9.20 6.30 8.50 ."s�,, ' ); 14 2.21 1.39 _ 44 6.93 9.80 ,? + 16 2.52 1.76 46 7.25 10.05 �,-,. 18 2.84 - _ 2.11 Y 48 7.57 1015 il 20 3.15 2.58 50 7.88 10..24 .;{� . 22 3.47 2.98 ""� ' 24 - 55 8.67 10.45 3.78 3.60 60 9.46 10.69 " 26 4.10 4.20 - 2" PIPE , 7 .67 .12 1 35 3.35 2.20 8 .77 _ .15 40 1 . 3.82 2.86 ; 1 _ 9 .86 .19 45 4.30 3.40 ii' 10 .96 .23 50 4.78 4.30. i 12 1.15 .34 55 5.26 5.00 �r 14 1.34 - .44 60 16 1.53 .56 5.74 5.80 65 6.21 ` 6.70 18 1.72 _ .68 70 6.69 7.50 20 1.91 .83 l 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 8.61 11.8 28 2.68 1.56 95 9.08 13.2 30 • 2.87 1.74 100 9.56 14.4 ;a: RICTION!LosSAIN 1 1 3 ,. sl., i� ," ti. a:,t ' '''';,X ib :'' - _ .. • 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 i A� 1.8 2.5 3.3 4.7 5.7 7.8 12.1 17.1 Tee (Thru Side) 8 ca.e. Lle 4.3 5.4 _ 6.7 8.8 _ 10.0 12.1 17.1 21.2 Swing Check Valve 8.1 8.9 11.2 13.1 15.2 19.1 27.1 38.2 The friction loss in a Great American Waterfall i elliii from 12 to 60 i s the equivalent of a branch Tee 1'1ge # 1 SuperMax® Pumps , 1 High Performance Pumps { , : j STA - RITE' I wili : "' 3..4. , y R � Featured Highlights _ � z + p �. a 1 ,�-=� . ., 1 - i ; , i E I 1 ; .. • SuperMax by Sta -Rite is a direct replacement - - _ E, - - ' for the Hayward' Super Pump" t t s t n �+ >°"` • Single and two -speed models ranging from %z .. J �' f / IAA - sl2c tot %:Hp fl r ! fi »; y „ F ,., 1 -1 F . ti " • Cam and Ramp lid locks and unlocks with a t. n ' 4 „ o ;'. simple quarter turn • f!2 i` 1 - -t „"' • Exterior thermoplastic resin withstands temperature extremes and delivers long life b :,; um 1, � 1e SuperMax Pump f'' tz P ; ,P a The new SuperMax pump from Sta -Rite features a commercial g square flange top grade, 56 s uare flan a motor for to performance in ?r { ''') ,, residential swimming pools. SuperMax is a superior drop -in replacement for Super Pump.The advantage for consumers '' is its quiet operation and economical performance.The benefit to pool professionals is its ease of installation (union '',47'-'6 d _ fittings are included and the pump easily drops in place) and reliability. ;k t r , 1A- y •? Ordering Information ''';,r,,,,4'41,-.1,4. ' Full Load Port Size Primary Carton g a Product Model Voltage HP SF SFHP Listings and Wt Curve x yCr Amps Certifications' (NPT) (Lbs) Key a ENERGY EFFICIENT SINGLE S PEED �r�y ■ & t la+y ^: `" � '` �� PHK2E6C- I OOL N I - U2AE -HP 115/208-230 8.8/4.5 -4.4 1/2 1.90 0.95 UL' - 1.5" x 1.5" 38 E r f l' Nrit mi ,a+ " PHK2E6D -101L• NI- 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 ftc,, 4 '. PHK2E6E -IO2L NI - IAE -HP 115/208 -230 14.8/7.8 -7.4 1 1.10 1.25 UL' 1.5" x 1.5" 38 G , ri0� s PHK2E6F -103L NI- 1- I/2AE -HP 208 -230 9.6 -8.8 1 -1/2 1.10 1.65 UL' 1.5 "x 1.5" 40 H `, I . PHK2E6G -104L N I - 2AE -HP 208 -230 11.0-10.2 2 1.04 2.20 UL ' 1.5" x 1.5" 48 1 ',, eiIf "- PHK2EAA6G -105L NI- 2- I /2AE -HP 208 -230 11.0 -10.2 2 -1/2 1.04 2.60 UL' 1.5 "x1.5" 54 j STANDARD EFFICIENCY SINGLE SPEED PHK2RA6C -100L 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 . i..r.., _: ,r: PHK2RA6D -101 L NI - 3 /4A -HP 115/230 10.8/5.4 3/4 1.25 0.95 UL 1 . NSF' 1.5" x 1.5" 38 F t � . t PHK2RA6E- 1 02L NI-IA-HP 115/230 14.2/7.1 1 1.25 1.25 UL I , NSF' 1.5" x 1.5" 38 G - I , '' 4" ' PHK2RA6F -103L NI- I- 1 /2A -HP 115/230 16.0/8.0 1 -1 /2 1.10 1.65 UL '.NSF' I.5 "x 1.5" 40 H 114'v PHK2RA6G -104L NI -2A -HP 115/230 22.4/11.2 2 1.10 2.20 UL ',NSF' 1.5 "x 1.5" 48 I CG`!rP' SPEED'E�?251tPP , ,� 4 .' PHK2RAA6G- 105L ' N I -2- I /2A -HP 230 1 1.5 2 -1/2 1.04 2.60 UL ', NSF' 1.5" x 1.5" 54 ) i�4& : ,, r # i .' ' -. ' , F` ; ", 4 - - -:. ERGY TWOSPEED145Q `RPM,, EFFICIENT ' ''',„A.:„.-;,':.;;;'..'..,', ` Y ' PHK2RAY6D-I0 I L N2- 3 /4A -HP 1 I5 14.6/4.7 3/4 1.67 1.25 UL',NSF' 1.5" x 1.5" 39 ;" "`` '; • = PHK2RAY6E- 1 02L N2 - 1A - HP 230 6.0/2.3 1 1.25 1.25 UL',NSF' 1.5" x 1.5" 39 „s r n V `' PHK2RAY6F -103L N2- 1- 112A -HP 230 7.8/3.0 1 -1/2 1.10 1.65 UL'.NSF' 1.5 "x 1.5" 41 C.H y HK2RAY6G 1 04L N2-2A-HP 230 10.0/3.5 2 1.10 120 UL' NSF' 1.5" x 13" 49 ,„.„,xt ', to z ` '" + . n i , rl'' i a1 y. , 4 D I - It , 351 157 Union Kit - 1.5" Internal Slip X 2" External Slip 1 ▪ "UL' indicates that pump bears a UL mark signifying evaluation to U.S. Standards UL 1081 for Permanently Connected Swarming Poo! and Spa Pumps and i, to Canadian Standards CANiCSA C22.2 No 108 -01 Liquid Pumps For Swimming Poois Only (Enclosure 3). NSF indicates =hat pump bears a NSF mark sig"_fy+ng evaluation to NSF Standard 50 For Self - Priming Cer.,rifugal Pumps Fa' Swimming Pools Cniy. i Proauct may have been evaluated to ocher state and local regulatory standards. Listing status may change. Always confirm status with aooroorlate agency �,, - a N 17 - , Hayward" ara Super Pump are registered trademarks of Hayward industries, inc. 41)::-.. a 1 S Li per ti .x Es u n ' i, High Performance Pumps > ;: V ii, Dimensions and Performance i Sta -Rite Su erMax Series Performance Curves M 100 - -�- - -- - -� - -- – ,, . 30 i 1 , - 90 -- — _ — _1— ...__. _...._ ......... .. . . V,',' 25 lilt BEST EFFICIEN SIZIIINIG 20 _ - u. 60 111114414 r'' t -- — , 1 :: 15— - d 50 -- - -- - - -- w 10 g. IR-. - p 30 _ A - 18 u J :, : r i: C E 0 10 20 30 40 50 60 70 80 90 100 110 120 130 ' US Gallons Per Minute 4�t 1 I 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 Ili 1 i 1 l 1 I i 1 I 1 a - . 0 5 10 15 20 25 1 , ,r * 1 r, 111111 3 /1 — o , ,, C II i O O' r 9r ® I I ; c. .. Qs ..�1 ' -r. 4.92 RE ' 25.28 REF 9.33 REF f 8.38 REF 2/.91 REF I 1Il•111.1111111111111tl1 mail= ICI �� _ , . ii , hill .1t 3 I 1 l I I 58 REF 10.78 REF _ ' O . O II I O> 1 R EF; 7. 0 0 Kull 1® CCD I , ki311/F4k. i I Mail 17 M11:::MI - ._. 14 i'.. --;;... -- --.1.: 1 airmillairla: 1111••■••••Miii , ■ See page 480 for replacement parts. 171; h SYSTEM 2 SPECIFICATIONS IM �, \ -'" g`- 1 Filter )) , , , Inlet niB Dim B Outlet /4", Minimum -I$ Pump Service =� I • Height . 0 . e Air Release Valve 1 �� lli (Pressure Gauge ! _ l TO POOI � Behind) A Upper �1` T C Tank From , • • • Shell Pool 40115 1001 Posi -LokTM FIGURE 1B — Piping Connections Ring -- Safety i 11 , IIIIuI'u"„""If uEIIjl,l Dim A Latch I 1 •. . a 20 (138) i 16 (124) Lower 1 18.58" Dia. • ~ 16(110) Tank (472 mm) Shell —�- 14 (s') 2NPT Outlet Inlet 5 12 (fie) Inletor h 1.._ NPT or Drain f 10(69) 2" NPT ° 8 6 05) Drain ;) O � � 4(41) / Drain - LE (26) Plug O w 2 (14) 4310 0200 , - , (381 Dia. --id 2.25" 10 20 'a) ( ( ) ( (42°4 140 ; 160 lam) ( (151 ( (529) (606) (57 mm) Flow in Gallons Per Minute (LPM) 150 FIGURE 1A— Dimensions in inches (mm) (56e) FIGURE 2 — Pressure Drop Curve • 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) S0(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 Bermuda Skimmer +Pentatr Water Pool and Spa" Bermuda Skimmer Headloss • 7 t .. 6 • —— i trl Z 4 { 0 '. i -' y '1 y i.k ( Ff � trv �yy ,S {{.. i. � .t �,, +1�. ^�F`irpt 0 ... : > ... i r ... r wM 1 J' 'P ' "";41t pia a,.t'; ti 50 60 70 80 • GPM — x- 1.5 inch —- 2 inch • • • 1 Rev 02/19/2009 • 14c ; 1. . 1. .r . : 'e t E .`-3 • i.tc...E t,fi k L 3 t. i l~ c:.4,1 i r Main Drain Frame and Grate ''> Pentair Water . 1. - I Peel and Sea r k r 'At IC ;:. .14",c'",'; c�. 1 ~ w ' 171' t -- i 1• N°f . f I u C1�� .w. StarGuard`` Main Drains comply with provisions of the ANSI /ASME �' "` i "9 ?t #a+b't ' t A112.19.8-2007 standard and the Virginia Graeme Baker Pool and • New, Improved 8 in. Round • Main Drain i[$ Spa Safety Act. High quality StarGuard main drains are available in white, black, gray, and dark gray as well as a variety of configurations • Available in Multiple Colors , to fit any residential inground pool or spa installation. StarGuard • Compliant with the Virginia main drains have an industry leading 15.35 square inches of open area Graeme Baker Act i for water flow and allow flow rates up to 72 GPM at 1 -1/2 ft. /sec. ��x f'rad[,t. I.r... r t r(::;vi t c. s a L )p.,at 1 't..1 . ..t'1`1) :.G.ft.) . l. , r r yf!r.. " "�E :.virtMs['w.rt;'<' - t>+ 'i / r yr' �..si,, :i1 !aa MA.jr ■a r x,uFxs+rrAG •!q1 -it yp4 fi. q �1 t t : ,: 11 5 .' " '' '' . _,/ {[ t 3 w _q M w ' n .. s` 'i'il i tirs'W- `«�,fg4 .v.s. ...n-h` 4 .?'t ,5 � r P,rr.":.!11 It.',4hrl7 ,4L.7..t.S, 500108 8 in StarGuard cover w /long ring (single), white 144 112 15.35 c 500100 8 in. StarGuard cover wllong ring (single), black 144 112 15.35 ::::?:•., • • , 500101 8 in. StarGuard cover w /long ring (single). dark gray 144 112 15.35 , • 500102 8 in. StarGuard cover w /long ring (single). gray 144 112 15.35 `�' +„• c ' , . -• ,l " ; `.. . I 500140 8 in. StarGuard cover wllong ring (2 pack), white 144 112 15.35 . 500141 8 in. StarGuard cover wllong ring (2 pack), black 144 112 15.35 500142 8 in. StarGuard cover w /long ring (2 pack), dark gray 144 112 15.35 500143 8 in. ScarGuard cover w /long ring (2 pack), gray 144 112 15.35 4 ii ,,, •-�r D k ; � '+. y d Pa t g`4rr A "cb'�tv n : .tr.. 0 r - ati f 1 "I W;- <r• 4 4r 'Y; , -i F x : 401. gefEeoRtaA Pitt ..Sl+ .f.f`F- n.18!0: ..tlll444ig � '` 500103 8 in. StarGuard cover w /short ring (single). white 144 112 15.35 r ' r ` } ` i *. 500104 8 in StarGuard cover w /short ring (single), black 144 112 15.35 500105 8 in StarGuard cover w /short ring (single), dark gray 144 112 15.35 < 1'" Anon" uuss ts 1 500106 8 in StarGuard cover w /short ring (single), gray 144 112 15.35 rrr•ti" y 500144 8 in. StarGuard cover w /short ring (2 pack), white 144 112 15.35 y :. 500145 8 in. StarGuard cover w /short ring (2 pack), black 144 112 15.35 a . • 500146 8 in. StarGuard cover w /short ring (2 pack), dark gray 144 112 15.35 r ,. 500147 8 in. StarGuard cover w /short ring (2 pack), gray 144 112 15.35 4r. t ' •� � i.i:44 � 1 . . _PK { r. :u. r ( 7 A, .c -1 4 •� { 1. • ,.g , „ [ ;•v:,l 4 - r 7 ir 1Y,t4•94 ~. . yr 1 ! ' ..4 M le ,.1s1 ,t.i,A i, l 1', cl. r h.l''....J il"JC. �l'I 'Irl i ua �`,.. I ` t,•• i a 7 '(` .4.,, ' ; x. ,ki�. u j`ic ,!. ! . . .t '4 ' ah zw, k '" ,, ..`[ i s �° t: 3' Yr, 'it , 1 ar i2+sLF'l614.� Sk. &es.y. .,LB/Yc. s.4rx~ 8 in. StarGuard drain w/ 2 in. side & 1 - 1/2 in. bottom ports O 500110 ABS sump w /ring & cover 144 112 15.35 (2 pack), white 'wnr m^nm.• ?. 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 A 's (2 pack), black 8 In. StarGuard drain w/ 2 in. side & 1.1/2 in. bottom ports 500113 ABS sump wiring & cover 144 112 15.35 1 , (2 pack), dark gray d 8 in. StarGuard drain w/ 2 in. side & 1.112 in. bottom ports 500114 ABS sump wiring & cover 144 112 15.35 (2 pack), gray w 1, 's �''•lres'Ikaai:b ..:�: .a� :-a. Sr'.._ >. ., .. :... 4:':, .ac ^. <_�., f.....:'. :... _w� 500115 8 in StarGuard drain w.' 2 un. side port ABS sump wir n & 144 1 I[ 15 JD • cover (2 pack). white - nuuu,. 5001 t6 8 In. StarGuard drain w: 2 w. side port ABS sump wiring & 144 112 15.35 cover (2 pack), black 0 ; k 5001 I7 . 8 I ^. StarGuard drain w/ 2 m. side port ABS sump wlrm & t I cover (2 pack), dark gray [ $ 144 112 15:35 t I 8 in. StarGuard drain wl 2 m. side port ABS sump wiring & 500118 144 112 15.35 cover ( 2 pack), gray f 1 1 AQUA SHEEP ,. Part #GA41 Eri . . Stock Color: White Other colors: Tan, Gray, Black Clear sheet of water Standard Sizes Rate: 1 GPM per inch 1',1.5',2',3,4',5',6',7',8' P 4 75 Nozzle Options 12.5' I. N:e lrn the • 625 .I A9 r,. -•- I• w 1 . , • . V Standard Nozzle Sizes 2 feed 1 ",6 ",9 ",12" 1 _so Inlet Fitting: Receives 2" P i P e 2,5 Standard Back Fed (1 / 8 ft) Alternate Bottom Fed (specify) Standard unit dimensions Bottom Fed (2 Inlets / 5 ft. -8 ft) Custom Sizes Et Shapes are Unlimited. Contact GAWC for details. 7LI u- `_,, IFT isikeisr Custom Nozzles Available Radius cuts to template or your specification at factory on standard units. No Up Charge! \CONCAVE / -` C r - - - - ompound Radius C ONVEX \ p Mailin �dclress : ■r��� Toll Free 888- 683 -0042 P.O. Box 5375 Spring Hill, FL 34611 Toll Free Fax 877 - 683 -3442 Shipping address: h e Email sates @gawcinc.com 18755 SaLcra Road Great American www.gawcinc.com l lu f I. 34667 ' Waterfall Company ' SHEER DESCENT® TECHNICAL INFORMATION Waterfall Height Specification Waterfalls naturally narrow as they fall. Waterfall height specifications for each Sheer Descent Waterfall ( (AI (A unit are represented below. ,,,,, lr • ,r . i + lrI t '� �, 1 � ' N t A) Length of Sheer Descent Waterfall fixture. I '',(, C) . : I (c l ,1 ' 1 � , ■ 13) Recommended waterfall height from the a ' ( e j „ .. , (c) ■ lip of t he Sheer Descent fixture to the "' (El "� (e) pool water surface. (o) (0) a'`' r a (0) , (E) C) Width of the sheet of water at the pool (A) (A) water surface (when installed at the . __..... ._ _._. ■■. recommended height) mentioned in item B. F i D) Maximum waterfall height. x' E) Width of sheet of water at the , . / . maximum waterfall height • 1 (c)a(EI (0) (8) a (p) w. Water Flow Requirement Chart Hydraulic Guideline Chart Feet of Projection • Use minimum of 11/2" pipe. • Use minimum of 2" pipe for runs over 60' or 1 if Sheer Descent unit is over 5'. 3 2 • Dedicated plumbing lines are recommended. o \ m \ Maximum recommended flow (In U.S. Gallons) 0 2 1'r4" for 60 GPM 2" for 100 GPM u. 2'/2" for 140 GPM 1 3" for 225 GPM Typical pump performance at 50 feet of head '/z HP = 26 GPM '/a HP = 58 GPM 7 8 91215 20 1 HP = 68 GPM • Gallons per minute per foot 1 HP = 93 GPM 2 HP = 106 GPM Guideline is for 1 ft. to 4 ft. models 3 HP = 140 GPM Pump Sizing and Installation Options One of the advantages of the Sheer Descent Waterfall is the ability to provide a continuous sheet of water with a minimum of water flow. A standard four foot model, for example, requires only 40 U.S. gallons per minute to operate. In order to size your pump properly, refer to the Water Flow Requirement Chart. In most cases, a properly sized standard swimming pool pump will operate the Sheer Descent Waterfall and filter the pool with little loss of total water turnover. As a general rule of thumb, the Sheer Descent Water- fall requires approximately 10 U.S. gallons per minute per foot with little head loss. For a more dramatic ' 1 1 , a . Head sass Values for GAWC p roclucts co .;1_ co = = ..q. .0 ci) cf) cf) �, a5 o a> c o E E? I'll °- 0 0 0 0 a 0 a a a 0 a CO r 3 a ` ` ` 10 .03 0 Y: ..4.:-_, > .09 .03 .42 .05 .09 , 03 .09 .03 , 03 .25 ...415 .28 ,06 .46 .12 - ,06 0 .28 .06 -.- � 62 .28 0 .46 .14 .14 .18 o ,` .62 .18 .70 .36 ---- 62 18 - . : ,:::. .18 0 ,18 .24 'r. .86 .33 .98 .66 .33 0 86 33 N .33 .44 60" .70 .46 117 .92 --- .46 0 .70 .46 -- .46 .60 72" .98 .62 _ --- 1.2 -- .62 0 .98 .62 -- .62 ,82 84" 1.4 .87 1.7 - .87 0 1.4.87 - .671,2 96" 1.7 1.1 2.2 1.1 0 1.7 1.1 --- 1.1 1.5 Values are in feet of head using the correct ct flow rate for each type of water fall unit. Also using the recommended size pipe for that flow rate 1 ' /2" pipe for g.p.m. 1 -48 2" pipe for g.p.m. 49- 100 , , s!-= spr City of Atlantic Beach APPLICATION NUMBER r s s� Building Department (To be assigned by the Building Department.) '... • 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 " Os {p Phone (904) 247 -5826 • Fax (904) 247 -5845 G} •i E -mail: building- dept @coab.us Date routed: / i/l0 / City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 372 De artment review re wired Ye No � _ uildin Applicant: 1 Zap 4�f 6� TOD�S tanning & Zon g Tree Administrator Project: - 77i0 f o o L ublic Worms Utilitiej Public Safety Fire Services ���y � �,4 � r5t �� � � �I�r a 'r i � :�� �i 3 „�, •`,- ` `l Co i� ,� r ��, (o w. L'�xO r. a, a i y4y � `� ;I*,m ept , attire: , iit ii tit -�' ilr, 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: roved. ❑Denied. (Circle one.) Comments: BUILDIN PLANNING & ZONING Reviewed by: Date: / / v TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 „ILA -, City of Atlantic Beach ' APPLICATION NUMBER '''t Building Department p Z (To be assigned by the Building Department.) 800 Seminole Road 1 �� ;f fc” / // / j ,1 Atlantic Beach, Florida 32233 -54: •' j". �J _ Phone (904) 247 -5826 Fax (904) 2471.5845 C a y; E -mail: building-dept@coab.us / � Date routed: f & >/// • City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ) 2 9" J r Department review required Yes No r zi uildi Applicant: ilk e/ C�'� L '-) (� JS s tanning & Zon g ree Administrator Project: l cc.) e e e_ ublic Wor ublic Utilities Public Safety Fire Services Re��W,f�fi ,,' ; ©ept Si�tyture Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Review by:� / - t Date: 9 /7//� TREE ADMIN. Second Review: ['Approved as revised. ['Denied. p : �� • - _ Comments: • P 1LITIE PUBLI • Y Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 i A ph, Aile. ts' :\ CITY OF ATLANTIC BEACH .r t 800 SEMINOLE ROAD J r ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5814 4 03 Application Number 11- 00002631 Date 10/14/11 Property Address 377 4TH ST Application type description SWIMMING POOL /SPA Property Zoning TO BE UPDATED Application valuation . . . 18880 Application desc NEW POOL Owner Contractor FOPPIANO THOMAS D AND DANA H FLORIDA BONDED POOLS 377 4TH STREET 8608 BEACH BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 641 -5265 Permit ELECTRICAL PERMIT Additional desc . Sub Contractor . DAVID PRUETTES ELECTRICAL SVC. Permit Fee . . . 95.00 Plan Check Fee .00 Issue Date Valuation . 0 Expiration Date . . 4/11/12 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 NO POOL FINAL UNTIL FENCE PROVIDED. Call Public Works (245 -5834) for Erosion and Sediment Control Inspection prior to start of construction. Other Fees STATE ELEC DCA SURCHARGE 2.00 STATE ELEC DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due Permit Fee Total 95.00 95.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.00 4.00 .00 .00 Grand Total 99.00 99.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ET,VCTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 �'7 Ph (904) 247 -5826 Fax (904) 247 -5 J DDRESS: 2'7 7 'r ' [ s 4 . - PERMIT # /)— 0143/ NEW SERVICE IT Overhead ❑ Underground ❑ Underground up Pole DResidential (Main) Service 00 -100 amps ❑ 101- 150amps ❑ 151- 200amps ❑ amps # ofMeters ❑Commercial (Main) Service D0 -100 amps ❑ 101- 150amps ❑ 151- 200amps ❑ amps OCT Service amps Conductor Type Size ❑Multi -Family (Main) Service ❑ 0 -100 amps ❑ 101- 150amps ❑ 151- 200amps ❑ amps # of Unit Meters ❑Temporary Pole ❑ amps SERVICE UPGRADE ❑ amps ❑ CT Service amps NEW FEEDER (ADDITIONS, ACCESSORY STRUCTURES, ETC.) ❑ 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 r""' VC Circuits: 0- 60amps 61- 100amps iIeat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTF1 CTRICAL PROJECTS ' hp wi�mming Pool ❑ Sign ❑ Smoke Detectors Qty OTransformers KVA ‘tors FIRE ALARM SYSTEM (Requires 3 sets of plans & Fire Alarm Checklist) Qty volts /amps VALUE OF WORK $ REPAIRS/M1SCELLANEOUS ❑Replace Burnt/Damaged Meter Can ❑Safety Inspection ❑Panel Change ❑OH to UG ❑ Other: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name Fo pP i Gin 0 Phone Number ' (13.. 3 1 R3 d Re Ga SUcS Office Phone c37o�-� Fax - 8 3 7) Electrical Company P ,,pp v � � y S _ � /� Co. Address: 'A: -% P4 C kf'' d se. City (9/x,/.'1(1 O'" Park- rk- State 1::(1. --Zip g24146 License Holder (Print): A l F r % .:/a �7 S 'ICertification/Registration # 1 11 i zed Signature of License Holder LA I I I I I i i r r/. iwom' subscribed before me this day of 2 0 _._ t 4 ,, i , , p,,, KAREN EWIN r , O O,V. Commission # DD 79Q 4 ,, 1 r � ' t My Commission Expires 3 lgnature of Notary Public ate . .� ' ' "`; ∎ ^■ May 21, 2012