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Permit Pool 2050 Duna Vista 2011 Ale CITY OF ATLANTIC BEACH ter- , 800 SEMINOLE ROAD s I S ATLANTIC BEACH, FL 32233 ri INSPECTION PHONE LINE 247 -5826 Application Number . . . . . 11- 00001732 Date 3/14/11 Property Address 2050 DUNA VISTA CT Application type description SWIMMING POOL /SPA Property Zoning TO BE UPDATED Application valuation . . . 28605 Application desc NEW IN GROUND POOL Owner Contractor SHAD FLORIDA BONDED POOLS 8608 BEACH BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 641 -5265 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 195.00 Plan Check Fee . . 97.50 Issue Date . . . Valuation . . . . 28605 Expiration Date . 9/10/11 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. On -site storage requirement met by berm at back of yard. Call for inspection when complete. Other Fees STATE DCA SURCHARGE 2.93 ENG REV BLDG MOD OR ROW 25.00 STATE DBPR SURCHARGE 2.93 Fee summary Charged Paid Credited Due Permit Fee Total 195.00 195.00 .00 .00 Plan Check Total 97.50 97.50 .00 .00 Other Fee Total 30.86 30.86 .00 .00 Grand Total 323.36 323.36 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Doc # 2011046651 , OR BK 15529 Page 101, NOTICE OF COMMENCEMENT Number Pages: 1 Recorded 03/01/2011 at 02:58 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY Permit No. / — t i 7 RECORDING $10.00 Tax Folio No.. e �i � 'Sb - I (o(F) 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): 0 .. 3 = ‘...v A t • t v - a) Street (job) Address:. v t t - sr 7' N t _ a � d 2.General description of improvements: y y. C '(ec - S W ".vr, W. I $. Q ooL _ 3 35 V 3.Owner Information a) Name and address: � c S u S 1f� I(t , c � \'} i b) Name and address of fee simple titleholder if other than owner) t St yh pL ._ c) Interest in property F-e-e— S vw. v.__ 4.Contractor Information , J a) Name and addre • l a_ • r .. d 1A • VN.c -e c oc. vie_ . O f a _ v 79( t b) Telephone No.: (A04- - " t -6 Fax No. (Opt.) 6- 1-6 5.Surety 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(1)(b), 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 TILE 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. '111/AL Signature o" er or Owner's Authorized • cer/Director/Partner /Manager �q,X1 .. S i '--5\ Asf\- Print e The foregoing instrument was acknowledged before me this day of -- e "wl,NP 20`, l , by E R.A. -c--S as 0 W V\ (type of authority, • .g. officer, trustee, 1 attorney in fact) for (name of p: -, .: ha, f o L: 1 u 4 4 rument was executed). ( V « � OPFZI � ' I �J Personally Known OR Produced Identification Notary Signature i rd . s o ' A Type of Identification Produced Name (print) _ - . , o L_ L. . OR c a _ f My Commission EE032 7 '' " o -ir- !16/2014 Verification pursuant to Section 92 Florida Statutes. Under penalties of perinry, ]" + a t .v- r- . • - • - ing and that the f a c t s stated in it are true to t h e , , . . t o t i r t 1 y . . ii -' ' - ,. •-., ' elief. FORMS/NOC,rvsd2010 A ' FILE C f 6 ®y Signature of Natural Person Signing (in line # 10.) Above +✓,r+MS+ -., Pr rwjyAjopraiser - Property Details http://apps.coj.net/pao_propertySearch/Basic/Detail.aspx?RE=1695061616 SHAD ERNEST & SUSAN C Primary Site Address Official Record Book/Paoe Tile # 2050DIJNA VISTA CT 2050 DUNA VISTA CT 08734-00236 9409 ATLANTIC BEACH, FL 32233-4534 Atlantic Beach FL 32233 2050 DUNA VISTA CT Property Detail Value Summary RE # 169506 I 201(kcertifted 20/1 o Prognos I Value Method CAMA CAMA TaxDistrict USD3 Property Use 0100 SINGLE FAMILY Total Building Value $164,851.00 $163,405.00 Extra Feature Value $2,398.00 $2,332.00 # of Bulidgs 1 40-37 09-2S-29E Land Value (Market) $220,000.00 $220,000.00 Legal Desc. SELVA NORTE UNIT TWO I Lend Vakte.C.Apdc,) $0.00 $0.00 Subdiedsio n 03958 SELVA NORTE UNIT 02 j 3ust (Market) Value $387,249.00 $385,737.00 The sale of this property may result n higher property taxes. For more inforrnation go Assessed Value $312,936.00 $317,630.00 to SeyelNaloraes and our property Tax Fstinator . Property values, exemptbns and Cap Dfff/Portabity Amt $74,313.00 / $0.00 $68,107.00 / $0.00 other information Isted as 'In Progress are subject to change. These numbers are part of the 2011 working tax rol and will not be certified until October. Leam how the Exempkikons $50,000.00 See bebw Property ADDrager's Office values property. Taxable Value $262,936.00 See bebw Taxable Values and Exemptions — In Progress If there are no exemptions appicable to a taxing authority, the Taxable Value s the same as the Assessed Value ksted above in the Value Summary box. County/Municipal Taxable Value SJRWMD/FIND Taxable Value School Taxable Value Assessed Value .. 4317,630.00 Assessed Value $317,630.00 Assessed Value $317,630.00 Homestead Exemption (HX) - $25,000.00 Homestead Exemptbn (FIX) .. $25 . 000 .. 0 Homestead Exemption (1-1/9 - $25,000.00 Amend 1 Horn.estead (FIB) . - $ 25,000 . 00 Amend 1 Homestead (FIB) - Taxable value $292,630.00 Taxable Value $267,630.00 Taxable Value $267,630.00 Sales History_ Book/Page Sale Date Sale Price Deed Instrument Type Code Oallirledithnuained Vacant/Improved 08734-00236 9/15/1997 $235,000.00 WD - Warranty Deed Qualified Improved 08719-02112 9/9/1997 $100.00 MS - Miscelaneous Unqualred Improved 07820-00011 3/21/1994 $100.00 WD - Warranty Deed Unquared Improved 07717-00986 11/22/1993 $50,000.00 QC - Quit Claim Unquaified Improved 07117-02309 5/20/1991 $50,000.00 WD - Warranty Deed Quaified Vacant 06047-01808 11/26/1985 $59,500.00 WD - Warranty Deed Unqualified Improved Extra Features LN Feature Code Feature Desaipt' bn BkIg. Length Wdth Total Units Value 1 DKW R2 Deck Wooden 1 0 0 238.00 $814.00 2 FPPR7 Fireplace Prefab 1 0 0 1.00 $1,518.00 Land & Legal Legal LN _ LN Code Use Description Zondg Front Depth Category Land Units Land Value LN Legal Description - 1 1 0100 RES LD 3-7 UNITS PER AC ARS-1 80.00 180.00 Common 80.00 $220,000.00 I 1 40-37 09-2S-29E 1 2 SELVA NORTE UNIT TVVO i 3 LOT 63 1 of 2 2/28/2011 1:04 PM ., ANSI /APSP -7 2006 Specifies three methods for determining the maximum system flow rate. Shad 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: 403 X 5.5 X 7.48 (gal. /cubic foot) = 16579.42 (Surf. Area) (Avg. Depth) (Vol in gal.) 2. Determine preferred Tumover Timein hours: 6 60 (min./hr.) = 360 (Hours) (Turnover in Min.) 3. Determine Max Flow Rate: 16579.42 1 360 = 46 + 36 = 82 (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. (# 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 al 10 fps max. at 82 gpm Maximum System Flow Rate. Determine Simplified TDH: 1. Distance from pool to pump in feet: 45 2. Friction loss (in suction pipe) in 2 inch pipe per 1ft. C 82 gpm = 0.1 (from pipe flow/friction Toss chart) 3. Friction loss (in retum pipe) in 2 inch pipe per 1ft. @ 82 gpm = 0.16 (from pipe flow/friction loss chart) 4 45 X 0.1 = 4.5 (Length of Suct Pipe) (Ft of head/lft of pipe) (TDH Suct. Pipe) 5 45 X 0.16 = 7.2 (Length of Pressure Pipe) (Ft of head/lft of pipe.) (TDH Retum Pipe) TDH in piping: 11.7 Filter Toss in TDH (from filter data sheet): 5 Heater loss in TDH (from heater data sheet): Total all other Toss: 9 (Total all other loss includes but is not limited to...Waterfalls, 90's, 45's, valves, eyeballs, etc...) Total Dynamic Head (TDH): ( 25.7 1 Selected Pump and Main Drain Cover. Pump selection (Superflo 1hp {340042} (using pump curve for TDH & System Flow Rate (Pump model and size in Horsepower) Main Drain Cover (CMP {25513 -250} ((System Flow Rate must not exceed approved cover flow rates) (Make and Model) Notes: Minimum system flow based on min. flow per skimmer of 35 gpm. Determine the Number and Type of Required In -Floor Suction Outlets: Check all that apply. �X Qo Qo 21 8" Suction outlets @ 1 146 Igpm max. flow (see note 2). 3' L � o __ 0 31 Suction outlets © ( Igpm max. flow (see note 3). 1 ----- F ------ 7 1 Channel Drain 1 Igpm w/ 1 (ports (see note 4). I I 1_ . , p REVIEWED FOR CODE COMPLIANCE V ) CITY OF ATLANTIC BEACH , { • . SEE PERMITS FOR ADDITIONAL r { • : ' : 0 REQUIREMENTS AND CONDITIONS. REVIEWED BY: DATE: 3 ..' / -' � . , ,. �. ,,.�., -~*a '' I N • ECTI • N • FILE COPY 1 col C�n�;��,o,� �7 ,a; t t hcilef .4e (Vacuum Gaut . 1 I 4 . 70 7_ 4 i 3 1 �o'r :ran II , , 1 1l I o ■ rf oY 4 ` , A l 90 - - 1 1 7,6 i:,.6 t _._. _ 77-3 .- . Held . " � O�r�i�(II�C i I ({C uG � - r,� I� vii �•.. - . �`� I 1 . n i E 4 ]t_4 � 18.7 I " ; r,�c )1U17 V'r - 2 ,_ - I EA 1 9,1 - - � 136 I 7 _ _ 1 1 1 4 13.7 159 . 1_13.2 I 20.4_1_ i 255 1 II (TD1 _ 3 _ I 9 1 11 .5 12.7 1 16.0 182 20.5 1 228 i 2 o f 7 1 �� 9 160 _1 8.3 2DS o ' Program or of m ca lc:,. Fill in r�ea,1�;e 4 l 1 I 115 138 1 l_ ', t I z I 2 2 . C _ 5 11 5 1 13$ j 16.1 i 1 j 1 20_61 n.8 1 25.1 1 27.4 2' 7 r79 • bl v is o,; worksheet & f.t:00 cGlsUlot;ons. 6 1 13.9_1 16.1 184 T 2cs j i 3 -_:_ - �..'W w replacement Cfi pump. . � 18 229 _ 252 J 29_7 . 431 342 7 ,) ll'! �IOK C XJCI!V 16.2 I 18.4 I ZR7 2 3.0 I 275 29.7 12.0 ' 34 T G � s . - _. G { _ 5 217 f3-4_ 75_3 f 27S 1 29.E 1 32A 34.3 366 7 3s� 0, he t p 1 'i 9 20.8 23 -1 25.3 27.6 } 29.6 1 32.1 1 343 36.6 369 3 41.1 10 - 1 23-1 12 .4J_ 27.6 } 1 321 ' 34A 1 36.7 13&s 4�T 1 43 ........4 _ 11 ( ..4 27.7 29.3 .1_ 29.9 T 34.5 36.7 1 39.0 1 412 43.5 1 45.6 N�-- - (�` ---- . _ -- -__ 1Z 1 17.7_ I3110 377 j 3iS 1 36 0 413 58 1E.t ___- - - c, 13 j 30_0 1 323 1 34.6 +_36.8 1 39.1 8 41 1 43.6 459 48.115 • Q 14 1 32_3 34 -6 1 369 l v 41.4 I 43.6 45.9 492 1 50.41 52 7 cD 15 346 1 36.9 j 392 L4 4 1 43.7' 1 45.9 481 1 50.5 1 52.7 l 55.0 1. If a variable speed pump is used, use the max. v 16 37.0 33.2 41.5 1 43 -2 46.0 48.3 50.5 526 1 55.0 573 pump f o-. 1,7 t a!i UlaUons. m 1 17 39.3 41_5 4321 1 46.1 48.3 50.6 52.8 55.1 57.4 1 59.6 • 0 18 1 41.6 j , 46.1 48.4 1 50.6 52.9 I 55.1 1 57.4 1 59.7 1 619 2. For side wall drains, use appropriate side wall drain a is 7 43.9 1 4 E- 46.4 1 50.7 1 529 1 4s2 1 64.2 � - 57.4. 1 54.7 62.0 64.E flow as published' by manufacturer_ 0 4 . 2 *" 50.7 s a_ 55_2 57 s .5913 ezo 64.31 6 5 { v) _21 l 4&5 7 5113 1 510 _553 - ! • 57.9 59.8 621 64_3 66.5 1 5 9 . .). Insert manufacturer , name ar;d aproved IDOXrniUm 22 {+ 50 B I 1 - 55..3 .578 1 59 62.V 64.4- '.66.5 639. 712 _' • -23 _ f . 53.., 1 55.4 57.7 . 59.9 ' .; 622 64;4.- 66.7: 9711 71.2 - 73-5 ' flow 24 `55:4 • 517- - - ;5010.' .r �ffic :8 ®' esu) mums ' 75.8. : 4:`S e "rnstali 70101 lnstrUCtl for number 'of :ports to - 57 60 ' EM �-� 89.1i: .71.3` -� 75..8 . g�` T 25 • ...sir. 52.3 Fbb..b 1 -89.f 71:4` - ;73.55 .1 75.9 75_1 '834 ' • be used - - - - i E27 _ . '624 ••64.6- 6631 .'692 -75;4 NOM11031 78.2 .82.5 82.7 - 5_ In -Floor suction outlet cover /grate must conform to 64.7 66.9 642' ` 71S .® 760 7a2 1 ao 82E 85.o 29 67.0 693 ® 73.8 L 76.0 E r . .78.3 85.1 773 most recent edition of ASME /ANSI A112.19.8 and be 30 693 71.6 73.8 76.1 713.3 80.6 829 LSE 87.4 89.6 embossed with that edition approval. 31 _ 71.5 1 739_ 76.1 78.4 817 829 85.2 87.4 59.7 92.0 32 73.9 76 2 I 78.4 80.7 j 830 I 55.2 87.5 i 85.7 1 92.0 94.3 6. Punip, Filter `o' Heater make and model cannot 33 I 762 1 7ES 80.7 8.3.0 -1 55.3 1 87.5 1 89.8 1 920 1 94.3 i 96.6 changed, and equipment location cannot be moved 34 1 15 Dad 83.1 153 17.6 M.5 921 94.4 96.6 989 closer to pool without submitting a revised plan and 8°9 1J1 as 4. 875 92.2 94.4 96.7 1969 101.2 TDH calculation worksheet for approval. NOTE FIELD TDH MUST TO OR HIGHER THAN THE CALWIATED TDH. flow and Friction Loss Per Foot Schedule 40 PVC Pipe __ ra -Feet Per Sd i 1 Ito_ Dram 5<:ej 6 fps 8 L -_ 10 fp Dram By h R PA7T0!r Specializing in 1 - 1 16 gni I 0.14' 211 •. 0.2S 1 26 9Pm 035' Associates, Inc. Residentid and Commercial 1S { " 1 37 gorn 0.0E: I 50 A14 I 62 qom 021' (407) 977 - 62 ` aos 892 Pools, Fountains and : eaturr . ._ morn 0.09" 1 14-6 .. 0.13 i 3' 136 =CI 0 . 0 4 • 181 V 0.07" 227 stn 0.10" • 4' 234 •• 0.03' 1 313 ... 0 392 •_ 0.07 6' 534 • 1 0.02' - Q.o3' This form is the property of Gordon 14. Shepardson, PE and may only be used in conjunction with my Residential Swimming Pool Specification Drawings or by others with my written permission. - a-aff- 1 Dote Swimming Pool Specification For: Date . . 51,x' • / 04 / . . . . GORDON H. SHEPARDSON. P.E. M d r- �. a FL PE 1 19333 0 Controc • rs Printed Name 672 N. Semoran Blvd., Ste 203 • C O (- 9 / Orlando, FL 32807 o Contractors Cert. No. Office: (407) 275 -1099 l 0‘4- Gq I- s, 6 Fax (407) 275 - 1015 Scale None Rev 0 - 2/16/09 Contractors lelep ne o . f ,K f i b., SuperFlo® Pumps , x t - , n P entair x •, Pool Proffucrs' 1 r' ., Ti;: i 0 ,, 4 I^ ci ? j . tar ifI ''ghti ''' w - V .,R y.- r 3' a ` r � � a rte r L :,: W n� R b ',' r? - � „ �.,, a- ,:+,r- %,'b `�,,.." - �ranprI- ri h�, Pn!It3!r COI n•_od , r " � 1 i �� �s`� i s 'a :di , - I rya ;� x4 ti re laceme it for the Ha © ©* i P yward Su Pump F E tn J - 1 �Y 4 w " T G�i} { �'' .M # °• �rt 3n - fi t�c' 1 +T'�' ° -" ..y • • Extrerite(y quiet operation • ,. Y ' :: +�, .n' �, +13' b }, 2 �`�' " • -� �` n " - ?`' • Unionised fittings (I.5 in. internal sllp and 2 in: _r, �� -, , external slip) • � . , < < Cam and R "" Lid ,� b a�� , • Heavy- riuty, high service factor 56 square • � '. ; C . ` , flange motor s . • . . Integral volute and pot reduce hydr "noise F �. a 0 1 SuperFlo Pump , �, Protected by US Patent D517,570 .€' �- The up pumps are specifically designed to be the best choice for a variety of inground pools. T he SuperFlo E -y features thick walled body parts, a heavy -duty 56 square flange motor, and hir,!,ly engineered hydraulics. SuperFlo 6 ..,._, , ....,.. 3 " A j .;�lLi� . runnin capab ility and srnall footprint allow it to easily drop into a compact equipment pad. g ' P" � 74 w0,. 4 / `�` "" „ Ordering Information # ',,?4jra E «�, -. Product Mode ` ' Volta e Full Load Primary Port Size Carton , Curve s '•rr r $ Amps HP SF SFHP Listings and H/t i Certifications' (N PT) (Lbs) Key -• „0 ° 4, ._. ' - ' ENERGYEF.FIICIENT:SINGLESPEED • � y � _ i 348021 SF- NI -I /2FE 115/208 -230 8.8/4.5 -4.4 1/2 1.90 0.95 U 15" x ' 1.5" 38 - E 4 x k -' " ! 348022 SF N1 -3 /4FE 115/208- 230 8.8/4.5 -4.4 3/4 1:25 0.95 1 5 "x1.5" 38 F UP CI j 348023 SF -N I IAE 115/208-230 11.2/6.0-5.6 1 1.25 1.25 1.11' 1.5" x L5" 38 G x, 348024 SF NI -I I /2AE ..115/208 -230'- 14:8/7.87A I -1/2 1:10 .. 1.65 UL' 1,5" x I.5' 40 ;':H 348025 SF -N 12AE 208 -230 9.6 -8.8 2 I.10 2.20 UL ' 1.5' x 1.5" 48 1 . , , 3'48026 SF N1�2 Ir A Er', 208 230 I I.0-10.2 2 =1/2 1;04 .- 2.66 Ul i 5 x 1.5" 54" , 44 *�3 i- ;' * •, ;- - STANDARDEFFICIENCYSINGLE -PEED ' f� y y i. i 340036 SF NI I /2F 115/230 10.8/5.4 1/2 1.95 0.95 t' L', NSF 2 1.5 x 1.5" 38 E t4 340037" SF N1 =3 /4A 1 15/2 e 10 8/5:4 3/4 1 0 :95 1 •t ',NSF 2 "t.5" x 1:5 38 ` F ` „* x 340038 SF-NI-IA 115/230 1 4.2/7,1 I 1.25 1.25 1 ' I ' , NSF ' 1.5" x 1 . 5' 38 G p 340039 „ ' SF N1 '1 1i2k 115/230 16.0/8.0 , 1.5'. 1.65 ,`i L ! av5F 1 5"-:x 1 5" ; .'C''''40-1.' , f ! H b�pF .; �e r ,.. ••n `,, ' " * 340040 SF NI 2A 115/230 22.4/11.2 2 1.I0 2.20 1 ', NSF 2 1 5 x 15 48 1 c' ' , • "rat : h1 340041 5 F N 2'-112)■8 2- a 230` 11 5 2 -1/2 104. 2.60 t _',NSF'" 1 5 x - ..4.5 ,. . , , ,, , ,, ,,,;$4 . - - :,;;= t ,-- 4 , j '� / t ''' " ENERGYEFFICIENTTWQ; 'Lry 34 1 I ! 5F-N2-3/4A 115 14.6!4.7 3/4 S PEED- ; 1725. • RPM' �; /4 167 125 1" ' NSF 2 15 x 1 5 39 A F .I '';•i / .x z , - , � ' a ',,,;',,,,,,--;,,•`. , ' *i� °, , ;'1r s � o- ,. , a' "'4,44+ y ? , e i :`• .. . z ., f ' 340043 SF- N2- 1 -1/2A 23 0 . /3.0 f /2' . lo .6 1. ��', N SF 2 1.5 x 1.5" 41 C',"1.4 340 e S 1 � .. , "230; , 10.0/3.5 2 1.1 '0 2. 20 1IL NSF 1' :5 x 1 5 "'' 'f9 , '' D_: 1` i t t „ ;; : ,. ,AA'CESSOR1ES °p • 350157 Union Kit- 1.5" Internal Slip X 2" External Slip 1 "UL' indicates rhat pump hears a UL mark signifying evaluation to U.S. Standards UL1081 for Permarien -Iy Connected Swimming Pool and fro , Spa Pumps and to Canadian Standards CAN /CSA C22.2 No 108 -01 Liquid Pumps For Swimming Po, -., Only (Enclosure 3), 3t : V ''NSF indicates that pump bears a NSF mark signifying evaluation to NSF Standard 50 For Self - Priming; Centrifugal Pumps For Swimming Pools Only. ni 'Product may have been evaluated to other state and local regulatory standards. Listing status may ch :nge. Always confirm status .,,; r i `I' with appropriate agency if in doubt. , k b , 5 f1 �; , * Hayward and Super Pump are registered trademarks of Hayward Industries, Inc. n :' . -- r E '_,, 1 s r i , . L : •, ' ; ' ', ";- ' t. ' ' 7 i . ,. -- .-..- . --- -.., ,:...^,,;:ii :: • ,':,) t`c i'l.' , -- ■ ,.' 1.11P .. ' Pentair Pool Prodo,. I., ';.T,' .-- ::,,u1,■,41-10 :,ettes Perforindoce r FT ....-,CP.4...; , 100 WI 1 I - ,_■ ..- "ri: -,.• . a '. ..• •., 1 I 1-';,:f,""^"4.• :r4f WI .-----------_, ' , . I Qr "I BEST EFFICIENCY SIZING - - i l 1 i I 70 ; , i , ' _ ; : I . , 1 , 1 - - - — 1 , • I P - I , —, 30 1 - 1 ---1 I Al B 4 11 . 1 1 1 r w'r I ■ -1 '..':',7",,,..f..4 E I 0: o 4 1 ! ■ I C I I I 1 ''''.:':.:'''..;•., . _ 0 10 20 30 40 50 60 70 80 90 100 110 120 130 GPM •4 ', I 4 E ■ T1 I 1 ; r 1 r r i - 7 - r• - T - - - 7 ' ■ T --- 1-- 7 T T • .a. ,‘, '' ';'• 0 0 10 15 /0 25 V1/HR r, ....,„„..,, 1 __ --- ---- . J 1 II p„ ..1...,..i.:...: ___ i tO 1 7 0 ■ V).\ 1 0 I \ i ii I'd _Li ir ) d ._ ______J, ■ 11 ..A.: ,ki izi ,----- 1 ' asimvolUh,....-N , __ - ; I u , - - 1- _ 4 92 RLF--9-- 2, 26 REF-1 9 331,1F - • ? ' i -- - - - - -- 24 91 RFF _ . _ ----1 r [ - •_ •,,,:, • , __ _., -- t lamilouto L_ 1 1 .1 . = . . _ 1 1 , -- 0 1" c ..- . . I ..-0 El_ , . , - , . . _. il*110 1 I I 0 u- I 10 - 2 REJ 7,....,...i • . ' I 10 11414 i / 68 Ill I" . o 6 . : 1111 ) ,' . I -c? CED CM , 4 • , glatirAl t - ... -- lint ■". ii _ .....___:- 1 .1L .C :la j lihr — • . , t , , .,, . , See page 464 for replacement parts,. I 3 ! , r.: i: , ' ', . • Jrcir-zmor-t. Lz4. • - - t L • I ' ' ■ ( Opt , '1 .01:010 • ft Tested to ASME ' )\ A112.19.8-2007 4 ) *Plastic. C_over Flov. tOr$ at 146 GPM 1 . e Max Flow 1.5 FP is 62.62 GPM 1 • APO se SP-5066 „ A 44. 74;r - •-• 25” Sump Outlets 7_, ) 1-1)444 White ; t7ray 7s51 3 254 - 1, '17 • ' • 44 , 44; Teted tct ASME •=4-44,71 -^;'^ j7 . ; ejlit A112.19.E1--2007 Plastic Cover Flow Rated at 146 GPM it:n.1%1.4.'40 e Max Flow 1.5 Fr hpc jS 62.62 GPM Surnp Outlets • IAP1V10 File SP-5066 2551 ' -300 . ' r•,' - 25513 Gray - 25513-304= Black Custom Molded Products, Inc. Toill- 800.733.9060 or visit us online atwww.c: Contact u for details about our conip let() lino of pool, spa whirlpool componentsff s .P of r W;- r Pool and Spa" Rermi_uda Skimmer Headloss _ � ` i J f l 4 Y f 50 60 70 80 GPM — X 1.5 inch x 2 inch Rev 02/19/2009 , ,. .", ,t;,. - 1 .,;;;. 'il'-',:.:- - ..." ,`-'_ - 1 - ; • 1?„:Ci".6 ; -;•,,-,.. ,.--' 't1_, - - -V.....'' , , , 1 _ • ;: . 1 ,..' - ', :1 . ' ' ' - ' , . '..,...,t.' ., . ' '- - '' _...:,' .,..-- -., . - .. . , , ,, _ ,. - : -i 1 O I V . ` . ' . - ' - . 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' . 4.&4;1* !..s.hi: ,7 1,.;.- 1 -;-;11.'lx.;'-`-' A'"•• - FEET OF HEAD PER 100 FEET OF PPE, scHED. 40 PVC ft, i ,.... . g -'''''.,/* • Flow Velocity t ricilon ti.3.--, I How Velocity Friction Loss t•:-;•*K (Gals per Minute) (Ft. per Seconc) (Ft. per 100 Ft.) I (Gals. per fv1inute) (Ft. per Second) (Ft. per 106 Ft.) t‘i. (Gas. '.•?' 4 4 - I /2" PIPE __ _____________ ____ __ _ ,.•,' t; i l 4 .63 1 51) i 28 4.11 1 7() 5 .79 225 I 30 4.73 ', 80 , ..si - -- 6 .95 300 32 5Q4 ---- - - - _ 1.1:,.4',4sgt _ --- -- - ---- - --- ------ -_____ ____ 7 _ 34 1.10 400 5.3.6 .520 36 5.67_____________6_12_ i_LlArft% 8 1.26 ----- ------ .. 0 _ ., 0 > -------- - - - -- 1.42 .630 38 5.99 7.85 10 1.58 .770 40 6.30 2 50 ..1,11(WV 12 1.89 - - 1.07 , 2 662 --- ---- ----- - . -------- -__ - 14 2 21 1.39 44 6.93 ‘; 30 16 2.52 76 46 7.25 10 CiCi 1. ,...,.,>., 18 2.84 2.11 48 7.57 ;:) i 5 - - -- - _ __ _ __ 20 3.15 2.58 50 7.68 22 3 17 2 55 8.67 24 3.78 3.60 - -- --- 4.20 --- 60 9.46 10.69 ' - 26 - 4.10 _ 2" PIPE -- --------- - ------- . vlitf"? 7 . - 67 .12 35 3.35 v... - --- --- 8 .77 .15 40 3.82 ;' 86 -- - - ------ __ ; 9 .86 .19 45 4.30 3 10 Wei: - -- --- - -- _ . . , . a.. 10 .96 23 50 4.78 -; 30 ___ ._ ______ ___ _ __ . _ A 12 1.15 .34 55 5.26 ' ; l .) AC_ -' - - - - - - - - - - --- . - 14 1.34 .44 60 5.74 380 `-''-•; '_ 16 1.53 .56 65 6.21 - --- - 18 1.72 .68 70 6.69 , :10 ------ 20 1.91 .83 75 7.17 22 2.10 .98 80 7.65 ,, 24 2.29 1.15 85 8.13 Hi 7 26 2.49 1.33 90 5.61 ---- 28 2.68 1 56 95 _ _ 9.08 ?. 30 2.87 1.74 100 9.56 :14 . . t'FRICTION LOSSAINVIFF1111 ', c .--.:' -. -.....:-..,- -:-- -i•-.-. .-,..-.. -. , ... . ,'.--:.- EQUIVALENT LENGTH OF STRAIGHT PIPE (FEET) 3/4 1-1/4" 1-1/2" Size 1/2" " 1" --___.---- - vr.,,, 0 1 II =-.- ''' _ . 4" ' Gate Valve (Full Open) 0.6 ___ 0.7 0.9 1.2 1.3 ?, . 2.0 2.7 lotw --- ; _ 3 6 4.5 5.3 6.7 7.5 11.1 13.1 , ______ 1.8 2.5 3.9. 4.7 5.7 12.1 17.1 jde # foot* 04 '4 5.4 6.7 _ .. _ _ 8.8 10.0 ,..7", i 17.1 21.2 " ■qt " i gl -;: . VatVP `8.1 8.9 112_ 13.1 15.2 _ Ai k CIE: The friction loss in a Great American Waterfall from 12" to 60" is the equivalent of a branch Tee I TYPI CAL INLET LOCATIONS ., _ :ifYC li iN!_3_ , _iP:::!i`. zi _ _> ,_iii. iv r'Nu 1 F s I I i �' i \ \ 1 — a `� l % I r r-- s . i I 1- 50° BAFFLE i _-fY_ PARALLEL TO WALE. -N. i f f 1 i 1- r'— -1 r i *le__ 1 .._, s 2 * : ' t 1 90° BAFFLE -� S EAT OR STEPOUT ---k-- is \ 111( �` _______ ___ _ A ,, 71— 90° BAFFLE _I v\ __ u ' ; , TOWARDS BOTTOM I \;i.., �4 SLUICING .iET 3/16" ORIFICE 1 IN RACE WAY GUTTERS � �4 1 \ FLOW Total Design Pressure Head (in Feet) (PSI) _ 111 ■r 30 60 - ---- o 1 ' � II :: / 50 s <-:, ..., INIMI 40 " 11 0 15 u I i j , 'i i __ 1 10 _ o 0 20 40 60 80 100 120 140 160 z.,. r F 6,, c.L 9 E. ..5 kr Y t`' I• 6 t et ' s Fiber lass Reirnforced Prytyp on iier-�e T� 114 l T , :,- - dx. , k ,, ,t -. - Ak4i: sat- `"!i 3i5e '`" 4 17. S, . ».k'' dt ?w" ; f'•!Sf- listed • l�ni0I11Z1 d Ci?I �iiect /ons r� ;_ . W ^ • integrated continuous High Flow'" internal ;tit , ,,i, , , , i • Chemical r esi- ?ant tank body • Lock ring with spring - loaded safety latches • Coroless cartridge for easy cleaning Il f±: • High Flow manual air relief valve • i in. drain and wash out • Single piece base and body design Cleat, :1 1 - Titer The Clean tx Clear''' Filter featuf;.; a chemical (r SI`;t2flt i,ani-' N7111' , lo- i(.ol 4('i ill In < - n deaning.All models are equipped with easy spin oln 0116 0S for plumbing hook ups.Thcse Biter s are NSF lisrcd, and are k� available in 50, 75, 100, 150, and 200 square foot sizes. I 'Lt, Ordering i nfarmation ' :5� Effective FLOW Flow Rates Tur-nwer Ca achy In Gallons) s � Product t Model Filtration Rate ' P— — — (GPM Carton Carton r4 .. Area (Sq Fr.) (GPM Res) Comm) 8 Hour 10 Hour 12 Hour Qty Wt (Lbs) s K *s? 160114 CC. 50 50 50 19 2 4,000 30,000 n 36,000 1 1 5 ` . 03 1 a CC 75 � 7 / /� 5 /� 78 i( r�1)0 45 000 ,. O ' " d F -fVt! 8�' d , ,.� '..� S, 'S k f yt v 4 i , }tt , r y_ > � trt3r r sx. n r x 7 � ra r r 1 u I20 56 72,000 90,000 1 08,000 I 35 .A ` 1603 1 CC 200 200 ISO 72 77,0°0 90,000 1 05.000 I 35 uue (..:PM per sq. ft. shown recommended f!os - i- 5 GPM per ,q. fi 1, Commercial race is a maximum of .375 GPM hci sy f:, of filter area Ii; 1 , , Dimensions and Performance Clearance to remove Filter Module - -. - - - - } ��} --- r ��� I e �ti I I Listed , cifj i 4 lir f,�,�,+- Sx B Dimension Table _ _ Note: Actual system flow will depend on plumbing size'. l i ' T B Dim, Gtr i 1 �� ! Model A Dim � and -other system component. 4 -,- I A 160314 18" 3 Note: Pentair Pool Products does not recommend 4 i I 160315 1 i lie 39' - -- P. �F."?.l flow rates above 150 GPM. l I 160316 3+ __I 61 s f i — *Integrated continuous High Plow internal air relief is e ` ; ± 160317 401/ I 76 PO r a — operational only when there is unobstructed flow in ai - - - - ---' 60318 X40 1 16 • 7 the circulating system 4 0 1.._.15- 172in. is Dimensions See page 349 for replacement parts. r S2i:C7I'IN IV. TECHNICAL I)A'TA A. 1'ilicr Pros tfrC, 1,.oss Chart. I3. f l? ie fable. t - -- Fdier Pie,tiurr I osS I I l� :31 i t i I\ )x Ji' 1 i 1rIG 1 CJE', r�i tit �G' a )w T l d t M --- 1 ro u r I/ 1 sq 1t. I GP GPH > row ' S hour GPM 1 C Ht f Hour ' d hour _. - i _ , _ - 16031.1 I i i O t----1603-15 ----/!' �0 3,000 16,000 ?4, l �ty j i uX40 q10 ` 0 D) r 4 I 1 75 1 5 5 / r i 0 I 3 0 000 I t u 680 1' 144 I ` ._- .. i �+ ftlti .i tat i `r xai s ~ x C,1C` o G03 1 t I_i 1S0 9000 wCi00 7 2000 56 0 o a; 1 -r - - - 160313 I 72,000 75 4,500 { 27 000 36,000 1 i,, 4 d b� i -__ L i .1 � r L. 1_ ' �___ _ 203 . _.___. 150 9,000 54,000 72 __ — ; _ _ (1) Recomincnrlcd flow rate for residential is . GPM per sq. fl_ (2) Commercial flow rate is a maximum of 375 GPM per sq ft of filter area. NOT0: Actsal system flow will depend on plumbing size and other system components. C. Replacement Parts. -' .16 I 11 Item Part Number Description lir `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 59052900 Locking Ring assy. _ 6 87300400 Body 0-ring - 7 59016200 Air Bleed Sock Kit r p 11 �- T - uu / 8 59053500 Center Core, 50 sq. ft. filter �- > - t_ll' O 9 59053600 Center Core, 75 sq. ft. filter 10 59053700 Center Core, 100 sq. ft. filter - ._ - - _ _ - 11 59053800 Center Core, 150, 200 sq. ft. filter -'-- ' _ 12 R173213 Cartridge Element, 50 sq. ft. filter dT -- ._ _ 8, 9 10 1 13 R173214 Cartridge Element, 75 sq. ft. filter — ; . : 1" • 14 R173215 Cartridge Element, 100 sq. ft. filter ... . 15 R173216 Cartridge Element, 150 sq. ft. filter ; ' (12, 13, 14, 15, 1 ) 16 R173217 Cartridge Element, 200 sq. ft. filter 17 178562 Bottom, 50 sq. ft. filter 18 178554 Bottom, 75 sq. ft. filter C 18, 19, 20) 19 178563 Bottom, 100 sq. ft. filter ti . ft. filter -- " - 1 ry 21, 22 20 178560 Bottom, 150, 200 s q ��Il�r__.- ll. 21 86202000 Drain Cap Assy. ) 1 22 51005000 Drain Cap Gasket 23 39104500 Union Nut "C" Clip 24 98212200 Union Nut I � 25 071426 Union 0 -ring Ip I I" a ,�I) ��G11 26 79304600 Body, Swivel , - � ® 24 SAVE THESE INSTRUCTIONS! P7N 178556 Rev. C 10 -15-01 7 S [ El i-:41',. . , _.................._____ 1 -:-4. - ,• , - - , 11.1-.3 Li 00- '-: - ---- ,,.. . . it4;- - - ..:„ - _K f,. f, s 'Vi. ( ,r,:. , ton, ti , N) i i a1/4' k Cte,ir sheet t-kp ,.., '.:, ,-•. 7 .,, Rate: 1 GPM per loci-, 4 75 • ■ Nozzle Options 125' 6251, 12 4 0 4 1 -1 1.,, •, - u Standard Nozzle Sizes 2" feed 1", 6 9", 12" L. Inlet Fitting: Receives 2" pipe .4 2 5 Standard Back Fed k i i b it) Alternate Bottom Fed (specify) Standard unit dinnensions Bottom Fed (2 Inlets / 5 ft.-8 ft) Custom Sizes Et Shapes are Unlimited. Contact GAWC for details. .., '' oe . , . _ , 4 ' . ,, , ,,. ri- r , . , ....,, ..„. Custom Nozzles Available Radius cuts to template or your specification at factory on standard units. No Up Charge! CONCAVE7 „....----.....„,,,......._ ......._____,..- ---.....„ / ..----------- C ------ Compound Radius CONVEX Mailing Address: Toll Free 888-683-0042 P.O. Box 5375 Spring Hill, FL 34611 Toll Free Fax 877-683-3442 Shipping address: he Email sales@gawcinc.com 18755 Sakera Road Great American www.gawcinc.com Hudson, FL 34667 Waterfall Company SNEER DESCENJ® TEC 1Ni!�AL'INFOR'MAT1ON Waterfall Height Specification Waterfalls naturally narrow as they fall. Waterfall height specification: for each Sheer Descent W (A) ;A1 ■Ai i.nit ate represented below. 1) 1 ength of Sheer Descent Waterfall fixture. (c) — 12' 8- 36' i 16 (B) B) Recommended waterfall height from the (s) (C) lip of the Sheer Descent Fixture to the 3 (B) (1) pool water surface m' o) - ,o'.(E) (D) (D) C) Width of the sheet of water at the pool (A) (A) water surface (when installed at the -. .. ,a: ti - - � — recommended height) mentioned in item B. D) Maximum waterfall height. 38 I i ■ 3 ( bum 91.m 1 E) Width of sheet of water at the maximum waterfall height. (c)& & (E) f (c) s (E) 36' - • (0) F., (B) & (D)• �..m Water Flow Requirement Chart Hydraulic Guideline Chart Feet of Projection • Use minimum of 1' /z" pipe. • Use minimum of 2 pipe for runs over 60 , or 1 2 if Sheer Descent unit is over 5'. 3 \ • Dedicated plumbing lines are recommended. 0 .a Maximum recommended flow (In U.S. Gallons) N 2 11/22: for 60 GPM ° for 100 GPM D 21/2" " for 140 GPM 3" for 225 GPM 1 Typical pump performance at 50 feet of head 1 HP = 26 GPM 3 /4 HP = 58 GPM 7 8 9 1215 20 1 HP = 68 GPM Gallons per minute per foot 11/2 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 DescentWater- fall requires approximately 10 U.S gallons per minute per foot with little head loss. For a more dramatic Head Loss yes for GAWC c c 4a N >` Q) i c l i c c1 Q Q ca 1) U c g)E a 0 0 0 0 0 0 0 0 0 0 0 D D D D D D r -- _ Q `� < < Q Z Q Q < Q Q < < T .09 .03 .42 .05 .10 .03 0 .09 .03 .09 .03 .03 25 `r `' .28 .06 .46 .12 -- ,06 0 28 .06 - .06 .08 24" .46 .14 .62 .28 - .14 0 .46 .14 - .14.18 cu a" s . 18 .70 .36 .18 0 .62 .18 - .18.24 N "48n r .86 ,33 .98 .66 433 0 .86 .33 - ,33 .44 4 60" .70 .46 1.7 .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 - .67 1,2 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 flow rate for each type of water fall unit. Also using the recommended size pipe for that flow rate. 1 1 /2" pipe for g.p.m. 1 -48 2" pipe for g.p.m. 49- 100 t� �, City of Atlantic Beach APPLICATION NUMBER J S � • z Building Department (To be assigned by the Building Department.) y 800 Seminole Road %� Z t i r �; Atlantic Beach, Florida 32233 -5445 7 Phone (904) 247 -5826 • Fax (904) 247 -5845 J � " - -rfi �» E -mail: building- dept @coab.us Date routed: City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM D6� - 2)14 - 7)a. V S-I d / Department review required Yes No Property Address: / - e -_ q -� Buil. Applicant: �D/2/diL — Ern c i ✓ �� /$ • la 1 I • & Zo I . Tree Administrator Project: NIA) /'2-) r�u�'b Toot 6 ka.Works blic Utilities Public Safety Fire Services evle 7„ ee y ,, 4 1DeptfSi nature :o :.a. .z.,19) 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 �Q Date: PLANNING & ZONING </ D 3 - 2 ~� Reviewed by: TREE ADMIN. Second Review: DApproved as revised. ['Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 0 .A4, City of Atlantic Beach RECEIVED APPLICATION NUMBER S r �� Building Department MAR 0 2 2011 (To be assigned by the Building Department.) 800 Seminole Road tr y Atlantic Beach, Florida 32233 -5445 / Phone (904) 247 -5826 • Fax (904) '.!t• - !%' E -mail: building- dept @coab.us Date routed: J , �! City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: o� - 7 . VIS-r / De. -. ment review required Yes No Buil.`•_ Applicant: /, r?c11 la I'I I. & zoo'. Tree Administrator Project: Nei 9ratc -)A 'Took- ubli Workj) blic Utilities_] Public Safety Fire Services �.r " w auz * r^ p - ' ,F evtew e 1 ' DeptISIgnature , , - i . , Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ['Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: �/ Date: 3 TREE ADMIN. Second Review: ['Approved as revised. ['Denied. P . f"WORK Comments: P = IC 1 S 3 ' S � E / Reviewed by: Date: PUBLIC SAFETY Y� FIRE SERVICES Third Review: Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 LAAvi City of Atlantic Beach _ APPLICATION NUMBER jS �� Building Department (To be assigned by the Building Department.) A ` 800 Seminole Road 'J °'�`'' EI ED / s) Atlantic Beach, Florida 32233 -5445 //, f 73 Z- "` Phone (904) 247 -5826 • Fax (904) 247 -5f45 MAR 0 2 2011 f �r E -mail: building- dept @coab.us Date routed: / 1l City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ®� - A a VI s- 6 Department review required Yes No �; -� :uil•'• ••_ Applicant: �" /L/2ic% - Ern de 7d0/$ 'la &Zoi••e Tree Administrator Project: 4/1w /2 . To L7 J ?oaL ubli Works lic Utilities Public Safety Fire Services rev ew `° 'a r .5 DeP, Sig�ga f re ; 4- - -. ,µ. ; • 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: n �� ts �� : BUILDING � PLANNING & ZONING Reviewed by: Date:.3 /i`�/J TREE ADMIN. Second Review: 11 :4Approved as revised. ['Denied. PUBLIC WORKS Co ments: h`f rJ` PUBLIC UTILITIES • C— j !�— � / PUBLIC SAFETY Reviewed by: Date: 2/)J) FIRE SERVICES Third Review: ❑Approved as revised. [Denied. Comments: Reviewed by: Date: Revised 05/14/09 .s1.A/b. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233 -5445 / / 7c `` Phone (904) 247 -5826 • Fax (904) 247 -5845 ; E -mail: building- dept @coab.us Date routed: /If City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: a� .73 a CIS a-- / Department review required Yes o Buil•`• Applicant: D, icQ- kemde ✓ �a /$ •I_ I is Zoe..: Tree Administrator Project: 4/1w /' '9/'e'IC `/ TOOL "ubli Works f Utilities Public Safety Fire Services Re 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: APPL ATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDIN PLANNING & ZONING 9 Reviewed by: Date:J � " TREE ADMIN. Second Review: Approved as revised. ❑ enied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH LE g ii �1 n 800 Seminole Road, Atlantic Beach, FL 32233 MAR I1 Office (904) 247 -5826 Fax (904) 247 -5845 AR 01, 2011 L Job Address : r5 p �, v .. - J ` S i 4\ C. i Permit Nu 11 B . __ .—.. C __ Legal Description " _ _ • r i _ , /Parcel # E _ • _ _ oor ' rea o q. t. q. t Valuation of Work $.Q g 606 Proposed Work heated /cooled ,- non-heated/cooled /- Class of Work (circle one): New Addition Alteration Repair Move Demolitio pool/. pa window /door Use of existing /proposed structure(s) (circle one): Commercial ( esidential co If an existing structure, is a fire sprinkler system installed? (Circle one): o Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: -- C — V\ C L UI.C'\ 17 � ∎ r� vin v� C� o� ( Property Owner Information: Name: �k `(\ =' S i e � tJIS4A-V1 �- � AddressaC) �� �� � ��4� 6`� �'�ct2t City IPt' �Cz V\ , C-. In State R. Zip Phone C>4 4 E -Mail or Fax # (Optional) Contractor Information: an Name: ' p y �.OY' � � r,A, t -e � + �S t � cQuali ing Agent: - , � Company -'• . CLiPt(Z.�L„CQ r/1 Address: R c G� �tc�1r -V ) Ci ...LA c_l�sv h v I.Lc,. c= State .k_ Zip 3 l 6 Office Phone(q �4 t -tiS — A 6O Job S .A.,,,,,,, i te/ Contact Number M.c 9 S Fax # (•=i ( - 4 State Certification/Registration #...C_.06 a3 Architect Name & Phone # / Engineer's Name & Phone # / Fee Simple Title Holder Name and Address Fc.c._ S% w, V P - Bonding Company Name and Address 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 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 apertod of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Plumbing, Signs, Wells, Pools, Furnaces, Bo Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. • I hereby certify that I have read and examined thisplication 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 1 re kiting construction or the performance of construction. /, /) Signature of Owner Signature of Contractor , , ., / �f" , , , Print Name _ .r Print Name '` ' v lik , C..\rA l ti • OW r Public State of Florida ,. ( •o otary Public Stat of Florida t. Swot' . d �; 4..... r.. _ :wen (1 Swo to � � s + • ■ i barfwg ' u t, �,�: ; a r c � �.,� • u� • r 7: 47 0 1 t • 41.1atiWili r5��l" r ' ,. 47 201 No's.' '1ic Irvvw Not. 'u: i Revised 01.26.10 6 �,� ' , CITY OF ATLANTIC BEACH " �_ _ 800 SEMINOLE ROAD j ° ° z.1 ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 ' 4 , ,131 / 4 Application Number 11- 00001732 Date 3/30/11 Property Address 2050 DUNA VISTA CT Application type description SWIMMING POOL /SPA Property Zoning TO BE UPDATED Application valuation . . . 28605 Application desc NEW IN GROUND POOL Owner Contractor SHAD FLORIDA BONDED POOLS 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 . 9/26/11 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 an City right -of -way. On -site storage requirement met by berm at back of yard. Call for inspection when complete. Other Fees STATE ELEC DCA SURCHARGE 2.00 STATE ELEC DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due Permit Fee Total 95.00 95.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.00 4.00 .00 .00 Grand Total 99.00 99.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 Ph (904) 247-5826 Fax (904) 247 -5845 JOB ADDRESS: 6105 7 U/1oi. V i 1. CY PERMIT # 11-1730-, NEW SERVICE ❑Overhead ❑ Underground ❑ Underground up Pole . ❑Residential (Main) Service 00 -100 amps ❑ 101- 150amps ❑ 151- 200amps ❑ amps # of Meters ❑Commercial (Main) Service 0 0 -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 0 C 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 CTRICAL PROJECTS ,I 1 hp wimming Pool ❑ Sign ❑Smoke Detectors Qty ❑Transfonners KVA otors FIRE ALARM SYSTEM (Requires 3 sets of plans & Fire Alarm Checklist) Qty volts /amps VALUE OF WORK $ REPAIRS/MISCELLANEOUS ❑Replace Burnt/Damaged Meter Can ❑Safety Inspection ❑Panel Change ❑OH to UG ❑ Other: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name 5"14d Phone Number(0 2 4(4 9 —9 '1 ° Electrical Company (/%/ Pt..4 ? S LCef r S1A5 Office Phone a & S Fax615 X -8 f 1' cP;ct City Ora/15S_ Pei _ State �-- Zip 32-066— Co. Address: C ...., °. �hV License Holder (Print): IOj �'(.1. w " >' . _ Sta Certification/Registration # CAW / Notarized is , • • _ _ - _ - . ar ,- ,- ,1, !l KAREN EWIN c ,\ Commission # DD 790954.. orn'and subscribed before me this 9 day of ` 20 ) �' ' * My Commission Expires ! C //� \ + 1 4 or M0Y 21 , 2012 _ nature of Notary Public (� /�� / Jrn� NM: 1\ r J