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Permit Pool 1647 W Park Terr 2012 "f CITY OF ATLANTIC BEACH s) 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 J1313'' Application Number . . . . . 12-00000609 Date 6/11/12 Property Address . . . . . . 1647 W PARK TER Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 33000 ---------------------------------------------------------------------------- Application desc NEW POOL ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MARTIN WILLIAM & MELISSA FLORIDA BONDED POOLS 1647 PARK TER W 8608 BEACH BLVD ATLANTIC BEACH FL 322335609 JACKSONVILLE FL 32216 (904) 641-5265 ---------------------------------------------------------------------------- Permit . . . . . . SWIMMING POOL Additional desc . . Permit Fee . . . . 215 . 00 Plan Check Fee 107 . 50 Issue Date . . . . Valuation . . . . 33000 Expiration Date . . 12/08/12 ---------------------------------------------------------------------------- Special Notes and Comments *APPLICATION DOES NOT RECOGNIZE OR MENTION THAT THE 2010 FLORIDA BUILDING ( OR RESIDENTIAL ) CODE WAS USED FOR DESIGN OR CONFORMITY. * 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) SWIMMING POOL SAFETY INSPECTION REQUIRED Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Remain clear of easement along north property line . Sewer main located in easement . If on-site storage is required, a post construction topographic survey documenting proper construction will be required. Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. ------------------------------------------------------------------------ --- Other Fees . . . . . . . . . STATE DCA SURCHARGE 3 . 23 DEV REVIEW-SINGLE & 2-FAM 50 . 00 TTSTTATTT��E}}��D��B��PRR�SURCHARGE ��}� �33 . 2 3 PERMIT IS APPROVED ONLV IN ACCORDANCE WITH ALL CITYaFATLPA I IC"BERN�RDIf A;CARAD THE FLORIDA 0 0 BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 � jilt Page 2 Application Number . . . . . 12-00000609 Date 6/11/12 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 215 . 00 215 . 00 . 00 . 00 Plan Check Total 107 . 50 107 . 50 . 00 . 00 Other Fee Total 81 .46 81 .46 . 00 . 00 Grand Total 403 . 96 403 . 96 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITE' OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 lob Address: rv'� �1 � �Arr� s-r Permit Number: lo2 - o'09 regal Description � �� parcel # t� Floor Area o q, t. q.Ft Valuation of Work$ _-:�3, 104 0 . Proposed Work heated/cooled non-heated/cooled lass of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Jse of existing/pro osed structure(s) (circle one): Commercial Residential I an existing structure,is a fire sprinkler system installed? (Circle one): o N/A =lorida Product Approval# For multiple products use product approval orm describe in detail the type of work to be performed: nQ 4'r)c_xyLA �cA, , VVN ,,,,, , ,,, ;,"C-,r— ` ?roperty Owner Information: Vame: Uj L L_Ltw-rn M R-12;i t V1 Address: I rc aC i.�)PSG lity 4-7LC-rg7�c_ c h State.Zip�: �3Phone -Mail or Fax# (Optional) "ontractor Information: / �ompany�•Name: Qualifying Agent-1-_��2e C.t � 4ddress�s U r- ROMUTRIPMENTS —' 1��cti ate��Zip 3a a t�; Jffice Phone 6�t^�M �_Job Site/Con --,� Rate Certification/Registration# G. G �' �i 4rchitect Name&Phone# F4 engineer's Name&Phone# ..�... SEE MP-MFFS FOR*DBIMONAIL Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address I REVMWED BY: 4pplication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or insta anon as com e�f j �to J 'ssuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This p' it s Ind void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned fora�pperiod of six r6)mon t vork is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing, Signs, Wells, Pools, Furnaces oilerss, ea r Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE O 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 hereb certify that I have read and examined this,a plication and know the same to be true and correct. All provisions of laws and ordinances governing this type o7work will be complied with whether spo ted herein or not. The granting of a permit does not presume to give a hority to violate or ancel the provisions of any other federal,state, orloc law re la' ting construction or the performance of construction. r Signature of Owner Signature of Contractor /, • �NN�nuitt / '''% Print Name !11.��.. .......:...:...... h.! ,.i-1./Y:................................................... Print Name hF,..�i,�........................................................................................ Sworn toted subscribed befo S G ' this t r ne umk o a Da 20 :— owe11 Notary Public x 121IW2014 Notary �9. E E 01, 2 F�FRevised 01.26.10 Doc # 2012110161, OR BK 15949 Page 2290, Number Pages: 1 , Recorded 05/18/2012 at 10:01 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT - State of ,Qr L .: "'""� olio No. l an o ~0 sa4 CountyofTo Whom It May Concern: FL(i OPYThe undersigned hereby informs you that improvd "tib'— roperty,and in accordance with Section 713 of the Florida Statutes,the following information is stal"`d"in tfiis NOh "E OF' OMNMNCEMENT. Legal Description of property being improved:3t'j'a C34 15'—,29 E saL lr A M-a in M? Address of property being improved: f i General description of improvements: CSft �GL-1 VVN M % nT �i..t. \Z Owner: W\.t.. L-t wor i n„ W'"s,�rk-In Address:tf'l� Owner's interest in site of the improvement: L nN�..� Fee Simple Titleholder(if other than owner): Name: Contractor. Address: ,�� :� ��1�-��CJ�1 te,�e . �-E-r�r %A-6, 3ua.t6 Telephone No.: CrA —<S7Q Fax No: Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himselfi owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: i Date Before me this `day of in the Coun of-Duval,State Of Florida,has personally appeared Notary Public atLarge, m My commission expires: .►*' t dda Personally Known: or Produced Identification: Property Appraiser- Property Details Page 1 of 1 MARTIN WILLIAM Primary Site Address Official Record Book/Pace Tile* 1647 PARK TER W 1647 W PARK TER 15756-00077 9409 ATLANTIC BEACH, FL 32233-5609 Atlantic Beach FL 32233 MARTIN MELISSA 1647 W PARK TER Prope!_DetailValue Summa _ __-- ry! RE# 172020-0324 � 2011 Certified - In Progress x_Dirict USD3 Value Method CAMA CAMA Prggeft Use 0100 SINGLE FAMILY I Total Building Value $88,413.00 $83,458.00 #of Buildings 1 Extra Feature Value $4,493.00 $4,545.00 Legal Dom. 34-52 09-2S-29E Land Value(Market) $300,000.00 $300,000.00 SELVA MARINA UNIT NO 7 Land Value ark 1 ! $0.00 $0.00 Subdivision 03133 SELVA MARINA UNIT 07 Just(Market)Value $392,906.00 $388,003.00 The sale of this property may result in higher property taxes.For more information go Assessed Value $151,211.00 $388,003.00 to Save Our Homes and our Property Tax Estimator.Property values,exemptions and Cap Drys/portability Amt $241,695.00/$0.00 $0.00/$0.00 j other information listed as'In Progress'are subject to change.These numbers are part of the 2012 working tax roll and will not be certified until October.Learn how the Exemutions $50,000.00 See below Property Appraiser'sOffice values property. Taxable Value $101,211.00 See below i Taxable Values and Exemptions–In Progress If there are no exemptions applicable to a taxing authority,the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Value SJRWMD/FIND Taxable Value School Taxable Value Assessed Value $388 003.00 Assessed Value $388,003.00 Assessed Value $388,003.00 .... ....... Homestead Exemption(HX) $25,000.00 Homestead Exemption(HX) $25 000 00 Homestead Exemption(HX) $25,000.00 ......... ......... Amend 1 Homestead(HB) $25,000.00 Amend 1 Homestead(HB) $25,000.00 Taxable Value $363,003.00 . ...... .e ..........0 Taxable Value $338,003.00 Taxable Value $338,003.00 Sales Histol�f� — Book/Page Sale Date Sale Price Deed Instrument Tvye Oft Mollified/Unocal—Med Vacant/Improved f 15756-0007 10/27/2011 $385,000.00 MS-Miscellaneous Qualified Improved 09197-02218 2/3/1999 $100.00 WD-Warranty Deed Unqualified Improved j 09197-02220 2/3/1999 $100.00 WD-Warranty Deed Unqualified Improved I 03335-01060 : 3/20/1972 !$7,100.00 WD-Warranty Deed Unqualified Improved i Extra Features LN Feature Code Feature Description Bldg. Length Width Total Units Value 1 FPMR7 Fireplace Masonry 1 0 0 1.00 $540.00 2 SPAR3 Spa 1 0 0 6.00 $2,717.00 3 SCNR3 Screen Enclosure 1 0 0 51.00 $1,205.00 4 CVPR2 Covered Patio 1 5 7 35.00 $83.00 Land&Legal Land ��_— LN C.9ft Use Description zoni Front Depth Category Land Units Land Value LN "Legal Description 1 0100 RES LD 3-7 UNITS PER AC ARS-1 105.00 0.00 Common 1.00 $300,000.00 1 34-52 09-25-29E 2 SELVA MARINA UNIT NO 7 3 LOT 11 BLK 12 Buildings Building 1 Building 1 Site Address W 1647 W PARK TER Element Code Detail Atlantic Beach FL 32233 Exterior Wall 17 17 C.B.Stucco Roofing Structure 3 3 Gable or Hip Building Type '0101-SFR 1 STORY SOH Roofing Cover 3 3 Asph/Comp Shingle r Year Built 1973 Interior Wall 5 5 Drywall Int Flooring 11 11Ceramic Clay Tile I J T_ypg Gross Area Heated Area Int Flooring 14 14 Carpet , Fin Screened Porch 135 0 Heating Fuel 4 4 Electric } Base Area 1890 1890 , Heating Type 4 4 Forced-Ducted _ http://apps.coj.net/pao_propertySearch/Basic/Detail.aspx?RE=1720200324 4/11/2012 t 800 Seminole Road Atlantic Beach,Florida 32233 Telephone (904)247-5800 ►-' '''s1 FAX(904)247-5845 Construction Site Management Plan Compliance A construction site management plan conforming to Atlantic Beach City Code Sec 6-18 has been approved as a part of this building permit. The Construction site management plan wa�aproved based upon the following information. 1. Parking plan-parking plan showing how site will be accessed and all onsite and abutting street parking areas. V/2. Location of c nstruction trailers,loading/unloading area and material storage area. (� 1A . `o v ham'oc� V'3. Location of chemical toilet area-chemical toilets must be kept out of City right-of-way and not further than 15 feet from structure under construction. f1/ F Z coca L v/'4. Location of dumpster- dumpster must be from approved waste company(in accordance with Chapter 16 City Code). As of 2009, approved dumpster; companies for.Atl.Beach are Advanced Disposal;Realco Recycling, and n ` ��tZ Shappells.. Dumpsters are to have tarp covers or rigid covers on windy days. / fGc, t, - Dumpsters must be removed prior to issuance of Certificate of Occupancy or Completion. -V45. Traffic control plan, showing access with dimensions, area to be stabilized, narrative on phasing of construction with adequate parking and delivery of materials. S R ifh 2 A S ;:tz V16. Site cleanliness. Contractor must have the entire construction site cleaned by Friday of each week. This means removal of scrap lumber, concrete remnants / and other such construction debris including cans, metal, plastic and paper. � 7. Erosion and Sediment Control. Contractor must maintain all elements of the approved Erosion & Sediment Control Plan (silt fence, catch basin filters, etc.) until sod or other stabilization has been placed and approved by Public Works. 8. Other activities, where special conditions are identified by the Building Official. Failure to comply with the Construction Site Management Ordinance may result in a Stop Work Order being issued in accordance with City Code Sec. 6-17 (3) Revised 6/2009 BORDER BRICK FIELD PAVER MUD SET EXTEND �--SAND IN SOIL (V (3) #3 REBAR 12" 12" X 12"-FOOTING DETAIL 1"= 1' ANSI/APSP-7 2006 Specifies three methods for determining the maximum system flow rate. Martin 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: 303 X 4.5 X 7.48(gal./cubic foot) = 10198.98 (Surf.Area) (Avg.Depth) (Vol in gal.) 2.Determine preferred Turnover Timein hours: 4.72 60(min./hr.) = 283.2 (Hours) (Turnover in Min.) 3.Determine Max Flow Rate: 10198.98 / 283.2 = 36 + 108 = 144 (Vol in gal.) (Turnover in Mins.) (Pool Flow Rate) (Feature Flow Rale) (System Flow Rate) 4.Spa Jet: 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 F-7--inch to keep velocity @ 6 fps max.at 144 gpm Maximum System Flow Rate. Trunk Piping to be 3 inch to keep velocity @ 8 fps max,at 144 gpm Maximum System Flow Rate. Return Piping to be 2.5 inch to keep velocity @ 10 fps max.at 144 gpm Maximum System Flow Rate. Determine Simplified TDH: 1.Distance from pool to pump in feet: 50 2.Friction loss(in suction pipe)in 3 inch pipe per 1ft.@ 144 gpm = 0.07 (from pipe flow/friction loss chart) 3.Friction loss(in return pipe)in 2.5 inch pipe per 1ft.@ 144 gpm = 0.13 (from pipe flow/friction loss chart) 4 50 X 0.07 = 3.5 (Length of Suct.Pipe) (Ft of head/1ft of pipe.) (TDH Sud.Pipe) 5 50 X 0.13 = 6.5 (Length of Pressure Pipe) (Ft of head/1ft of pipe.) (TDH Return Pipe) TDH in piping: 10 Filter loss in TDH(from filter data sheet): 19 Heater loss in TDH(from heater data sheet): 9 Total all other loss: 10 (Total all other loss includes but is not limited to...Waterfalls,90's,45s,valves,eyeballs,etc.. Total Dynamic Head(TDH): 48 Selected Pump and Main Drain Cover: Pump selection lintelliPro P6E6Y4H-209L using pump curve for TDH&System Flow Rate (Pump model and size in Horse ower Main Drain Cover I Pentair StarGuard 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. _D"Q 20 Suction outlets @ 144 gpm max.flow(see note 2). Q @ 0 OSuction outlets @ Ogpm max.flow(see note 3). Channel Drain Ogpm w/ Oports(see note 4). FILE COPS I rzhp,rnp ! Tofal Head In -Feet Co --- For .rlr.h ��rnp nyersion Chart one. Inches Mercury (Vacuum Gauge) - Si;r ,li(i -� -°-I--�- 4 I 6 _a I to ° ioo I zs 4-5 113 1z I 14 15 I Ic i - - I 6� 9A 116 I-� C; r-pldte S1DH Wurksheet - Fill c!1 t. 1 i 23 .ti I 6H - 158 1 , Tom- r_ - L. 0.1 11.4 116 Lig _ 2 I 4,5 6.9 9.1 I1.4 13.7 159 lg1 20.: , (� T�ifrll �ynnmic He td�TT)LIl -I I _ za4 I vA Col,.iactc Program or other calcs. fill in rcyuir J--` �� s2 ils fiJ.7 16A lag 20S 27 4 _ s.z- 11S iia 1i6o 16o �s � as.o 27s blunls on Worksheet `' __.5 11s 139 t6.1 ie 20.6 2va �1 273 b.6 do c is h calcuiationo. -1-I_i�.y� 1a.1 18.4 T_18.3 n� - 25.1 �.6 J1.9 Ir11 t,-hc n1 FLOW Cap(1CItV _ 7 I. 1612 18.4 2(1.7 - �'4 24.7 31.9 3{2 - _ 123.0 252 215 29.1 J2A 34.3 355 Q f the new or replacement pump. -e 185 zo•i 23A t zs:3 Z7s I 243211 _91 20A 13.1 25.3 27b 343 3&6 i0 -5 32 1 343 36 6 23.1 25.4 27 b _23.9 32.1 34.4 36.7 38.9 41.1 11 M4 Z7.7 29.9 - 2 345 J6.7 39.0 4 411 434 12 27.7 130 0 32.2 34.5 _36.8 39.0 41 3 43 5 4S9 12 30.0 - 435 45.5 4d1 JL3 34.6 36.8 34.1 413 43.6 459 a 14 J23 34.6 1 36.9 J9.1 41.4 1 43.6 45.9 48.1 X4 c-3 15 34.6 369 392 41.4 437 45.9 48-2 50.4 52.7 1. If a variable speed pump is used, use the max. 0 16 37.0 39.2 41.5 437 4.0 4a3 50.5 505 521 55A I pump flow in calculations. 17 ss3sza sso �a 41s 43 8 1481 4a3 so.51. 2. For side wall drains, use appropriate side wall drain 19 IJ11-s 46 1 48 4 sa 6 sz° 551 ss 1 4 59s flow as published--'by manufacturer. 4Ez 48.4 Sal Szs 55.2 .s7.4 s7.4 �'7 1619 20 4U 48 5 50.7: sJ o 55 2 57s 59$ se 7 620 14-2 _ :21' 4as' soa ssa, s 62a 643 3. Insert manufacture%s name and.aproved`'`fi�oximum 776 �� 1 66.6 6M zz s0 a 53 t s53; S7 e _'s:Ts -:62 r- >64.�- flow 23S3.f. '55.4 57T.' 544 : .622 64:4 6(i7.'. �'. 712 24 56 4 57.7 d0 0: 671 4S 'S6J.: .-a9.0 71 2 iJs See-:ins'taiia6on-instructJons::for-number'of.-.ports to J 57•a �6aa �4S �t .711L '-M aro- be used. l 2b ear sr s4 IM' t:4 :73s7• .;5.'In=Floor sucuon outlet cover/grate must conform #o "�7 6.4 `tet6o ata67-0 693. 50S au 65.0.most recen� edition of AS�IE/MiSI Al 12.19.8 and beZ�l 71s7aJ aos e� �1 �� embossed with that edition approval. -S0 t�3 71.6 73a . 761 7113 PP 31 71 s 739 7111 7a4 eo 7p aZ.9 t 117.4 d9.6 Titer & Heater make and model cannot 32 7114 803 e3A � M. �.7 '� I S. Pump, - G5 2 els 59.7 rzD 94a s3 76 2 7rs so 7 53 o e5 3 cis 1 is a 92o 1943 98b changed, and equipment location cannot be moved 35 las ttaa as.t tt3 ai•6 esa 92.1 94.4 closer to pool without submiVing a revised plan and I ea9 531 55.4 97-5 s9a 9-7 91 1 X7 9U 0 L,TDH calculation worksheet for approval I �9 101z tl01� FlE1D TDN WJST BE EQUAL. TO OR Kq,Le r1f,CALCtJIATED TDE(. . Flow and Fdc lon 102E X22 - Schedule 40 PVC Pipe - Fat Per Se ,d t= Sze 6 g 1' ifi 0.14• 21 0.13• 26 10 o.3s �" ^ ��. kl�c. dng in 1 s I mo i. 0.08' 1 50 0.14• 62 a zt R �- r- acTo6 �,m a10 ups o.t6 (407 977-1$92 pest knW and Commer'cid s:s• I tis a.05• . 117 0.09 1146 0.13 O0� Foutltoirls and Fwtur r 136 c°m ao4• 151 a07 227 oao' 4' 234 0.03 313qgxn cos 392 0.07 6' 534 0.02' 712 Oar This form is the property of Gordon H. Silepardson PE and may only be used in conjunci;on ivi$1 my Residmt;d S1jrm ng Pool Specification Drawings or by oef em with Dri writtes pet>'t'lissiort, Swimming Pool Specification For: MAZTIAJ F�n�t►c.y n0 r GORDON H. SHEPARDSON, P.E. U FL PE # 19333°� rs Irin Name 672 N. Semoran Blvd,, Ste 203 Orlando, FL 32807 canlr°ctors cert. n1°. Office: (407) 275-1099 -it'nTraciors ielepnone 'o. Fax: (407) 275-1015 Scale: None Rev 0 - 2/16/09 4 trri• a 't:rF •N °,�- .�Peri{ r 'r i l`' a ""..Ft, 3' t r.•..+sr� -c r sA F x•w. y t-•.,.;;�., 't£.,s:� . „$+r +;1 � ;3"tiy-� C"5vi•'� Sh1* ua �.y�- s ck.« ?:.�Y{�'r.r r �,n sy s t }.c .'R" 5 r "d '+ a •�.xee r-r q" Ei F h tu 1 3 t•� `� d � { d l,F' +i 4?r. rsy,,.,h i .. f ; r ..+, r "S f WFI t x iF•3c .0 - >r .. "`tiy 9�er �ti�� " �� „xti,�a!j } � �,•,y� r j, L n r (' �' �'►v y�'k` r`s �`..yL._ � •i-.:... ti:.c�W 7 , sz��`+7� `�`'• � i...Xy�f s♦L ,t�.'.J'i-. r r''ti�� i.Y. r 1' �. r•`o- a u � LF a :?-� -•.. r .::> :.-..:' ;.,.s.� .s... s'`t" � L N(crit.�j'��K�tt 4iM NN,S��r+ f E � ,y„�,�y'4,,�s`tc„ai�.k•�}..� M `r FEET OF HEAD PER 100 FEET OF PIPE, `SCHEO. 40 PV/ �t iK"t~ Flow VelocityC Friction Loss ( � (Gals. per Minute) (Ft-per Second Row Velocity) (Ft per 100 Ft') (GIs.per Minute y Friction Loss r:.;Ct; '-7/2'• PIPE '• ` - - - -- ------ ) (Ft.per Second 4 .63 - ) (Ft.Per 100 Ft.) --- --- --- 5 -_... .------- 1-SO 28 P;;T. _ .79 ---- 4.41 t -- .225 30 4.70 6 .95 -- __ 4.73 - �L. a --- `300 ---- 5.30 7 1.10 ----- ----_32---- --- 5.04 -- ? f. .400 5.85 a 8 1.26 - 34 5.36 --- -- 520 6.40 w`"•f' 9 1.42 36 5.67 tlY _ _ 630 7.00 10 1.58 770 '--- 38 5.99 7 -- `. 121.89---- - 40 - -BJ---_ 1.07 -- 6.30 8.50 < � 14 - -- �42 - w+'�`e 16 2.21 _._----y 39 -__ - 44 6.62 9.20 r e a ---- �;^ 2.52 1.76 -- -~---- 6.93 9.80 18 2.84 2.11 - 4_6_____- 7.25 10.05 ;ti.�s�yc 20 ----------- _ ' a 3.15 $_. 42 7.57 10.15 - 22 3.47 -_ ------50__ 7.88 � i -- 2.98 ------ 10.24 24 3.78 3.60 - -�- 8.67 10.45 - .� 26 4.10 4.20 60--------_._ 9.46 10.69 2•' PIPE _ 7 .67 ----_. - .12 35 8 .77 15 3.35 2.20 9 --------=-- 4 3.82 0 .86 1a 10 .96 __ 23 45 --- 4.30 3.40 --- 12 1.15 __ 34 50 4.78 4.30 x� 14 1.34 44 55 5.26 5.00 h0. -_ 16 1.53 ---6 - - 60 - 5.74 - 5.80 > 181.72 .68 650 6.21 0 �x 201 - 22 .91 .83 -- 6.69 7.50 2.10 •98 75 7.17 8.60 24 - 80 7.65 2.29 1.15 9.55 26 28 2.49 1.33 85 •8.13 10.7 2.68 ZJU 1.56 8.61 3095 ------_------ 2.87 100 - 9.08 13.2 9.56 14.4 EQUIVALENT LENGTH OF STRAIGHT PIPE (FEET) Size 1/2" 3/4„ V, Gate Valve(Full Open) 0 6 2" 3" Elbow, 90, 3.6 4.5 0.9 1.2 1.3 4„ 5.3 6.7 1.6 2.0 2.7 Elbow, 45' 0.7 0.9 1.4 7.5 8.6 11'1 13.1 Tee(Straight Thru) L t F�Qr 1,8 2 5 3 3 1 - 2-- 2.8 4.1 _5.6 Tee(Thru Side) �Ca (�� 4.3 5,4 6 7 4.7 5'7 7.8 12.1 17.1 8.8 10.0 12.1 17.1 Swing Check Valve 8.1 g.9 17.? 1�-_- 21.2 15.2 19.1 27.1 38.2 The friction loss in a Great American Waterfall from 12" to 60" is the equivalent q alent of a branch Tee t — IL Ability to program exact pump speeds for specific p operations- filtering,heating,cleaning,spa jets, water featin'cs and more—slashes energy costs s� up to 90% " SVRS model complies with Virginia Graeme Baker j ,. Safety Act Built-in diagnostics protect the IntelliPro pump from the most common causes of premature IntelliPro VS-3050 Sta-Rite IntelliPro V$+$VRS j failure—overheating,freezing,and voltage High Performance Pum irregularities(SVRS model includes priming i P Variable Speed Pump protection as well) Protected by U.S.Patent No.,7,572,108,7,612,510,7,686,587, I 3Yt 7,704,051,7,751,159,D568,340,D606,562 and Patent Pending and No SVRS calibrations needed.Built-in SVRS I r " all corresponging foreign counterparts, cannot be turned off IntelliPro VS+SVRS only-Protected by U.S.Patent No,,D567,189, ' D611,430,D618,1<182 and Patent Pending and all corresponding �'' ' Safety lock-out feature(password protected)on foreign counterparts. ria SVRS model prevents pump speed settings from I being changed by unauthorized personnel Ability to set minimum and maximum speeds on ` art; Select ` IntelliPro Variable Speed pumps combine variable 0—r- "" ' SVRS model so IntelliPro will only operate within 1 drive technology, onboard digital intelligence,and PentairWater the ranges set to help assure safe operation and permanent magnet motors (used in hybrid cars) long life 4 t!' to reduce pump-related energy costs by up to Compatible with IntelliTouch",EasyTouch',and 90%.The new IntelliPro VS+SVRS model is the first SunTouch'pool control systems swimming pool pump to feature a built-in Safety • NSF Certified,UL and ETL Listed as an ASME "M Vacuum Release System that detects drain blockage Al 12.19.17.2002 Device and automatically shuts the pump off. s , 5c I 1 i t li +Itn P6E6Y4H-209L IntelliPro VS-3050 230 16 ' 3.2 3 32 3.95 UL NSF',CSA2 tn.x 2 in. 47 y, 6E6XS4H-209L IntelliPro VS+SVRS 230 16 3.2 3 UL',NSF t,CSA', 1.32 3.95 "SM 2 in.x 2 m. 47 1 ' � 520641 IntelliCom 4-Rated 15-240 VAC 15-100 VDC With 4 Inputs 1109 IntelliCom 2-Raced 9-24 VDC with 4 Inputs 8 y�4 3S' 122 CoI * Communication Cable-50 ft.-Included with Incellipro VS 3050 and IntelliPro VS+SVRS r' 3502'Dq SVRS KIT—Allows use of discharge checl<s with SVRS pump 2 s I t 'f mrlicc that pump bears a specific UL marl<signifying evaluaaon toU.S. St, nrds I ?81 for Permanently Countered ASf9E'indicates that pump hear;a specific mirk%ignifying rvahlarion m P, P 7>SMEiA IVSI Stalidaid A-112.19.17.2002 I"lanuficc fired S;tety Vaum Relict ind Spa Pum s and to Canadian Standards CANICSA C2'2 2 System(SVRS). cu No 01 1_: 0 Pumps For Swimming Pools Only(Endsarc o 31 'NSF Product may have br<_n evcil iai e<I to oaf a xxc and acal Pump bears a NSF mark Signifying evaluation to NF standards Liming status may change.Alwiys ronG'm sracuc:with app, { :tanrJv a f- Ctno'AIZ.11 Pumps Fo, Swinv ting Pools O,,ly. agency if u+du,lbt. rca Sc,ndai rl,, b'a's a I-SA mar i<sig t,,ig,cvaluatio,1 - .22.2 No. 108-01 L,quid Pumps For Swunminb PC:;:I" Only(Enda t !a i r _ tir N+ry; ,P S" jj er your pool peb"I! the most efflkiints ' :[huk3m9aYn ` Note:This photo shows keypad Fl for VS-3050 only. s+ 120- 3 5 20 35 a 30 - 100 I o Y 25 80 — pm 3 W 3 v ((7 3110 rpir, i =0 20 ' 0 60 v of 15 rpm 40 10 — 5 . 20 _ �U 1560 rpm c 750 rpm 0 0 20 40 60 80 100 120 140 160 l ;+ i. J.S.Gallons per minute 5 10 I5 20 25 30 35 Cubic Meters per hour g 26.406 11.047 i` k ri a ,' 14 480 10.75 } See page 466-467 for replacement parts. K Man Drain Frame and G Main rate Pentair Water p. I NO and spa 1. /.. ��,{ �,•� T StarGuard Main Drains comply with provisions of the ANSI/ASME t ` ;�.r. 1 :fit' rr•'s S F Al 12.19.8-2007 standard and the Virginia Graeme Baker Pool and ,, • Spa Safety Act. Highquality StarGuard main drains are available in New,Improved 8 in. RoundMain Drain ('.• white, black,gray, and dark gray as well IS a variety of configurations to fit any residential inground pool or spa installation. StarGuard ' Available in Multiple Colors main drains 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 ' fir f C 11 Roo,'�-r I ti�v ie" C'( 31 r lit y 1 r 4�titd r,s �fic+p. �?r { pw a s Fincat (ctf I�Ij 4tJ,ll(Cy(�14) (sir in) 4,x; Jr ceFy+ s, 500108 8 in.StarGuard cover wllong ring(single),white 144 112 15.35 500100 8 in.StarGuard cover w/long ring(single),black 144 112 15.35 . . , 500101 8 in.StarGuard cover w/long ring(single),dark gray 144 112 IS.35 500102 8 in.StarGuard cover w/long ring(single).gray 144 112 15.35 500140 8 in.StarGuard cover w/long ring(2 pack),white 144 11215.35 .vV.•."'�rr�rrsr• 500141 8 in.StarGuard cover w/long ring(2 pack),black 144 112 15.35 500142 8 in.StarGuard cover w/long ring(2 pack),dark gray 149 500143 8 in.StarGuard cover w/long ring(2 pack)gray 112 IS.35 144 112 15.35 k'T.fi'z�'.,..c�b'��"k�.n'�.et;fitl�i.Ske,��`t A'"Nff 5r{HrAAM. i}:$''�k$:+,"brr♦<it .,r?✓��r!`.I,..,w;;"l i',?a W;i..�k'1+'e..^.1✓.,��!i�"",t.$�n'��,�'. 500103 8 in.StarGuard cover w/short ring(single),white 144 112 15.35 500104 8 in.StarGuard cover w/short ring(single),black 144aa� 3u y 112 15.35 500105 8 in.StarGuard cover w/short ring(single),dark gray 144 112 15.35 500106 8 in.StarGuard cover w/short ring(single),gray144 " act"ataunutss 112 15.35 ) 500144 8 in.StarGuard cover w/short ring(2 pack),white 144 112 15.35 500145 8 in.StarGuard cover w/short ring(2 pack),black 144 112 15.35 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 owo o+>a:hlx�sus( 112 15.35 k4'$f,'cs2i if kv r'as,l+.vv�y,� tr1t5 1r !b t tr s.lt t iii, ISI d � x. r w R `d 'rlat�:la"`le q.4 t $.k•.1'.h.?+tx"'.y�t^. .'ONezf4rt.,t>:'Aw(F�e+fii41irne S Na•i: .,#,4 f .':>�t� v.yf n,��S'�r^2N4 R%%tyr.kti_. ': 8 in.StarGuard drain wl 21n.side&I-112 in.bottom ports 500110 ABS sump w/ring&cover (2 pack),white 144 112 15.35 8 in.StarGuard drain w/2 in side& 1-1/2 in.bottom ports 500111 ABS sump w/ring&cover (2 pack).black 144 112 15.35 fi 8 in.StarGuard drain w/2 in.side& 1-02 in.bottom ports 500113 ABS sump wit trig&cover (2 pack)•dant gray 144 112 15.35 8 in.StarGuard drain w/2 in side& 1.1/2 in bottom ports 500114 ABS sump wiring&cover (2 pack),gray 144 112 15.35 S00115 8,n StarGuard drain w1 2'n ; Pot oo ABS Sump ! zc g... ... .. cover(2 pacit),white 144 I IL 15 f� 500116 8 in.StarGuard drain w'2 w side port ABS sump whing& cover(2 pack),black 144 112 IS.35 500117 8 in StarGuard drain wl 2 in side part ABS sump wlrtng& cover.(2 pack).darb gray 144 112 15135 500118 8 in.StarGuard drain w/2 in.side port ABS sump wiring& cover(2 pack),gray 144 112 15.35 rP' '� sl SYSTEM 2 SPECIFICATIONS Filter Inlet 1B Outlet Minimum Service Pump Air Release Valve � Height (Pressure Gauge Behind) To Pool Upper Tank rom Shell F Pool AIM loo, Posi-LokTM FIGURE 18—Piping Connections Ring -"-A, Safety � Dim A Latch I 20(138) Lowera. 18(124) Tank 18.58"Dia. L 1s(1, o) Shell —,. (472 mm) = 14(87) 2"NPT Outlet Inlet s S 12(88) Inlet or� 2"NPT or Drain oCK 10(69) Drain 2"NPT m a 8(55) Drain—)o O -- w 6(41) Plug aa° 4(28) 4310 0203 2(14) E 15"Dia. (381 mm) 2.25" 10 20 04501) (220) (so 100 120 140 ; 160 (38) (76) ) (378) (454 ( ) (57 mm ) (52s) � sos FI G U RE 1 A—Dimensions in inches (mm) Flow In Gallons Per Minute(UPM) 150 mm FIGURE 2—Pressure Drop Curve (ssa) Table 1 - Filter Specifications PLM100 PLM125 PLM150 ' PLM175 PLM200 o. Filter Area sq. ft. (m') 100(9.3) 125(11.6) 150(14) 175(16.3) 200(18.6) 300M309j 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°(400) 104°(400) 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 Serivice 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 E3err11«da Skimmer Pool and Spa" Bermuda Skimmer Headloss i 7 6 -- - m 3 —U- 2 -- j 0 50 60 70 80 GPM --- 1 .5 inch --X-- 2 inch Rev 02/19/2009 MasterTemp & Max-E-Therm Heaters Pentair - Pool Products' Beuus�reliabilirymattenrnost 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 N Z 8.00 a °0 5.00 0 w M 4.00 y N W 3.00 4 2.00 1.00 0.00 0 20 40 60 80100 FLOW RATE IN GALLONS PER MINUTE.. 120 140 Rev 02/19/2009 AY City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) a 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 Q E-mail: building-dept@coab.us Date routed: U l�— City web-site: http://www.coeb.us APPLICATION REVIEW AND TRACKING FORM Property Address: /�07 �11, ,� / rtment review required Yes No Buil Applicant: 1Zdn2_)iB I-Do a /5 Planning &Zo Tree inistrator Project: ��Gy �� - is work tilitie Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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: QApproved. %Denied. (Circle one.) Comments: Z p r+'1 12�+�t Q P bcalwf\ Shows 4hw Y)eS��v\ P BUILDING C �f O' �e- ;200"7y n0i- —/Ak dc)l ® . PLANNING&ZONING Reviewed by: Date:--5- TREE ate: -5-TREE ADMIN. Second Review: nApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: 6—//—/2— FIRE SERVICES Third Review: Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 077110 City of Atlantic Beach 1r , APPLICATION NUMBER Building Department ""�V (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone(904)247-5828 • Fax(904)24 - 1 ` E-mail: building-dept@coab.us -- Date routed: ' / /2 City web-site: http:Uwww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: -! �� ,�" / / l�J Dae artment review required Yes No ��d Buil Applicant: / / /1� Q - f�Ji�1> o t /moe / Planning &Zo eTre"eiii:inistrator Project: /Y� Z'o I1G C ork .�tilitie afety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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: gApproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: (�/ Date:,-T-'- /- TREE ADMIN. Loomments: nd Review: roved as revised. QApp ❑Denied. PkC S SP Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Sew-rZc tM PO Comments: 15 iodl#iws TIft/ , mwp Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road ,2- Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: /Z— City ZCity web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address:- /�Z-/ PC�,�,�' / � ' went review required Yes No Applicant: I'le"el z "t, ?CJA OD �i /�>c^ �+ f Planning 8+Zomig _ Tree inistrator Project: (iL•> /1� C is work ` I' tilitie Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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: BUI _/ PLANNING&ZONIN c/�� Reviewed by: UXN,A �Date: 05 21 i 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 City of Atlantic Beach �lG✓ APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road MAY 201 Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 - Fax(904)2 7-40,45 f E-mail: building-dept@coab.us Date routed: l l z City web-site: http:/A~.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address' �(�' l� ',�- / /� �' Dloartment review required Yes No �� Buil Applicant: T /0'el Planning&Zo TrqgAftinistratnr Project:' / �' �- is work I' tilitie Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. [-]Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: 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