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HomeMy WebLinkAboutSUBMITTED PAPERS0 1w rx ot3:sr - i a Q DATE FILED: PLAN REVIEW FEE: 00RECEIPT NO.: U l IO CONCURRENCY FEE: RECEIPT NO.: PERMIT NUMBER CERT. CAP. NO.: lzl-601(0 ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED St. Lucie County Building and Zoning �R `^ S 2300 Virginia Avenue \ lORCOp` " yVNE;® Ft: Pierce, FL 34982-5652 St CliCiQ ® 772-462-1553 APPLICATION for WELDING PERMIT CERTIFICATE of CAVACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: (� a C-) t �� 1 L- P S 3L415Y 2. PROJECT NAME: SITE PLAN NAME: 00zp=:El t. � rY ) 0-k a'" 3. PROPERTY TAX ID #: -',�) g-r;L 65 o o o o;D 4 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Lp j J p v ► l I S� '�'Y� 5. PLAT BOOK '0 6. PAGE NO. 1 I 7. BLOCK NO. 8. LOT NO. `:5 S 9. PARCEL SIZE (ACRES/SQ FT.): 11 5?'0 LOT DIMENSIONS: 5a' / 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: n c- " - t - ate! 5f 11. SETBACKS (ACTUAL) FRONT,-,4BACK: �a RIGHT SIDE:_ LEFT SIDE:-) 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [,f NEW CONSTRUCTION [ ] EXPANSION/ADDITION [I INTERIOR RENOVATION [ `-"RESIDENTIAL [ ] COMAMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. ^ n DESCRIPTION OF PROPOSED USE: F -( c ,�_ �-�-C n '1" IY c 0. 14. SQ. FT OF CONSTRUCTION: 15. SF. FT 1st FLOOR: 16. VALUE OF CONSTRUCTION: The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 n K A i OWNER INFORMATION NAME L' l r I ADDRESS: 3 0 d' Li'i l (' W CITY: 5 L STATE: ZIP: e3 g l -t-(P PHONE (DAYTIME): l' ' ©% Email: k\/f'il IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: N ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (_) CONTRACTOR INFORMATION I ST. of FL REG.CERT #: ` l=e oo (0 (v 1 % ST. LUCIE COUNTY CERT #if BUSINESS NAME: GL�_ r h) P U jS QUALIFIERS NAME: 0 r- 04 W ADDRESS: 4 -S J� CITY: r✓J i , /% k,P CO STATE: ZIP: 7 K S p PHONE (DAYTIME): Lj 6-Y FA. NO.-MQL 5 ' / 0(.P3 Email: ro i wd ri4ti7 1� ��` ARCHITIENGI ER: _ WU gf!�K � ADDRESS: CITY: ® e �-- PHONE (DAYTB, E): f')-)7} V Si:' oa BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: STATE: STATE: ZIP: Mr M IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. d; " CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to! obtain a certificate of capacity, if applicable, for the permitted work. I certify that no woik 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 iegulating construction in this jurisdiction. I.understand .that separate permits may be required for ELECTRICAL, PLUMBING, SINS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, 'signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: 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. NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT.YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT: OWNER'S AFFIDAVIT: Lcertify that all the foregoing information is accurate and that allm wil be done in compliance with all applicablt7s l regulating construction and zoning. �/ 1 - ., l OWNER OR ONTRACTOR SIG TURE CO CTOR SIGNATURE STATE OF FLORIDA 9 STATE OF FLORIDA COUNTY OF COUNTY OF The foregoing instrument was acknowledged before The foregoing instrument was acknowledged before me this 1-7 day of 0.4-z, 20, me this day of , 20-1/—, by h/iyw L.c j (Rd(L-i &0�qf1_ by(�?T -S rc.A iJ who is personally known Zorwho has produced who is personally known or who has produced as identification. as identification. 0,P Signa re of Notary Signature of Notary ..•.,�,� ROBIN ? * Ajy RMNDEBER (S * MYCOMMINDEBEpgYgtq�yommissionNo.®��yl �9' s, *. COMMISSIONODI Commission No. 'EXPIRES: December Q EXPIRES: December 9,201? 9OFFLOR�O BoMedThNBudQet Y 11bQ,*,'d0" Baeded Tin Budget Notary NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER�BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY BP #: lltc� 00 SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE C LOT CVG % 7AZ NO. FLOOD ZONE FIRM MAP # 1ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF I�LRS WATER SEWER SPRINKLERS STORMWATER. LOT OF REC Before 1/1990 LOT OF REC After 1/1990 LOT SPLIT REQUIRED LOT SPLIT APPROVED REPORT CODE — 9 HABITABLE AREA (RADON) RADON FEE PERMIT FEET LIBRARY IMPACT FEE PUBLIC BLD IMPACT FEE CORRECTION P MPAC:T FEE GENERAL PARKS IMPACT FEET SCHOOL IMPACT FEE &R ACT FEE CREDIT Y N LAW ENF IMPACT FEET FIRE/EMS IMPACT FEE DRIVEWAY REQUIRED Y N DRIVEWAY FEE ADMINISTRATIVE VARIANCE FEE SPECIFY SUBS REQUIRED MECHANIC ROOF ELECTRIC V GAS PLUMBING V NON -CONFORMING LOT OF RECORD FEES MISCELLANEOUS FEES DATE SENT TO ADDRESSING: REVIEWS FRONT COjjjT.ER- ZONING REVIEW SUPERVISOR REVIEW PLANS REVIEW VEGETATION REVIEW SEA TURTLE iREVIWW MANGROVE REVIEW DATE RECEIVED DATE COMPLETED INITIALS Treasure Harvey E. Roehnen' C OastProfessional Engineer #32831 B 10d i 119Architect #AR0009471 - _ E .ng1neerS, : Certified General Contractor:#CGCO2477.6': :Inc. February 7; 2012 To:. St Lucie County Building Dept Re: Moriarty Residence ?r J 73.09 Bob,,O':Linle Way `Port,&rLeie,34986 Contractor: -=Louden Bonded.Pools!•. i '_. - .^cif .r _ • � �-. � � e-s. • -. - � _ -' .�- - To -Whom It May Concern: - I" This is in,.regards to the above referenced pool -project. 'Vents are specified onthe,poolt` puns but are riot code'required• and ean- be.ehminated from the'project. The Water -fall line can be. changed. from '2." piping to 1-1 /2". " This meets current Flonda: , Building Code 20074ith 2009 amendments: :ny.s1_ .oii urIfyouhave ntct;oee.. Tlank:you. L.;'' Respectfully- Sulimitted, ` No 32831 STATE OF . 4f` 6 .�_ �� �, yi \. j• .il •yt."� r',, ;f ONr•+aL Harvey E. Koehnen, PE 32831 �. President .' . , T reasure 'Harvey E. Koehnen C- Oast Professional Engineer #32931 B u i ld i ng , Architect #A110009471 ' E ng1neerS., : Certified General Contractor.#CGCO24776 Inc. February 7 2012 y i ' . `'.r, f To:. St Lucie•County Building Dept c Re: Mori `arty Residence ,. - 7309_Bob,0'Link Way -Port-St Lucie;:34986` Contracta`r Louden Bonded Pools 71 To -Whom It May Concern: " This is i -regards to: the above referenced pool project.. Vents ate -'specified on the;pool plans but are riot code required and can: be eliminated from the project. The Waterfall +line. can be. changed, from 2" piping to 1-1/2 This meets currerit:Florida_7f Building Code 2007 with 2009 amendments.. If you -have any questions, please contact our office. Tia 'You.. Respectfully-9ulimiited, G E N 0,� , i �Z. No 32831 �1J1 STATE OF llarvey E. Koehnen, PE 32831 President . I I _ I T. C B E, Inc. 7205 Elyse Circle PHoN'E. (772) 466-5509 Port Saint Lucie - 'FAX .: (772).489-3035 Florida 34.952-8212 E-MAIL hkoehnen@tcbeweb.com . . WEB SrrE http://www.tcbew6b.coin Pa rry) can-�.� ..�•i� . . Treasure Harvey f. Koehnen. Coast Professional -Engineer #32831 B Uild111g Architect #AR0009471 E I1gllleerS, Certified General Contractor:#CGCO24776: : Inc.:: February. 7, 201.2 To: -St Lucie�Coi!*', Buildi ,- Dept - Re: Moriarty Residence i:73°09 Bob., O'.Link-Way , I ; Port -St Lu6e;.:34986': 4_ .; - Contractor: Louden Bonded Pools' To=Whom It Kay Concern: C-' This is m regards to the above referenced pool project. Vents are specified" on the pool laiis but are rioqt code re uired and ean-be,eliminated from the p roj ect." � P � .� The Waterfall ,line can be. changed from 2" piping to 1-1/2 This meets current Florida:. . Building 66.de 2007 with 2009 am_ endments. _ I If y?u have, y .questions, please contact' our office. Mdik -you. _ Respecffully Submitted, YV Z. No 32831 '.2 r' ) - y'7 " is _ '* � - -. . • - ; - . ' - i:. "5. ', , • , :9STATE OF '[[/` ',: iJ. —,J'I 10��� Harvey E. Koehnen, PE 32831 President . . r � COASTAL TESTINq LABORATORY, L.L.C. PO BOX 2023 PALM CITY, FLORIDA 34499.1-2023 772 -220 -6688 ASTM U 6938 -10 DATE FeUruo vy 22, 2012 JOB NUMBER 12 -0216 PERMIT NUMBER : 1201-0016 CLIENT Lou,dew Roos& CONTRACTOR Lowe vPoot- JOB LEGAL N/A JOB AVMESS 7309 BoirOUnk Way RortSt. Lu ,,C&, FL SOIL CLASSIFICATION & REMARKS A Ftrwv brow Pv san4 soa TEST SAMPLE LOCATION : 10' IS LR Corveer - Centi?r of Ra4, - 10' IS RF Corner M FDIC£ 129y V£NSITYMAXIMUM DRY'-£NSI71' 1) 101.0 102.2 2) 100.4 102.2 3) 101.4 102.2 RESPECTFULLY SUBMIT TD: ERNEST'O VELASCO, R.E. Y COMPACTION 98.8 98.2 99.2 i COASTAL T`ESTINQ LABORATORY, L.L.C. PO BOX 2023 PALM CITY, FLORIDA 34991-2023 772-220-6688 MOISTURE DENSITY RELArioINS-HIP ASTM D 1557-09 AM February 22, 2012 CONr?,ACT'OR Loud,-,w Pooh JOB NUM13FR 12 -0216 PERMIr NUMBER : 1201-0016 112 98 • Termite Inspection ' 72-323-7921 • Termite Pretreatment EVICT -A -Bug • Pest Control Termite FBI:11Z-348-5998 • Rodent Service & Pest Email: Evictabug@gmail.com • Fire Ant Lawn Service Control Inc. 265 SW Port St. Lucie Blvd. #323, • Licensed & Insured Lic. JB175775 Port St. Lucie, Florida 34984 Notice of Preventative Treatment for Termites I —D6n (as required by Florida Building Code (FBC) 104.26 and Broward County Chapter FBC 105.2.2) PEST PREVENTION I FIRE ANT SERVICE I TERMITE SERVICE I RODENT EXCLUSION & REMOVAL DATE OF SERVICE " �^� Gl. P QUO TIME DEVELOPMENT NAME (PROJEC�T✓))S� CONTRACTOR'S NAME CONTACT CONTACT PERSON - `.' -15 3 7 � (rl.% / N d�t'J� a `F 6 P 1 STRUCTURE ADDRESS (LOT/BLOCK) CITY, TATE, ZIP CODE COUNTY -� '0 (--1 &--o 0 cx A CONTACT PHONE NUMBER NOTES J TREATMENT TYPEIAREA ❑ FLOATING rEI;MONOLITHIC ❑ PATIO ❑ GARAGE ❑ DRIVEWAY ❑ STEM WALL ❑ ADDITION ❑ CUTOUTS ❑ FOOTER ❑ FRONT ENTRY 13 EXTERIOR PERIMETER FOR RENEWAL 01111OTHERC�JI ❑ TAMP & TREAT 01TREAT ONLY ❑ FINAL ❑.RETREAT ❑ BORA CARE TREATMENT PRODUCTS O.BASELINE ❑ PROBUILD TC LIDRAGNET ❑ DEMON TC ❑ TERMIDOR TC ❑ BORACARE ❑ OTHER ACTIVE INGREDIENT Al CONCENTRATION .06% ❑ .12% ❑ .25% ❑ .5% ❑ .23% ❑ OTHER GALLONS APPLIED SQUARE FOOTAGE 2.14) LINEAR FOOTAGE SQUARE FOOTAGE VERIFIED ,YES ❑ NO MEASURED OR VERIFIED PER PLANS JOB READY CONDITIONS MET 0 ,-,0 YES ❑ NO DETAILS As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida. Building Code.) If this notice is for the final exterior treatment, initial any FINAL STICKER ❑ ELECTRICAL PANEL ❑ WATER HEATER Payment Terms: Payment due at time of service. Date Date i COASrAL TESrlN(5 LABORATORY, L.L:C. Po BOX 2023 -PALM CM, FLORIDA 34991-2023 772-220-6688 COMPACT -ION Mr.REF09T ASrM V 6938 -10 DATE Februa.ry 22, 2012 I JOB NUMBFIZ 12 -0216 I PERMIT NUMBFR : x 201-0016 I I CLIENT' LaudP,vv�or CONTIZACT'OR LovA"4vPox,4 JOB LEQA L NIA JOB ADDRESS : 7309 Bob O'Li4lk. Way PortSt Lu a&, FL I SOIL CLASSIFIGA7-ION Er REMARKS A3 FLrPmbrowwsayuTY sca TEST'SAMPLE LOCATION : r 0' iS LR Corn8r - CexU8r Of Pac, - 10" IS RF Corner M PLAC DRY DENSMMAXIMUM Y DENSITY 1) 101.0 102.2 98.8 2) 100.4 102.2 98.2 3) 101.4 102.2 99.2 i RESPECTFULLY SUBM17 MD: R E C LEE ERNESM VELASCO, P.E. FEB 2 3 2012 Public Works St. Lucie County, FL I i i I Min T65TLiZZLL Xvd 6C:99 ZTOZ/ZZ/ZO COASrAL VESTING LABOIZArOR.Y, L.L,C. -PO 13OX 2023 PALM CITY, FLORIDA 34991-20231 772.220-6688 MOISrU►ZE DENSITY RELArTONSHIP ASrM D 1557-09 DArf f:e&u4fy 22, 2012 CONMACr09 LvudeIwpvv�lk JOB NUMBER 12 -0216 PERMIT NUMBER : 1201-0016 +I2 94 A1019turc — Pcrct•elt of Dry Weighv £0018 TH%9Z%L XVd Ob:ZZ ZTOZ/ZZ/ZO i OCT-�9�2mO 05; 55 Fr om: PWX 7728794441 TJ;� ^ 51 �6 P.1112 JOSEVIt 2. MTT0,r W OF THE CZRMIT COURT - MINT •LUCIE co', FILE $ 367246E3 _.. -:OX 3361 PAGM 1826, Rar_nrdad 02/00/2012 bm 01:44 PM • M1 �..� �..�.�� �� mow•. .,. _�� ^-h• .... .. •_ �rif+�taoRRMu�(tunNta; ; • i ' G'gNi ENC _ rna aaaemlpnad hereby plvon notice thW mBMWM tie =do la F106M alatetea the lbt( ft (nCamlclgRn is prov[ro Ca4 in th6 N Qe� wmmenoemellt�tm►Sy, nrld In eo�r�pnep With Clloptat 756, p, almum dote of Radco of 0omrRenoort apectnner�,� ,, _ l�',-f4rpfl*mdthalhlloaArtp undorpomwm_ Oi , FjJ, I CedhtM that 1 hava reetl fna foiepolnp cnd 1Nal�tto In R cue �e beet �� one! hdaf q Fiat1Ad d(," tha, �4=�rinw, 8lRrwtrrrofa)el'oxmerpfjorOumRt'(a)rAuthpWrnriCtlU�elYGiiry►Modpo�rttdlVlanaaeplNlfdsfpltadobovot r:ro► wndlnrinto ""_— _— �� °"ire• f�tM gals +ato-ty�,oa„ STATE OP r' OMDA Ti�7w i�. I{•�.i SI i�.'1'li�b�.i��"i�:1 I •—q�r�,w:�;ir`�,, in, LV� cc ROARDOF Cotmy, i:0 VO4 vrl3cWA AMUA rr. /Zl.-ook Residential Swilpming Pbois, Spa, a4d AFFIDAVIT OF REQUMEMNT.Co JLU l CWe) aoiatowledge that a new swig tnkg POOL, spa, or hot tote will be cnasavcted or ittstallp (Plrasa PintSa�t j - ad he�M' aM m that one;af the used to me the requirertent9 of Chapter 5l5; Florida Statutes, (please The pac 1 will be isolated fmm access to the home by art eadlontre that moon the Poo Florida Statute 51524; 349n :Tab Safety Act icE at1A � 0 . 'flowing methods will be bnTier requirements of ne pe)i will be equipped With an approved, safety pool cover that compiles ..With ASTM Performance Speci$cadow Ibr Safety covet♦ for Swimming Pools, SM and Hot Zit6s); F1346-91(Standard All dac rs and windows providing direct access from the dame to the pool will be equipped with an =it alarm that bas A 19 inimum sound prass ure rating of 85 declbals.at to &%4; All do Jrs,providing direct across frnat the home to the P0*.l will be devicy with release mechaaLmn place no lower dmn 54n6ove the n000r or deck self�closing, self lactehln$ I understand that n•A having one of the above installed At the tune of flnal.i: Q or when tho is completed for co>t.tract purposes, wfil constitute g violado of Chapter 53;5 .Si,nod will be conspad0l Bred as committing a misdemeanor of the second degree, ptlatahable by fines tip tO 5500.00 snd/tar up to 60 days In jail as established in chapter'175,F.S, I understand that the St Lucie County Building Inspections Department assumes no liability for the Lasl inspection' Otte of the above prateledve devices, or the Jack ofmainteaance, or the remO�al afsuch after the swin6j ag pool hay been finalized. I, the contractor, s8>• ".instruct the OWner of the�proper use and maintenance ol'such safety device. CO CTOR'S SItiNA RE BATE OWNEit' SIGNATURE DATE �t.Y P4 ROBIN DEBERRY ROBIN a * * MyCOMMISSIOO pp 941 * MY COMMISSION N DO 941405 " < EXPIRES: December 9 N, < EXPIRES: December 9, 2013 �oFF��Nonded Budge �YSo 13 F�o�`O Bonded Thru Budget Nolwry.Services NOTARY PUBLiC VATS OF FL AS TO CONTRACTOR AS !qip 03YNRIt PERSONALLY IIdORIIq PEISOI�IALLYI4�IOiWI�t �. PRODUCED ID TYPE PIODUCED ID TYPE 71its FORM AWST BEsawvirrrFM WrrH ALL POOUWAfMOTTM PznUT APPUC�1 77On St. Lucie County Building & Zoning ' 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Louden Bon&4'Pools, Ind : will, be using the following sub-cdntractors for the (Company/IndMOual Name) project located at D` L% (�- L� .S �— I�— I.. Kq (Street address or Property Tax ID #JI�00(p q 33 It is understoodAiat if there is any change of status regarding the participation of any -of the sub.contractors listed below, I will Immediately advise the Building and Zouing Department of St. Lucie.County. .' St Lucie Co4�nty/ Trade Name of.Company/Contractor State of Fibrida License Number Electrical Payuk Bl'eot is EC13001275 Robert Payuk QSO: Plumbin Louden Bonded PoolsJnc RPO-'oo66790 g .. i Robert S. Bruhn ' HVAC/ : a. . Q►�'FICE:iCJS1� ONLV': PERAM ' NUMBER .':, )n I . 4 ISSUE DATE: I ST: LUCIE COUNTY MPARTMENT OF COMIV UMTV D) BUILDING PERMIT SUB -CONTRACTOR AGREE] St. Lucie County Contractor Certification Number. State of Floridd Certification Number (It appiiceble): has agreed to be (company/lndlvidual name) the ELe-c+r � cm.l sub -contractor for (type of construction trade) (name of the primd contractor) for the project located at 0/6i W1L It is understood that, (street address or property tax (D t!!) if there is any change of status regarding our participation with the above Mentioned project, I will immediately advise the Community Development Department (Growth Management Division) of St. Lucie County by personally filing a Cha Form (SLCCDV FORM NO. 004-00). BUSIN ,yQUALIFIER "g 910dture! required): ROW-L)rx *-L- - t print name qusiness name: address: city,state,zip: phone: of Contractor date FORM NO.: 002-00 ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMYNT BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St Lucie County Contractor Certification Number RPO 0066790 State of Florida Certification Number of applicable): 5041 Louden Bonded Pools Inc. have agreed to (Company Name/Individual Name) Plumbing sub -contractor for Louden Bonded Pools (Type of Trade) (Primary Contractor) for the project located at e &)i (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our pa above mentioned project, I will immediately advise the Building and Zd*g _................. .__._....-------- of St. Lucie County No. 004-00) a BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's I ORIGINAL SIGNA S IRE REQUIRED s Robert S. Bruhn p� SIGNATURE PRINT NAME DA Business Name: Louden Bonded Pools, Inc. Address: 4306 S US I City/State/Zip: Fort Pierce, FL Phone: 772-465-2700 email: 'f 11TRII 'i , TPW ONT,Y: PERMIT # ISSUE DATE the with the ST. LUCIE COUNTY BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 A 561-462-1553 FILLED LANDS AFFIDA I, the undersigned, am the owner of the following described property: tea- 6 5 Mn (.-�,-c9-�- 2 '� �-a 5 a 5 O a 67 5 (Tax ID/Legal description/Address) for which I have applied to. St. Lucie County for a Final Development ] this Final Development Permit, BP Number , I acknowle the above described property, and in accordance with Section 7.04.01(] Land Development Code, I shall be responsible for assuring adequate immediate community WILL NOT be adversely affected. I further granting this permit for the development of this property, St. Lucie Cou nor liable to provide for, or maintain in any form, adequate drainage of will not adversely affect the immediate community. n�►a��c�i I . YVIa����-ty Property Owner Name Prope Owner Signature STATE OF FLORIDA, COUNTY OF :5 1 o - ACKNOWLEDGED BEFORE ME THIS ( DAY OF 20 L BY I �/ � L I3i[) ��✓I_WH0 IS PERSONALLY KNOWN TO ME OR AS IDENTIFICATION. SIGNATURE OF NOTARY NOTARY PUBLIC TITLE 0Ito rv%1 TYPE OR PRINT NAME OF phi (�i o COMMISSION ROBIN DEBERF * * MY COMMISSIONI DU EXPIRES: December,! Bondedit Budjd "iy nit. In accepti s that as owner St. Lucie Cout Linage so that i nowledge that is neither oblig y property whi 1-:;'-17 1r IHASPRODUCED (SEAL) Oct 15 09 03:01a Jean Saintard 772;224-8877 p•1 , errnanent mount- diagram for Poo. i:SfeLy..Fesu in Compliance with buUding tode: #42A.2.17 end; F�-4101.17 ] .15-" 1 INC. H ROUTED IOST L-'BRAG EtATeACM T1 0 POLE AIM DE= w Idlahufacture Spec's • ' Load hest Result* The sample below s tested �y pull testing -bbrizox�Wly-3G" from base with accn-force 250 fgNoigauges, shn 62988Q75': pole 64A with .063 alumMum extiusian pore. Baby Guard mesh tes"' tens k strength AM D- CxI��3 METHOD 0 157.1 B S. BURSLING S MMGTH MULL . " . TESTER ASTM D 5034 D,:J3766',3787kid g 53 @257:L13S. 'Completed :pool fmiide is 'as�0rnibyed wiutb x-pole artd Baby :Guard mesh tensioned betw n.x-po168; cornprising. of 5:poles Per 10 foot or .12 foot section. Po .es ins 'rte'd, With -plastic composite sleeves liito Pooi decking jLe, Sa=d se�-Psirers wnc % Wocd) and .swt ons connected with safety; conndctOrsl, The product completely assembled and insWl&d will! vvftsi tacnd 321.4 lbs burst. - All mesh has a r=rnum of 90% tract ' p&eucy tesdng results pTavided by: AxneriearY test Y.ab o Souk Florida and 1�Titrtting engineers of° Florida' and cunsulfinglservices. Testing report-ATL report # 0805.03-03 in conj notn4n with Baby Guard Inc. ** in complianbe with AST PA' Staiadard F-2286-05 *In compliance. witIi Suidding code #424.117 pool barrier.2004 * In Compliance "'h Califar'iiia code 11..59920-115929 *In compliance +.v�¶i,�th ]l-410;LA7A.15fbe-04 fence **Fence will be ins, ed'a rniu, : i! n of 20" off pool's odge. Fence wi11 be permgnentlY a ached'in one area (a tool-mtist be used to remove fen ce)i. *sue attached exhibit )NT jn xvn� Algtfsr anaa t569ttrLb�6 L9:0t f�0�15t/01 iI N OA o LOT 54 S o ;� SCALE V=30" C; 0)EXISTING SS 0 FORMBOARDS / 9os� Q I(DECK) J Q2,S�'�. m U le - to i a EXISTING Q LLJ Q RESIDENCE N LOT 55 GdoN w -0Lq d c0 CD � (0 z Q Z N -_j N89°59'49"W m S00°00'11 "W Q 135.00' 12.33' m LOT 56 CERTIFIED TO: K-OWNE, : MORIARTY l PERMIT � 1201-0016 DESCRIPTION LOT 55, MAIDSTONE, ACCORDING TO THE PLAT THEREOF, AS' RECORDED IN PLAT BOOK 43, PAGE 11 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SURVEY NOTES 1. This survey is not valid without a signature and original embossed seal of a Florida Professional Land Surveyor. 2. Description provided by client and/or their agent. 3. The last date of field work was February 24, 2012. 4. Underground improvements and foundations were not located as part of this survey. 5. All boundary information is based on Boundary Survey provided. 6. The purpose of this survey is to show existing pool deck formboard location relative to property lines. 7. Property lies in flood zone 'Y', per map 12111CO275 F, dated 8-19-91. 8. Additions or deletions to survey maps or reports by other. than the signing party or parties is prohibited without written consent of the signing party or parties. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT OF WAYS, SETBACKS, AGREEMENTS, AND/OR EASEMENTS OF RECORD. SUCH INFORMATION, IF DESIRED, SHOULD BE OBTAINED AND CONFIRMED BY BY: OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. III REVISION 7 DESCRIPTION DATE REF. JOB NO. DRAWN BY DATE DRAWING N0, 12.0041-292 MWH 2/27/12 12.0041-292 F.B.,PG. CALCULATED BY SCALE SHEET NO. SKETCH RCL 1"=30' 1 OF 1 F 9272012 LEGEND A = CURVE CENTRAL ANGLE R = CURVE RADIUS L = CURVE LENGTH (C) = CALCULATED (P) = PLAT IR = 5/8•• IRON ROD FFE = FINISHED FLOOR ELEVATION FND = FOUND P.L.S. = PROFESSIONAL LAND SURVEYOR W.M.T. = WATER MANAGEMENT TRACT LB = LICENSED BUSINESS P.B. = PLAT BOOK R/W = RIGHT-OF-WAY CONC = CONCRETE EL = ELEVATION IRC = IRON ROD & CAP U.E. = UTILITY EASEMENT = PROJECT BENCHMARK DATE' SPECIFIC PURPOSE SURVEY .PREPARED FOR LOUDEN BONDED POOLS LAVENTURE & ASSOCIATES, INC. PROFESSIONAL SURVEYING AND MAPPING 774 W. MIDWAY ROAD 982 LB 7056 (772) 398 FPIERCE,ORT 6430PHONE FLORIDA )398-6426 FAX t C FND 5/8" IRON ROD & CAP WITH Of 7143 R=150.00 .. - :Lm.osie: LOT 54 .d rain rns e� MAIDSTONE Lot 55, Maidstone according to the plat thereof, recorded in Plat 24°0.1 50" ��_' P.B. 43 lLj? � '5 �p_ Book 43, page(s) 11, 11A through 11C of the Public Records of P:'::, ?2I Ifln St. Lucie County, Florida. AGE(S)- 11,11A-11C csi c .M,g 2 3 CB®S 12°01'06" .W Rt-� o Sum®}r1V®tee• 'NOT FLORIDALICENSED SURVEYOR AND MAPP E ORIGINAL RAISED SEAL OF A 2. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LOT LINE OF i V LOT' 55 MAIDSTONE AS RECORDED iN PLAT BOOK 43. PAGES 11, IIA-11C OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA AS WATER MANAGEMENT ; _ - �� R=b55.00 BEING S 89'59'49" E (PER THE PLAT THEREOF). i0' U.E. ' �• TRACT.,'�B" ('1,a ° sY� c� ���' e 2J..64' 3. THE "LEGAL DESCRIPTION" HEREON WAS PREPARED BY THE SURVEYOR MAIDSTONE..� (� �. PER THE CLIENT'S REQUEST, :. :P:B. $3; i RJ2t' 42 52 4. THIS SURVEY WAS PREPARED WiT}iOUT.THE.BENEFlT OF AN ABSTRACT OR AGE(S) 11, 11 A — 11 C t - 10 �-^� f��J (;rL•5.41 OPINION OF TITLE NO INSTRUMENTS .OF RECORD REFLECTING EASEMENTS. _ ��l ° EXCEPT AS NOTWAYED. AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR 3.5'x3.5' C13= S 113 21 .3% / 3 CONC PAD. 5. ELEVATIONS BASED ON SITE BENCHMARKS. SET BY OTHERS AS SHOWN ON APPROVED ON ENGINEERING- AS BBy UILTS. FND'�^ N' & D 6. NO IMPROVEMENTS BEYOND PROPERTY LINES,HAVE BEEN LOCATED . '•'�:9 •� �_...D._...�_ i:.:.•:•..:.... ... •: •. .VII LB#.71.43 / EXCEPT THOSE SHOWN HEREON. - ' •• •.'I 6g•2 i EL$' ON WIC 7. BUILDING iL TiES SHOWN HEREON ESTABLISHf'D •-0N" FINISHED WALLS 7� 6 o ) AND INCLUDE EXTERIOR STUCCO AND BRICK BEYOND THE FOUNDATION. ;•' :: •. .�: , •��:,� .. -. _ . _..: ' 1�' P� COVERED C -:= . . •� �. LOT 55 - 4'- CONC. s w . . ENTRY T AIl1 °� °j BRICki' CO / . . RESIDENCE.ADDRESS :. 7309.BOB O'UNK WAY 1..:. 0A cV ' RESIDENCE# 7309 PAVE i o . . Port. Si.. Lucie, Florida 34986 1 STORY C.B.S. �yALI, �• BUILDING SETBACKS: PROPOSED F.F. = 28.40 `r ! 2' VALLEY GUTTER P FRONT= 25' (SIDE LOAD GARAGE -ct; F.F. 28.91' s 21 �• 10. a �� REARFRON= 155, (FRONT LOAD GARAGE) � P� ~� 0 / �• S ER=63' (WITH PATIO/POOL DECK/ SCREEN) :. ( LOT GRADING TYPE "B" BOB PROPOSEDF.F. = 2 . '. ...:4t N ER� 3 ®.W YVARIRIES) 2 .91, . 840 4 BRICK PAG. (RIGHT F.F. = e. (UNDER CONSTRUCTION) F• DRIVEWAY . HIGH POINT OF ROAD'S 27.07' .®• :..- . i - Si r PIG i X" CUT oM _ 35.00' MODEL• "RNIERA" a 3.5 x3.5' 34.5' Ii Pq :- N 89'59'49" W CONC PAD $0 p P CENTERUNE ' m La CENTERLINE () P.C.P. certified A O AN 20.00' P.C.P. KITH PK N&D FLAGSTAR BANK, FSB, Its successors and/or assigns = 135.0®+ ����(� 89.5s'49" ETM PK N&D LB{f 7143 Steven T. Moriarty and Nancy: L Moriarty; his wife ' �FND 5 x.. /. /e" IRON 4 LB$ 7143 . (G) American. 1!tle.Insurance Company D/B/A R0U ac GAP 1RITH FND'S/8" IRO a r" Chelsea .flue Gomperiy ".. •..,......, L B 7143 . LOT 56 ROD 1D( 7143 CAP Tit MAII)STONE ¢ O 04 CL P.1�•. 43 I to v PAGE(S)_ 1,11A-11C I. u eyoes I-dYficaf®®na �_ b I hereby certify that the attached "BOUNDARY SURVEY" of the I o hereon —described property is true and correct to the best of my Im knowledge, information and belief as surveyed under my direction on Feburary 17, 2005. 1 further certify that this "BOUNDARY SURVEY" meets the rnlnlmu technical standards sat forth In rule R® 51g17-5 of the Florida A�n nlstrative Code. "% (RIGHT bF WAY VARIES) P IINTURUNE bBneyla l®n L®g®nd s (UNDER CONSTRUCTION) WTH - - , WITH PK N&D '- *SYMBOLS- SHOWN HEREON ARE' NOT TO SCALE LB# 714,3 Ralph A.' Nieto; P.S.M. C. -POINT OF CURVATURE Pg. - PAGE -TYP. - TYPICAL I _. . . . Profession'01' Surveyor and Mapper R.C. -POINT OF REVERSE CURVATURE N.R. NON -RADIAL U.E. - UTILITY EASEMENT CONC. - CONCRETE E.J_B. - ELECTRIC CHELSEA FiLE NO# 05-150v Florida Registration No. :6025 .C.C. - POINT OF COMPOUND CURVATURE RAD. - RADIAL D.E. - DRAINAGE EASEMENT -CHAIN LINK FENCE JUD, SQUARE .BOX .T. POINT OF TANGENCY W.F.WF• -WOOD FENCE Sq. FT. - 6gUgRE FEET Engineers RE'yiSION BY: DATE::': R. _- RADIUS D/U -DRAINAGE AND UTILITY EASEMENT C & G - CURB & GUTTER !• -POINT OF INTERSECTION L. - ARC LENGTH F.F. -FINISHED FLOOR W.M. - ATER METER I3rapgnEiS h7NAL SURVEY .C.P, - PERMANENT CONTROL POINT p CATV - CABLE TELEVISION RISER F.H. - FIIjE HYDRANT J7F 2%22/05 O.L -POINT ON LINE F.F. BSL -BUILDING SETBACK LINE T -TELEPHONE RISER N & D - N41L AND DISC Landscape Architects hT)UNDAnOA! SURVEI' J7F 7 R.P. -RADIUS POINT C-B-S. - CONCRETE BLOCK STRUCTURE TRANS - TRANSFORMER PAD R.M. PERMANENT REFERENCE MONUMENT R/W - RIGHT-OF-WAY B.M. - BiiNCH MARK B. -CHORD BEARING (P) -PLAT L.P. -LIGHT POLE PVMT. - F. VEMENT Surveyors DL 7 /04 M. - CONCRETE MONUMENT rt. - CENTER LINE (M) - MEASURED P.P. - POWER POLE STAKE OUT F.B. HELD BOOK, COy1S?`Y86Ctd0?Z M/bp;r< s B. - PLAT BOOK EL. - ELEVATION (C) - CALCULATED NG - NATURAL GROUND �elyle�g REV' PLOT PLAN PER RgV t0+7TPRIrVP JTP':: S%yg/04 A/C -AIR CONDITIONER (E) - ENGINEERING PLAN M.H. - UAN D W W YU , C p. h e .n g i n e e r S , C ® lye v I.C,V. - IRRIGATION CONTROL FED F.I1OUND 500 ThrestFulton Street, Sranfpp�7�FL 33i%Y P.O.Bvxa�Os Srasrf�� �� 3g7� a$Od (A) -ACTUAL C.O. - CLEANOUT REC - fiECOVERED . , PLOT PLAN DL____- ...e .,tee -___ — __— - -- - — TA -RITE Max-E-Pre .PogfSxa Pumps - 17t,u rnlrlli.9too OotianS ,Performance Cowes ANSI/APSP-7 2006 Specifies 'three methods for determining . the maximum system flow rate.:. The follovring -- j For -each pump ` Available in %L to 3HP, standard and high-fFdency motors, simplmed TDH calculation is one of the methods speciited. 1. Check one, and up{ated single- and txo-speed:models. SimDlified Total Dynd-mic Head JSTDHI Ito Complete STDH Workshe�t -Fill in all -blames. tan.. _ __ l._. I I l I I t Si�nolified 1 oral D ramie head (TDH' Calcula;iori . orkshee� .._ I I , . Determine Maximum $vstem Flow Rate: 0 Total Dynamic Head (TDHI t 9U t3ES EFE{EtENCY S{ZIPtG Complete Program. or other' catcs.' l 11t in required= O ed: 35 m Per Skimmer (Required: 1 skimmer per 800 st of surf. area) blanks on worksheet. & attach calculations. - w 80 Minimum Flow Rate Requir 9P--.---- - -LL _ vlQXfmUm How CQD6CI� 70 A. Calculate Pool Volume: A' x 7.48 (gal./cubic foot) = b - - �31— X (val.:� t _of.. tl}e . nor or.. replar"ment.. pump. _ ._ D so ($a[t. Area) (Avg• Oepttt)-- ------.�.�.v..._ .v...Cd _{� _ __._._ __ ---- - - --- -. .. _ _ .. . -- w --- ---- — SU _ ._ . -6dtersttine-preferred"Tumover"'Tiirie m flours. x 60 min_ �hr-� - [�v� - r rs) (Turnover in 1:in.1 = `� 40 3. Determine Max Flaw Rate- �� / urnover ins.) (PooIFTo)k(Featwe Flow Rate)' (System Flow Rate) E -- - - - (vol. in -got.) Ci' flow rate. Notes ._� .30. . Jets:. x �— gpm Per jet = - . - (Jet (low} (Total Jet Flow Rate) pump20 (14 of Jets) E (For single pump_ pool/spa combo, use the. higher of No. 3 or No. 4 in the following calculations for the pool spa) 1 if flow - in speed Is used, use the max. a 1.0 for side wall drains, use appropriate side wail drain �o•- � p` -� I 1 e _ flow as published' by .manufacturer. o tD 20 3o ao so 60 7o a� ,.. 'toQ t Io Izo t3o t4a tso I60 170 Branch 'Piping to be �.z- inch to keep velocity @ 6 fps max. at >*��KZ gpm Maximum System Flow Raw US-Gyf ;.,per n �e 3- Insert manufacturer's name and oproved maximum KEY inch to keep' velocity. ®S fos max. at .' A 151 - gpm Maximum System Flow Rate. 7�ow ... ^ Si' 1 runk Pining to be J - ,z:'ri ae. ta,,, E c`tae t•cgh seed :---- ._ — - tt }HP Ln Fri 11 uP:Hreli:R...A ` i 4. See Installation instructions for number of ports to :crt-i�ez+ s e x? P �d 'inch keep velocity @ 10 fps max. at gpm Maximum System Flow Rate. -`d Return Piping to be _VZ �- be used_ • 15_ In -Floor suction outlet' cover/grate must conform to 32" Chann_el Drain Flat Grate Anti -Entrapment f ` - Suction Outlet Cover and Three -Port Determine simplified H: I most recent edition of RSM1 /ANSI A112.19.8 and be 1. Distance from pool to pump in feet: embossed with that edition approval. Manufactured Sump inch pipe per 1 L- ® gpm = (from pipe flaw/friction loss char) 6 Puma,. filter & Neater make and model cannot 2.�Friction loss (in suction pip€ in VGB Series m = from pipe flow tncnon {ass Char) changed, and equipment location cannot be moved i TheAquaStarlineofsuctionoutletcovers.compliantwiththenew closer io pool without sui�mliting a revised pion and I product Specification Sheet I Virginia Graeme-baker Pool and Spa Safety Act (AStNE(ANSI AtiZ.t9 ea-2o JE) 3. Friction loss (in return pipe) in inch pipe per 1 gP P P / _ - TDH calculation worksheet for approval. { Features 4. x H $UCL Pi I AS gle•unbtoCkabtesuaioneudetthat ;The Unblockablel'� i (L^ngth of Suct. ?roe) (Ft of head/l ft of Pipe) (77 Pe) e=eeds die nmVGa mandate and A6MFJ 1 A'PtSGAiI2..198a-?0a85[3ndaN i I ! - roc singte or drain use CK_- i Y Return Pioe) . Fio�f .arid Frietiaml css Per Foot (L>nath of Return Pipe) (ri of head/1 ft of Pipe) (1D • TDH. in Piping:' I hYdt-sdon imWeldons ipea Bring Schedule -4D PVC Pipe hydfdratlevaNeldmin pipe and I singtear multipump camtcraonsl i-: . (front (ter data- sheet S¢e . Ffps - -. i36 GPM at'..91 s __,..........--IF}$S•--1{i; -'YL-N-i--" �• U:2a8GPMat26 s '�'�_ Vd e� Ps %toe 6 1- is I al4' I zr m ! a2.3' ! zs o�s' - ' to I Pt wa I }� l . Fioor(rmU; 122 GPM a[ is fps ! ��--:Tye++'.+ s s t o 37 m 098 ! 5a m 0:14' I 62 021' 1 Heater loss -in TDH (from heater data sheets I L6.9sQuareinc'=- - opening I r.•;�4;:: \' Z- ! 62 Q-06 82 m O 1 G 193 m 0.11i 46 m n az stee screws v - •� Q.QS' 117 2o9' i m 0.43 Tota'i all other loss: u' Ea m l��= Manufacnued from zuPedor 'C g . 4 ` tlwresisunt engineered polymers "S^ �:_ 1. m I Q:Q4 l m 0.67 2'�7 m ° TO' i I tree parrs: hoaom L`h- 0a" {' 2-10 SyS; inside P dueaded FPT: -� a a.os' ! 313 • 4Q5' i92. QAT Total Dynamic Head (TDH): z34 { 1 'F two L-ttveaded plugs inauded 6' [.534. gpm QOZ' 17t2 gpm 0.03'. I r• ain Drainxz°z9sa•Zaae�ao�ai mMe�a'ras' AM Selected Porno a�, _ nd k STh il1Tf3 {�lAx if ? ! 'and ASTM Gti: W testing Pumpselection a Z using pump curve for TDH & System Flow Rate - - orange dripoiahte PLasdePe•gunae1Ptazter • I in Mkeeps debds-t.nd reuinssump �... _ E'!o L 2 8� e (Pump model and size m Horsepower) Y. .. ,c :. to pVC pip nsaucdonwfum ping ....- v6 - - v - S - ---- ' _ .I Fisted wid, uPMa UT ! with sump (concrete poets) f� Qu et5-rfte- (System Flow Rate must not exceed approved cover flow rates, _ _ ._� ..D :� - . - Mnin Drain Cover. 2 �rrR� l apercue ! partns2eoFlxxc Two Drains in One! (Make and Model) r ' •• fines ,%n�cori nn m, fln- nor o4�mmor 3 . - SS'7 9Prn 28 a Pool Specifieo'ion For: Un"sac• 6,lintmum cySt-,l'.'1 ..-.. r' t .. -12 �;<t7'tri tt�t� :__ ,a_ .. t.._ ld vc 9f ne-. c� , t__ O $ 'eu fie Dale Date D. �etattnttc i u nt Fit? i Ji t U I t�� t Inc itut i iiYct f;l t Y I ft C(�(( - r--Check all' that apply.. s-��� rn-maw �iTovr Ts rrote-z - - - --- .;onvacors �gnatuce !4_%5� E_ �n'Q_-1 .iw- "ll O O O 3 ` suction otrJets �� gpm max..flaw (see note 3).mi�s`or, ij_32& ' 1 Contractors Printed game 72`-'5 ��� Q�� t ,L pL SZ L lam, ; L %`3 © FIQv►t Ito channel drain :6 gpm w/ports (see note` Conirce.ors eeri. ga. a D Scale: None .,ev 0 - 2/16/rJ9 3n - ••' nvactors leis?none o. - - j`/ti" -- ---- STA—RITE Max—E-Pro .P'6-QUSapa Pumps Qptions l '* performance:Curves At lS[/APSP-7 2-GG6 Specifies three methods for determining .the maximum system flow role.:. The following ' For ,each Putliv Awa,TaNein %zto 3HP, standard andhigh�oencymotors simpirEied TDH calcuiatioa is one of the methods specified_ i (,tfecli one. and up�ated single- and tew speed:4,odets •, . Grr,nhfied Total Dynamic Head '(STDHI' 110 I I I ! f I �If]?U11 1�C� �O Q� "17. iT7�C Head �ID.H C�71C Qllof) . Ilorks7-el. � Complete STDH Woresheet - Fi{I to all "blanks- Total Dynamic Head (TDHi' •._ 3' 1..0 ._. re ^4— 90 BEST EFFICIENCY SIZING �vste aw Rate- - - Complete Program or o�her'catcs. 1=t11- in r-equlred- .. O- I Determine Maximums __ ll) �. blanks on worksheet .& coach calculaubris_ - m $� Minimum Flow Rate Required: 35 gpm Per Skimmer (Required: 1 skimmer per 800 sf of surf. area) - - U_ 70 `Maxim Flow Capacity Maximum � c x x 7.48 cal_ cubic foot) _ _ _ - (_ / � of._ihe . n��x or . replacrment..pump-_ -. _ : n 60 A. Calculate "Pool Volume: ("al- in got.) (Surt.,Area) (A5 Depih) _ _ --- -- _..._ .. -.. s0 ---. �__r--.--•-- 2-Preterinne" referred'Tumover-'Time In-71-ours. x 60 Amin_ �hr_� (Tarno,erin'in-) 2 I H P () _ 40 — 3•- Determine Max Flow Rate: / "urnaver iUtvs) (Pod Flom Rote) T(Fea (System now Rate) Notes _0. — - - — (VoL in• gat.) (f .-_�T-1 III rrl er et flow rate. 0 20 - 4_.Spo.. Jets: x 9P P..:- i (fat.! Jet Flaw Rate) " of Jets) (Jet L=.low} E ool s a combo, use the higher of No. 3 or No. 4 in the following calculations foi `the pool spa) 1 Pump fl ablen speed calculations. pu p is used, use the max. 10 (For single pump.. p P d wa(I drains, use appropriate side wall drain a 2 For side P e - gin { p c n flow as published- by manufacturer. 0 10 20 30 40 . 50 60 7G, -8G 4..0 't0� 110 t20 130 140 150, 160 170 x 6s gpm Maximum SysEem Flow Rate.'. Piping to be inch to keep velocity @ 6 fps X. at O _ " 3_ Inseri, manufacturer's name and aproved maximum rc� m Maximum System Flow Rate_ `1oyrE`,N?H> L inch to keep velcdty ® 8 fas max. at 81 9P y Trunk Piping �o be i 4- See installation instructions for Number of ports tp inch to keep velocity C 10 fps max_ at E-. gpm Maximum System Flow Rate. �_ be . used.. Return Piping to be 2lry 32" Chann.et Drain Fiat Grate Anti -Entrapment S_ In -Floor suction ottflzt cover grate must coniom to i y !'_: Determine Simpir?ed TDF! I most recent edition of AJM /ATISI A112.19.8 and be Suction Outlet Cover and Three -Port embossed with that edition approval_ r „ Manur�ctured Sump �. 1. Distance from 'pool to pump in feet: a m = (from t. flaw/friction loss chart) 6• Pump,. Filter & Heater make and model cannot l 2. Friction Lass (in suctlor. pipe) In __inch pipe per 1 .P \' P Pe The AquaSiarline of suction outlet covers. complian[vdth the new gpm = (from DI a flOW/fnCrJOn' 10-IS Char() _ Se a n t eme a e an a chanced, and equipment location cannot be moved �/(j,g Series -. P Virginia Grd B tc r Pool d Spa Safety Act (ASME(ANSI A112 inch pipe per 1 �c _P ( P`- closer to ' ool without submitting a revise( d pl n and Product Specification Sheet i - t 3. Friction loss (in return pipe) in 1 T DH calcu atian worksheet for approval_ Features The llnbtoc cabter 4- x exce- s o%e dmhle suction audezdmt - -� ! • SUCL F• a ea[r_dsd.ene.a-1009 ndaa andaSMt:f (Lengh of Suct : oe) (Ft of head/1 ft o Fipe) ( P) t } wseaatzisaa-aaoasmnaam F S = Flow -grid Friction •i oss Per Fooi F«single«nn tip edr use (see (Length of Return Pipe) ^(Fi of head/i ft of Floe) (1DH Rettan .Pine) - _ 1 tndtos;a cvdwdans tnrptnmbing. - TDH in Piping:' Seiiedule 40.-PVC Pipe hgdmsad[Yd-punnp zenwioa � . l sn¢earmdlriywnp[an ecednsl r t Vd - Fri Pt Sand 1 Single t — (fFoca ��lter ^ 8 a _ {%9tfr &f}eet Fme Sae . E - .- _-_.-. _. -...___-.._._.--Flll�r-^I9J-$--Fr-7�^•1•i-/�-1_.- .�- W IL 2a8 GPM a[26 rps 10 It-114 GPM at3.9 fps a.T4' I 2f m t Ftn« — _ i / •112 GPM a[LS Fps - \ .—__. .. , 0�8 I 50 m Flet•3ter loss .in TDH (from heater data sheets 59w are nrhopenny `�. lZ I 2 a m ..0-06' 82 (%IG 103 m 0.}S' 9746 sminlesz sreelzuew; 25^ 88 a.as 1 ]7 0 d9 1 iS m ' 0.43 Manufae ed Fran roped« g "` m Tot all other loss: 87 m a ai 2SI m a to " . 0' uvrev8ont enS neeed patyme s^ 3• 1•36.. m I 0:04 I I < — - I r see parts: bonan z*h-oo.` Q03' l . t3 • O a5' 392. I 0 t77 r la s/S: inside r dueaded FPr. Total Dynamic He d (TDF{); ADZ t 722 gpm 0.03 . . I i two r dveaded p usz Mduaee � � I't 1 Mee.., exceeds NSF so E'� Selected Pumo and Main Drain Cover auilsaa-zopanadaatsanaaas ~� "and ASCM G.tii W teSCne �\� 4 i . F E 1!►.6i using pump" curve forTDH & System Flow Rate iosert eVsdebdsootdep,e unitdptascePumpselection Za, - -_._. n on a� ,. (Pump mood and sae m ticrsepower - I .M Nld, (concrete Pools) _ ertkeepz debris outana n:min w p d rinyG-Cd use aans:eonal ¢ue wtan tinq } Lau,)" I�l >�D 01�5. rO FVC p pe r :i kis[ed.adiWMO0.bT sump([o [e ol) Two Drains in One! Main Drain, Cover, A'au etaTPrR �6� (System Flow Rate must not exceed approved cover flow rates, a� , � 6p�� ' Part 932CDR= (}Joke and Alodel) _ - P p,eci ` d"' n r oT. . o 'flow Mv,.ceill �n min finer re �4 mmer of 35 _ 0o' gpm Nntoc• 1�,iinim,lm crci- r-, ^•^ ---- •- •" - S�r-rrnmfng S sort'.-. Date once C —� i_ e - )�J 7 n t F`ivoP SuGiioE t Oa` M n t2 l A RT veict t t nne one ' i tut ['ribcr Gi to` J L—� —Check all' that apply-. -- -- — — - - - ., 9Pm rna- _1r0w7se�-riotez�- I ,:ontractors �gnacuce - " I `suction 'outlets 9 gpm mdx..flow (see note 3). ' Contractors Printed Name 3 A QvTE}�?'? ctianne! drain :® / pits (see note` 4). �, 3V9 9Pm wr P I. Enirut r_er No r i _s 3� v_ • �. ...__. C 32c��K LM v+ 4NiScale: None +.ev 0 - 2/16/09 �7?. VY .. ntroaors- telephone No. x