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HomeMy WebLinkAboutSUBMITTED PAPERSDATECFILED:USE O�� 'V / I vna-53' PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: 1. 2. 3. 4. ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTyF,lX BUILDING & CODE REGULATIONS DIVISN'' 2300 Virginia Avenue IOI� SCANNE® Ft. Pierce, FL 34982-5652 fay 772-462-1553 �pl' SL Lucie County 7� APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE -N( o PROJECT INFORMATION LOCATION/SITE ADDRESS: O PROJECT NAME: Ci �oLLD SITE PLAN� JA"� PROPERTY TAX ID 9:�U - y LEGAL DESCRIPTION 5. PLAT BOOK i extra sheets if necessary): 1,43 —,/7�27-U 6-14 S A T 6. PAGE NO. 7. BLOCK NO 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): 43(0,46A65.LOTDIMENSIONS: l �/� ask �� j�� ` yX �q, 7 ke ;S . 10. CONTLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: -fill L djtFlu Ate/ - 'SPA 1 66'jC� AF./7✓ AAJ0 D 4AR-elct— 11. SETBACKS (ACTUAL) FRONT: IVIA BACK: J S—. / z. RIGHT SIDE: O D LEFT SIDE: % 7 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION ] RESIDENTIAL [ ] 'CONIMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: 14. SQ. FT OF CONSTRUCTION: �� 15. SF. FT 1st FLOOR 16. VALUE OF CONSTRUCTION: $ `C �r c U o . 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 UPDATED 6/25/09 OWNER INFORMATION i NAME: M R C A4 LD 1 L 0 ADDRESS: LL CITY: _4rbA'jT/C-- 141&14PA S STATE: _ PHONE (DAYTIME).- �j 2��"�J/ a O D Email: 21P: 0 77J (o IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER SA7-4 6— ADDRESS: CITY PHONE (DAYTEME): U STATE: wo CONTRACTOR INFORMATION / �+ q ST. of FL REG.CERT #: 9 �0 (D ST. LUCIE COUNTY CERT #: / BUSINESS NAME: !j�}(�S 45V f2E-G1 QUALIFIERS NAME: Ti.=Q'se / ADDRESS:- PC�16'3 (G S _ t i-sl I CITY. eb QT Sr. L v Lc STATE: r`L- ZIP: .3 �CJS 2- PHONE (DAYTD IE): FAX NO.7 iZ - 337- y 2-eI7 Email: LL)( @ Po as Ceee- T. fC eZ ARCHIT/ENGINEER .14 4-P- V ADDRESS: 7'?0 AFL4 CITY: Pb e- i 67 , ln� Crt C PHONE (DAYTIME):17Z�3 o 1-�A/Z C/A STATE: Fc- ZIP: 3 T ?S � . BONDING COMPANY: Aj 1 (- ADDRESS: CITY: A TAZIP: MORTGAGE LENDER JV ADDRESS: CITY: STATE: ZIP: 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 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 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. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. 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: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR EMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. C . �YI O I1 NER O O OR SIGNATURE STATE OF FLORID COUNTY OF 6r L/o �� L The foregoing instrument was acknowledged before me this day of �`'�'C 20 by 7'&Vz-V L who is personally known or has produced OAM q tni�o`i as ideija+ ••.•�9 '��i G "Wary 132Ff�% gnature of Notary a Z ; •.� N N _ 9, #DD 740198 Commission No. A W lBOna_ �,Q: kCONTRACTO G A STATE OF FLORID COUNTY OF The foregoing instrument was acknowledged before me this S--day of T-0Ne—= 20 1 1 by who is personally known has produced Signlature of Notary Commission No. ••�� D740198 'bye0�Qbdthm 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. O]�'FICE USE ONLY ' -�_--� Dli SECTION' TOWNSHIP . 4� RANGE t /_ 1 MAP NO. � 4�/ — -ZONING NDUSE LA -- Nit- - _ _ _ . _ -- LOT CVG % -- TAE NU. -- 'FLOOD ZONE FIRM MAP # ISTFLR ELV -MAX HGT -- --- - - - ------ - -CONST-TYPE - ------ -OCCUP TYPE -- _- _ _ . -- .-- _ --- --- -MAX OCC[JP - - - - - - - - - - WATER .SEWER -SPRINKLERS --STORMWAI -- -LOT-OF REC -LOT OF REC - -:Before-1/1990 LOT -SPLIT _REQUIRED _ _ _ .. LOT SPLIT APPROVED 77 -REPORT CODE n (y HABITABLE. AREA RADON -� PE FEE LIBRARY IMPACT FEE PUBLIC BID I PACT FEE CORRECTION PUBIC BLD IMPACT GENERAL PARKS IMPACT FEE SCHOOL R"ACT ROAD IMPACT - CREDIT Y N LAW ENF BRACT FEE- FIRE/EMS MRACT FEE DRIVEWAY REQUIRED Y N DRIVEWAY FEE ADMINISTRATIVE VARIANCE FEE SPECIFY STJBS -R EQUIR MECHANIC, ROOF ELECTRIC GAS PLUMBING NON -CONFORMING LOT OF RECORD FEES MISCELLANEOUS FEES DATE SENT TO ADDRESSING - REVIEWS FRONT COUNTER ZONING, REVIEW. SUPERVISOR REVIEW PLANS REVIEW VEGETATION REVIEW SEA TURTLE REVIEW MANGROVE REVIEW - DATE RECEIVED '� I f DE INITIALS JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3602130 OR BOOK 3301 PAGE 2794, Recorded 06/20/2011 at 09:37 AM Arr R r A DIN ..REMIRN Tr1• PERMIT NUMBER' IL_ nis Serra is reswrMinr rcumii, Id., 1 L b lq 1 NOTICE OF COMMNCEMENT TNe undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice gf commencement. rYetaddress)TAXFOLIONUMBER:3S.3Y'-03-0608�-OU11 y �, ti! LOT_—L_BLDG UNIT 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3.OWNER INFORMATION;, a. Name !N 11 b.Address(P W14/0 I HtLL.L/+1JWATtAurlL 14141{LA.uOS.IVX. 077/I0e.intere mproperty aVj`��— d. Name and address of fec simple titleholder (tf other than owner) A{' 7A' 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: Pa e I btr G 12¢ a rr e;. 772-33A 91113 5, SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents inay be served as provided by Section 713.13 (IXa) 7., Florida Statutes: N r NAME,ADDRM AND PHONENUMBER: r S. In addition to himself or herself, Owner designates the following to receive a twpy of tha Lienor's Notice as provided in Section 713.13 (t)(b), Florida Statutes: 11 n NAME, ADDRESS AND PHONE NUMBER: • 1 - 1 9. Expiration date of notice ofeommencement (the expiration date is 1 year from the date oftecording unless a di8'crbnt date is . specified) —20_. Signature of Owner or Owner's Authorized Officer/Direetor/Partner/Manager W111'e-ik R 6A-i,xii,t..7 Print Nam a and Provide Signatory's Title/Oftice State of Florida Countyof s+ E , / The foregoing Instrumentwasadmowledged before ire this ZS day of N�y,7 % " .20 (1 By A— h 6I46 01 Lr9 asyt.5J1l ISr— (Name ofperson) (Type ofauthority ... eg. Owner, officer, trustee, attorney in fact) For -S A4NI E (Name of party on behalf of whom instrument was ex=ted) Personally Known— or produced the following type of 1D: (Printed Name of Notary Public) (S' attreofNomry c) th-cul/������3�� ••••.GQq�4i� •VpIt,MIS510,y • :'C,t. yi Under penalties of perjury, I declare that I have read the foregoing and that the facts in it aingy. ot$edge and belief(section92.525,Florida Statutes). -*; ••� u,; _ Sign (a) of Owner(s) or Owner 'Authorized Officer/Director/Partaer/!��>) ora�id��dPed A. By.. By ry 1rif�'llr' 7Y�UTpTL"Q��`"` (Signature) (Printed e Rw. osnatoot(R�a� •a , r STATE Of FLORIDA ST, LUCIE COUNTY THIS ISTO CERTIFYTHATTHIS IS, TRI.I'E AND CORRECT COPY OF THE ORIGINAL. JO,S�P E SMITH, E By: 'ram' Deputy Clerk Date: 117- - ---r— ST. LUCIE COU- �Y BOARD OF COUNTY CONIlWuzSIONERS 2300 VIRGINIA AVENUE, FT. PIERCE, FL 34982 PERMIT# Residential Swimming Pools, Spa, and Hot Tub Safety Act AFFIDAVIT OF REQUIREMENT COMPLIANCE I (We) acknowledge that a new swimming pool, spa, or hot tub will be constructed or installed at le ,�5��1 i, ��/� (f ✓� , and hereby affirm that one of the following methods will be (Please Print Street Address) , used to meet the requirements of Chapter 515, Florida Statutes. (please initial the method(s) used for your pool). The pool will be isolated from access to the home by an enclosure that meets the pool barrier requirements of Florida Statute 515.29; The pool will be equipped with an approved safety pool cover that complies with ASTM F1346-91 (Standard Performance Specifications for Safety Covers for Swimming Pools, Spas, and Hot Tubs); All doors and windows providing direct access from the home to the pool will be equipped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; r . All doors providing direct access from the home to the pool will be equipped with self -closing, self -latching devices with release mechanisms place no lower than 54" above the floor or deck. I understand that not having one of the above installed at the time of final inspection, or when the pool is completed for contract purposes, will constitute a violation of Chapter 515, F.S., and will be consid- ered as committing a misdemeanor of the second degree, punishable by fines up to $500.00 and/or up to 60 days in jail as established in chapter 775,F.S. I understand that the St Lucie County Building Inspections Department assumes no liability for the final inspection of one of the above protective devices, or the lack of maintenance, or the removal of such after the swimming pool has been finalized. I, the contractor, agree to instruct the owner of,the proper :use and maint ance of.such safety device. II CON TOR'S NATURE DATE OWNER SIGNATURE ATE • \���L111911111111//y�, e�a,111111H111/JJ/ O ARY UBLI , STAA OF FLU ; oN�dS 13NEIo� •, �y OTAR PUBLIC, ST TE OF�L.. �V 01Y 138 19, S *_ AS TO CONTRACTOR �•o :* AS TO OWNER ��• #DD 740198 ; aQ PERSONALLY KNOWN anD740198 : o PERSONALLY KNOWN PRODUCED IDS ••. N •oQ� PRODUCED ID %J L— NO Ta�ndedihN� Bonded c0� ��. a n'•e Fain•I�ura�,. ��,\�o TYPE '�i ��°•• :ae::' °•pF���'�� TYPE iiii,BC/C•STATE6NX\ //JI'I�uC,L S1,1T1111P1`; ���'� /OIHIIl11111��� THIS FORM MUST BE SUN B +TTED WITH ALL POOLJSPA/HOT TUB PERMIT APPLICATIONS. Revised date 11/15/01 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE COMPLIANCE DIVISION BUILDING PERMIT SUB -CONTRACTOR SUMMARY will be using the following sub -contractors for the (Company/Individual/Name) nn project located at / ( �SG 4'y N Oud 655 L U� (Street address or Property Tag ID #) It is understood that 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 Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State.of Florida License Number Electrical i —mot 11 EL C I 7 C? / '7- L6' 1300 /z7S-- Plumbing -CRS-2s-no HVAC/ Mechanical Roofing Gas USE1, NLY:. IlPERMIT ISSUE DATE: NUMBER: I I I Gy ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT • ORI�P. BUILDING PERMIT SUB -CONTRACTOR AGREEMENT p y St. Lucie County Contractor Certification Number: / O State of Florida Certification.Number (If applicable): PAyEl �' lE � �L _ d� here-r i�4 v-qL have agreed to be the (Company Name/Individual Name) 1C 1 I-C 4_jC I C.4 L sub -contractor for bd l_' b o2 e-e _4c'_ (Type of Trade) (Primary ontractor) for the project located at /G j(r c kO (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department ofSt. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) A goae547- PRINTNAME BusinesslName: Pave K c L 6 etelC Address: City/State/Zip: Pia,e% 97` 'Ztc C f g- Phone: -7 %?- 33 L `11 q V email: OFFICE USE ONLY: PERMIT # ISSUE DATE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: 2 YJC) State of Florida Certification Number (If applicable): P f btu bv G 2C6 1;i,_ % /21Zt L.-OI have agreed to be the (Company Name/IndividualName) T L am b i l sub -contractor for � +- ) y -Ae�6 . (Type of Trade) (Primary Contractor) for the project located at j D y .7 S GAv40 /3 041%--5 Co ✓4r— (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED �✓2lr-� L MNATURE PRINT NAME DATE Business Name: �ovis fay 6Ate,4� Address: City/State/Zip: Phone: eopr? (P S V S -7?z - 3)7 f 713 email: 1-b u- OFFICE USE ONLY: PERMIT # ISSUE DATE J.-V e- , r6,1 Z J �E COGy 'mac ST. LUCIE COUNTY BUILDING $ ZONING ~ 2300 VIRGINIA AVENUE FORT PIERCE, FL34982-5652 561.462-1553 - - -_....._ .-_....._- FILLED. LANDS AFFIDAVIT_ I, the undersigned, am the owner of the following described property: /0 y .— 5e,4VD JdwooS 60 vl6- (Taz ID/Legal descriptlon/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development. Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that :in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will•not adversely affect the immediate community. CAU)(,O. s Property Owner Name Property Owner Signature Date STATE OF-FLORIDA, COUNTY OF W u ACKNOWLEDGED BEFORE ME THIS DAY OF * , 20 BY AA�1 ye- C4 t,0A % WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED �^ AS IDENTIFICATION. SIGNATURE OF NOTARY .. TYPE OR PRINT NAME OF NOTARY Property Appraiser - St.Lucie C4 ­ any, FL 1, , Page l of l PROPERTY RECORD CARD Maria R Cacoilo (TR) Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 109 Island Dunes Cove ��(1CI� ParcellD: 3534-503-0008-000-9 Sec/Town/Range: 34:36S:41E Account#: 155744 Map ID: 35/34N Land Use: Vac Res Zoning: HIRD City/Cnty: St Lucie County 3 Ownership and Mailing Legal Description Owner: Maria R Cacoilo (TR) LAS TORTUGAS AT HUTCHINSON ISLAND (PB 44-5) LOT 7 (OR Address: 6 Windy Hill Ln 2738-603) Atlantic Highlands NJ 07716 Sales Information. Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 175000 Land Value: 175000 Acres: 0.36 1/4/2007 450000 00 DE 2738 / 0603 Assessed: 175000 Building Value: 0 11/10/2003 2000000 02 WD 1846 / 0349 Ag.Credit: 0 Finished Area: 0 SgFt Exempt: Taxable: Taxes: 3637.25 BUILDING INFORMATION 'i�I'l�ls-,�,,k-"�',-,�,�_-,�-.1�lit,�l",�,�� h ..Ar a ry 6 Exterior Features View: RoofCover: RoofStruct: - ExtType: - YearBlt: Frame: - Grade: - EffYrBlt: PrimeWall: - StoryHght: - No.Units: SecWall: - Interior Features BedRooms: 0 Electric: PrmintWall: - FullBath: 0 HeatType: AvgHt/FI: 1/26ath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty, Units Qual. Cond. YrBit. No. Land Use Type Measure Depth 1 0000-Vac Res 312 -Site 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.pasle.org/prc.asp?prclid=353450300080009 6/30/2011 10/31/2011 10:15 770 JMGM PAGE 01 St Lucie County Inspections, Z300 Virginia .Avenue I't. Pierce, FL 349$:Z (772) 462.21i2 CE-4,R 'IFICATE OF TI1 I TLj "I'UEATMEP4 ` CONSTRUCTION 50XL T]tT>, TUMNT Pal MTT ��hh �\Cho - c� 1 JOB AIDDRVSs_ ► C1�1 ��� � n � DW4 � 'F. Pest contxq.-, Inc-- PUST CONTROL CONTRACTOR Port:. St Lucie, FL 34994 - We, the undersigned, hereby certify that we have pr0reated the ObOVC-descrlbed constructiolz for $11btervalzean terillites in aecordanco with the standut:ds of the National Pest Cqntrol Associotion. Square feet of area treated: co o• Percentage of solution:. IA Due of treatment; 1 0 D V I G coating G 1stTretitment G R.c-trc(lt ' C Slab 'lst Trct�Ce�ent Q Driveway G lst a),eatt-w-.nt N G Tie-Cl'eAC G Pools G 1st Treatment G Re-CreAt Chemicals used:. CU OPT C- Total gallons used: 30 Time of Treatment: vo; 50 li'l1C10A.2.6 Ce1001e Of.Prolecltva Treatment forprevenlion c larnt!(es. A K�raiJler rctlslnittJal:sile pealing 6oar�t shall be providrtt to recaA�a dupllcaie Tregtlnent oerltjJc4tes c1e each 1 equ(1 eel protacrlre rraaunant Ix coeupleled, providing a copy forthe person 8re perallt is lsartrd to and a1�ptl,er copy fbr the bu(Id!» g psr„�ft, flltr, Tl1s TreatmGrrt �er!(J►cata Slim! provide Thee yroth4al used, idanlily of the applicator, runs and data of Ilia treanne»r, .071a location, area treated, cheinkal used, psi -cam concantratiol: and auniber of kallons used, 1p e31a6l1s11 a Narolabia record O&I-Oleclive tr@ahrient., Ifiire soil chemical barrier melhod for lemlle pravalolon Is used, final exterior trealment shall be completed prior to, final huliding approval, St Loclo County requires for tl►e final inspection for CO, a Parinikkient• Sticicor to bo Placed oil the electrical pAnel box cover, llatlug all tliu • treatments anA4ates otapplitd4Aons. b. , G Other � !st `IYe�tn�t~nt • G Re-t� eaC C3 Perimeterfor Pinar. Inspection. N40Tri. There inust he a completed form for each required trealmant or re-Irentlrtent and this form must be on the job site to be picked rip by the inVetor at thria of each inspection or the schedlded ins netion twill foil and a re -inspection fee charged. } 1310 Neptune Drive Boynton Beach, Florida 33426 Nutting561-736-4900 Toll Free: 877-NUTTING (688-8464) Fax75 Engineers Browar 1954-941 8 Broward 954-941-8700 of Florida Inc.1 Established 1967 St. Lucie 772-408-1050 Miami -Dade 305-557-3083 Your Project is Our Commitment www.nuttingengineers.com Ln av u L August 17, 2011 v U) Pools by Greg v 8886 S. Federal Highway E Port St. Lucie, FL 34952 0 > Re: Pool Backfill Evaluation w Caloilo Residence 109 Island Dunes Cove 0 Jensen Beach, FI 34957 u Permit No.: 11-06-0371 Ln Gentlemen: C, Nutting Engineers of Florida, Inc. has performed geotechnical engineering services v for the referenced project. The area between the house and the proposed pool was ~ probed with a Static Cone Penetrometer to determine the level of compaction of the C backfill material. Four probes were performed at the following locations: L Q� 1) 2' from pool on north side & 4' from house at east end. 2) 2' from pool on north side & 4' from house 2'east of east end. W 3) 2' from pool on north side & 4' from house at approximate center. 4) 2' from pool on north side & 4' from house at west end. L It is our opinion that the pool backfill as indicated by the above test locations have been compacted to a density of the order of 95 percent modified proctor. We appreciate this opportunity to be of service. Should you have any questions, please contact our office at your convenience. V) °� Respectfuily Submitted, C NUTTING ENGINEERS OF FLORIDA, INC. ru c j� Z 3111 L� v Richard C. Wohfarth, P.E. #50858 0 Director of Engineering OFFICES Palm Beach Miami -Dade St. Lucie r� 6 i •�9 St Lucie County Inspections• 2300 Virginia Avenue fit•t'ierce, FL 34982 (772) 462-2172 CERTIFICATE OF TERMITE TREATMENT CONSTRUCTION SOIL TREATMENT PER IYI7T JOB ADDRUSS �Cf CL L fir •• . BUILDERl _ G�tc, R & -F Pest ContrQ-.-' Inc PEST CONTROL CONTRACTOR 1856 SW Bayshore B7 vd Port St Lucie, FL 34964 - PEST CONTROL LICENSE # A), I;kQ 0 We, the undersigned, hereby certify that we have pretreated the above -described construction for subterranean termites in accordance with the standards of the National Pest Control Association. Square feet of area treated: Chemicals used:. eA Percentage of solution: Total'gallons used: Date of treatment; � "�—� �' `.rime of Treatment: ❑ Tooting 1st Treat�nenl ❑ Re -treat r ❑ Slab Q lsl Treatment ❑ Re -treat ,- ❑ Driveway ❑ 1st Treatment ❑ Re-h•aat f Pools 1st Treatment ❑ Re -treat M3004.2,6 Ce•tycale ofl'roleclive Trealtnetrt forpreventhni of.lermiles. A wenther resistant jobsile posling board shall be provided to receive dnplicale Treatment Certificates as each required protective treauuerrl is completed, providing a ropy for the person the permit is issued to and anolher copy for the brtflding permit files, The Trenttnent Certificate shall provide the product used, iriwitity'of the applicator, time and date of the lrealment site localibn, area treated, cbemicdl used, percent concentralion and niunber of gallons used, to estnblish a Verifiable record of protective tr�pbr•zent, , ff the soil chemical barrier method for termite prevention is used, final e,Yterior treatment shall be completed prior to final building approval, St Lucie County requires for the final inspection for Co, a Permanent Sticker to be placed on the electrical panel box cover, listing all (lie treatments and dates of upplicutions. ❑ Other ❑ tst Treatment ❑ Re-tr•eat ❑ Perimeter for Final Inspection NOTr: SigAtiture of exterminator There inust be a completed form for eaclt required treatment or re -treatment and this forin uuwt be oil the job site to be picked tip by the kispector at time of each bispectioit or the scheduled hisimclim 011 fail and a re-inspeetion fee charged. 1140 j ► �.: ._.. _ , �. '30 "E. 155.47' ..J.. ..:.._. SVRVEYOWS CERTIFICATE LEGEND' I HERESY CERTIFY THAT THIS SURVEY NAP IS TRUE AND —1wW " -ovmm wm CORRECT TO THE BEST OF NY KNOWLEDGE AND BELIEF AS -EMM v>R£ FSWE SURVEYED IN THE FIELD, I FURTHER CERTIFY THAT THIS cxmnmCH 'M Fou SURVEY COMPLIES WITH THE NINI NUNI TECHNICAL STANDARDS .:= W F SET FORTH IN CHAPTER 5J-17 BY THN: FLORIDA BOARD OF -cum Lm LAND SURVEYORS PURSUANT TO .CHAPTER M9-66 FLORIDA . I W -Mff-(F-VAV STATUTES, AND THAT THERE ARE NO ABOVE GROUND ma -=a ENCRDACHtENTS OTHER THAN SHOWNI. OR vm"Ar BY$��r �/ Q � 7 p p _ DATEe - _� SIONAL SURVEYOR AND R FLORIDA STRATI N. #4811 MARK W. TEEPE, P.S.M.. �T� f1a.�p 1.7 LEGAL DESCRIPTION: (AS FURNISHED BY CLIENT) Cot 7, LAS TORTUGAS AT HUTCHINSON ISLAND, occording to the • Plot thereof, as recorded .in Plat Book 44, Page 5. Public_ Records of St. Lucie County, Florida. 40V IF, SURVEY NOTES: 1. NOT VALID UNLESS SEALED WITH -AN EMBOSSED SURVEYOWS SEAL. 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOW.' RIGHTS -OF -WAY, EASEMENTS, OR OWNERSHIP, 3. LAND DESCRIPTION HEREON WAS PROVIDED BY THE CLIENT. 4. BEARINGS SHOWN HEREON ARE BASED (IN THE 5. THE PURPOSE OF. THIS ' SURVEY IS FOR USE IN OBTA04M TITLE INSURANCE AND/OR FINANCING AND SHOLLD NOT BE USED FOR DESIGN OR. CONSTRUCTION PU(iPOSES UNLESS OTHERWISE STATED ON TH SURVEY. 6. ELEVATIONS SHOWN HEREON ARE BASED UPON. N.G.V.D. 1929. 7. DINENSIONS PREVAIL OVER SCALE. 8. ADDITIONS Ott DELETIONS TO SURVEY NAPS. OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITI4OUT • WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. SURVEY NOT COVERED BY PRWESSIONAL LIABILITY INSURANCE. 1% THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE. It, UNDERGROUND UTILITY INSTALLATIONS, UNDERGROUND IMPROVEMENTS, FOUNDATIONS AND/OR ANDY OTHER UNDERGROUND STRUCTURE WERE NOT LOCATED BY THIS SURVEY UNLESS SPECIFICALLY NOTED. _ 12 UNLESS NOTED OR DEPICTED OTHERWISE, . ALL PROPERTY CORNERS SHOWN WERE MIND AND HAVNE• N 13 IDENTIFICATION NR SAID IDENTIFICATION WAS ILLEGABLE. 13. THIS SURVEY IS PREPARED FOR • THE EXCLUSIVE USE AND BENEFIT OF .ONLY THE PARTIES CERTIFIED TO HEREIN, RIGHTS OR LIABILITY TO ANY THIRD PARTIES CANNOT BE TRANSFERRED OR ASSIGNER CERTIFIED TO:- t�o2v�-off.( l �u�®( e�9el n-RamanmvATM FIELD WORK. COMPLETED" . t O /3 t f.1 1 L �'�%� 'nz" i mm -S in ' RF.fAPit eQaIC _ i =� eoa �* -F>Eta BaoK vi'm fooNt of aa�iNutR � - �0BEAFM WN -vAt�it MEiI:RR -P1 ATIED MTN= & WAM • m � WT -CALM ATU 0181 OE • KARM t,P. �1.�5M PfM.E -SUM MUM' & WAIM lip -UTRITY t�q.E -•SF] i ] tiVt edumbARY i SURVEY PREPARM `�Gl DD • . DRAWN BY' ME NO; FB Pro PAGO OF i DI1TE� PK 1' V I i+ i /Temp°913�Np�) , of Cutb �vement 3�-.} NQi�� R?:N d9c 6 p� _ F3ase 'het �'ne `381E 18 geat!�� Cen cf Povei i --2g•Q6 �� of , ti "RC bed FND 7'�3 h ` r\ o c "'tip W L O to (U - O F1RC-{ 0.13'4 I.D ANO OUNES COUNTRY CLUB J t 4- 44 1 u B l a bf "" Prepared For: G ULICK & Maria CONSTRUCTION CO., INC. R. Cacolio, as Trustee t F- r n V1 ' L Dter t. ` 96 -i Fp&D �g#4286/ LEGAL DESCR?PTION Lot ?, LAS TDRTLIGAS AT HiJTCI iiPJSOIy ISLAND: according to the P! � thereof; os recorded .in Plat Book 44, Page 5, Public Records of S. Lucie County, Florida. SLIRVE)—k'IR'S REPORT 1 Trr!s Survey shall not be volid Unless- seole,i with or, eR'lbossed SunfeVOr-S � ea? No underground improvements have beer, locaied as �aor t of this Su!-'v'e- 3 The last field date of this Serve' '/Jae: 'L�iy' 1 �' 4 This Survey o/os prepared using the Plai of ;record only. No atrier dOCUn?ents were provided and r)O Search Gf fl}e iiL r 's "' rb.lc records t.as; by this office. If The Surve.v shown hereon rneets the requirement for field occurocy as sei forth b,r tsie Minin?un? l echnica? Stoadords (61 '7 ! 7-6r 6 The S'Urveyor's ?lobillty is lirnited to the Cirrioun t paid fa/- said _` urVc_.. 7 Bearings shown. hereon: are in accordance with the Record Plat and lrc;;e been hosed on found control along the canter line of island Dulles Cc-;ve. 8 Parcel Aot lisle locations have been-bosed on said center line. 9 The Legal Description shown here-?rt wes pro- ided by the client Ln ;%o; his%her representatives. 10 No ownership of fence lines has been deterr:''lined as poll f t?:,-s S ,r:;ey 11 Com!pliance with local zoning requirem,ents has riot been verified as parr �tf this Survey. 12 Elevations shown are in accordclnce With the NORTH AMERICAN VERTICAL DATUM OF 1988 and have been established twfth Bench. Mark. 94 7 A06 Elcnrida Department of Transportation (Elevation 3.5Applie-able u it t. r National Geodetic Vertical Datum of 1929 �J 'etr' needed. ti L ACK REQ,}� C-4C-LEGEND C.4C - Concrete t✓od with -Air Contiitior;in�! CBS - Concrete Bloct Structu:- Flood 'one Data: NCBPL! - Not covered by pro!essio^;' Flood Zone: AE liability insurance Conn - Concrete Base Flood Elevation:ChlP - Corrugated Me -to! Pipe 8(NGVD)16.51(NAVD`� •`.� " CfV - Cable ?V Box EL — Elevation Community : 12L�285(`nA FFF - Finished Froor Devotion Panel #: 0311 x0.00 - Eristing Elevation Suffix: H r LP - Light Pole Date: June 30, locoOIL - overhead Utility L!ne ` P""ll-PrivacyWal!1 PP - Fower Pole ewer Service SSMH SSar.tory Sewer Manhole ' . U6 - Utility Box WM - Water Meter F1RG; -Found ,51ron Rod with Cc \1 PREPARED FOR: _ Culpepper & T rpening p �+ Mario R. Cacolio, os Truster-- SiRC -Set#5 Iron Red with Cap'LBT4357' GULICK CONSTRUCTiON, iNl.._ FND - Found Nail with Disk - Prepared By: Regina C. Karner, PSM#4363 Karner, , Surveying,. - Inc. - LB#7 357 DARNER SURVEYING, INC.Al Residential & Commercial Surveying Services j 1 1 2740 SiIV Martin Downs Blvd#333-Palm City, FI.34990_ �r PHONE: (772)288 7206 FAX. (772) 223 8181 SITE PLAN Sheet Title, ry BOUNDARY SURVEY °cat�:� Data: Lran-, By, Field Foak- =D-1 1002 Jab rA_- _A.➢D Fr::•' 1006-10 Sheet h:+.� PFOJ:SLC_Los Tortugas at HVLos TortuQos07BS !I. LI ANSI/APSP-7 2006 Specifies three methods for determining the maximum system flow rate.. The following simplified .TDH calculation is one of the methods specked. Simplified Total Dynamic Head (TDH) Calculation: Wor ksheel 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: x. x. 7.48 (gal./cubic foot) _ .__(Avg...Dspth). G�LoI._in_gal).. 2. Determine preferred Turnover Time in hours: x 60 (min. / hr.) _ (Hours) (Turnover in Min.) 3. Determine Max Flow Rate: / _ + _ . 16�_ (Vol. in gal.) (Turnover Mins.) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate) 4. Spa .Jets:: x gpm , per jet = flow rate. {No. of Jets) (Jet Flow) (Total Jet Flow Rate) (For single pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool & spa) Determine Pipe Sizes: Branch Piping to be N'�,, o��1Jf- inch to keep velocity @ 6 fps max. at gpm . Maximum System Flow Rate: Trunk Piping to be L11 inch to keep velocity @ 8 fps max. at 17 gpm Maximum System Flow Rate- Return Piping to be inch to keep velocity @ 10 fps max. at (G3 gpm Maximum System Flow Rate - Determine Simplified TDH: 1. Distance from pool to pump in feet: 2. Friction loss (in suction pipe) in inch pipe per 1 L ® gpm = (from pipe flow/friction loss chart) 3. Friction loss -(in return pipe) in inch pipe per 1 @b @ gpm = (from pipe flow/friction loss chart) 4. x = (Length of SUCL Pipe) (Ft of head/1 fi of Pipe) (TDH Suct Pipe) 5 x (Length of Return Pipe) (n of head/1 ft of Pipe) (TDH Return Pipe) TDH in Piping: Filter loss in TDH (from filter data sheet): Heater loss in TDH (from heater data sheet): Totai all other loss: Selected Pump- and Main Drain Cover. Total. Dynamic Head (TDH): p�urr�t� s„va� .4 Pump selection N 1 -z A£. 2Nt P using pump -curve, for TDH & System Flow Rate (Pump model, and size in Horsepower) A6UAS-rAfz TDH Calculation Op ions For each- pump - Ch'eck one. ram-- Simplified Total Dynamic Head ISTDH) Complete STDH .Worksheet - Fill in ail blanks. - Total Dynamic 'Head (TDH) Complete Program or other calcs- Fill in required blanks on worksheet & attach. calculations. MCIAMUM Flow Capacity of the new or replacement pump. Notes 1. If a variable speed pump is used, use the Max. pumpflow-in calculations. 2. For side wall drains, use appropriate side wall drain flow as published by manufacturer. 3. Insert manufacturer's name and aproved maximum flow .1 4. See installation instructions for number of ports to be used. 5. In -Floor suction outlet cover/grate must conform to most recent edition of ASME/ANSI Al12.19.8_ and be embossed, with that edition approval. 6. Pump,. Filter & Heater make and model cannot changed, and equipment location cannot be moved closer to pool without submitting a revised plan and TDH calculation worksheet for approval. U loo 90 so 70 60 So 40 30 20 10 Supe `Flo® Pumps Dimensions and Performance,' Pentair Pool Products SuperFlo Series Performance Curves • ' 1 BE T EFFICIEN Y SIZI G P,3,I? I; I I H fr y I d I AI B c a ` I E t/' L 0 0 10 20 30 40 so 60 70 80 90 100 110 120 130 , GPM VGB Series Product Specification Sheet Features A single• unblockable suction outlet that exceeds the newVGB mandate and ASME/ ANSI A312.19.8a-2008 standard For single or multiple drain use (see installation instructions for plumbing, hydrostaticvalveld .n pipe and single of multi -pump connections) Single Floor. 316 GPM at 39 fps Wall: 208 GPM at 2.6 fps Boor/wall: 222 GPM at 2.5 fps 25.9 square inch opening #316 stainless steel screws Manufactured from superior . W-resistant engineered polymers • Three ports: bottom 2WY 00. 2" to S/S: inside 2' threaded FPT; two 2' threaded plugs included /Aeets or exceeds NSF 50/ASME/ANSI A11219.9a-2008 national standards andASTM G75411V testing Orange disposableplastic pre-gunite/plaster insertkeeps debris oni and retains sump s shapCduRhg:conswctibn Must use uansitiorial gluemhen attaching Main Dram Cover . tPPVG.pipe -. •2�- t=i.X C. S�4tc5 (System Flow Rate must not exceed approved cover flow rates) t;stedvntliiAPMOR87 (Make and Yodel) 1 4rKriase:•'•' Notes: Minimum system flow based on min. flow per skimmer of 35 gpm. Qete!mine the Number and Type of Required In -Floor Suction Outlets: Date Dote F1 LL.. Flow and Friction -Loss Schedule 40."PVC Pipe Per .Foot Vet - Feet- Per Second Floe Size . 6. 8' 10 fps i" 16 0.14 I 21' m I 0.23' 26 m 035' 1S' , 37 • m ' 0.08' 50 m 0:14' 62 021'' - 2' I 62 0;06' 82 m R10' 1103. m *.16' 2.5- 88 m 0.05' 177 rn 0.09' 146 m o.13' 3' 1'36 • m 0.04' 187 m D.07 20 m 0.10' 4' 234 0.03- 313 0.05' 392 0.07 6' :534 gpm 0.02' 712 0.03' Check all that apply- Q 3'-On Q 2 suction outlets @ gpm max- flow (see note 2). Cl F Q Q Q 3 i suction outlets @ gpm 'max. flow (see note 3). AQLJ A5 , �P' V613 channel 32�,D>r XX drain ® 31� gpm w/© ports (see note 4). VZ L Q0e6. Pop%? y A 4 01 roAr Contractors Signature Contractors Printed Name Contractors Cart. No. ntractors telephone No. , t!1'OTe'S517 0l:]13i P-n:: St•Lucle, s-A-m-3212 F= t'7729 3v�5 1.0 15 20 32" Channel Drain Flat Grate Anti -Entrapment Suction Outlet Cover and Three -Port Manufactured Sump . The AquaStar line of suction outlet covers, compliant with the new Virginia Graeme-Baker Pool and Spa Safety Act (ASME/ANSI A112.19.Sa-2008) The Unblockabte!" With sump (concrete pools) Part # 32CDFLxxx k Two Drains in One! - Swimming Pool * ecificction For: G AC.o ► t: o t5 . 12-A- (5L.-.oP OvtirF-S Gov�- _je r j 0eJ $ e&c 0 rr I- 34,ES7 Scale: None ' Fev 0 - 2/16/09 It s•^-.-1�t•a �7,,,,se-+-,�i.,,g�...w1s >�q —m^h;. _ .- - ANSI/APSP-7 2006 Specifies' 'three methods for determining the ma)CIMLI n system -flo'r/ rate... The following simplified TDH calculation is one of the methods specified. ' High. Performance, PUMP 'Pe' l-e pDal.pducte �fm lifted Total F) namic Head i I11H UU/cUIU110// I. . Complete STD o M i 0 Total Dvnamic Head TDH1' e e ow te: s� t j)gt rmme Maximum �Ys;{ d�_Fl Ra Complete Program or other ' Catcs: Fill- 'in required- ', IOD, Minimum Flow Rate Required: 35 gpm Per Skimmer (Required: 1 skimmer, per 800 sf of surf. area) .. blanks on worksheet &attach calculafions. 30 _ _ _-... Mortmum Flow Capacity :......--- 1, Calculate Pool _volume_ _ x x..._,s�a , _u . ic_ oo - (uoi .. :- . _. .sD of the nevi or replacement pump. o 2s a in (Surf.' Area) (Avg. Depth) - 2. Determine preferred Turnover Time in hours: x 60 (min. / hr.) Q ° 20 `o so (Hours) (Turnover in O di a 3. Determine Max Flow Rate: 52'0'/ 10 = +_ (Turnover Tins. ol' Flow 'Rate) Feature Flow Rate) (System Flow Rate) Notes 40 in. 081.) (1 )Po ( ) l ( t LDH Calczalat;4� ions For each pump Check one. E Simplified Total Dynamic Head " STDH) H W ricshe=t -Fill in all 'blanks. 10rpm rpm... rpm - - 4_ Spa Jets: ' x gpm per jet = f ow ra e.. 1 (No. of Jets) (Jet Flow} (Total Jet Flow Rate) •@•I'Sob rpm I l - gher-of-No- _•_ _ .&I-••- pump flow in calculations. 5 or single pump pop spa comTo�rrse-ttre-hi 3-or-Nc>* 4`irt' the f�{{ c�latioas for the pool &, spa) 1: If a variable speed pump is used, use the max. 20 @ LSD rpm -' -- 2. For side wall drains, use appropriate side wall drain 0 t DP}�rmine Pipe Sizes: 1 :flow as published by manufacturer. {. o -)a 60 so lop l20 140 j1k�P +60 m Maximum System Flow Rate. Uc •Gallons per minute Branch -Piping to be NoMOL inch to keep velocity ®6 fps max. at 9P 3. Insert. manufacturers name and aproved .maximum m Maximum System Flow Rate. flow l 25 30 35 inch to keep. velocity @ 8 fps max. at �/ t 1 9P ---------•------- s�-�--�-�. - - • io is " Trunk Piping to be �%j p- Cubic P? EeT s per hour 1 inch to keep velocity ®10 fps M. at r 4 � gpm Maximum System Flow Rate. I =• See installation instructions for number of ports to . Return Piping to be a I. be used_ 32" Channel D:Fain l�at Grate Anti -Entrapment e 5- In -Floor suction outlet cover/grate must conform to..,. = Suction Outlet -Cover andThree-Port Peterrnine Simplr1er1 TDH: most recent edition. of ASM£/ANSI A112.19.8 and be Manufactured Sump 1 1. Distance from pool to pump in feet: embossed with that edition approval_ m (from I e flow friction loss chart) 2. Friction loss (in suciior. pipe} in inch pipe per 1 9P ( P P / 6_ Pump,. Filter &Heater make and model cannot o The AquaStar line of suction outlet covers, compliant with the new m - from Di a flow f friction lass chart) changed, and equipment location cannot be moved n a VGB Series inch pipe per 1 ft. 9P - ( Q p Product5pecificationSheet j trginia Graeme-Baker Pool and Spa Safety AR (ASME/ANSI A112 19 t3 -2008 3. Friction.loss (in return pipe) In closer to pool without submitting a revised Ian and - x - TDH calculation worksheet for approval. Features '-The Unblo&ablel" :Y. - ASin4le. unhlockatte suction outlet that Y mH SOCL P• erteeds the new VG' mandate and ASME1 (Length of Suct. ripe) (Ft of head/l ft of Pipe) t Pipe) ANSI A112.19.8a-211a8 standad � { x — Q$$ Per .Foot For single or multiple drain use Este N Return Pipe) : Flow •and Frickion �— installation nswctio^srarPlu^�ng I (Length of Reium Pipe)' (Ft of head/1 ft of Pipe) [ID . TDH in Piping: rmup p p onsl _ P 9 Schedule 40.'PVC Prpe singl lea lti Po top ° :. vel il — Feel Per S-,.d single Sae . 6. a" s 10 Ft Filter loss in TDH (from filter data sheep): - 26 m ors wau:2oaGPMatz6 sv . 1 16 D,14' 1 21' m I 0?3 floor/wa8: 122 GPM at 1S fps m , n, 0�8' I m 0-147 s2 I 021' 1 S ' 103 D.16 2 snug a nrh openins K Heater 'loss.in TDH (from heater data sheet): r 62 a-0s 82. m 0.11 #316stainless steel saews `K_� — 25- BB m 0.05' 11. m 0.09 I'.1 ——N�iaau Total all other loss. 0:04' 181 m I o-07 O.10'- • wresistantengineeredpolt^ners • -- _ m I ➢ 07 Three ports bottom 2V." oo. �, 234 Q03' 1 0.OS 2hre S/S:insidd2-threadedFPT; Total Dynamic Head (1DIi); 6- 34 gpm o-of 112 gpm nri, two 2-d readea plugs Included ' r+ ,Y Meetsoreueeds NSF Sh/ASMIJANSI Selected Pump and Main Drain Cover ? A112.1TMG1oaenatisV.Slandafds 1,1 1 1 and ASTM G154UV testing *„ L� _ _ - 0.a,ge Ssposahleplasticpre-gunite/plaster ••'��"ti Pump selection :,���a�� �P using pump eurve for TDH &System Floe? Rate _ nsNtdeepvdeadsoulandretaazsump ~ti _ _ . (Pump model and sae m Horsepower) _ __ y� _. _-- s whena c s P _.__.-..-Two Drainne i, t'sh dunng:construc°on ape MustusetrznstEon9 to tta hin to.P.vC•pi t -- tim with".MGRsT wt sump conuee oo -- s In rQOp�C-FP+� V613 (System Row Rate must not o rov cover flow rates) F�o4ptrM5e Part#32COFutlgt Main Drain. Cover (Make and Nadel) •,:"` /—/`,�i! .S�,.f�fhs• Fool SpeeificQtion For: ccd on ;;1-6R flow _per oL�mmer of 35 gpm. - . Notec AAinimlum system flow M . Date Date n_L >L 1t.. b and T"pe. Gf RBS'ts�d in-hl0or Suctiori DUi &. t elkerlrltrla Wle Iyutli el LK, r--Check all' that apply. l 2 15l�2 DJtJ�S �. !r + m ma;. 'flow see note 2). rGl�-L 3 #.E - O O 2. suction outlets �� 9P (see 3'—op L��� 'F:��>�-� J EtJS wnuoctors rgngture pZ.328831 - • �i0�?_451Ot3c1 ls^_�'t.e�'L.... am O O 3 suction outlets U gpm. _mdx. flow (see note 3). Contractors Primed Nome Q ... L _449-92 n S _� JTS;� ri VGA _ cT Ji-'1Cic � channel drain :® �'� gpm w/ ports (see note.... _ -dd1,7?2j���%v5 FC°nirociors Cer. No. ScalNone Rev 0 — 2/16/-09 y�t e: 1,0nUUGLU1b telephone Na.