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HomeMy WebLinkAbout203 Hidden Lake Dr (4)ECIPOVE CITY OF SANFORD BUILDING & FIRE PREVENTION 4N 1 2010 PERMIT APPLICATION BY. - Application No: Documented Construction Value: $ ub lCob v Job Address: 263 14i aAe+t Lake Zit. Historic District: Yes ❑ No 0 Parcel ID: 10.20. 30 •50q - ooOd - cord Residential ® Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: P.3al L ]��e_r_1V, Gow.Pl�-1►�,,,. / 1 ,eX*.c_ otd2 13-PSo2T03 Plan Review Contact Person: !bEae%'c_ Title: Phone: yam. toys - L15G5 Fax: Email: 'Lw� Property Owner Information Name 6 Vl C-` , I Phone: 32t - 29Cc- 5tr1(P Street: Resident of property? City, State Zip: U lj f i�, 3 4:UZ. Contractor Information Name Phone: �-107 - 4Y38 - gcoG 5 Street: tt5o r__ 6i,c2 Fax: `401 -^57 - T455 City, State Zip: �C:S: i z �, +1 3 N7qq State License No.: CMG 1 L-1571 1d Architect/Engineer Information Name: Phone: L4or7 - 4.25 - L%002 Street: 1-61 Zol»,.-_ S' Fax: City, St, Zip: Oaa6--gU . 741 3 2 TOS Bonding Company: Address: E-mail: Mortgage Lender: Address: 4 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE.. JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5th Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be don in compliance with all applicable laws regulating construction and zoning. Sibature of Owner/Agent Date a of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date GIINI J.TOMiASONE r' MY COMMISSION �= Fr 192350 �•. �•ta, EXPIRES: Match 14, 2019 Bonded i'hru Notary Public Underwriters Print Contractor/Agent's Name /(7 of Notary -State of Florida Date Jerome A r NOTARY PUSUC STAVE OF FI.ORIOA Comte* FF911B25 F-vires 9/11/2019 Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID ycy- L l BELOW IS FOR OFFICE USE ONLY Permits Required: Building R Electrical R Mechanical ❑ Plumbing❑ Gas ❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: �%r -1�6UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: SF' 2 - 1- t$ Ok to install 392 square foot pool and 330 square foot deck as shown on plan. Meets area and dimension regulations for the SR-1A zoning district. Revised: June 30, 2015 Permit Application SCPA Parcel View: 10-20-30-504-0000-0010 Page 1 of 2 NRA % S[rswd.c cOunrrv, n.orvni. Parcel Information Property Record Card Parcel: 10-20-30-504-0000-0010 Property Address: 203 HIDDEN LAKE DR SANFORD, FL 32773 Parcel 10-20-30-504-0000-0010 Owner SHELLY ALLEN LLC Property Address 203 HIDDEN LAKE DR SANFORD, FL 32773 Mailing 1809 E BROADWAY ST STE 403 OVIEDO, FL 32765-8597 Subdivision Name RAMBLEWOOD UNIT 2 Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions Value Summary 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value $104,869 $98,901 Depreciated EXFT Value $600 $600 Land Value (Market) $23,000 $23,000 Land Value Ag Y Just/Market Value " $128,469 $122,501 Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $0 $0 P&G Adj $0 $0 Assessed Value $128,469 $122,501 2017 Tax Bill Amount Tax Estimator Save Our Homes Savings: Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $128,469 $0 $128,469 !� Schools $128,469 _ $0 $128,469 _ _ _ _ City Sanford $128,469 $0 $128,469 SJWM(Saint Johns Water Management) $128,469 $0 $128,469 County Bonds $128,469 $0M $128,469 Description Date Book Page Amount Qualified VaGlmp WARRANTY DEED 8/1/2017 08980 0371 $55,000 No Improved QUIT CLAIM DEED 3/1/2017 08883 1245 $100 No Improved WARRANTY DEED 5/1/2003 04826 1171 $134,500 Yes Improved QUIT CLAIM DEED 2/1/2000 03802 0086 y $28,500 No Improved QUIT CLAIM DEED 11/1/1999 03756 1718 $28,700 No Improved SPECIAL WARRANTY DEED 2/1/1999 03623 1625 $60,500 No Improved SPECIAL WARRANTY DEED 2/1/1999 03623 1623 $100 No Improved CORRECTIVE DEED CERTIFICATE OF TITLE QUIT CLAIM DEED 5/1/1998 12/1/1997 ! 6/1/1989 03424 03337 02080 1989 ; 1766 0443 v $100 $100 $100 No No No Improved Improved Improved ` , ` Page 1 of 2 (11 items) [11 2 http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID= 102030504000000 10 1 / I 1 /2018 Detail by Entity Name Page 1 of 2 Florida Department of State Jl`Is1of1 Uf �i0,<'_p [ -iJ,,j1 ) Department of State / Division of Corporations / Search Records / Detail By Document Number / DIVISION OF CORPORATIONS http://search.sunbiz.org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=Entity... 1 /11 /2018 RAYMOND.S CUSTOM POOLS AND SPAS. i 1150 E. Lakeshore Blvd. Kissimmee, Florida 34744 Phone: 407-908-4555 Fax 407-957-9455 State Certified Pool Builder CPC 1457170 SW 4M NG POOL CONTRACT FOR: Stt�tl.t Rll'., llt Home Address: Job Address: fc. City:L _State:_FiZip: Lot: 1 Block:Lm r 11 P - 2-1 jr PG:_ Home Phone Number: Subdivision: Work Phone Number -MI - 296- b 1 `? Co County: s ew.a•.�► _ Max. Widths Max. Length: -a Depths:_ Per Ft: — Sq. Ft.: ��C4yn nC tl�et L - - GENERAL Standard Eng. Plans and Pool Permits Public Liability, Property Damage & W.C. Insurance during pool construction. Initial Equipment Start up Service and complete Professional Instructions. Test Kit, Leaf Skimmer, Thermometer, Telescopic Pole and Brush. EXCAVATION TYPE: REMOVE DIRT: REMOVE STUMP: REMOVE FENCE: REMOVE CONCRETE: OTHER: Raymonds Custom Pools and Spas is not responsible for any damage done in access area over which equipment must travel. PLUAING All pool piping Schedule 40 PVC 2 '/2" Suction lines / 2" Retum Valves as required for operation_ Main Drain pluming w/grate Automatic surface skimmer ✓ Return lines -IT OTHER New 7(u DECIONNG TYPE: ram..«--t— COLOR: .,,,,.1, RISERS: TOP EXIST: DECK DRAINS: FOOTERS: BORDERS: OTHER: }a. A.A ELECTRICAL Electrical hookup of filter pump and underwater light including required conduit and waterproof time clock. Footage included in contract_' Ground fault Interrupter(GFI) ✓ OTHER Electrical panel change and or relocation of overhead or underground wires if required by local code by owner,. Tile TYPE: ic4" )ZvST SPA DAM WALL: ► ./ti GLASS BLOCKS: STEP TILE: Q0 COPING: OTHER: INTERIOR FINISH TYPE: sa,-- COLOR: ut^, +� /3 LC- s� OTHER: —� EQUIPMENT 1, FILTER: SIZE: V- PUMP HP: Qty:�_ BOOSTER PUMP; SANITIZER- OXIDIZER: 'b POOL LIGHT: POOL VAC.: PJA IN FLOOR: HEAT PUMP: IIZE: HEATER: PE-- OTHER: 3 year Limited Warranty n parts. 1 year on labor. Heat Pumps 1 year warn ty Gas line and hookup for pool besi er is the responsibility of the Owner (Buyer) WATER FEATURE: ROCK COPING:___j ROCK WORK: LIGHTED FOUNTAIN FIRE FEATURE: PLUMBING R DAM WLL LE NUMBER OF BLOWER HP: SPA LIGHT:_ OTHER SPA Raymonds Custom Pools and Spas will not repair sprinkler systems, sod or landscaping. Buyer must furnish electric and water to contractor prior to and during construction. Buyer is responsible for access to pool site, termite treatment and as -built surveys that may be required Change order fee: Then will be it $MOO fee due on all addendum after construction plan is approved and signed by homeowner and due at time addendum is signed. Barrier Law: Barrier law requirements are the responsibility of the homeowner. Failure to comply with this law, wbicb probibits Raymonds Custom Pools atsd Spas from obtaining final inspection, will result in cancellation of all pool warranties and possible legal action. Completion to be within qD workable working days after excavation, barring time delays beyond Raymonds Custom Pools and Spas control. No additional work shall be done without prior written authorization of Buyer- Any such authorization shall be on a contract change form detailing the agreed terms and reasons for such changes, anti shall be approved by such parties. Pool is deemed to be complete_ d upon plaster: PAYMENT SCHEDULE r CASH CONTRACT PRICE: $ t4 f Sao . 0 (1) 30% AT EXCAVATION N !/T Down Payment: $ 7 (Z) 35% At Gunite Property Damage & W.C. COLOR: c , BOOSTER PUMP Insurance during1 poo RISERS:_ �/ SANITIZER:ter-1-- -' construction. Initial TOP EXIST: �'� OXIDIZER: , Equipment Start up Service DECK DRAINS: au! POOL LIGHT: r�4 and complete Professional FOOTERS: Instructions. Test Kit, Leaf ,,. BORDERS: POOL; VAC.: WA Skimmer, Thermometer, OTHER: 'P—A.A IN FLOOR: Telescopic Pole and Brush. HEAT PiJMP: 1�:_ ELECTRICAL Electrical hookup of filter pump and underwater HEATER: PE:_ OTHER: EXCAVATION light including required conduit and waterproof TYPE: time clock. Footage included in contract_ Ground fault Interrupter(GFI) 3 year Limited Warranty on parts. I year on labor. REMOVE DIRT: REMOVE STUMP: —�` OTHER Heat Pumps I year warranty REMOVE FENCE: Electrical panel change and or relocation of overhead or underground wires if required by Gas line and hookup for pool heater REMOVE CONCRETE: local code by owner,. is the responsibility of the Owner OTHER: (Buyer) Raymonds Custom Pools aad Tile CUSTOM WORK: Spas is not responsible for any damage done in access area ,, TYPE: !a x 1�VSi WATER FEATURE: over which equipment must SPA DAM WALL: ,../w ROCK COPIlVG: travel. GLASS BLOCKS: ROCK WORK: STEP TILE: Qv�' LIGHTED FOUNTAIN: COPING: FIRE FEATURE: PLIM&qG OTHER: . ,/•t SPA All pool piping Schedule 40 PVC SIZE: 2 %:" Suction lines / 2" Return INTERIOR FINISH PLUMBING RUN: Valves as required for operations TYPE: �►�� ' DAM WILL LENGTH: Main Drain pluming Wgrate .r Automatic surface skimmer ✓ COLOR: uY•: � /3 �� s� NUMBER OF JETS: srowER UP: Return lines rS OTHER:�!^ SPA LIGHT: OTHER OTHER fJe,� 7(uWixvc Raymonds Custom Pools and Spas will not repair sprinkler systems, sod or landscaping. Buyer must furnish electric and water to contractor prior to and during coostructiom Buyer is responsible for seem to pool site, termite treatment and as -built surveys that may be required. Change order fee: There will be a $250-00 tee due on all addendoms after wastraction plan is approved and signed by homeowner and dtje at time addendum is signed. Barrier Law: Barrier law r4 quinments are the responsibility of the homeowner. Failure to comply with this law, wbicb probibits Raymemb Caste® Pools and Spas from obtaining final inspection, will result in canedlation of all pool warranties and possible legal action. Completion to be within qd workable working days after excavation, barring time delays beyond Raymonds Custom Pools and Spas control. No additional work shall be done without prior written authorisation of Buyer. Any such authorization shall be on a contract change form detailing the agreed tests and reasons for such changes, and shall be approved by such parties. Pool is deemed to be completed upon plaster. PAYMENT SCHEDULE CASH CONTRACT PRICE: $ l4 r 160 - CO (1) 30% AT EXCAVATION Down Payment: $ 2115 Gu • or(2) 35% At Gualte Balance Due: $ t 'i . L40b .0 (3) 30% At Tile To the Buyer. For your protection, all checks must be made to Raymonds Custom Pools and Spas to ensure tha leases, warranties and guarantees granted to you under this contract are met. PLEASE IN THIS AGREEMENT IS SUBJECT TO ARBITRATION UNDER THE COMMERCLAL A14B N RULES OF THE AMERICAN ARBITRATION ASSOCIATION. PLEASE NOTICE OF RIGHT TO RESCIND: Pursuant to section 520.72 FLORIDA STATUES, you have the right to resc' d this contract. To exercise this right you must give written notice of your decision to rescind to Raymonds Custom Pools and Spas be sither certified mail or registered mail on or before midnight of the third business day following the execution of this contract. C(iiafter recission period will require a S1,500.00 fee. PLEASE n i -- u_� a_ n......... r%,...,.t ..:.». N.:. nnnfrurf Iwfnro vnvi rwart it nr if it enntainc nnv hlank 3nacer, you are ehtitled to an exact copy of the contrad you have signed. Do not sign this contract until you have read in full and tmderstaad the additional terms and conditions to this contact which are contained on the back of this document, and all of the representations made orall and included herein, aad that no oral representations have been made except herein t Submitted by: Accepted uB--i�""-rv=ram=T t �,u�✓,r�rrau ds� �������u�wiir� ",$Go+I"IE2ACtw ELECTRICAI/��f}�C j'2Z.�� d' -�'2'L G� LICENSE # �<2- PLUMBING �R �.ro-�� CGt k, LICENSE # CPC_ / 9 r7) 76 MECHANICAL LICENSE # OTHER LICENSE # Department Date Initial Comments Community Development Fire Department Building Department Public Works Fire Sprinkler System Required MYES ONO SQUARE FOOTAGE: Apply 50% Reduction to Fire Impact Fee []YES ONO Are trees to be removed? 0 Yes El No If yes, a separate arbor permit application must be submitted. Is the proposed development parcel in the Special Flood Hazard Area (SFHA)? DYes El No If yes, a floodplain determination must be submitted. Owner/Agent (Please Print) Owner/Agent (Please Sign) The foregoing instrument was acknowledged before Me This Day of 20 By Who is personally known to me and /or has produced as identification and who did (did not) take an oath. Notary (Seal) Contractor (Please Print) Contractor (Please Sign) The foregoing instrument was acknowledged before me This Day of 20 By Who is personally known to me and/or has produced as identification and who did (did not) take an oath. Notary (Seal) Application is hereby made to obtain a permit to do work and installations as indicated. (State Law requires construction to be performed by licensed contractors. Exemptions to that law may apply). I certify no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for other work to be performed. NOTE: Any commercial or residential building undergoing a change of use of the property will require a site plan review and approval prior to issuance of a Building Permit. AgenciMlPu'FiMidUlding codes are required to state, additional permits may be required from other governmiWifif�VitAIAIlgui`li 'iWM'ulern iiiiL4 "ee-Ab rciiei!�-State Agencies or Federal Agencies as required by State and Federal law. Page 2 of 2 g2Pg J s0W3mlqCJffauffZd POWER OF ATTORNEY Date*/—?,:Z/ I hereby name and appoint lDcrric :W_Mon of to .be my lawful attorney -in -fact to act r me, and apply, to the Building Department for a s permit for work to be performed at a location described as: Parcel ID #: Section Township Range Subdivision Block Lot (15 Digit Parcel Number) Subdivision Name: Owner of Property: Q r Project Address: ` Ci : Zip Code: and to sign my name and do all things necessary to this appointment. Omar Hernandez EC13005326 (Contrac or Name) (Ty or nt) (Contractor's License Number) or Signature) The foregoing instrument was acknowledged before me this day of jVZ" K of 20, by &A -A A -4 L4 -A who is personally known to me or who produced as identification and who did not take an oath. 2"VC / Seal XINFENG YAO Notary Public(PrinYname) - MY COMMISSION # FF 207970 . =*� *: ` a EXPIRES: July 4, 2019 Bonded Thru Notary Pubru: Undervmters Notary N Iic (Signature) a ►NTING THE SENSORS sure that the arrows of each sensor are pointed towards other. Using:either the double -sided tape or the screws ded, mount the sensors so that they are less than inch from each other. Sensors must be mounted flush in it and depth, so with some doors or windows, special im fitting may be necessary. Please make sure that the I portionof the magnetic sensor is mounted on the noving portion of the mounting surface and the ialone sensor is mounted on the door/gate. (See Fig. WARNING! THE SAFE POOL ALARM IS EXTREME. LOUD WHEN ACTIVATED. FOR YOUR SAFETY, NEVER PLACE THE UNIT CLOSE TO YOUR EARS. TO TEST THE ALARM, ALWAYS USE EAR PROTECTION AND DIRECT THE UNIT AWAY BEFORE TESTING/ACTIVATING THE ALARM. I.6) IT IS PROHIBITED BY LAW TO REMOVE THE INSTALLED NTING OUTDOORS ON WOODEN GATES ALARM AFTER IT HAS PASSED INSPECTION ! I the provided mounting ate printed in this MOUNrrNO ouTDooRs _ Important Warranty Information: tal, mark the position of ooNV=WN A dated proof of purchase is required for warranty service ;rew holes on the W mounting surface. he screws onto the = s Customraer�Service Ming surface with 1-888-8TECHKO(1-888-883-2456) ixlmateiy 1/8 inch of OR Website:'wwwaechkornaid.com d remaining. Slide the t ver the screws and D e the unit by pushing Fig. 5 inward as shown in Fig. 5. You may need to adjust the screws ds or away from the mounting surface to provide a more secure tke:sure.that the arrows of each sensor are pointed in the same ion. Note: Wooden gates do not require the sensor housings. NTING OUTDOORS ON METAL GATES I the provided zip ties, i the alarm body to the ANGUMMvcovmoorts ON METAL GATES gate frame. (See Fig. 6) t I a small flat head a' rdriver, gently pry open cessed sensor spacer sensor housing. ( Fig.6) sure that the arrows' of direction as the sensor Fig. 6 no before placing the magnetic sensors inside the sensor ng. Note: Metal gates may interfere with the magnetic sensor on. Use spacers provided to ensure sensors operate properly. 'e the sensors using the zip.ties onto the gate frame. Make hat the sensors' arrows are pointed #owards each other and fe sensors are less than'/a inch apart. pq wka � ,� �r fk' j■���/®�� `��' ''a rr r ,� "avtp �, r�`." ��u 5°dxd¢�,.'r"" � tG.wdir ",��. ��5. n the alarm volume becomes low, or the unit does not ace normal °alarm, sound, the red light will illuminate, nust,replace the 9-volt battery. Safe Pool's plastic parts resists ultraviolet rays from t sunlight:exposure. However, slight discoloration time is normal. Mfg. By TEaw 11 Marconi Street, Irvine, CA Q618 MAID IN CHINA USA Patent: No. 5473,310 NOTICE S" ;oa epool TM Model is 9sxNFORD Y OF RECORD COPY Building & Fire Prevention Division FIRE DEPARTMENT PERMIT CONDITIONS Application #: 18-385 Address: 203 Hidden Lake Dr Description of Work: Pool — Replace Expired Permit #05-3898 These comments are provided for the permit listed above only. This sheet must remain with the approved set of plans and be made available to the inspector at the time of inspection. All conditions must be met and strictly adhered to. Scope of Work: Replacing Expired Pool Permit — Completing Deck and Pool Notes: 1. The Pool Shell, Electric and Plumbing Underground has been certified to meet current code by the design professional of the plans (as indicated on the plans) 2. Complete inspections required: Main Drain Piping Bonding Grid Pool Deck Child Safety Act Final Pool Plumbing Final Pool Electric Final Pool #1 8- 385 ,A 6'P-DING SANr-ORD If you experience any difficulty, please call 407.688.5150 for assistance. d) Sanford Building Department ,F D� Residential Pool Supplemental Page This document must remain with the approved plans Notes for Inspector & Contractor A 15 or 20 amp general purpose branch circuit supplied receptacle is required between 6-20 feet from the inside wall of the pool, GFCI protected as required. FBCR E4203.1.2 Equipment manufacturer installation instructions are required on site for inspections All equipment must be secured to a concrete pad Inspections • It is the contractor's responsibility to schedule the correct procedures in the required order Inspection Order and Descriptions Main Drain Piping inspection is an open -ditch inspection to inspect all plumbing lines outside of the pool shell and must be scheduled/approved prior to the deck inspection. Pool Bonding Grid inspection must be scheduled prior to the deck inspection. This inspection is required for the equipotential bonding. All components must be exposed. Deck inspection is required for any footers and deck prep. Deck surface must be flat and free from vegetation and debris, ready for the installation of the deck. Safety Act Inspection — window/door alarms and/or any fencing must be installed. Pool cannot be filled prior to this inspection. Final Electric and Final Plumbing Inspection — required once all electric/plumbing components are operational Final Pool Inspection — Pool is ready for use L0MV a # 1 8 - 3 8 5 ',I M city of r.SANFORD F}A� t3tNArtsMt�tt Date t2,1 R1 l I Property Address Lot -1 Building & ,dire prevention Division Residential Pool 1 Spa / Hot 'Tub Safety Act Subdivision Requirement 1 hereby acknowledge that failure to equip a new residential swimming pool with at least one of the following pool safety features as required in Section 515.27, Florida Statutes, shall constitute a misdemeanor of the second degree, punishable as provided in s. 775.082 or s. '775.083. 0 The pool must be isolated from access to the home by an enclosure that meets the pool barrier requirements of s. 515.29; 0 The pool must be equipped with an approved safety pool cover, 0 All doors and windows providing direct access from the home to the pool must be equipped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; or 0 All doors providing direct access from the home to the pool most be equipped with a self -closing, self - latching device with a release mechanism placed no lower than 54 inches above the floor. Company Name: �,�yrnonc�t �,��u+1 ►�dlS Address: 115p t L&PALcAe %UZ License No: C?c 14511-70 Phone No. LLss5 goof Contractor �B,Witi G 1�1yw.o-s� Printed Name of Contractor �~ �vILD//�0 SANF+ORD I hereby acknowledge that the above referenced contractor has furnished me a document containing the requirements of Chapter 515, plorida Statutes, and a copy Of the publication produced by the departmenunder s. t 515 .1 at provides information on drowning prevention and the responsibilities of pool ownership. �- n�-t Hate: i ICI 1-7 of Owner AA Printed N L1� e of Uvvtter June 2014 SWIMMING +`ak - PROJECT SHELLY t 203 HIDDEN "'ti ,-'. , r �(JI '?rit1AE..�,i..rVi(C).J1.) .`�'Vit li. C.;C'C+�r:j!1^ r•r is,a� :.�} t;r'Jrf.� Jge s. �' .)r,',;rti f! -`!f,}! - _ I - ,� ~ry#.. r(1 F' !a(�. �:. PS f.',,.` -r. i.` „r tt,..i. f'Jtil ���- Y Y. •J l 4:. 1 bc.ed v. toot re.0 .F, t FLOOD t ! LURANV -RJX AV, . K00 r .i.RAN 1,, RATE M .. Seriu so!e y i r �._ r tn:. r Pats=a+i r . ter t?• 4 G 70 F, :bsi qatet: 0?/' 9/3e,W7, t :,:.^,^,ear from n sra Ong n _oc^. mu th l the ;ond €3C ,eed hhrnOn- is ?r, 1,W'1 to be !R 'me ti ,ARc;A. 1.i' ".tINUAi. i...00IDIN!Zi »d VEJ,(. -Mcp is not a survef me no fesbgn D .t: t9 tol on for he ;nt _. rrotton co 1 r+.d in 4 the ozcLr ry of th �Jh O:e rn}ereniL,na mo r W ro c�arr-s a rr. dig a. a: ; rr. r gh. s u -case s n 2 UE Cr+n �a 1. .M t'E .! ^'G Ctl'lGA G., .hE J. Jet S7., ,f Lr.t f3ning S P,C CC3i Jr, "Ft = e. .:. '?u3 *..,r vr,'iar bn> nLt aGQ'Ch e' In^.?,:btu". '^Cnr (r• u`i :- iwCre. C. .r.n 3.1 ^:a.r5 n.0 Onn icr anmant '7h;. x b Qr wJy^+, Y:7 a a':'�SG 7n n6:� rt L Or a- Mr :"'•f.Mt St��.UrnM 5 r'1e.^"v rn . four, n t.'10 QV (- feCC 6tr4 L GL £ r �h,9 rescurcF wos. nct a!s'uaea 7n tae icsx ci ner�.r. of .`•.s Crr "i+e rvo ne 1i"Icnze .cevrecy lu'. br-:^ticry d:m entr=a�.o a- t•w�. reraan A. CA• QT- 4.tT ti-t Sr CAP. N T ��Eut E 4 G'vi tt 0.3 � y CPIPNER wf T { LAKE MARY FL, 32773 x,;C 'si;^t 2c..a tip-✓,j r E"uy ,+ t`r '. e Le.}Q (r-. I'7S :O'1' A^ ale '.. �1LT •ITC r:;,r tftt [. - 5 Art Lo�qm'rf` W ��d F eR 3'C• f ur, .ijfe5 W C r r c 2ock ho; PT F to i of rt} *:cy •'; F $rt of t rsr ctcf;. i t,y Ss e..^aiv' t5t E f r4 t3 ✓ Wt :T{ 7 tj4 l! r 1n !xe et. nrrst 7 :':h k�Tz1 L�.f,.::yg5` �'`�. - !f'X� v✓r �-oa:.i,+Of 4 { t `,�: f '.,;rirt+.uv'un.,; G'•.er e c"t_'1 ti: r_.t.s 4 yitg +'volt': z cr P'ot C nf. ARCHTECTURAL PLAN t11 $ Z "am• V 6e J Pool: 28' X 14' Pool Area: 392' Per: 80' — ' Depth: 3' x 5' IA: Spa: Ok to install 392 square foot pool and 330 1 Spa Area: Jets: square foot deck as shown on plan. Meets area Access: and dimension regulations for the SR-1A zoning Backhoe: 8' Bobcat: district. Fence: 1-section Equipment: Filter:.90 Cartridge Pump: 1.%" hp 01 V I %-1i" Mfr. Hayward Model: Super 11 A PERMIT ISSUED SHALL BE CON TRUED TO BE A Valves: (0) P/P, (0)1-wy, (2) 3-wy Jandy LICENSE TO PROCEED WITH THEW RK AND NOT AS Heater: 0 (Size): _ kbtu AUTHORITY TO VIOLATE, CANCEL ALTER OR SET Ozonators: 0 Chlorinator: 1 EXISTING , . A$lNY OF THE PROVISIONS OF THE TECHNICAL F� NOR SHALL ISSUANCE OF A PERMIT PREVEN Finishes: THE BUILDING OFFICIAL FROM HEREAFTER Deck Area: 330 sff Patio Area: REQUIRING A CORRECTION OF ER ORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Pads: D.O.D.: 00' ft 3 in 13 ft 2 in 27 ft 5 in Risers: 0 Turndowns: 0 Sleeves: 2 - VB 0-BB, 0 - UMB -.: L,° /,'N Interior: Plaster ( yes Deck: Pavers ( yes EXISTING CONCRETE DECK Tile: Standard ( yes N r - Rock Type: Plumbing: / I \ Skimmer: 1 Drains: 2 Returns: 4 AWL: 1 Vac Line: 1 Cleaner: 0 4 ft 2O ft 3 ft V Therapy: 0 Location: LV_ N Features: Electrical: Light: 1-300w (blue) FiberOpt: 0 Brass: ( ') J-Box: 1w/ outlet Light mod. 1 Motor mod: 0 REVIEWED FOR CODE COMPLI Ct nj - � 35 ft Features: 28' PLANS EXAMINER' DATE `C0AfMI1T ®/I/L,y 5' 3' v SANFORD o�p �. ARC"' #'I8_3a5 . Q 14�✓�sF.,o /A//y l a� " d a • d a. a 1 3 d d ..a a SKIMMER (LOCATION VAIRES) • u � d Qa d d a a o i M I a 0 4" CONCRETE DECK AROUND POOL OVERFILL COMPACTED IN 12" LIFTS TO 95% M.P.D. —DRAINS (SEE SHEET 3) 2 1 STAINLESS STEEL ! _ SLOPE BREAK LINE GRABRAIL AND RECESSED ! (LOCATION VARIES) STEPS OPTIONAL I I u d . 4 d TYPICAL POOL PLAN (SIZE AND SHAPE VAIRES) NTS VARIFS . d a PROVIDE EXPANSION JOINTS @ 10' MAX IN ANY DIRECTION '11 POOL PERIMET 0 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�� ■■■■■■■■■■■■■■■■■■,i iI :��■■■■■■■■■■■■�� • ' 1 ... 1 1 151112111., ■■■■■■■■■■■■■■■_�� n;quinLmun i a SECTION 1 NTS 0 `J 4" CONC DECK I a I 1 #3 BAR. GRND CLIP d 1" SCH 40 PVC CONDUIT FOR—/ 4 ELECT WIRE + GROUND d a 1 4" GUNITE ��V OR SHOTCRETE SHELLS a !,' SKIMMER B DETAIL N CERAMIC TILE CAULKING Q MARCITE PLASTER FINISH o, v PVC OR ABS MAIN DRAIN POOL BARRIER REQUIREMENTS THE POOL SHALL BE PROVIDED WITH A BARRIER. THE TERM "BARRIER", WITH RESPECT TO A SWIMMING POOL, MEANS A FENCE, DWELLING WALL, OR NON -DWELLING WALL, OR ANY COMBINATION THEREOF, WHICH COMPLETELY SURROUNDS THE SWIMMING POOL AND OBSTRUCTS ACCESS TO THE SWIMMING POOL, ESPECIALLY ACCESS FROM THE RESIDENCE OR FROM THE YARD OUTSIDE THE BARRIER. IN THE CASE WHERE A WALL OF A DWELLING THAT CONTAINS A DOOR OR WINDOW SERVES AS PART OF THE BARRIER, ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH AN EXIT ALARM THAT HAS MINIMUM SOUND PRESSURE RATING OF 85 DB A AT 10 FEET. ALARMS SHOULD MEET THE REQUIREMENTS OF UL 2017 GENERAL-PURPOSE SIGNALING DEVICES AND SYSTEMS, SECTION 77. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH ASELF-CLOSING, SELF -LATCHING DEVICE WITH A RELEASE MECHANISM PLACED NO LOWER THAN 54 INCHES ABOVE THE FLOOR. THE TERM "BARRIER" MEANS, WITH RESPECT TO A PORTABLE HOT TUB, A LOCKABLE COVER. 8„ SEAL: 2r- 00 , 2 #3 BARS A DETAIL NTS UNDERWWATER LIGHT w/LENS LIGHT FIXTURE TO BE G.F.I. PROTECTED, 120V w/ 100- 100-250W HALOGEN BULB #3 BARS @ 12" O.C. EW CENTERED EXCEPT WHERE POOL IS NEAR BLDG SEE SHEET 2 FOR SPECIAL REINF REQUIREMENTS 2 SECTION 1 NTS 8" TO 10" ANTI -VORTEX COVER TO POOL PUMP (SEE SHEET3) PROJECT IDENTIFICATION THIS PLAN IS FOR CONSTRUCTION ON PROPERTY AT cZ0.3 //v,04W 4AKO 4,21vE _ 4RKE mim y f/- NO RESPONSIBILITY IS ACCEPTED BY RICHARDSON ENGINEERING FOR ANY OTHER LOCATION. LOCATION OF PROJECT IS REQUIRED PER DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION RULE 61 G1.16.004 REQUIRING PROJECT IDENTIFICATION DO NOT MASTER FILE THIS DRAWING RICHARDSON ® ® ENGINEERING SEALED BY RICHARD B. RICHARDSON, P.E. 131 ZELMA STREET ORLANDO, FLORIDA 32803 (407) 425-4002 LIC#: 00012380 ID#: E826251 COPYRIGHT © 2015 RICHARDSON ENGINEERING ALL RIGHTS RESERVED PROJECT: m.3 7Q dei✓f� CLIENT:3 LLEA/ Lk JOB#: v DATE: _11-17 SHEET: DRAWN BY: R.E. =I #3 at f @ 12" D.C. ® EW #3 @ 6" 0. C. EW NOTE: EXTRA REINFORCING SHALL CONTINUE FOR ONE POOL DEPTH DISTANCE #3 BARS @ 6" O.C. E.W. 2'-6" MIN 4" GONG. WALKWAY a 5" EQ / SECTION AT POOL NEAR BUILDING ES: 1. POOL SHALL BE CONSTRUCTED IN CONFORMANCE WITH FLORIDA BUILDING CODE 2017, 6th ED 2. ALL REINFORCING ASTM GR 40. 3, GUNITE WALLS TO BE PNEUMATICALLY PLACE, GRADE B' 2,500 PSI AT 28 DAYS OR MACHINE MIXED WITH EQUAL STRENGHT THIS DETAIL SHALL ONLY BE REQ'D WHEN DIMENSION IS LESS THAN ONE POOL DEPTH EXISTING STRUCTURE EXISTING FTG PROVIDE SHEET PILING BETWEEN POOL EXCAVATION & BLO IF NECESSARY TO PREVENT UNDERMINING OF EXIST STRUCT. (SEE NOTES) LINE OF UNDISTURBED SOIL ANGLE OF REPOSE 4, ALL LADDERS, HANDRAILS, ETC GROUNDED WITH #8 8, CHILD PROTECTION FENCING OR ALRMS AS REQUIRED INSULATED WIRE TO STEEL IN HULL. BY FLORIDA BUILDING CODE - RESIDENTIAL 2014 ED 5. SOIL SHALL HAVE 2,000 PSI ALLOWABLE BEARING AND CURRENT NEC. PRESSURE 9. RICHARDSON ENGINEERING IS ACTING AS A SPECIATY 6. DO NOT DRAIN POOL WITH HIGH WATER TABLE ENGINEER FOR POOL AN OTURNDOWN DETAIL ONLY 7. PROTECT POOL EXCAVATION NEXT TO EXISTING FOUNDATION FROM RAIN WASHOUT IN LINE OF UNDISTRURBED SOIL CAN NOT BE MAINTAINED SHEET PILING IS REQUIRED TO PROTECT FOUNDATION. CONTACT ENGINEER FOR DESIGN OF PILING SYSTEM 4 4vis ee I - y-1 s F WATER LINE c SWIM0UT-® W e Q N E YR SWI OUT DETAIL SEAL: 5" SEE SECTION FOR REINF 2 REQUIREMENTS. UNDISTURBED SOIL NOTE: INFORMATION SHOWN ON THESE DRAWINGS ARE MINIMUM REQUIREMENTS. THICKNESSES OF CONCRETE MAY BE INCREASED AT THE CONTRACTORS DISCRETION ®®RICHARDSON ® ® ENGINEERING SEALED BY RICHARD B. RICHARDSON, P.E. 131 ZELMASTREEf ORLANDO, FLORIDA 32803 (407)425-4002 LIC#: 00012380 ID#: EB26251 COPYRIGHT © 2015 RICHARDSON ENGINEERING ALL RIGHTS RESERVED PROJECT: CLIENT: , JOB#: DATE: / DRAWN BY: R.E. SHEET: 2 OF 4 1,: i ��'; a■- � = i�- ._'� ' j �. ; - ! :`I♦ a 3i 1 . zr-s. } y � s : i � s � i a 'e � T +`� MAIN DRAIN ASSEMBLY (2 PLACES) MAIN ®RAIN SUCTION PIPING 31 NNTS MAIN DRAIN ASSEMBLY (2 PLACES) ALTERNATE SUCTION PIPING NTS SEAL: )N 1 W, CONSTRUCTION AND WORKMANSHIP SHALL CONFORMANCE WITH REQUIREMENTS OF VSPI-4 THROUGH 7 & FBC 2017, 6th EDITION. LNUINEERED DESIGN ALSO INCLUDES SPAS WHEN DEPTH EXCEEDS 5' SEE SWIMOUT DETAIL REINFORCEMENT SHALL CONFORM TO THE APPLICABLE ASTM STANDARD LISTED IN ACI 318 SUCTION ENTRAPMENT AVOIDANCE SHALL CONFORM W/ ANSI/APSP 7. CONTRACTOR SHALL SUBMIT HYDRAULIC CALCULATIONS FOR PUMP SIZING, PIPE SIZING, FLOW RATES AND MAXIMUM VELOCITY RATES TO SHOW TECHNICAL COMPLIANCE W/ SUCTION ENTRAPMENT SAFETY STANDARD. A TIMER IS REQUIRED. PROVIDE CLOCK 2011 NATIONAL ELECTRIC CODE - NFPA NEC-70 ALL BONDING AND GROUNDING NOTES ARTICLE 680 (ALL) SHALL COMPLY WITH 4242.17.1 THROUGH 4242.17.15 FOR BARRIERS DO NOT MASTER FILE THIS DRAWING JbIgH RICHARDSON ® ENGINEERIl�TG SEALED BYRICHARD B. RICHARDSON, P.E. 131 ZELMA STREET ORLANDO, FLORIDA 32803 (407) 425-4002 LIC#: 00012380 ID#: EB26251 zao� — COPYRIGHT © 2015 RICHARDSON ENGINEERING ALL RIGHTS RESERVED PROJECT: CLIENT: kxyisf-o I - q -/g JOB#: /'%De SHEET: 3 OF 4 DATE: DRAWN BY: R.E. 2-#3 CONT TOP CL FTG � I i �2-#3 CONT TOP zi ° .d ED M °d #3 BAR w/8" HOOK @ 4'-0" O.C. (6'-0" LONG) #3 BAR @ 4'-0" O.C. GRADE q '\ o COMPACTED SOIL 2-#3 CONT TOP 1'-0" Lu 0 c� M SECTION @ 24" TUN N + 4" DECK SCALE: t" = 1' FTG ..e. °i z dd. c 0 4 a � T r °• d GRADE �+ co COMPACTED SOIL ll 2-#3 CONT TOP 1'-0" Lu M FTG � � r N *� GRADE COMPACTED SOIL 2-#3 CONT TOP SECTION @ 18" TURNDOWN + 4" DECK SCALE:" = 1' FTG — 2-#3 CONT TOP GO - GRADE *' - r COMPACTED SOIL q \ a q 2-#3 CONT TOP 1 �-0- W 0 c� M SECTION @ 6" TURNDOWN + C SCALE: t' = 1' SEAL: SECTION @ 1 " TURNDOWN + 4" DECK SCALE: i" = 1' 1 r�l� lv7 NOTES: I. CONCRETE (GUNITE) F'C = 3000 P.S.I. MIN @ 28 DAYS 2. REBAR: GRADE 40 3. SOIL SHALL BE COMPACTED TO 11% DO NOT MASTER FILE THIS DRAWING lRICHARDSON om ENGINEERING SEALED BY RICHARD B. RICHARDSON, P.E. 131 ZELMA STREET ORLANDO, FLORIDA 32803 (407) 425-4002 LIC#: 00012380 ID#: E326251 COPYRIGHT © 2015 RICHARDSON ENGINEERING ALL RIGHTS RESERVED PROJECT: a0,3 Wioy & IA,KE�/� CLIENT: .S14y .4LL44 1-LG JOB#: DATE: SHEET: S DRAWN BY: R.E. t ii iI«ltt,^^( NOTES: i! t1 DO NOT MASTER fILE THIS DRAWIN,0 I. CONCRETE (GUNITE) PC = 3000 d ®RICHARDSON T'o ® ENGINEERING �O� P.S.I. MINIMUM n 28 DAYS SEALED BYRICHARDB:RICHARDSONP,E. �"' 131 ZELMA STREET 2. REBAR: GRADE 40 ORC(407 F'25-4 32803 ,I 002 CO LIC# OOD123801 Q25 lO# EB 26251 3. SOIL SHALL BE COMPACTED TO 95% PROJECT. ! L � If 3 ro� KE vE CLIENT: 1514-f Ly I-L6n/ A-4- G JOB#: 77 DATE: SHEET DRAWN BY: rc�4, r��> ANSI/ASP-7 2006 Specifies three methods for determining the maximum system flow rate. The following simplified TDH calculation is one of the methods specified. Simplified Total Dynamic Head (TDH) Calculation Worksheet Determine Maximum System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer 1. Calculate Pool Volume: 352. x x 7.48 (gal./cubic foot) (Surface Area) (Average Depth) (Volume in gallons) 2. Determine preferred Turnover Time in hours: (o x 60 (minutes / hour) = 36 (Hours) (Turnover in Minutes) 3. Determine Max Flow Rate: Vt ,%Z8 / 3 b'0 _ ,3 Z.-_ f � _ .o. (Volume in gallons) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rale) 4. Spa Jets: x .0--ft gpm per jet = flow rate. (Number 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 i/�L inch to keep velocity @ 6 fps max. at 1-C gpm Maximum System Flow Rate. Trunk Piping to be /0� inch to keep velocity @ 8 fps max. at 32.1- gpm Maximum System Flow Pate. Return Piping to be /L. inch to keep velocity @10,fps max. at 32.5' gpm Maximum System Flow Rate, Determine Simplified TDH: 1. Distance from pool to pump in feet: �® 2. Friction loss (in suction pipe) in I#/t inch pipe per 1 ft. @ _12.S* gpm = .!(� (from pipe flow/friction loss chart) 3. Friction loss (in return pipe) in litL inch pipe per 1 ft. @ JZ.i gpm = .1 (from pipe flow/friction loss chart) 4. Length of suction pipe 6'0 x ft, of head/1 ft of pipe .I & = TDH suction pipe 9.Soo, 5. Length of return pipe CD x ft. of head/1 ft of pipe . Ao = TDH return pipe TDH in Piping: Filter loss in TDH (from filter data sheet): Heater loss. in TDH (from heater data sheet). -� Total all other loss: — Total Simplified TDH: Selected Pump and Main Drain Cover Pump selection SA23 OSx 7ZESp using pump curve for Simplified TDH & System Flow Rate (Pump model and size in Horsepower) Main Drain Cover �l� io4yy UG�OL¢,P� (System Flow Rate must not exceed approved cover flow rate) (Make and Model) Notes: Minimum system flow based on minimum flow per skimmer of 35 gpm. Determine the Number and Type of Required In -Floor Suction Outlets: Check all that apply. 5K O 3'- 0" O 2 suction outlets @ /1.7 gpm max. flow (see note 2) I 0 O O C- 3 suction outlets @ gpm max. flow (see note 3) 0 Aquastar Channel Drain @ 316 gpm max. flow rate A & A Channel Drain @ 217 gpm w/ 2 port & 278 gpm w/ 3 ports (see note 4) 0 ERT Frc� o ` aF co PIAANCE COI1f3IZLS: VG-10 SE Description 8."Round Section Outlet,Covei ` Ratzn&s: Flaor IZi GPM Walt 72`G76kf .. Opezr Area: l=sQ-iri. Certified to CocrlPly with Section I4-04 of the Virginia Grar..me�BakerAct(VGB) Pool-& S a Saf P .ety Act Test Results can lae obfained from c.�uw Havz4ardn'et:'co�n:andlor htt�i`N/w .ns�f orJCertifiedlPooLs/ 0 .7 3/4" SUCTION OUTLET COVER WG1048E I I I a: TDH Calculation Options For each pump (— Check one ® Simplified Total Dynamic Head (STDH) Complete STDH Worksheet - Fill in all blanks Total Dynamic Head (TDH) Complete Program or other talcs. Fill in required blanks on worksheet & attached calculations. 611 SPACING BETWEEN MOUNTING HOLES 0ET02go( 0 O,j. � Oc7 s_ O E. �<7 M AI N RA114 Flow and Friction Loss Per Foot Schedule 40 PVC Pipe Velocity —Feet Per Second Pipe Size 6fbs 8 fbs 10 fbs 1" 16 gpm. 0.25' 21 gpm 0.66' 26 gpm 0.94' 37 gpm 0.16' 50 gpm 0.28' 62 gpm 0.48' 2" 62 gpm 0.15' 82 gpm 0,25' 103 gpm 0.40' 2.5" 88 gpm 0.09' .:, 117 gpm 0.15' 146 gpm 0.23' 3" 138 gpm o.09, 181 gpm 0.14' 227 gpm 0.23' ,LI�II l> Notes: 1. If a variable speed pump is used, use the maximum pump flow in calculations. 2. For side wall drains, use appropriate side wall drain flow as published by the manufacturer. 3. Insert the manufacturer's name and approved maximum flow. 4. See installation instructions for number of ports to ba used. 5. In=floor suction outlet cover/grate must conform to most recent edition of ASME/ANSI Al 12.12.8 and be embossed with that edition approval. 6. Pump & Filter make, model and location can not change without submitting revised plans and TDH worksheet. DO NOT MASTER FILE THIS DRAWING I)1N RICHARDSON ENGINEERING SEALED BY RICHARD 8. RICHARDSON P.E. 131 STREET - ORLANDN00 FLORIDAFLOAI32803 14071 425 - 4002 a '� • MaxFl® XL ­ MEDIUM HEAD PUMP SERIES Model Total Rated Service Union Dim. Number H.P H.P. Factor Voltage Connections "A" Energy Efficient Max Rated Single -Speed SP2305X7EESP* 0.95 3/4 1.27 115/208-230 1 ''/2" x 2" 13 3/4" SP2305X7EE 0.95 3/4 1.27 115/208-230 1 ''/2" x 2" 13 3/4" Standard Efficient Max Rated Single -Speed SP2305X7 0.95 3/4 1.27 115/208-230 1 '/2" x 2" 13 3/4" SP2307XI O 1.25 1 1.25 115/208-230 1 1/2" x 2" 14'/4" SP231 OX15 1.65 1 '/2 1.1 115/208-230 1 '/2" x 2" 15 %z" SP2315X20 2.10 2.0 1.05 115/208-230 1 '/2" x 2" 15 %2" Energy Efficient Max Rated Dual -Speed SP2307X102* 1.25 1 1.25 230 1 1/2" x 2" 15" SP2310X152* 1.65 1 %2 1.1 230 1 ''/2" x,2" 15 12" SP2315X202* 2.10 2.0 1.05 230 1 1/2" x 2" 16" NOTE: *ENERGY STAR certified Overall Dimensions 9.69 (inches) / , 7 8.48-- Clip Art - .C.- f{ �MaxFlo XL Pump Ctn. Ctn. Oty. Weight 1 34 lbs. 1 34 lbs. 1 34 lbs. 1 37 Ibs. 1 42 lbs. 1 45 lbs. 1 41 lbs. 1 43 lbs. 1 46 lbs. MaxFlo XL is the most energy efficient pump in its class, combining incredible economy and performance. MaxFlo XL physically aligns with the entire MaxFlo- family of pumps for seamless retrofit installations. Features such as union connections and a variety of energy efficiency single- and dual -speed models make MaxFlo XL an outstanding choice for both new pool and aftermarket installations. Applications • In -ground pools of all types and sizes • In -ground spas Features • Advanced hydraulics for increased efficiency and priming ability • Aligns with the entire MaxAo line for seamless retrofit installations ) SECTION IV. TECHNICAL DATA A. Filter' Pressure Loss Chart PRESSURE LOSS vs FLOW C. Replacement Parts • All models include 1 1/2" x 2" union connections I Item Part Number Description • Extra leaf -holding capacity basket extends time 1 98209800 High Flow" manual air relief valve between cleaning 2 190058 Pressure Gauge • See -through strainer cover lets you see when the basket 3 178553 Lid, 50, 100 sq. ft. filter needs cleaning 4 178561 Lid, 75,150, 200 sq. ft. filter • Pressure testable to 50 psi maximum 5 59052900 Locking Ring assy. • Self -priming (suction lift up to 8' above water level) 6. 87300.400 Body &ring 7 590/6200 Air Bleed Sock Kit Max -Fla A Medium Head Pumps 8 59053500 Center Core, 50 sq. -ft.' filter -- ,• " ou ru AD 90 100 •• 110 zm reeeolwa.r_ i P51 ' Flow (GPM) KEY: A. SP2307XI02 (Law Speed) C. SP231SX202 (Low Speed) E. SP2305X7(EE) G. SP237OX15 B. SP2310X152 (Low Speed) D. SP2305X7EESP F. SP2307XID H. SP2315X20 9 59053600 Center Core, 75 sq. ft. filter 10 59053700 Center Core, 100 sq. ft. filter 11 59053800 Center Core, 150, 200 sq. R. filter 12 R173213 Cartridge Element, 50 sq. ft. filter 13 R173214 Cartridge Element, 75 sq, ft. filter 14 R173215 Cartridge Element, 100 sq, ft. filter 15 R173216 Cartridge Element, 150 sq. ft. filter 16 R173217 Cartridge Element, 200 sq, ft. filter 17 178562 Bottom, 50 sq, ft. filter 18 178554 Bottom, 75 sq. ft. filter 19 178563 Bottom, 100 sq. ft. filter 20 178560 Bottom, 150, 200 sq. ft, filter 21 86202000 Drain Cap Assy, 22 51005000 Drain Cap Gasket 23 39104500 Union Nut "C" Clip 24 98212200 Union Nut 25 071426 Union 0-ring 120 130 140 26 79304600 Body, Swivel I Rev. D 6-26-09 B. Flow Rate Table 1 . Residential Commercial Maximum Cartridge Maximum Cartridge Flow Rates Flow Rates Product N sq. fi. GPM GPH 6 hour 8 hour GPM GPH 6 I10u, 8 hour 160314 50 50 3000 1 18,0o0 24,000 19 1,140 6.840 9,120 160315 75 ' 75 4.500 27,000' 36.000 28 1 1,680 1 10.080 13.440 160316 100 10o 6:o00 36.ODO 48,0011138 1 2.280 1 13.580 18.240 160317 150 150 9,000 54.000 72.000 56 3,360 20,160 26,880 160318 200 150 9,000 54,000 72,000 75 4,500. 27.000 36,000 (1) One GPM leer sq. n. shown, reconunchdcd now rate for residential is GPM Fl. (2) Commercial Ilo1y rate is a muximu n ol'..;7i GPN4 per sq. .5 per sq. (t. of filter area. NOTE: AClual SySten1 now will depend o31 plumbing size and other s�-Sten7 componcn(s, 7 PS-F_ too 5 6 PIN 178556 ANSI.-15 Swimming Pool Energy Efficiency Compliance Information NOTE: These Requirements apply ONLY to the Filtration Pump Project Name: Address: L'AX0 �Z973 Flow Calculations per Standard - Pool water volume / 2 _ 360 = S" Note: for pools under 13,000 gals. the calculated flow rate or 36 � gpm -calculated flow rate. g gpm whichever is greater = the filtration flow rate. Is there an Auxiliary load on the filtration pump? Yes No If so, what is the calculated auxiliary flow rate __.X gpm Maximum Flow Rate 32Tgpm (greater of the filtration Now rate or the auxiliary powered by the flow rate if the auxiliary flow is filtration pump). r , Minimum suction side filtration pipe size @ 6 fps min. Minimum suction side branch pipe size @ 6 fps min. Minimum return side fil.tratioin pipe size @ 8 fps �. Minimum return side branch pipe size @ 8 fps //%in. Note: pipe sizing requirements apply ONLY to filtrati;n piping - do not apply to auxiliary load piping. Pipe Size: 1 1.5" 1 7 2" 2.5- 3" 3.5" 4- 5- 6" Nominal GPM @ 6 fps 38 63 90 138 185 238 374 540 Nominal GPM @ 8 fps 1 51 84 119 184 247 317 499 720 Filter type Size /Q O Minimum Filter Are a.per filter factor in the Standard /00 x .375 = 37.J m gp (max. flow through filter) Factor = Filter Area x .375 (cartridge) or - x 2.0 (D.E.) or - x 15 (Sand) Backwash valve? Yes ,1/° No ( if"yes, must be 2 inch minimum) Pump Selection as Listed on (circle one) .Curve. _A -._ (less . than-17;000-.gal:). or-CurveC-:(greater-than _17,000-gal.) Make: _fig y�✓Aie.,o Model _ AXI / 4LO X 4L� • i�i0 Si vG c+�S1� Q Flow Rate: , N gpm @ j4ro rpm. (flow rate must be <= maximum filtration flow rate) Pump Controls - Filtration pump has no auxiliary load -standard time clock %og' Filtration pump with auxiliary load - Control model for low.$peed default within 24 hr. _ Heater Model Gas Heater efficiency rating ^14 (No Pilot Light) Heat Pump efficiency C.O.P. /V 14 Equipment Piping - minimum 4 pipe diameters in front of pump and minimum 18" after filter for future solar. Directional return fittings will be installed. affirm that the information above is true and correct: Contractor Signature T ANSI-7 Suction Outlet Safety Compliance Data Shee (One sheet for each drain or set of drains in the system) Job Name: .i�i� �����`�' L�•-� Address: ,Z �`3 ethfl0 �-�CQ Qe L 91c! /`ZJS4., J27Z THIS DATA IS FOR THE: POOL ✓AUXILIARY (Spa, Feature(s) etc.) SUCTION OUTLET(S) Are there drains: yes / e-,;-- no (if no, go to trunk & return pipe size) Single urblockable't Two or more (if single unblockable, indicate make, model & flow rating then. go to trunk & return pipe size) Drain -.make & model: 4--,4e.,o 4a 6'p*P :6Listed cover flow rate: /Z.S , gpm SYSTEM FLOW RATE System flow rate: .3 2...� gpm Method of determining system flow: Maximum flow from the pump curve Total dynamic head calculation (attach calculation sheet) Simplified total dynamic head (attach pipe length + filter + heater resistance) PUMP SELECTION Pump.make & model:' 0" (attach pump performance curve, indicating flow as calculated above) -PIP.E SIZE :._....... , Branch piping size _ / ;Z inch @ 6 fps or lower Trunk line size /#A -inch @ 8 fps PIPE SIZE SUMMARY - THIS JOB - PER THE APPLICABLE STANDARD: Suction side..fMtration branch piping i in size = 9 IYZ in. per ANSI-15 or 7@ 6 fps Suction side filtration trunk line piping = size �l L_—_in. per ANSI-15 or 7 @ 6 fps or 8 fps Return side filtration branch piping size = %L in. —�_ per'ANSI-15 @ 8 fps Return side filtration trunk line piping size = fain. per ANSI-15 @ 8 fps Auxiliary drain branch suction line piping size = in. per ANSI-7 @ 6 fps Auxiliary drain trunk suction line piping size = in. - per ANSI-7 @ 8 fps Auxiliary return line piping size = in. Vacuum line, if installed shall be sized to flow at 8 fps ANS-5 per ANSI-5 @ 10 fps self -closing, self -latching cover per ANSI-7. per and shall be covered with a REQUIRED INSPECTION SEQUENCE BP# 18-385 Address: 203 Hidden Lake Drive BUILDING PERMIT (POOL Min Max Inspection Description 10 Main Drain Piping 20 Pool Deck 30 Child Safety Inspection 40 1000 Plumbing Final 1000 Pool Final Inspection ELECTRICAL PERMIT Min Max Inspection Description 10 Pool Bonding Grid 1000 Electric Final REVISED: June 2014 THIS INSTRUMENT PREPARED BY: Address: E , V. i Permit Number: Parcel ID Number: 10 . W . $d . b43 4 - 0000 - 00 % 0 GRANT :HMIi' OLE, COIJhITY t l_E.1'ZK OI: C]:R:CIJI1• CFj1jR t & COMF`TROLL_ER. CLERK'S -02C 118012245 FEC-f- 1 L1. i'l'2)11 I_i,"2l 18 02V-57;06 F'll REC:OROED BY lidevore The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) I-ZAr• 6(,,0c-& UK'+ It 1 �t laA- beak 2L1. 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATION OR LESSEE -INFORMATION IF THE LE§SEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Interest in property: Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: A..a.& Phone Number: 'Adl-cta$-yS59 Address: %ISO E_ `0k 5. SURETY (If applicable, a copy of the payment bond Is attached): Name: 6. LENDER: Address: Phone Number: Amount of Bond: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Stptutes. Address: " 8. In addition, Owner designates Phone Number: of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. (Signature of Owner or Lessee, or Owner's or Lessee's (Print Name and Provide Signatorys Title/Office) Authorized Officer/Diredor/Partner/Manager) State of 1 6 ��- � � � Coun of ti 1 ri� The foregoing instrument was acknowledged before me this Name dT person making statement who has produced Identification ❑ type of identification produced: 1 GLENN W. TOMASONE MY COMMISSION # FF 192350 EXPIRES: Match 14, 2019 Handed Thru Notary Public Undenmiters day of z�',� Who is ersonally known to me ❑ OR Ir