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146 Hazel Blvd (3)
MAR 2 6 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 3 q jjr Documented Construction Valve: S -31 � p Job Address:_... ``fb hze/ Parcel ID • To _1)-() , "'�0-b MO o Type of Work: New Addition ❑ Alteration ❑ Repair ❑ Dem+ Description of Work: 4 .M4 cw� �Pf4Y\ Historic District: Yes [] No q Residential Oommerci ❑ Change of Use ❑ Move ❑ Plan Review Contact Person: , Title: Phone: (� Fax: Email: �p� tislolwh 1 � l� CQSn' I� i I I C�roperty Owner Information h( `,� Name Phone: Street: T( (� Resident of property? City, State Zip: RL ontractor Information Name ALL SEASONS POOL SERVICE INC Phone: 407-871-2020 Street: 185 E AIRPORT BLVD Fax: 407-321-5404 City, State Zip: SANFORD FL 32773 State License No.: CPCO23576 Architect/Engineer Information Name: PARKER MYNCHENBERG ASSOC. Phone: Street:1729 RIDGEWOOD AVE Fax: City, S Zip- HOLLY HILL FL 32118 tY t; p E-mail: bruceta'�parkermvnchenberq.com Bonding Company: Mortgage Lender: Address: ,Address: 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: 50' Edition (2014) Flo Hda Building Code Revised: June 30, 2015 Permit Application NOTICE; In addition to tic rt:quircmc❑ts 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 file 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 one in complianc Frith all applicable laws regulating construction. and zoning. Signal Afo%vner/Agent pate si atureofcontraatorlAgent nn JOHN N. WATTS n Pf YnCriA9Cnt'S 1411MC A 7N Pr t^ trmrtndA—.t'e &I—Q. MEGALELIZABETH J `Notary P?ot'"YP MEGAN ELIZABE7Florida CommNotary Public - StatMy Comm;yam d; Commission # Fo Me or t;dtri` i?oi/A��tit'I' m ?bNwn to Me or Produced 1D _ Type of ID L P of MCUdRl�° rype'of •iD BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: SF Ok to install 267 s.f. pool and 495 s.f. deck as shown on plan. Meets area and dimension regulations for the SR-1A zoning district. No structure, equipment shall encroach into the utility easement. Revised: June 30, 2015 Permit Application MAR 2 6 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I8-1 5 3 9 +rrrr// Documented Construction Value: $ Job Address: 1% fj B[od 3M Historic District: Yes ❑ No ❑ Parcel ID: `Q -C).0 --*3�©)--� Q�El - b0 - ��L U Residential Commercial Type of Work: New l � Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: Plan Review Contact Person: Title: 1 Phone: - r) 15aFax• Email:i�� UST Property Owner Information Name Phone: Street: 6 Resident of property? City, State Zip: C (Contractor Information Name ��'l��tRIC I �c S I Al' L`ede Phone: _ � ��7 Ab a r — _ n City, State Zip: �(� State License No.: _ I ©0 Architect/Engineer Information Name: Street: 114L�: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: 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: in' 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 accort3ance 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 done in compliance "vit it applicable laws. regulating construction and zoning. S ignSll mertAgent Date Signature o Contractor/AAge,, Date Print <""Y"•�''. MEGAN ELIZABETH REIS MEGAN ELIZABETH REIS Notary Public - State of Florida ,z Notary Public -State of Florida Commission # FF 977536 �c Commission # FF 977536 My Comm. Expires Mar 31, 2020 „a• '';t'ocF.v;�My Comm. Expires Mar 31, 2020 y Know to Me or Contractor/Agent is ersonally Known to Me or Produced ID __)C ._.. Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ 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 ❑ APPROVALS: ZONING: ENGINEERING: COMMENTS: # of Heads UTILITIES: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: Revised: June 30, 2015 Pennit Application NOTICE OF COMMENCEMENT GRANTI(;4Lt�Y, SEh1( COURT COUNTYCOUNTY,RJR Z 5 ZO�� FS 713.13 1 cr, t. t_ 0NPTROLLER THiS DOCUMENT MUST BE COMPLETED WHEN CONSTRUCTION VALUE PCD� Sid; , n(/^� CLERK'S T 2013044SL3 _—"r (,`/�� ��,,iL_i�i'{C-L'%� l.lri°Sib%j1 i'I� This Instrument Prepared by: ALL SEASON�PO LS� '! CUF:G') ):�{ FEES l.>i.Cil"I 185 E AIRPORT6i ;EC:RDED BY hd vor SANFORD FL 32773 PERMIT #: 1'3/ -'53 q TAX FOLIO M. to- ao ,30 ^ �U'l —rwo STATE: L CITY OF:_SANFORD The undersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with chapter 713, florlda statutes, the following information is provided in this notice of commencement.. 1. Legal Description of property:c ( and street address if avallabie) � l 0kin T `PQ 46 '��'ttt111111ou,1 2. General description of Improvement(s): CONSTRUCT SCREEN ENC LSOUREES 3. Owner information �1 tr Name ��hq� /� t Address: Phone: a. Interest in property: FEE SIMPLE b. Name and address of fee simple titleholder (if othe/than ner)Phone: (R5r`4. ContracName: A C uIv1 v�l�Address: HHF27�o� d `3a77-3�a� 7f b. Phone number: 407-703-2500 Fax: ao7 5. Surety: Name and address: Phone: Fax: 6. Lender: Name and address: Phone: Fax: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7, Florida Statutes: 8' in addition to himself, Owner designates the following person(s) to receive a copy of the Llenor's Notice as provided In Section 713113 (1) (b), Florida Statutes: ( Name, Address, Phone number and fax number) 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is 10 specified) / It 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 1, 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. J Verification pursuant to Section 92.525, Florida Statues. Under Penalties of perjury, I declare that I have read the forgoing and that facts in it are true to the best of my knowledge and (Signatu a of Owner) Note: per Section 13.13)1)g, Florda Statutes ( Print Owner's Name ) 'Signature or Owners or Owner's Author ed Officef Directed Pannou Manager I State of Florida, County of h for going instrument sac no a ged before this day of 20 by , Who is personally known to me or who has produced License as identification and did take an oath did not take an oath.' ,atuur,," o,►"y "6a�.MEGAN ELIZABETH REIShA Ain ':. .° = Notary Public - State of Florida �T� Commission # FF 977536 Sign re ""%�OFF� A��, My Comm. Expires Mar 31, 2020 I Megan Elizabeth. e", ., SCPA Parcel View: 10-20-30-509-0000-0560 Page 1 of 2 rMN&ER , Property Record Card Parcel: 10-20-30-509-0000-0560 ttna Property Address: 146 HAZEL BLVD SANFORD, FL 32773-7412 Parcel Information Value mm.ry P a rce I 10-20-30-509-0000-0560 Owner(s) PORTILLO, YAHAIRA Property Address 146 HAZEL BLVD SANFORD, FL 32773-7412 Mailing Subdivision Name 146 HAZEL BLVD SANFORD, FL 32773-7412 -- HAZEL GLEN Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2018) + 0.00 90.00 90.00 O O r� O O x O 0 65.77 90.00 90.00 Seminole County GIS 2018 Working 2017 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1- Depreciated Bldg Value i $128,138 $107,038 Depreciated EXFT Value- Land Value (Market) 1- -- $30,000 - -r - $25,000 Land Value Ag Just/MarketValue" $158,138 $132,038 Portability Adj Save Our Homes Adj- $p Amendment 1 Adj T $0 F $0 - P&G Adj $0 $0 Assessed Value $158,138 $132,038 Tax Amount without SOH: $2,514.00 2017 Tax Bill Amount $2,514.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 56 HAZEL GLEN PB33PG63 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $158,138 $50,000 E $108,138 Schools �- $158 138 $25 000 $133 138! City Sanford $158,138 E $50 000 $108,138 SJWM(Saint Johns Water Management) $158,138 $50,000 , $108,138 County Bonds $158,138 $50,000 $108,138 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED WARRANTY DEED 2/1/2017 08860 0067 9/1/2016 08764 0937 $183 500 j Yes $111 000 )Yes Improved WARRANTY DEED 7l1/2010 07412 (1728 �W $100 1 No `Improved I Improved WARRANTY DEED _. .. ) 3/1/1987 _- l 01829 48 --$81,300 Yes - Improved Find Comparable Sales Land Method Frontage Depth Units Units Price Land Value LOT 0.00 0.00 I 1 1 $30,000.00 S $30,000 1 Building Information Is Bed/Bath count incorrect? Click Here. # Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/Effective 1 1987/1999 6 4 2.0 j 1,387 1,896 1,387 $128,138 $137,046 ��� - — Description Area http://parceldetail.sepafl.org/ParcelDetailInfo.aspx?PID=10203050900000560 4/11/2018 LIMITED POWER OF ATTORNEY Date:. '?I!l, '" �a `( D I hereby name and appoint i of All Seasons Pool Service Inc, to bg my lawfkl attorney in fact to act for me and to ap y to the Division of Building Safety for a thing necessary to this appoi Lot: -5-b Subdivision: permit and to sign my name and do all for the work being performed at: ]'� j Co f e' n (v CPC 023576 John. Watts State License Number All Seasons Pool Service Inc CPCO23576 STATE OF FLORIDA COUTY OF ORANGE The foregoing instrument was acknowledge before me this a Uday of 20It, by_)ohn N. Watts who is personally known to me. Megan El z beth Reis ( seal) Y Ut MEGAN ELIZABETH RE IS Notary Public -State of Florida "t • C >mmission # FF 977536 ;rn Fxnaes Mar 31. 2020 ; LIMITED POWER OF ATTORNEY R ..,, � , I hereby name and appoint U(N of All Seasons Po to be my lawful attorney in fact to act for me and apply to,the for an electrical permit for work to be performed at a location described as: Parcel # Section Township Range Lot Block Subdivision �� �� (qjA t of Property and Address) And to sign my name and do all things necessary to this appointment. Brian Keith Miller EC-13001686 Printed name of active Certificate Holder (Master Electrician) State Registration or Certificate Number I— A�A Signature of license holder The foregoing instrument was acknowledged before me this day of Ma 201f6by Brian Miller who is personally known to me and who did not take oath. �uu„ MEGAN ELIZABETH REIS }* :° s Notary Public - State of Florida '� ` ' •- Commission # FF 977536 o� �a;;o,F1 My Comm. Expires Mar 31 2020. STATE LICENSE CPC 023576 1. PARTIES: herein after called the Uwner. 2. AGREEMENT: The contraclor agre s to Address: Legal: 3. PRICE AND TERMS PE ASE: The contract price is: ALL SEASONS POOLS 185 E. AIRPORT BLVD. SANFORD, FLORIDA 32773 hereinaftercalled q o�� www.allseasonspools.co[1 I swimrng pgol fopthe r on the 0 bed as follows: HomeOwner Office: 407-871-2020 Fax: 407-321-5404 Pa bl f IIow*Deposit to secure agreement: s' 1) 10% Upon signing of this instrument as a deposit on total contract price. E 2) '� 300/6,, . Upon completion of dig and steel 3) '� 30% Upon completion of concrete shell. 4) 25%Upon installation of tile and perimeter plumbing installation, after footers and or rough deck is poured or pavers installed. 5) 5% Upon installation of safety barrier. PRICE AND TERMS FOR SPECIALTY ITEMS: INCLUDED IN ABOVE CONTRACT PRICE: 6) Solar installation. 7) Screen installation. 8)_ S comer itchen insta qn 9)::!56: Customers will be illed in writing for p gress ayments as each pool phase is completed. Progress payments are payments for a completed pool phase. Progress payments are due upon receipt, and the next phase of the pool will not proceed until the progress payment is paid. Payments will be declared late after 10 days from the invoiced date and they shall bear interest at the rate of 18 per annum until paid. Any additional work or extras will be through a change order or addendum and will be due at time of signing change order or addendum. The contractor shall not be obligated to commence construction of this pool until three days after the signing of this contract by the Owner. Since this contract may be construed as a Home Solicitation Sale. Purchaser is hereby notified of this right to cancel under the Home Solicitation Sales Act. The.contract price is for all materials, equipment, and labor required for the construction of the swimming pool graphically described in the plot plan signed by the owner and generally described in the specifications below. Furthermore, if owner finances pool with Contractor, this agreement is subject to the Home Improvement Installment Contract and Mortgage executed by owner(s). 4. CONSTRUCTION SPECIFICATIONS: Contractor will install a swimming pool and appurtenant structures and equipment in accordance with the plot plan and these construction specifications. Contractor reserves the right to substitute like or similar material, equipment or fixtures. The plot plan is intended to be a representation of the pool to be built and not intended to represent an "as built" drawing because pool location, elevation of pool, location of decking and enclosures are subject to change due to set back requirements, location of existing improvements, soil conditions and other conditions beyond the control of the contractor. All measurements in this contract and on the plot plan are approximate and the pool dimensions contained in the contract may vary from the "as built" measurements. Deviations up to three (3) inches are acceptable. Therefore, the parties agree that it is impossible to ascertain actual damages in the event of deviation from specified pool dimensions. The parties agree to adjust the contract price of an mount calculated by multiplying the percentage reduction of surface area times one-half (1/2) of the total contract price for diminished water surface area, and $5.00 for each vertical inch of depth deficiency measured only at the main drain and the shallowest portion of the pool as liquidated damages to owner resulting from said variations, if any. Depth is measured from the floor of the pool to the top of the waterline tile. Any additional soil needed for decking or normal grading in excess of what is dug from the pool, is at rl, t-- -L 7 t� -- Plumbing Sizes Pool Only Pool Main Drain Branch Lines 3" Pipe Pool Trunk Lines Are 3" Pipe Pool Return Lines Are .2.5" Pipe Proiect Notes: Pool Deck Will be Screen Enclosed Pool Will Have Enviro Circulation System Home Will Have 5 Window / Door Alarms ORIGINAL: 3/23/18 8 x 12 Footer NWfM-0 FOR CODE COMPLIANCE PLANS EXAMINER 41-"Ii-lg — DATE r AN -'-OR 0 BUILDING PWS10N A PERMIT 198UED SHALL BE CONSTRUED TO BE A Lit- NAE TO RgOCEED WITH THE WORK AND NOT AS AUfHOSITY TO VIOLATE, CANCEL, ALTER OR SET ATE ANY OF THE PROVISIONS OF THE TECHNICAL Cd[ tt, NOR SMALL ISSUANCE OF A PERMIT PREVEN TFIE BUILDING OFFICIAL FROM THEREAFTER REdliIAING A CORRECTION OF ERRORS IN PLANS, CON8TAUiCTICON OR VIOLATIONS OF THIS CODE NO IRRIGATION Acess side with small equip and shuttle HID will remove fence for access SANFORD 3 " k Si 1979 CPCO23576 If You Have A Backyard, We Can Put A Pool 185 E Airport Blvd,Sanford, FL 32773 407-871-2020 www.AllSeasonsPools.com RECORD COPY MAR 2 a 2013 There is no tree/shrub/fence removal in this job. No sprinkler cut/cap. ASP to remove 200 sgft of concrete slab. 4`13` 3" Chase for i L.E.D Sheerer; 18" TD c Color Band 6 _: .Color Band 3 a; 24" L.E.D Sheer Descent C:` L.E.D Bubbler R 3' 6" Deep x m 2$ 6" 5' 6" Dee , w T- Umbrella 6 a `5 Sleeve Ev Ev O Color Match I A & A .a, p e B Channel Style Debris Catching Pebble Top Drain N �R Install waterline file !' with pattern running 24 E t J Acrylic Deck w/ horimrnafly!! UVEv Ev 3 —� Cantilever Coping E c is oraer 1x vat raoay R waeercaors Lig / Double Steel - T ' Pi CPLVLEDStoo 3 = i:-------- r -------------- -- -- --- ,----- Color Band LED Ligh Color Band - ----- - - Super to Confirm j 200 sgft Concrete --- Deck Drain `---------------eV.------- ---, Dec Drain Slab Removal ----- ---•----------------------------------- / s, e x x'. may; © W Builder / Customer: Yahaira Portillo & Carlos Elliszander Job Address: 146 Hazel Blvd. Street: Hazel Blvd. County: City of Sanford City: Sanford - Zip: 32773 City: Sanford State: FL Block: Lot #: Zip: 32773 Home #: PB: PG: Cell # 321-277-8232 Work #: Subdivision: Gate Code: E-Mail: ienesis0420C&_Yahoo.com Job # 9586 Finish Pool Depth Profile Pool Wal Start Slope Sunshelf Base of Sunshelf Drain from Wal ;aft. 6in. 3ft. bin. 4ft. 61n. 5ft. 5ft. 6in. i i L 5ft. 7ft. 9ft. 4ft. 6in. Customer Int. Pool Specifications STYLE: Custom PERIMETER: 72' AREA: 267 sgft WIDTH:11' LENGTH:25' DEPTH: 3' 6" X 5' 6" M.D: 1 - 3" RTNS: EP+ 6FL / 2W SKIM: 1 - 3" LIGHT: Color L.E.D 12V DOUBLE STEEL: YES P.C.: Plumb In WELL WATER: N/A GALLONS: 6,728 NOTES: 1 - Burgandy Umbrella w/ Sleeve SPA Specifications STYLE: AREA: & PERM: T--JETS: AR,,,,,LIGHT: SPILLW HEIGHT: BLOWER: NOTES: Tile Specifications +6" _ +12" T +18" - +24" — +30" — +36" — DECK JETS: N/A BUBBLER:1 - L.E.D SHEERS: 1 - 24" L.E.D Sheer Descent (Clear) WATER BOWL: N/A STEP TILE: 21 LNFT FACE TILE: 86 LNFT Misc. options OUTLETS: GAS LINE: CHASE PIPE: HOSE BIBB: SUMM ITC LOLA STUCC STONE: COUNTERTOP: APPLIANCES: Screen / Fence ROOF SQ: 736 TYPE: Dome WALL SQ: 624 WALL HGT. 8' ELITE ROOF: N/A FAN BEAM: N/A SCREEN COLOR: Bronze EXTRA 7" GUTTER: 5.5 LNFT FENCE TYPE: N/A HGT: N/A LENGTH: N/A COLOR: N/A GATES: N/A Deck Specifications TYPE: Acrylic Deck w/ Cantilever Coping . DIMENSIONS: 17' x 44' AREA: 495 sgft FOOTER: 74' 8 x 12 COPING: Cant 74' DRAIN: 45' CONCRETE RISER: 4' PATIO: N/A FENCE: N/A TURN DOWN DECK EDGE: +6" — +12" — +18" 4' +24" — +30" — +36" — NOTES: 200 sgft of Concrete Slab Removal Equipment PUMP: VS - FHP HP: 1.0 FILTER: CS SQ: 250 PUMP 2: N/A HP: N/A CHLOR: IN - LINE OZONE: N/A POOL SWEEP: N/A HEAT PUMP: N/A GAS HEATER: N/A TYPE: N/A CONTROLS: Standard / iQPump01 AUTOFILL & DRAIN: N/A NOTES: Color Selections POOL: Quartz Blue Gem TILE: MT Tivoli SINTIVBLU 6 Run Tile (Horizontally) TILE GROUT: Frost STEP TILE: 2 x2 HBLU 22 STEP TILE PTRN: Diamond 6"- 8" Apart DECK COLOR: Grey Marble DECK PTRN: Acrylic Texture COPING: Cantilever COLOR BAND: Misty Grey FLOORHEAD: White NOTES: White Deck Drain Site Specifications DIG TYPE: Small Machine Dig & Haul / Shuttle ELEVATION:TBD YARDS:16 NOTES: Designer DESIGNER: Debra Nedland CONTRACT DATE: 318/18 APPROVED BY: Emily Nedland DATE: 3/23/18 JOB SPECIFIC PIPE SIZING, TOTAL DTNA" IIG HEAD CALCULATIONS AND EQUIPMENT SPECIFICATIONS AND DOCUMENTATION ARE TO BE PROVIDED BY TPE POOL CONTRACTOR FOR EACH PROJECT. THE POOL CONTRACTOR MUST USE THE MAXIMUM FLOW CAPACIT7 OF THE SELECTED PUMP AND PROVIDE WrDRAULIG CALCULATIONS FOR TDP TO DETERMINE PROPER PUMP AND PIPING SIZING. THE MANUFACTURER'S EQUIPMENT SPECIFICATIONS AND OTHER DOCUMENTATION FOR PUMPS, FILTERS, PEATER EQUIPMENT AND MAIN DRAINS AND COVERS ARE TO BE SUBMITTED FOR REVIEW AND DOCUMENTATION FOR SIZING TINE CIRCULATION SYSTEM. K=,IKUULA I IUN GHLORINATC POOL FILTER MAIN DRAIN SUCTION UNDERWATER LIGHT MAIN DRAINS MEET THE VIRGINIA GRAEME I :-:• BAKER POOL AND SPA SAFETY ACT. KIMMER SUCTION I I I 'irl Z -- ----------- ----- _- i I r-- - ------------------ ==�i _ Ii w I j1 II Q I �t2 j I WII I i > FLOOR RETURN 3 REQ'D. l RETURN i i i SKIMMER EQUALIZER LINE ==ter-________=====J� WITH GRATE IL RETURN IN LOW PROFILE JUNCTION BOX—, UL APPROVED UNDERWATER LIGHT POOL SHELL 3000 P51 PUMP MIX CONCRETE PNEUMATICALLY APPLIED. IN VERTICAL WALL5 (TYPJ 6'-8IN COVE5 AND FLOORS (TYPJ 2500 MIN. GUNITE MAY BE 5U851TIUTED FOR 3000 P51 CONCRETE I i SKIMMER II II 11 I I I L SKIMMER � THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES THE DIAMETER DOWN FROM THE TOP OF THE MAIN DRAIN GRATE TO THE TOP OF THE MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL TO THE MAIN DRAIN BOX. IF THE MAIN DRAIN PIPE COMES INTO THE MAIN DRAIN BOX HORIZONTALLY, THE COVER FROM THE TOP OF THE GRATE TO THE TOP OF THE MAIN DRAIN PIPE NEED5 TO BE 1.5 TIMES THE DIA. OF THE MAIN DRAIN PIPE. 1-1/2 TIMES THE DIA. I-I/2 TIMES_ THE DIA. MAIN MAIN DRAIN DRAIN rr—_- -_ —__- Z i RETURN INLET J i J �I I III �i1 Kai O TYPICAL SW IM1" I I NG POOL 40' I SWIM MIN. OUT 6"X6„ 113 BARS GRADE 40, 12" O.G. CERAMIC TILE VERTICAL AND HORIZONTAL (TYP) WATER LINE 1/2" QUARTZ FINISH � / ° p$o' W/ P-o °p°bg. MAIN DRAIN RELIEF PLUG OR 2" o°oSoooo°o µYDROSTATIG RELIEF VALVE, IF REQ'D. o e°1P$°,�. o, oo,o o bpO °*pO ROGKBED DEEP END FLOOR AND WALL REINFORCEMENT TO SLOPE BREAK- #3 BAR ® 12" ON CENTER, EACµ WAY < 8.O' DEEP 05 BAR ® 6" ON CENTER, EACH WAY > 8.O' DEEP AND OVER. 51--41M SING FOOL SECTION, 6"X6" CERAMIC TILE 2-05 REBAR 1-#3 REBAR I 8 CONTINUOUS 4 4" THICK CONCRETE DECK W/ FIBER MIX 2500 P51 OR WIRE MESH 4" COMPACTED 501L UNDER p CONCRETE DECK in 05 BARS 12" ON CENTER EACH WAY (GRADE 40) NOT VALID WIT OUT EI" IBQ�38i=17'Se L:., Y`. � %%% Z. w 4 PARKER MYNGF1 iBERG :P.E.: 032645 GENERAL NOTES: I. POOL IS TO BE BUILT TO COMPLY WITH FLORIDA, COUNTY AND CITY BUILDING CODES. 2. ALL METAL PARTS WITHIN 5 FT. WILL BE GROUNDED AS PER NATIONAL ELECTRIC CODE AND AS REQUIRED BY LOCAL INSPECTOR. S. FILTRATION SYSTEM WILL HAVE SUFFICIENT CAPACITY TO PROVIDE A COMPLETE TURNOVER OF POOL WATER IN (12) TWELVE HOURS OR LESS. 4. POOL CONSTRUCTION TO BE THE SAME REGARDLESS OF SIZE AND SHAPE. IF FILL IS REQUIRED FOR 2 FT. TO 4 FT. OF WALL HEIGHT THEN WALLS HAVE TO BE REINFORCED WITH ADDITIONAL STEEL (8" O.G. BOTH WAYS) AND/ OR EXTRA WALL THICKNESS (6" TO 10") S. ALL PVC PIPE WILL BE SCHEDULE 40. 6.ALL METAL FIXTURES AND POOL LIGHTS TO BE BONDED TO POOL STEEL AND GROUND WIRE. 1. POOL ALARMS DO NOT NEED TO BE HARDWIRED S. SOIL CONDITIONS AT POOL LOCATION ARE ASSUMED TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING. q. TERMITE CONTROL WILL BE APPLIED UNDER ALL POOL DECKS. 10. ALL PUMPS AND FILTERS WILL BE ANCHORED TO A CONCRETE PAD WITH TAP CON ANCHORS. 11. ALL POOL AND 5PA SUCTION INLETS SHALL BR PROVIDED WITH A COVER THAT HAS BEEN TESTED AND ACCEPTED BY A RECOGNIZED TESTING FACILITY AND COMPLY WITH A.N.5.11A.S.M.E. A112.1q, 81M, "SUCTION FITTINGS FOR USE IN SWIMMING POOL5, SPAS, HOT TUBS, AND WHIRLPOOLS BATHTUB APPLIANCES" 12. THE POOL DESIGN WILL MEET CHAPTERS 42 AND 45 OF THE 201-7 FLORIDA BUILDING CODE 6TH EDITION. 13. RESIDENTIAL POOLS MUST COMPLY WITH CHAPTERS 42 AND 45 OF THE 201-1 FLORIDA BUILDING CODE 6TH EDITION. 14. POOL CONSTRUCTION WILL MEET 2014 NATIONAL ELECTRIC CODE. SEE 680.26 (6)(2)(b) FOR PERIMETER BONDING USING AT LEAST ONE() #8 AWG BARE SOLID COPPER CONDUCTOR. 15. FOR RESIDENTIAL POOL5 UP TO A WATER DEPTH OF 8'-0" #3 REBAR 12" O.C.B.W. OVER 8'-O"; SPECIAL ENGINEERING 15 REQUIRED AND 15 NOT A PART OF THIS DRAWING SPECIFICATIONS. WALL THICKNESS SHALL PROVIDE CODE COVER OVER REINFORCING. FOR OVER 8'-0" A SPECIAL DESIGN WILL BE REQUIRED. 16. RESIDENTIAL POOL5 SHALL COMPLY WITH THE AN5I/AP5P/IG0-5 2011 FOR RESIDENTIAL INGROUND POOLS, AN5I/APSP/IGG-3 2014 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS, AND ANSI/APSP/IGG-1 2013 FOR SUCTION ENTRAPMENT AVOIDANCE STANDARDS. AND AN51/APSP/I00-15A 2013 STANDARD FOR RESIDENTIAL SWIMMING POOL AND SPA ENERGY EFFICIENCY Il. DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION FITTING 15 MISSING, BROKEN, OR LOOSE. IS. IF THE SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC GLEANING SYSTEM, 15 A VACUUM GLEANER SYSTEM WHICH HAS A SINGLE SUCTION INLET, OR MULTIPLE SUCTIONS INLETS WHICH CAN BE ISOLATED BY VALVES, THEN EACH SUCTION INLET SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER AN APPROVED ANTI -VORTEX COVER, 12" X 12" GRATE OR LARGER, OR OTHER APPROVED MEANS. 3 o 0 0 0 a w e i 0 0 a z Z 0 e 0 al a z 0 RECIRCULATION CHLORINATO POOL FILTER THERAPY JET RETURN LINE II II .I Hill I� MAIN DRAIN (SUCTION) Ir L II II II II -- RETURN LINE ------------- i ------------------------ 11 II II IL--------- L--------------- i MAIN DRAINS MEET THE VIRGINIA GRAEME L� BAKER POOL AND SPA SAFETY ACT. (SECOND MAIN DRAIN MAY BE ON SIDE WALL) II II II II II II II II II II 1 I UNDERWATER LIGHT II II I I \ I 3/4" BULLNOSE TILE OPTIONAL ON EDGE OF STEP. TYPICAL SPA FOOL - 2 MAIN DRAINS ON FLOOR THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES THE DIAMETER DOWN FROM THE TOP OF THE MAIN DRAIN GRATE TO THE TOP OF THE MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL TO THE MAIN DRAIN BOX. IF THE MAIN DRAIN PIPE COMES INTO THE MAIN DRAIN BOX HORIZONTALLY, THE COVER FROM THE TOP OF THE GRATE TO THE TOP OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5 TIMES THE DIA. OF THE MAIN DRAIN PIPE. 1-1/2 TIMES THE DIA. 1-1/2 TIMES THE DIA. MAIN MAIN DRAIN DRAIN CAP TILE/ BRICK/ OR CANTILEVER WITH WATERLINE TILE 2-#3 REBAR CONTINUOUS POOL SHELL 3000 P51 CONCRETE PNEUMATICALLY APPLIED. < G" IN VERTICAL WALLS (TYP) 4" THICK CONCRETE G" IN COVES AND FLOORS (TYP) DECK W/ FIBERMIX 5000 P51 STEEL ` 2500 MIN, GUNITE MAY BE SUBSITIUTED WATER REINFORCED FOR 3000 P51 CONCRETE LINE CONCRETE �I< 6"X6" GERAMIC TILE G. << 1/2" QUARTZ 1 1 FINISH LOW 1 VARIES /PROFILE JUNCTION r1 BOX UL APPROVED DECK AND TILE DETAIL UNDERWATER 4.0' LIGHT MIN. PARKER r 0 COMPACTED 501L 17 ri RIDGEW UNDER CONCETE DECK MAIN DRAIN EXTRA 03 BAR5 SUCTION LINE _-___________ CONTINUOUS TYPICAL -------------------------- - ��,.: RE5IDENT� ° 03 BARS 12" O.C. t; ,'� DESIGN FC o0po �G000 VERTICAL AND ' � • , ( ALL 5EA5C %0° 0000 HORIZONTAL (TYP) (GRADE 40) `, �� ,• t cx _ ', '<t -- IS5 EAST AIRPOI MAIN DRAIN W/ RELIEF 0.00 0 0 _ 1VO,T `V .,LIC�'YJITHQC � ED ', SANFORD, FLORI[ 40�-811-2020 PLUG OR 2" p00000°0. oa�0o ° :EME�OS SEAL. HYDROSTATIC RELIEF VALVE, IF REQ'D. 00o0 opO o0p00 000 ", `s t L 1 0o THI5 SIGNED A ROCKBED � ," -- •-r-^= ^r •�1 FILE COPY 17 '� ,n, YEAR EXPIRIN 15 ALTERED OI SECTION i . r n p.• `"d ,16..F,.. C MAY BE REND! PARKER MYNGHE ERG, P.E. #32645 ACRLYIG FINISH POOL BONDING NOTE5: I. EQUIPOTENTIAL BONDING OF PERIMETER SURFACES REQUIRES A COPPER CONDUCTOR; MINIMUM 08 AWG BARE SOLID COPPER CONDUCTOR WHICH FOLLOWS THE CONTOUR OF THE PERIMETER SURFACE OF THE POOL FROM 18" TO 24" FROM THE INSIDE WALLS OF THE POOL AND WHICH IS SECURED WITHIN OR UNDER THE PERIMETER SURFACE 4" TO 6" BELOW SUBGRADE. THE PERIMETER BONDING SHALL BE ATTACHED TO THE POOL REINFORCING SHELL AT A MINIMUM OF 4 POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL. 2. ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SHALL BE BY LISTED MEANS PER NEC 250.8. BONDING CABLES UNDER SLAB SHALL BE PLACED AT THE BOTTOM OF EXCAVATION. 8. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE POOL AND SPA REBAR AS SHOWN, 4 LOCATIONS, MINIMUM AT EACH SEPARATE BODY OF WATER, USING A 08 AWG BARE SOLID COPPER CONDUCTOR. FOR NON-CONDUCTIVE POOL SHELLS, BONDING AT 4 POINTS SHALL NOT BE REQUIRED. 9. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIPMENT GROUND OF THE POOL PUMP MOTOR AND OTHER ELECTRICAL COMPONENTS AS REQUIRED BY NEC 680.26 (VERIFY LOCATIONS) USING #8 AWG BARE SOLID COPPER WIRE. 10. COPPER BONDING CONDUCTOR SHALL BE BONDED TO ALL METALLIC COMPONENTS OF THE POOL AND SPA AND THE METAL STRUCTURES, INCLUDING, BUT NOT LIMITED TO, ALL HANDRAILS, DIVING BOARDS, AND LADDER GRABRAILS IN THE POOL AND SPA AND AND INCLUDE ALL METAL WIRING AND ALL FIXED METAL PARTS THAT ARE WITHIN 5 FT. HORIZONTALLY OF THE INSIDE WALL OF THE POOL (SPA) AND 12 FT VERTICALLY ABOVE THE MAXIMUM WATER LEVEL OF THE POOL USING 08 AWG BARE COPPER WIRE. 3. WHEN REBAR 15 UTILIZED FOR THE CONSTRUCTION OF PLANTERS AND FOOTERS II ADJACENT TO THE POOL (WITHIN 5 FT), THIS REBAR SHALL BE BONDED USING 08 AWG BARE SOLID COPPER CONDUCTOR BY LISTED MEANS PER NEC 250.8 TO THE BONDING CONDUCTOR. 4. LOCATION OF COPPER BONDING CONDUCTOR, BONDING JUMPERS, AND CONNECTIONS SHOWN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL FIELD ROUTE TO DETERMINE 12 EXACT LOCATION. BONDING CONDUCTOR SHALL CONFORM TO THE SHAPE OF THE POOL WHILE MAINTAINING SMOOTH RADIAL CURVES - NO 90° RADIUS SHALL BE PERMITTED. 5. RESISTANCE OF THE GROUND SYSTEM SHALL NOT EXCEED 25 OHMS. 6. IF REQUIRED, ALL GROUND RODS SHALL BE 5/8" COPPER CLAD STEEL, 8' LONG AND DRIVEN TO A DEPTH OF 28" BELOW FINISHED GRADE, MINIMUM, AND WHERE USED SHALL BE BONDED USING #8 AWG BARE SOLID COPPER CONDUCTOR BY LISTED MEANS PER NEC 250.8 TO THE BONDING CONDUCTOR. 7. SPECIAL GASES MAY INCLUDE, BUT ARE NOT LIMITED TO, VANISHING EDGE POOLS, POOLS WITH PERIMETERS OF VARYING (VERTICAL) GRADES, DIMINISHED PERIMETER SURFACES LIKE EDGE PLANTERS, STOP/RETAINING WALLS, AND ZERO -LOT LINES. IN THESE GASES, THE BONDING CONDUCTOR SHALL BE INSTALLED IN ACCORDANCE WITH NEC 680.26, NOTE 1 (ABOVE), AND DIRECTION FROM THE AUTHORITY HAVING JURISDICTION (AHJ). THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE BONDING WITH THE AHJ IN THE DETERMINATION OF ITS APPLICATION OF THE NEC. BOND JUMPER \ NOTE 9 TYPICAL LADDER, HANDRAIL, DIVING BOARD. ETC PUMP MOTOR METAL CONDUITS OR PIPING SYSTEM POOL REINFORCING STEEL HEATER mm�M. TRANSFORMER 0 JUNCTION BOX (IF USED) ALL POOL AND SPA LIGHTING NICHES SHALL BE BONDED TO POOL AND SPA REBAR PER NEC 680. THE COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE REBAR AT BOTH THE POOL AND THE SPA, PER NOTE 8, ABOVE, WHICH SHALL, IN TURN, PROVIDE BONDING OF THE LUMINAIRE NICHES. ELECTRICAL CONTRACTOR SHALL CALL FOR THE INSPECTION OF THE BONDING OF THE POOL AND ITS PERIMETER SURFACES PRIOR TO COVER-UP OF THESE AREAS. NOTES 2 AND 3 SP, NOTE 3 BOND JUMPER\ NOTE 10 TYPICAL 5NIMMING POOL LT FIXTURE NOTE 11 ® TYPICAL TYPICAL POOL BONDING PLAN NOT TO SCALE POOL LIGHT NICHE CONTROL PANEL(5) TYPICAL POOL BONDING 50PEMATIC NOT TO SCALE SCHEI-IATIC NOTES: I. THE EQUIPOTENTIAL BONDING OF ALL CONDUCTIVE POOL SHELLS, PERIMETER SURFACES, METALLIC COMPONENTS, UNDERWATER LIGHTING, METAL FITTINGS, ELECTRICAL EQUIPMENT, AND METAL WIREWAYS/CONDUITS SHALL BE IN ACCORDANCE WITH NEC 68026. OR, AS ACCEPTED BY THE AUTHORITY HAVING JURISDICTION (AHJ). BONDING LEGEND NOTE 1 anrini�ir; nn�ini in-rnra NOTE 1 BOND JUMPER MINIMUM 5/8" DIAMETER \ FROM POOL REBAR OR NOTE 8 COPPER GROUND ROD BONDING CONDUCTOR TYPICAL DRIVEN UNTIL MAXIMUM RESISTANCE VALUE OF 25 OHMS IS REACHED NOTE I (IF USED) TYPICAL BONDING TYPE5 NOTE5 1, 4, NOT TO SCALE 5 AND 8 NOTES: I. SPLICES (WELDED OR 1"IEGHANICAL) SHALL BE PERFORMED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. • BOND CONNECTION, PER NEC 250.8 o PARALLEL TAP CONNECTION, PER NEC 250.8 UNDERGROUND BONDING CONDUCTOR, 08 AWG (MINIMUM) e PARKER MYNl� PARKER MYNOPENBERG 4 A5500. INC PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS 1729 RIDGENOOD AVENUE HOLLY HILL FLORIDA 52118 (386) 6-77-6891 FAX (386) 677-2114 TYPICAL RE5IDENTAL 5W/POOL DESIGN FOR ALL SEASONS POOL5 4 5ERVICE 185 EAST AIRPORT BLVD. SANFORD, FLORIDA 401-811-2020 THIS SIGNED AND SEALED SHEET IS TO BE USED AS A MASTER FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE YEAR EXPIRING ON 12/51/18. IF THE FLORIDA BUILDING CODE IS ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING MAY BE RENDERED VOID. SHEET 3 OF 5 4" DECK 03 BAR AT 12" ON CENTER BAR TO BE 5 FT LONG TURN DOWN FOOTER DETAIL 1-#3 BAR CONTINUOUS BRICK PAVER POOL DECK m QO 1-#3 BAR VERTICALLY )I n 4 MIN ® 36" ON CENTER i . 1-#3 BAR � CONTINUOUS PAVER DECK TURNDOWN DETAIL 04 BAR AT 12" ON CENTER 32" B=1/2" X A 3-1/2" TYP ALL SLABS FLAT SLOFE/NO FOOTING TYPE I 24" i-ii — ocaAR !':nNIT MOTERATE SLOPE FOOTING TYPE 2 BAR AT 12" ON CENTER 04 BAR AT 12" ON CENTER 2 FT RETAINING WALL RETAINING WALL 5000 P51 FUMP MIX CONCRETE PNEUMATICALLY APPLIED. #4 BAR AT 12" ON 04 BAR AT 12" ON CENTER 4 FT RETAINING WALL RETAINING WALL 3000 PSI FUMP MIX CONCRETE PNEUMATICALLY APPLIED. I 3) 03 REBAR CONT. — I FT IN 6 N THE POOL CONTRACTOR SHALL PLACE ALL STEEL \ OR IN THE POOL WALL AT NO STEEPER //� -,.; :e e... /j\//. MORE THAN 6" ON CENTER ,;.::::. \\\\ ,•.. .. •. ..: \ � IN BOTH DIRECTIONS IN ANGLE AREAS WHERE THE OF REPOSE IN ENGROAGHED ON OR THE POOL SHELL ENCROACHES INTO THE I TO I AREA. STEEP SLOPE FOOTING TYPE 2 SLAB -FOOTING DETAILS 2500 MIN. GUNITE MAY BE 5U5SITIUTED FOR 3000 PSI CONCRETE USE GXG 10/10 WWM OR FIBER MESH CURE FOR ONE WEEK BEFORE INSTALLING ANCHORS. 12" 3000 P51 CONCRETE W/ 2-03 REBARS RIBBON FOOTING W/ PAVER DECK 04 BAR AT 12" ON CENTER 24" 5 FT RETAINING WALL RETAINING WALL 3000 PSI PUMP MIX CONCRETE PNEUMATICALLY APPLIED. EXISTING STRUCTURE 2" X 4" STRINGERS PLACED AT 2 FT ON CENTER IN ALL AREAS STEEL TEX FORM W/ STRUCTURAL STEEL IN PLACE TO BE INDEPENDENTLY SUPPORTED AWAY FROM SHORING. THE POOL SHELL WALL SHALL BE — CONSTRUCTED AT G" THICKNESS. # 3 REBARS AT 6" ON CENTER BOTH WAYS IN AREAS THAT EXTEND INTO THE ANGLE OF REPOSE STRINGER MAY BE DRIVEN INTO GROUND MIN. 9" OR OTHER1,4I5E SUPPORTED TO PREVENT FROM KICKING OUT AT BASE. SNORING DETAIL IN LOCATIONS WHERE EXISTING FOUNDATION 15 THREATENED BY UNDERMINING DUE TO ADVERSE CONDITIONS AT THE TIME OF EXCAVATION SHORING MAY BE REQUIRED. CONCRETE PAVER DECK �c 12" 3000 P51 CONCRETE W/ 2-03 REBARS RIBBON FOOTING W/ PAVER DECK SIDE WALLS CONCRETE PAVER DECK t�i"rii�Y'tP da; y�c ? NOt VSLID 1;1TI``DUT 12"tt 3000 P51 CONCRETE W/ 2-03 REBARSZj °. RIBBON FOOTING W/ PAVER DECK FRONT WALL PARK67�' IY NEN3ERG, i iE. !132645 3'-G" MIN. DISTANCE LESS THAN 1 ON I 45' STRINGER TO BE SUPPORTED BY CLEATING TO SUITABLE ANGHOR DEVICE SUCH AS A 2" X 4" ATTACHED WITH ANCHOR NAILS OR TAPCON5 TO EXISTING CONCRETE LANAI OR EXISTING STRUCTURE OR ITS FOUNDATION. EXISTING STRUCTURE USE 1/2" PLYWOOD SHEETING OR EQUIVALENT BUILDING MATERIAL TO RESTRAIN SIDE OF EXCAVATION BACKFILL BEHIND SHORING TO PREVENT UNDERMINING OF EXISTING STRUCTURE. PROVIDE WEEP HOLE5 AS APPROPRIATE. CONTRACTOR SHOULD ATTEMPT TO CONSTRUCT ROUGH SHELL AS RAPIDLY AS CONDITIONS WILL ALLOW. THERE 15 NO SUBSTITUTE FOR RAPIDLY BACKFILLING EXCAVATION TO PREVENT UNDERMINING OF ADJACENT STRUCTURE. PARKER MYNCNENBERG 4 A550C., INC. PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS 112`1 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32117 (386) 61-1-6891 FAX (386) 611-2114 TYP I CAL RE5IDENTAL 5-4/FOOL DESIGN FOR ALL SEASONS POOLS 4 SERVICE 185 EAST AIRPORT 5LVD. SANFORD, FLORIDA 407-871-2020 TW5 SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE YEAR EXPIRING ON 12/31/18. IF THE FLORIDA BUILDING CODE 15 ALTERED OR MODIFIED BEFORE THAT DATE, TI415 DRAWING MAY BE RENDERED VOID. 5hIEET 4 OF 5 05 BAR CONTINIOU5 N �Z O x> STANDARD YARD ELEVATION ALUMINIUM SCREEN UPRIGHT #5 BAR AT 40" ON CENTER WITH CELL FILLED WITH CONCRETE DECK DRAIN i 4" POOL DECK --05 BAR AT 12" ON CENTER BLOCK WALL DETAIL WALL 3000 PSI PUMP MIX CONCRETE MUD SET #3 BAR AT 12" ON CENTER BRICK PAVER POOL DECK X cv L X m i 41 36" TURNDOWN WALL 3000 PSI PUMP MIX CONCRETE 6 FT RETAINING WALL RETAINING WALL 3000 P51 PUMP MIX CONCRETE PNEUMATICALLY APPLIED. POOL SHELL FINISHED GRADE 04 BAR CONTINIOUS 977 Q v O I 11 4: STANDARD YARD 'a ELEVATION ',ITER t}�4'i� n > °f h a r✓ �v �<c� s G Y s�%• PARKER MYNG hd E��qf-jj- § "�32645 12" SMALL RETAINING WALL WALL 3000 P51 PUMP MIX CONCRETE ALUMINIUM SCREEN UPRIGHT #5 BAR AT 40" ON CENTER WITH CELL FILLED WITH CONCRETE DECK DRAIN / 4" POOL DECK 16" 04 BAR AT 12" ON CENTER BLOCK WALL DETAIL WALL 3000 PSI PUMP MIX CONCRETE Residential Swimming Pool Safety Act Requirements FL Statutes Section 515 Swimming Pool Barrier Affidavit Owner: Project Contractor: All Seasons Pool Service Inc Permit # 1, John N Watts, License# CPC 023576 hereby affirm that one of the following methods will be used to meet the requirements of Florida Building Code, Section 424.2. The pool will be equipped with an approved safety pool cover that complies with ASTM F 1346-91. Standard Performance Specifications for Safety Covers for Swimming Pools Spas and Hot Tubs. A continuous, one piece barrier (Child fence) meeting the requirements of Florida Building Code 424.2.17.1 will protect the pool perimeter (pool deck). Submitted Plans must show the fences' location and method of attachment, including one end shall not be removable with the use of tools. A combination of non -dwelling walls ( screen enclosures, child fences, etc...) will protect the pool perimeter. Submitted plans will specify the type and location of all non -dwelling walls. Any combination of protection which incorporates dwelling walls with doors and/ or windows opening directly into the pool perimeter which includes self closing, self latching devices and / or exit alarms complying with UL2017 and Florida Building Code 424.2.17.1.9. Submitted plans will show all types and locations of all perimeter protection. The plans must also show the location and types of all opening as well as the hardware and /or exit alarm for each location. I understand that not having one of the above ( or an approved alternate) installed will constitute a violation of Chapter 515 F.S. and will be considered as committing a misdemeanor of the second degree, punishable as provided in section 775.082 or section 775.083 F.S. John N. Watts Contractor r O e 's Signatures aV�`ra Owner's Name ( Print) Owner's Signatures Owner's Name ( Print) BOUNUARYSURVEY FOUND 51811LOT 59 IRON ROD NO %D 02S S8904449"E 0.4'W q .6 I 7.5' U.E. I �i�11 19I9'. (, LOT 57 0 � J w (cn ro Z 8,- C' 38.V LOT 56 BUILDING #146 N '- CD `" 4 . .7 SET 1120 IRON ROD 90.00, 0, ' L8 #7893 rn 0.6'W -4 1 O Ic = (Lr) 0: 20.4' s 4 I LO 0 CD 20.0 •. ' -'I J• I I N c CONC. 25t B.S.L. L ' DRIVE FOUND 3/4" : ' 10' U.E. FOUND 314" IRON .PIPE •d• `' • ,..:. ; PIPE ��~ I 890441491190.00' + I I +, NI )N 65.77' P.C. HAZEL BOULEVARD SURVEYNOTES 50'RNV (IMPROVED) (TAIGREJETRI CROSSING INTO 25'B•S:L•, 10' U.E. AND OVER LOT LINE ON SOUTH SIDE OF LOT THEREARE FENCES NEAR THE BOUNDARY OF THE PROPERTY AND CROSS INTO THE F U.E. AND 7.5` U.F. AT SIDES AND REAR OF PROPERTY CONCRETE CROSSING INTO 20' B.S.L. AT REAR OF PROPERTY B.S.L.=BUILDING SETBACK LINE LOT 55 CU �11 , I (ON- ltN1 F ' Ocs 6 .. 0 No. 641E 4, SURVEYORS CERTIFICATE TARGET Y � I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRECT REPRESENTATION OF A!b/ �_ w —� a SURVEY PREPARED UNDER MY DIRECTION. J,.11�®1 i N NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC LB #7893 STATE OF ` SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL. °ro F 0 R 1 0 P o" OR A RAISED EMBOSSED SEAL AND SIGNATURE. SERVING FLORIDA r s u R s Digitally signed Kenneth by Kenneth 6250 N. MILITARY TRAIL, SUITE 102 osdorne WEST PALM BEACH. FL 33407 OsborneDate:zotzot.o6 PHONE (561)640-4800 10:35:36-os'00• STATEWIDE PHONE (800) 2264807 (S/QNED) KENNETH J OSBORNE (N L T 1) STATEWIDE FACSIMILE (800) 741-0676 WEBSITE; http:lltargetsurveying,net PROFESSIONAL SURVEYOR AND MAPPER 06415 f � RO'YLl) LAN$ S �Joc —100 Ok to install 267 s.f. pool and 495 s.f. deck as shown on plan. Meets area and dimension regulations for the SR-1A zoning district. No structure, equipment shall encroach into the utility easement. VSBmPro *JandyePro Series variable -speed pumps comply with Appliance Efficiency Standards (n.g,CA-Title oVand ANSMAPSP'15)and qualify for energy company rebates where available. VS FloPn3i5designed with aOinnovative adjustable base, allowing for simple installation 0Onew construction, 8rquick and easy replacement 8f existing pumps. Well suited for applications with 1.5" or2" plumbing, the V8F|OProiadesigned tobeoperated atenergy saving lower speeds for rn@Xin0UOn gffiCi8AC\c , Ultra high efficiency motor. Features o totally enclosed fan -cooled (TEFC> permanent magnet bruShl8aa DC motor for COO/Sr operation and extended motor life. ° On -board digital controller included. Two timed speeds/8 speeds total. 1800[0t3tGb(e & remote mountable for easy installation. Reliable battery backup ensures time and settings are stored during power outages. = High performance pump in on ultra compact body. Fite easily in anoaU equipment areas. Additional Features ~ Adjustable base included * 2" unions and 2" internal threads , Ergonomic easy -transport handle * High profile easy -grip handles with large capacity basket "Complies with Appliance Efficiency Standards (CECTitle 20 &ANS119/ APGP-15) and qualifies for power rebates, where offered ' � Part No. Description HP List Price -. � �� �+�`� 2013-2014 Zodiac Pool Systems, Inc. Product Catalog • Model No. HP Voltage Watts A Recommended Carton Weight Overall Length Pipe Size VS-FHP 1.0 1.0 230 VAC 1,600 W 11/2 - 21/2 46 lbs. 25.25" When installing the pump, leave a minimum of 2 ft. of clearance above the pump for removal of strainer basket. 10 7;tI' .► I Front.Edge of Union to Center of Solt Holes Boll Holes. Center to center Hayward` Super No Base Purrp,0 PentairO 7 3/4 SuperFlo,"I Sta-Rite" 123/4" SuperMaxO Small Base Hayward Super 11,' JandyO Pro Series gr/a" 13 7/8" PlusHP, Jandy Pro Series Max HP Small Base Pentair WhisperFW 91/181, wl Spacers Sta-Rite Dyna-Glas" Small Base + Sta-Rite Max-E-Prog' Large Base Sta-Rite Dura-GlasP 10314" 153/4" Sta-Rite Dura-Glas 11, Sta-Rite Max-E-Glass' VS FloPro (VS) Pump Curvea 1#0 1 90 0 ± 80 IL 0 t.— 70 W W 60 3450 RPM W 50 :r U 40 < 2500 RPNI Z 30 0 -J 20 _1510RPNI 10 0 1— 1 7610 RPM 0 G 10 20 30 40 40 35 30 — 7f 0 25 Uj 20 D 0 U) 15 0� UU 0- 10 Z D 0 5 a- 50 50 70 80 90 100 110 120 130 140 150 160 170 180 19n 200 FLOW RATE, GALLONS PER MINUTE, (GPM) 2013-2014 Zodiac Pool Systems, Inc. Product Catalog ,c)2013 Zodiac Pool Systems, Inc. All rights received 1013 ZODIAC(q,l is a registered trademark of Zodiac International. To view full catalog go to Products page ,j� nn k� SAS ' U.-used under license. Trademarks referenced herein L=/ L.Z.� at vvww2cdiacPoolSysterns.corn are the property of the,, respective owners. - jand', 7 Pro Series Pr �Y�l by ZODIACO CS100 CS Cartridge Filter 100 Sq. Ft. CS150 CS Cartridge Filter; 1*50 Sq Ft ", 1 CS200 CS Cartridge Filter 200 Sq. Ft. CS250 CS Cartridge`Filter h 250 Sq. Ft. CS Filter Head Loss Curves 8 6 Design Head Loss (ft head) 4 3 Design Pressure 2 Drop (psi) 2 y I � ' 0, 0 0 30 60 90 120 CS150 Flow Rate (gpm) CS200 CS250 --® CS100 www.ZodiacPoolSystems.com CS Series Filters 3,h, Model No. CS100 CS150 CS200 CS250 Filter Area 100 ft2 150 ft2 200 ft2 250 ft2 Design Flow Rate 1 gpm/ft2 .85 gpm/ft2 .625 gpm/ft2 .5 gpm/ft2 Maximum Flow 100 gpm 125 gpm 125 gpm 125 gpm Six (6) Hour 36,000 45,000 gal- 45,000 45,000 gal - Capacity gallons Ions gallons Ions Eight (8) Hour 48,000 60,000 gal- 60,000 60,000 gal - Capacity gallons Ions gallons Ions Normal Start Up Pressure 6-15 psi 6-15 psi 6-15 psi 6-15 psi Max. Working Pressure 50 psi 50 psi 50 psi 50 psi Cartridges 1 1 1 1 Required Shipping Weight 28 lbs. 28 lbs. 34 lbs. 36 lbs. Height ('A') 323/s" 323/3" 421/2" 421/2" ©2011 Zodiac Pool Systems, Inc. SA6259 0611 7nnIAR® is a ranictarari trariamark of 7nriiac Intarnatinnal R A S I I ncgri iinriar linanca Job Name: * Portillo / Elliszander Job # 9586 Swimming Pool Efficiency Compliance Information NOTE: These Requirments Apply ONLY to the Filtration Pump ANSI/APSP/ICC-15-2011 Flow Calculation: Pool water volume 6,728 = 360 = 36 gpm - this is the calculated flow rate. Note: for pools under 13,000 gals. the calculated flow rate or 36 gpm whichever is greater = the filtration flow rate. Is there an Auxiliary load on the filtration pump? YES _� NO If so, what in the calculated flow rate 90 gpm- Flow Rate (low speed) 35 gpm @ 600 rpm. Minimum suction side pipe size @ 6 fps 2.5 in. Minimum suction side branch pipe size @ 6fps 2.5 Minimum return side pipe size @ 8 fps 2.5 in. Minimum suction side branch pipe size @ 6fps 2.5 Determine Filter Size: Filter Factors (GPM/SF): W Filter Size: 90 ' 375 (Flow Rate) (Filter Fact) Cartridge (0.375) = 240 (Flan Rate) F] DE (2.0) 1:1 Sand (15) CS 250 (Fitter Make & Model) Pump Controls Filtration pump has no auxiliary load - standard time clock Filtration pump with auxiliary load - Control model for low speed default whithin 24 hr. 2ND TIMER Heater Model-, Gas Heater efficiency rating (No Pilot Light) Heat Pump efficiency C.O.P. ANSI 5 & ANSI 7 Compliance work Sheet Determine Simplified TDH: Determine'Simplified TDH: Branch Piping to be 3 inch to keep velocity @ 6 fps max at 136 gpm System Flow Rate. Trunk Skimmer 11 �� inch to keep velocity @ a fps max at gpm System Flow Rate. Suction Piping to be 3 8 181 Return Piping to be 2.5 inch to keep velocity @ 10 fps max at 146 gpm System Flow Rate. Pump Selection as Listed on Curve&r C (circle one) Filtration Pump: VS FHP 1.0 HP Maximum Flow Rate 120 gpm Determine the Number:and Type of Required In=Flow Suction Outlets: in. Check all that apply. Main Drain Cover: VGB CHANNELL in. o, Q 2 �� suction outlets @gpm max. flow 1 Do Go 3 suction outlets @ gpm max. flow FLOOR suction outlets @ 2OO gpm w/ �� Ports 1. Distace from pool to pump in feet: 33 2. Friction Loss (in suction pipe ) in 3 Inch pipe per 1 ft. @ 181 gpm = .07 (from pipe flow friction loss chart) 3. Friction Loss (in return pipe ) in 2.5 Inch pipe per 1 ft. @ 146 gpm = .13 (from pipe flow friction loss chart) Determine Simplified TDH; TDH in Piping: 6.6 4, 33 X .07 = 2.31 Filter I Heater loss in TDH: 4.5 (Length of suct. pipe) (Ft of head! 1 R of Pipe) (TDH Suct. Pipe) 5. 33 x 13 _ 4.29 All Other losses: (Length of Return pipe) (Ft of head 11 ft of Pipe) (TDH Return Pipe) Total Dynamic Head (TDH): 11.1 Total Head in Conversion Chart Inches Mercury (Vacuum Gauge) 0 2 4 1 6 1 8 10 1 12 14 1 36 18 0. 0.0 2.3 ....:4,5 6.8 9.0 1141 13.6- 1" 1 18.1 20.3 -. 1 2.3 44 '.6.8 2.1 11.4 13.6 15.9 19.1 20.4 22.7 2 4;6 019 9.1 114 1X7 15,9 m:l 20.4 227 25.0 3' 6.9 9.2 115 13r7 18A 11 20S 22.8 25.0 27.3 4 9.2 11-5 13.8 16.0 18.3 20.5 22.8 25.1 27.3 29.6.- 6 11.8 13.8 _ 16.1 18.3 20.6 22A 25A 27.4 '. 29.6 31.9 6 139 15,.1 10.4` 20.6 22.9 25.2 27A .. 29.7 31.9 -: 34.2 7 16.2 . W4.. 20.7 .23.0 '25.2 274 1 20.7- 32A -34:3 .' i36.5 . '20.7 :23.0: 25.3 :. 27.5 29.8 - 324 34.3 36.6 38.8 9', 20.8 " 23.1 25.3 -27.8 29.8 32.1 34.3 38.6 .38:9 41.1 _ 10. - ` 23.1 `._ 25.4 27.6 - 29.9 32.1 34.4 36.7 . 38.9 - 41.2 43.4 W 11 25:4 _ 27.7 29:9 322 34.5 36.7 39A 41:2 43.5 45.8 (r} -27 21.7 30A .32.2 34.8 3" 39A 41.3 43.5 45.8 48.1 13 30.0_ 32.3 34.6 362 39.1 41.3 43.6 45.9 ;48.1 60.4 Q 14 323 34.6 369 39.1 41A 43.6 46A 48.2 60.4 52.7 15 34.6 36.9 39.2 41.4 43.7 1 45.9 48.2 50.5 627 55.0 , W 10.. 37.0 .39.2 41 S 43.7 46 0 48.3 -. 60.5° "Sze 55.0 57.3 ' 17 39.3 ' 41.5 43A 46.1 49.3 - sox 52.8 57A 59.6 118 41.6 43.8 46.1 48A 50A 523E 55.1 57A 119.7 619 (n 19 43:9 46.2 48A - 60.7- 52.9 65.2 67.4 59.7 .62A •04.2 W 20 46.2 48.5 50.7 63,111 t552 67.5 592 62.0 $4.3 86.5 2.1 48.5 50.8 63.0 55.3 57.6 69.8 62.1 64.3 :66,6 solo v 22 50.9 53.1 65.3 57.6 -69;9 '67-1 64A 66.8. 68.9 71.2 23 53.1 55.4 57.7 59 9, '.62.2..1 64A .. 66.7 69A 71-.2 -73.5 d 24 88:4. 57 7 - 60.0 62.2 - 64.5 66.7 69.0 71.3 73.5 75.8 25 57.8 60.0 6" 645 88:8 59.1- 71.3" 734 1 75.8 78.1 11 25' Mill 62.3 64.6 66.8 69.1 71.4 73.6 759 1 78.1 00-4 27, 87.4. 64„6 859 69.2 71A 73:7 75.9 78.2 so$ 82.7 28. 64.7 - XCO 69.2 71.5 73.7 76.0 78.2 80.5 82.8 85.0 29 97.0 69.3 71.5 73.8 76.0 78.3 soS 92.8 -851 $7:3 30. rm1l 711.6 739 76..1 .78.3 80.6. 62.0 85.1 87A 89.6 . .. 31. 71.6 73.9 76.1 78.4 80.7 82.9 - 85.2 87A 89.7 82.0' 32 73.9 762 .... 78.4 B0.7 B3.0 852 875 89.7 82:01 94.3 33. 76.2 '78.5 '80.7 83A 863 EIS 85.8 92.0 94.3 86.6- 34 70.5 60.8 03.1 85.3 87.6 89.8 92.1 94.4 96.6 1 98.9 35 80.9 03.1 $5.4 87.6 899 - 02.2 94.4 96.7 98.9 1012 NOTE: Field TDH Must be Equal to or Heigher Than the Calculation TDH Flaw and Friction LOSS Per Foot Schedule 40 PVC Pipe Velocity - Feet Per Second Pi Size 6fps 8fps 10fps 1 16 gorn 1 0.14' i 21 9pm m 1.5" 37 gpirn 08' 14' 62 gpm 0.06' 0:0' m _ 2.5 8 9Pm 0.06 117 gpm 0.09, 14 gpm 9Pm _01W W gPm -6-:07' 9Pm For each pump heck One. Sim Afied Total Dvnamic:Head (STDH) Complete STDH Worksheet - Fill in all blanks. Total;Umomic bead (TDH) Complete Program or other talcs. Fill in required blanks on worksheet & attach calculations: ,Maximum Flow Caoacity of the new or replacement pump. ALL SEASONS POOL SERVICE, INC. 1 185 EAST AIRPORT 5LVD. SANFORD, FLORIDAQ EXPIRES DECEMBER 31, 2018 pL 1' a+. t4" in VGB UNBLOCKABLE CHANNEL PEBBLE Top DRAIN COVER Only One Drain Cover Needed Color Match Pool Fittings Channel Pebble Top Drain Cover A&A AVSC Channel Drain Baffle *- Patent a's 6.209,586 16.340,035 i 6,557.588 A&A —► AVSC Channel FEATURES Drain Sump This new Unblockable Channel Pebble Top Drain Cover is designed with our Pebble Top Technology that adheres the same plaster, aggregate, or tile being applied to the pool, directly to the top of the drain cover to virtually disappear into your pool floor. Channel Pebble Top Drain Cover A&A AVSC Channel Drain (sold separately) • Fits with A&A AVSC Channel Drain (sold separately) • Unblockable design • Safety Engineered: VGB, ANSI/APSP 16-2001 and • Large Opening for debris removal NSF/ANSI 50-2009a Compliant • Available in Single and Dual Inlet • Flow Rates: Single inlet 200 GPM; Dual inlet 208 GPM • Save money: with dual inlet design you can use one • Manufactured from superior UV -Resistant ABS AVSC Drain for two pumps • Available in 7 designer colors • Perfect for pools, spas, negative/vanishing edges, • Proudly made in the USA fountains, and water features • Optional Hydrostatic Valve connection Color Options LVhrte Clear igh ®® Blua a may"' ""�.'S!S r-tirr, r�Y• Y Install Battery .................... ... 3 ......................... Auto Battery Check f Mount On Wooden Fence ...................... 5 Mount On Metal Gate....................................6 Mount On Wall And Glass Doors ................... 7 Additional PASS/RESET Switch ................... 8 Operation..... ......... ................... 9 Automatic Reset Under All Conditions ........10 Auto Siren OFF ............................................ 1I Automatic Continous Monitoring ....._......... 11 IMPORTANT............................................... 12 Welcome Congratulation on purchasing this YARDGUARD safety alarm. The YARDGUARD can be used to monitor potential dangerous areas, and provides a high volume alarm/alert when children enter these areas. It can be used indoors or outdoors, mounted on a wooden fence or metal gates. It can be mounted on any doorways or openings that lead to potentially dangerous areas. Caution The alarm siren is very loud. Never place the unit close to your ear. Prolonged exposure to the loud siren can affect your hearing. Install the unit at minimum height 54", high enough to be out of reach of children. This YARDGUARD is an entry monitor device. Whether expressed or implied, it cannot replace any safety device. All safety precautions should be maintained, including parental supervision. Neither SrnartPool Inc. nor anyone else who has been involved in the creation, reproduction or delivery shall be liable for any direct, indirect, consequential or incidental damages arising out of the use or liability to use the YARDGUARD. ♦- Install Battery Before installing the battery, use a rubber band to hold the n�agnet sensors together temporarily, with dot matched to dot, thereby preventing the alarm from sounding after the battery is installed when mounting the unit_ To install battery, remove the four screws at the back, then open the battery door. install a fresh 9V battery (not included) into the battery compartment. Check the polarity. Close the battery door and tighten up the four screws. Now the unit is ON and in working mode. To check if battery is installed properly, press the battery check button located at the lower right corner. The unit will beep when you press this button. if no beep sound is heard, check the battery installation again, or replace with a ne«x battery. Auto Battery Check The unit will keep monitoring the battery level. When it detects that the battery is low, you will hear a loud and short beep every minute. Change battery when you hear this beep. Mount On Wooden Fence Install the mounting bracket onto fence post using the two bigger screws. Slide the alarm unit onto this mounting bracket You will feel a click when the unit is properly installed. Mount the two inagnet sensors onto fence post, one on each side, using the four smaller screws. Mount On Metal Gate Install the mounting bracket onto gate post using two nylon straps. Slide the alarm unit onto this mounting bracket. You will feel a click when the unit is properly installed. Mount the two magnet sensors onto the t w o spacer stands using the f o u r smaller screws and then mount this sensor assembly onto gate post usinz the nylon straps. s 6 Mount an Wall And Glass Doors Install the mounting bracket using two pieces of double sided foam tape. Slide the alarm unit onto this mounting bracket. You will feel a click when the unit is properly installed. Apply the double sided foam tape onto the bottom recessed area of magnet sensor pair. Mount the mad sensors, one on the door a the other on the door frann( Mount the magnet sensor w the wire onto the statione surface such as door frame Additional PASS/RESET Switch This unit provides an additional PASS/ USET switch, which can be mounted on the other side of the door for convenient access from both sides. This additional switch can be mounted by the 2 smaller screws or Al 1161C;Ai A iinam 7 8 ii. Operation This YARDGU.A.RD is designed to monitor the opening of gate or door, to alert an adult if a child has opened a gate or door to a potential dangerous area. Check the battery. Press the CHECK button should give a loud beep, otherwise replace with a new battery. The twit will give a loud siren if gate or door is opened by more than one inch. For adult entry, press the PASS button. The unit will allow the door be opened up to 7 seconds without triggering alarm. However, if the gate or door is opened for over 7 seconds, the alarm will trigger. 4 To reset the alarm, first close the door and then press the PASS/RESET button. The alarm is now back to stand by mode. To exit the protected area, press the PASS/RESET button and exit the area within 30 seconds. Automatic Reset Under All Conditions The unit will be reset automatically in 30 seconds after the last key activation. If the PASS/RESET button is pressed but the adult entry 7 seconds allowance is not utilized, this adult entry allowance will be canceled in 30 seconds, and reset to stand by mode automatically. ip r. Auto Siren OFF Siren can be turned OFF manually as describe on previous section. or the 111111 u%ill reset in 4 minutes automatically if the clat.e is closed. Automatic Continous Monitoring If alarm is triggered and reset by itself in 4 minutes, the unit will check the condition of magnet contact sensor to decide if the door remains open or not. If the door is left open. the alarm sounds again for 4 minutes_ check the door condition agaitl and continue the cycle until the door is closed IMPORTANT Deep the distance between the two pieces magnet sensor contacts to a maximum of 3/4" Test the unit by opening the door. The alarm should go off immediately. Otherwise contact SmartPool Inc. at 877-799-7665. Do not rely on the alarm until the test results are satisfactory. 12 on Stra Mounitin era etj COMPLIES WITH YJ 2017! MARIPOOL�, SMTEw DOOR, WINDOW FMUR P13RTEo PORTLL13N ET FEN�7RE 7V All Hardware for ,Includes Mounting on Wooden and Metal Wes, Sliding Glass Doers & windows-11 ,omprwd tout to MUM481pur to monfirge -,-jr pane do boll ou de metal, fes pa, las of !as fen.afres (CvrjS=t0S oil verre 120 d8 Siren! Sirke do 120 dR Meets or Exceeds Ag State sorrier Akm Codes! Respecle ou dipasse toutes to; VMS Low Battery Warnings Averlissement d'? buifcdO 19.1bb ;y Aulontac Reset! __'-" �`-" PI:itluflsarlon vulomallve -%MEOW kv