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HomeMy WebLinkAbout22-3583City of Zephyrhilis 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 0358 -ate: 02/2 117 mma=��� !!III! 1 1111111!1! III!JIJ III I I Jill 0, Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE WPEIT OIFFICIE A ?ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION INSTR#2022043579OR BK10556 PG752 Page 1 of i 02/21/2022 01:30 PM Ropt: 2419852 Rea: 10,00 DS: 0,00 IT: 0,00 Nikki Alvarez- Sowles, Esq., Pasco County Clerk & Comptroller Permit No, Parcel ID No NOTICE OF COMMENCEMENT State of County of — ----- 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: Parcel Identification No. Street Address: Z General Description of Improvement 1 Owner Information or Lessee infoirmation if the Lessee contracted for the improvement . . . ..... Address city State Interest in Property: Narne of Fee Simple Titerroldec (if different from Owner listed above) Address _ city to 4, Ccntractor: Name City Ii state Contractors Telephone No.: 5, Surety: Name city State Amount of Bond: Telephone, No.: B. Lender-. Name Address— City ----- State Lender's Telephone No,: 7. Persons within the State of Floods designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(l)(a)(7), Florida Statutes: ;Kddress city State Telephone Number of Designated Person: 8, In addition to himself, the owner designates of -- to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes, Telephone Number of Person or Entity Designated by Owner: 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be one year from the 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 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. Under penalty of perjury, I declare that 1 have read the foregoing notice of commencement and that the facts Stated therein are true to the best of my knowledge and belief. STATE OF FLORIDA COUNTY OF PASCO Wd 4 n."4. ,a U rear, r1ParinedManager The foregoing instrument was acknowledged before me thkl�mmdayof � b, -----as (type of (authority, e.g., officer, trustee, attorney In fact) for (name gittearty on behalf of whom instrurnera,was executed). Personally Known E] _QR Produced ldentfficrniortAr' Notary Signature KAW—LT-C�Q Type of Identification Produced --Name (Print) A V &NIMA A KILOSICK! Marv state Of Flon,da Or-ni'sion # GG 324783 Commission Expires ti L ......... April 117, 2023 wpdatalbcs/noticecominenCeITIW)I-,pc053048 6846 N. DALE MABBRY HWY, TAMPA, FL 33614 PHONE: (813) 886-9119 FAX: (813) 884-1829 To whom it may concern: ,,36,b --3 On permit number BLP,2-2- � t 6324 Bradford Woods Dr. Zephyrhills, Fl 33542 f, Brett Foster, am certifying that the electrical bond and plumbing pressure test were both observed by me and meet and/or exceed all code requirements. Please let me know if you have any questions. Brett Foster General Manager Cody Pools. Inc 813-886-9119 In the State of Florida, county of Hillsborough, the foregoing instrument was acknowledged before me by means of physical presence this 16th day of March, 2023 by Brett Foster who is personally known by me and has taken an oath EMINAIA A. KLOSICK" .Notary Riblic-State of Florida Comohlssmi # GG 324783 My Commission Expires Aon! 17" 2023 DUKE ir E IN E RGY. WR # 43924117 January 27, 2022 Challenger Pools mgittens@challengerpools.com Dear Maxine Gittens: Thank you for contacting Duke Energy Florida, LLC for a letter of no conflict regarding your pool construction. NO CONFLICT: Duke Energy Florida, LLC has reviewed our existing facilities at the above referenced address and has found no apparent conflict at the proposed pool location. According to the drawing(s) you have provided Duke Energy Florida, LLC has no objection to the proposed construction. Note, Florida law requires excavators to dial Sunshine State One Call of Florida at 811 to locate existing underground utilities prior to digging to avoid personal injury and damage to equipment. Ryan Flaherty Project Coordinator Duke Energy Florida, LLC 4121 Saint Lawrence Dr, New Port Richey, FL 34653 1 813-780-00 \ City Of Zephyrhills Permit Application Fax-813-780-0021 Building Department mm Date Reeved Phone Contact for Permitting 1 S w tcaSeIII r Owner's Blame Owner Phone Nu � tr '$ Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address 1 SUBDIVISION " PARCEL l m (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR F_� ADDIALT SIGN DEMOLISH INSTALL REPAIR„ PROPOSED USE SFR COMM OTHERs>,.ja��� TYPE OF CONSTRUCTION BLOCK E] FRAME STEEL --�—— r DESCRIPTION OF WORK + £ (✓ BUILDING SIZE SG@ FOOTAGE HEIGHT BUILDING $ a VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL S f q ) AMP SERVICE PROGRESS ENERGY W.R.E.C. d t PLUMBING =MECHANICAL. $ VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY = OTHER Ja��-/ t FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO ii '��, GUILDER COMPANY SIGNATURE REGISTERED Y / N FEE CURREN LY / N p T 1 L Address ��,,� L- � License# L,�- _ T,,t�"" T �_• f t9�' ELECTRICIAN COMPANY � � C.,, 0 SIGNATURE. REGISTERED Y / N FEE CURREN Y / N Address License# PLUMBER w COMPANY SIGNATURE REGISTERED Y (N FEE CURREN Y / N Tb " / _ Address T License # L z ij7T°t MECHANICA 11 M �FA I SIGNATURE L REGISTERED Y (N FEc cuRREN Y ( N Address License # OTHERE COMP�ANY ;�GFNSIGNATURE REGISTERED RY Address License# RESIDENTIAL. Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Constriction Plans, Stonowater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page, (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans. Stormwater Plans wt Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. *° PROPERTY SURVEY required for all NEW construction Directions; Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement Is required, (A/C upgrades over $7500) `* Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways -needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations, The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations, If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation Linder state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009, Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractors} sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89- 07 and 90-07, as amended. The undersigned also understands. that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, it Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances, CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as anneri If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the 'owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the Information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is any responsibility to identify what actions 1 must take to be. in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, WateriWastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses, Army Corps of Engineers -Seawalls, Docks, Navigable Waterways, Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways, I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a compensating volume` will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be, required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, after, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction at violations of any codes. Every permit issued shall become invalid unless the work authorized by such pen -nit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension they be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension- If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR affirmed)-before.Is Subscribed and sworn to (or affirmed) before me this �pbybedjnd aw­9qq to (orart is by Whois/are personally known to me or has/have produced Who isop 7 p 11 known to me or has/have produce' i' as identification. , !12t31L �Iontfficrkkun. Notary Public sty Public Commission No. Com si.Na.n Y" 6) Name of —Notar-y typed, printed or -stamped '__ Name of Notary typed . printed or stamped I I I I I Residential of "'Letter from yot,,,&r local power company***** "'""All set -backs shall be met""",* E42031 Receptacle outlets. Receptacles Of tlets shall be installed and located in accordance with. Sections E42031,1 through E4203,1 .5, Distances shall be measured as the shortest path that an appliance SLJPPIY cord connected to the receptacle would follow without penetra,fllrng a floor, wall, ceiling, doorvivay with ftinged or sliding door, window opening, or other effective permanent barrier, [680,22'A)(5)] E4203.11,Mhere required, At least one 125-volt, 15- or 20-aa,rpere receptacle supplied by a general-purpose branch circuit shall be located a rninimum of 6 feet (1829 mrn) frorn and not more than 20 feet (6096 rnrn) frorn the inside wall of pools and outdoor spas arid hot tUbs, ThOs receptacle sliaH be located not more tl",,,an 6 Ifeet, 6 inches (1981 mrn) above the floor, platforrn, or grade level serving the pool, spa or hot tub, [680,22(A)(1)] R4501,17ftsidential swimming barrier requirement, Residential weirnming pools shall comply with Sections R4,501,17.1 through R4501,17,3, Exception: A swirrirning pool with an approved safety pool cover complying with ASTM Fl 346, R4501 1 TA Outdoor swiniming pools, OUtdoor svvin­itning pools sliall be provided as a barrier complying with R4501 , 17, LI through R4501,17,1,14, R4501A 7 1 I J-he top of the barrier shall be al least 48 inches (1219 nnni) above grade measured on the, side of' the barrier w1fich tkes away from the swiryinving pool, The niaximurri ver-fical clearance between grade and the bottorn oil' the barrier shall be 2 incrres (51 inni) measlured on the side of the'. barrier which It"aces away firo-rn the swinuning pool, Wher-e the top of the pool StrUc,arre is above grade the ba,rder niav be at ground level or rnounted crn top of the pool structure, Where dhe barrier is 111,10U11ted or,,, top of the pool structure, the niaxim(ryi vertical clearance beiweeni the top ofthe pool structtu-e and the holtorn ot"the barrier shall be 4 inches ( 10'2 n,,ml), R4501.17A I "11w barrier niay not have any grips, openings, irldentations, protrusions, or structural col,11j,')onents that could allow as young child to crawl under,, sctueeze through, or chrnb over the barrier as he,,rein described belov, One end (it" a reinovable child barrier shall ncwt [)a rernovable without the akd of tools- Openings 3n, any barniker shall not allow passage of a 4-inch-dianieter ( 102 n-an) sphere, R4501AT,13 Solid barriers which do not have openings shall not contain inderitations or protrusions except for nim-mml constructioir tolerances and tooled masonry joints, R4501,,17,1.4 Where the barrier is corriposed of horizontal and vertical me nibers and the distance between the tops of the horizontal iriela bers is less than 45 inches ( 1143 ninn'), the horizontal members shall be located n the swityin-ring pool side of' dhe fience. Spacfing bet\xeen vertical members shtall riot exceed I, inches (44 rrim) in width, Where there are decorative cutouts within vertical rnembers. spacing within the cutouts shall not exceed 1,/, inches (44 nairi) in width, R4501 � 17.1 5 Where the barrier is coinposed of horizontal and la mical menibers and the distance betweeri the tops ail he. horizon'tal me-n-ibers is 45 iriches ( ' 1143 or tnore, spacing belween verticallmemers b shall not exceed 4 inches (102 min, Where there are decorative CLOOlItS Withill vertical members. Srlg Wt ithill hC C UIOUIt', shall not exceed I �., inches (44 untri) in wid P�Mtlh,, R4501,17.1 6 N/Iomirriuin mes'n size For chain link Fences shall be a 1/,-inch square (57 min.) undess Che ferice is provided with slats fiasteried at the top or butt ail which, redUce the, openings to no more, than 111'1/� inches (44 mrn), R4501,17AJ Where the barrict- i'sconiposed of diagonal mernbers, the maxinnuin opening formed by tl-w diagonal menibers sinall be no niore than 11, firiches (44 lnlo,), R4501,17.1 8 Access gates. wheri provided, shall be self -closing and shall conq,.,,ly with thw reqi,iirmnents of Sections R4501,17.1,1 through R4501,17,1,7 and shall be equip-ped with a set ff-latching lockirig device located oin tire. pool side ofthe gate, Where the device release is located no hews, t-han 54 inches ( 1 3 72 mm) fi-orn the bottonn, eel the gare, the device release inechanisinn ma\,, be located on either side of thic gate and so placed that it canned be reached by a youaig child over the top or throu, 'i any openirig or gat) ftorn this, outside. Gates that provide aCCeSS tO tIIC Solirafnifl#-' 0I ITILISI PO� open OUtward away Toni the pool, The gates cind barrier shall have no opening greater tharl /, inich ( 117 turn) withiri 18 inches (457 rnm) of the release nieclhanisni, R4501.17A.9 Wbwre a wa,111, of a dwelling serves as part of the barrier, orie of the fiollowing strall apply" 1,A11 doors and windovvs providing direct access ftom the home to the pool sh�,.ffl be equipped vvith an exit ah-mri compliling with UL 21017 that has a rninit"num sou!nd presSUre, rating of 85 dBA at 10 t , eaet (3048 mrvi), Any deasws activtion itch hall be located at least Sal inches 113712 rrim) abve othe threshold of the access, Separate alamis are riot required 1"or each door or window if sensors wired to a central alarm sound when contact is broken, at any Opening, Exceptions: 1, a,Screened or protected windows havIng a botto'n, sill height of 48 Hiches (1219 irurn) or more nkreasured born the interior Ifinished floor at the pood access level, 2, bVindows facing the pool on floor above else' first story. 3, c,Scrceyiedl or protected pass -through kitchen windows 42 inches ( 1067 nairi) or higher with a counter beneath. 4- 2,AIJ (loors providing direct access f7rom the home to the pool mum be equipped wit i "i st-lf- closing, self' -latching device with positive rnechanical latching/locking inctfilled a afinimuin of t: 54 inches ( 137'2 aini) albove the threshold, which is approved by the authority having jurisdiction, 3, 3A swinurring pool alarm that, When Placed in as Pool, SOUnds air Mann ukpon detectior,,, of an accidental 01- UllklUt.110rized entrarice into the water, Swch pool alarm rnust rneet atid be fin,dependei-Aly certified to ASTM Standard F22)08, fifled "Standard Saftety Specification Iflor Residential Pool Alarms," which Hicaides sunfiace inotim"k, pressure, sonar, laser, and infrared alanns, For purposes ofthis paragraph, the teria`i "swinuning poo. alann," does riot, inch,i(, e ariy swimming protection alarni deN ice designed fior individtial use, suich as ari Mann attached to a child that sounds when the child exceeds as certain distance or lbwcornes submerged in vvarer, R4501.17AA0 Where an aboveground pool structure is used as a barrier or whtere the banrier is niounited on top of t1he pool StRICtUre, and the inearis of access is as ladder or steps, the ladder or steps either shal I be capable oftbeing secured, locked, or removed to prevew access, or the ladder or steps shall be SUM'u.nded by as barrier which nieets the require nneat s of Sections R,4501.17AA through R4501,1'7,1,9 and Sections R4501,17,1,12 throutgh R4501,17,1 11 I , ,, 4, When Ithe, ladder or steps are SCCUred, locked or rennoved, any opening created shall not allow the passage (A'a 4-inch.-dian-Iteter (102 mrn) sphere, R4501,17,11,11 Standard screen ericlo,,',ures which rneet the rckjUireinents of Section R4501,17 may be utilized as part of or all of the "barrier" and shall 10c considered a ""nondwelfing" wall, Removable child barriers shall have one end (if fire barrier rior,,rernovable without the aid oftools, R4501.17,,1,12 The barrier UrUst be placed around tl-,.e perimeter of the P001 111d 111LIst, be separate frorn any ferlce, Wall. Or Ofl-ter, eriellosure surrounding the yard uriless the fierree, wall, or other enclosure or portiO111 then -.,.of is situated on the periineter gat the pool., is being Used as paint ofthe barrier,, and ryiects tile bwmier requirenierits of'Uhis section, R4501.17A,13 Remova'[Ae child barriers must be placed sufficiently away ftoin the water's erdige to prevent as young child or, rnedically frail elderly person wflo may tnariagg to perkerrate the barrier frorn imanediately fialling into the water, SufficientlY away Ifironn the water's edge shall inean no, less than, 20 inches (-508 nini) Froln the baffiff tO t1he waters edige, 'Dwelling or nor.-Owelling walls including screen enclosures, NvInen used as part or all ofthe "bawfier" mul meeting the other barrier requirements, may be as close to the water"s edge as ad rinitted by this code, R4501.17A.14 A \vall of as dwellirig may serve as part if the: barrier at it does riot contain auy rfoor or to indow that opens to providle direct access fi-on-i the home to the s-Nvhrunhng pool. R4501AMA5 A mesh salety barrier meeting the requirements of Section R4501 . 17 and the frollowing aninimurn requirernents shall be considered a barrier as defined in this section: 'I, Undividual connisonent vertical suppo;l posts shall be capable of resisting as rninirnurn, of 52 [)ounds (229 N) of horizontal -.1'en-ce prior to breakage wheri measured at as 36-inich (914 irnrn)lhergtit above grade, Vertical posts of the child mesh safety barrier shall extend as vninimum of 3 inches (76 rnm) below deck level and shall be spaced no greater than 36 inches (914 n1rn) apart, 2, 2,The mesl-i utilized in the barrier shall have as minimum ter)sOe strength according to AM D5034 Of 100 POUnds per foot, and a minimunn ball burst strergthccording to paa37dB of 150 a 4, 5. pour,, is per foot, The rnesh shall not be capable of deforr-,atron suich that as 1.Anch (6.4 C11rr1)r0Und object could pass through the mesh,. The mesh shall receive a descriptive performance rating of no des than "trace discoloration" or 1slight discoloration" when tested according to ASTM G53 (Weatherability, 1,200 hours), 3,When u�slng a molding strip to attach the mesh to the vertical posts, this strip shall contain, at a irninimum, #8 by /,,-inch (123 mar) screws with a mimmurn of two screws at the top and txvo at the bottom with the remaining screws spaced as rnaximum of 6 inches (152 rnm) apart on center- 4,Patio deck sleeves (vertical post receptacles) placed inside the patio SL,jrf,,;.ce shall be of as nonconductive material, 5,A latching device shi all attach each barrier section at as height no lower than 45 inches (11 613 loam) above grade, Cornnion latching devices that include, but are not Hmited to, devices that provide the security eqUal to or greater than that of a hook -and -eye -type latch incorporating as sprinq actuated retaining lever (commonly referred to as as Safeety gate hook), She bottom of the child mesh safiety barrier shall not be more than 1 inch (25 rl'irn) above the deck or installed surface (grade), 7R4501.18 Ladders and steps. 8, All pools wheflner public or private shall be provided with a ladder or, steps in the shallow end where water depth exceeds 24 inches (610 mm). In private pools where water depth exceeds 5 teet (1524 mm), there shall be ladder , stairs or underwater benail' es/swimouts in the deep end, Where fflarl Ufactu red diving e(,'juipment is to be used, benches or swimouts shall be recessed or located in a corner, 9xception-, In private pools having more than one shallow end, onfly one set of steps are; required, A benchi, swim -out or ladder may be used at all additional shallow ends in lieu of an additional set of steps, For Office User Only: 2118 Designer: John Lalley I Cod, Pools 'Y Initial: _0 fj_ 6846 N. Dale Mabry Hwy, Tampa, Florida 32G14 (013)886-91I9 Office (813)884-18Z9-Fax _ ___ SWIMMING POOL AGREEMENT CPCI���l87 -THE GENsRALTERIVISANoCONDITIONS ON FOLLOWING mGESAREpARTmTHoAGREEMENT- This ABREEMENTmadeasofthed&teofvvrittenacceptanoeof CODY POOLS INC. herein termed "Ozntnactor'and Thomas and Elizabeth Sherman herein termed "Purchaser" Standard pool plans and permits Excavation and removal of dirt Shuttle aised: 12 inches 3. Engineered steel throughout structure 31 Spa Air: Venturi air line 116, Waterline band of tile Standard, ACCESSORIES/ADDITIONAL: '8. One set of shallow end steps 3 Step Entry 37. LED Bubblers: NIA EQUIPMENT SPECIFICATIONS: 39Deck Jets: NIA 10, Pool filter type: Pentair Clean & Clear RP 150 40. Sheer Descent: NIA 11. Main Pump: Pentair Intelliflo VSF 41. Water Bowls: NIA ,12. Additional Pump: NIA 42Waterfall Feature: NIA Additional Pump- NIA 41 Fireplace: NIA 15. Heater: Pentair 108kBTU UltraTemp heat pump 45Child Fence: NIA 16. Pool Light: (2) Globrite Color 46Safety Alarm(s) 2 Poolside olarm !�i7. Cleaner: NIA 47. Fence Remove/Replace 18. Fill line: Automatkfill line 48. Concrete Removal: NIA '20. Remote/App: PentairScreenlogic 50. Challenger to construct additional items: '21. Pool Jets: 'PLUMBING SPECIFICATIONS: 2(4) appliances included w/ kitchen Complete hookup of all suction/return lines 51. Irrigation cap: 423. Skimmers 1 Aquostar 52Instruction on pool equipment/maintenance 53. Start up chemical and maintence equi �'DECKING SPECIFICATIONS: 54. Items Contractor is not responsible for: 25. Type: Artisitc Pavers. Rerouting of underground utilities (elec, gas, water, cable) '26. Square Footage: 767 Modification/upgrade of electrical panel 27. Footers/TDB: 112 lineorfeet Landscaping, Mulch, Grass, Sprinkler Repair 28. Deck Drains: 37 linearfeet of deck drain. Power and Water during construction and pool filling �SCREEN ENCLOSURE: Accurate survey to property '29. Type: 2203squarefeetofenclosure. -Other: All natural gas and liquid propane connections I 5E on material not purchased through ontracto r Initial: The prices, specifications and conditions are satisfactory and are hereby accepted. Contractor, herein known as Cody Pools, Inc., is authorized to do the work as Cody Pools 0=%00001r"�. aft specified, Payments will be made as outlined below. Buyer will deliver payment to the corporate headquarters at each stage of construction as specified below. Any amounts indicated on other contracts with this company are in addition to this contract amount Pool Price 126,00000 Total Contract Price $ 126,000,00 x Payment Percent Stage Due: Amount Due: 1 DEPOSIT* $2,500.00 2 40% Day of excavation $49,400.00 3 40% Day of gunite $49,400.00 4 15% Day of pre -deck $18,525.00 5 5% Prior to plaster $6,175,00 *DEPOSIT N-REFLI DALRLE AFTER 14 DAYS* *FINAL PAYMENT MUST BE MADE PRIOR TO PLASTER* AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. -NOTICE- ANY HOLDER OF THIS CONSUMER CREDIT CONTRACT IS SUBJECT TO ALL CLAIMS AND DEFENSES WHICH THE DEBTOR COULD ASSERT AGAINST THE SELLER OF GOODS OR SERVICES OBTAINED WITH THE PROCEEDS HEREOF, RECOVERY HEREUNDER BY THE DEBTOR SHALL NOT EXCEED AMOUNTS PAID BY THE DEBTOR HEREUNDER, 16 C.F.R. 433.2(B) �4 XBuyer:F o- Date: % 1' Co -Buyer: ,.$ Date:" Designer: Date: (John Lalley) BUYER MAY CANCEL THIS AGREEMENT IF IT HAS BEEN CONSUMMATED BY A PARTY THERETO AT A PLACE OTHER THAN AN ADDRESS OF THE SELLER, WHICH MAY BE THEIR MAIN OFFICE OR BRANCH THEREOF, PROVIDED YOU NOTIFY THE SELLER IN WRITING AT THEIR MAIN OFFICE OR BRANCH BY ORDINARY MAIL POSTED, BY TELEGRAM OR BY DELIVERY, NOT LATER THAN MIDNIGHT OF THE THIRD DAY, SATURDAY INCLUDED, FOLLOWING THE SIGNING OF THIS AGREEMENT. rRECOVERY M TO A LIMITED AMOUNT, MAY BE AVAILABLE k OM THE FLORIDA HOMEOWNERS, CONSTRUCTION rl BOARDECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FRO kP-MIA "I ", 0 "I'll", F ]LORIDA LAW BY A LICENSED CONTRACTOR, FOR INFORMATION ABOUT THE REACIVERY I AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING TELEPHONE NUMBER AND ADDRESS: Construction lndustry Licensing Board PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 32, OAKS OF PASCO AS RECORDED IN PLAT BOOK 80, PAGE(S) 113-118, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, 1" = 30* MgaW&4A M66M 0 15 30 FRONT: 20' REAR: To' SIDE: 5' SIDE STREET. 15' CRESTVIEW LANDING WAy IN mm I 0 Ig! X 20 PT f NUTES: L PROPOSED ELEVATIONS SHOWN HEREON ARE BASED ON THE APPROVED ENGINEERING PLANS PREPARED BY CORNELISON ENGINEERING & DESIGN INC 2. ELEVATIONS ARE BASED ON NAVD 1988 DATUM. BEARING BASIS: BEARINGS SHOWN HEKON ARE BASED ON THE CENTERUNE OF BRADFORD WOWS BEING S07'OV4r'W, PER PLAT. (FIELD DATE:) SCALE: -1: - 30 -FEET APPROVED BY: _!�� to, --19"05 -'OT 32 DRAWN By., ____'�A _ ON LOT CALCULATIONS LOT . 5,750 So. FT. LIVING AREA - 1,850 SQ. Ft GARAGE = 438 SQ. FT. ENTRY - 21 SO, FT, LANAI - 154 SQ, FT, PATIO - 0 SQ, FT. DRIVEWAY - 320 SO, FT, A/C PAD . 9 M FT. WALKWAY - 28 SQ. FT. IMPERVIOUS - 49% = 2820 SO, Ft SOD = 2,930 SQ, FT, OFF LOT CALCULATIONS RIGHT OF WAY - 500 so, F.T. DRIVE APRON - 57 M Ft PUBLIC S/W = 250 SQ, FT. SOD - 193 so. FT. TOTALS AREA - 6,250 SQ. Ft DRIVEWAY - 377 SO. FT, SIDEWALK - 278 SQ. FT. SOD - 3,123 $0, FT. CENTERUNE RIGHT OF WAY LINE PROPOSED ELFVABON PROPOSED DRAINAGE Ft CONCRETE A/C AIR CONDITIONER S/W SIDEWALK m m j� PI POINT OF INTERSECTION PC POINT OF CURVATURE PT POINT OF TANGENCY RP RADIUS POINT PRO POINT OF REVERSE CURVATURE PCP PERMANENT CONTROL POINT Typ TYPICAL C'$ OONCREIr- SLAB w (P) PER PLAT CALCULATED PLAT SOOK PGS PAGES SO, FT. SQOARE FEET FX.M.A, FEDERAL EMERGENCY MANAGEM Fj.R.m, FLOOD INSURANCE RATE MAP NAVD NORTH AMERICAN VERTICAL DA SSE SANITARY SEWER EASEMENT DE DRAINAGE EASEMENT UE UTILITY EASEMENT TIN TOP OF WALL ..AWRrAN SURVE6N64 MAPPWG, FOR FIRM F-- -CUSTOMER INFORIVIA TION LAST NAME: SHERMAN ADDRESS: 6324 BRADFORD WOODS DRIVE CITY/ZIP: Zephyrillis, FL 33542 PHONE#: 678-552-8940/404-291-0515 GATE CODE: DESIGNER: John La!!ey SUPER: BOND BEAM: FINISH: JOB #: 3 0 0 TFD -by SI-PER C �v',') ONTRACT NOTE: J4'-3" INFINITY SCREEN INCLUDED� PLUMBING NOTE: (1) ADDITIONAL ACTUATOR INCLUDED ELECTRICAL T NOTE: P: 1)ADDITIONAL G FCI OUTLET INCLUDED For KITCHEN REFRIGERATOR _ PLUMBING TRUE POOL PANEL w/ GF OUTLET for Servi (ON RAC EQUIPMENT Fp 2'x EQUIPMENT P,I 3' x R.B. COLUMN +6' 2N-3' REVERSE FAUX EDGE 29'-9" INFINITY WALL 12" BEAM R.B. COLUMN +6" TILE FACING wl 2' NOTCH for SCREEN TILE FACING (3 SIDES) (3 SIDES) STUCCO REAR STUCCO REAR -, - ------------------------ -------- - -- ---------- -------- 40 - ------ ----------- --Y-------6 ' ----- ---------- ------ 29 7 7 77 M�ILII'�, T T" 77 777 '777 777 MAGICBOWL MAGICBOWL - — --------- 7ii'L ---- — -- GZ/ JET TYPE: (6) STANDARD] SPA +12" /--N STONE FACING 3' ) Ive, w/ 168 TILED SPILLWAY 50' V1 SHUTTLE N04 LEDGE (6'WATER) 55 scift MM IFEB 5 202? Alk, A-4- POOL SPECS DECKSPECS PLUMBI]VIG SPECS PERIMETER: 96' TYPE/COLOR: *SEE SELECTION SHEET PERIMETER: 24' COPING TYPE: BRICK CIRC PUMP: Intelfiflo VSF CONTROL PANEL: RETURN: 60' SKIMMER: 22' Cody Pools AREA3S sqft 'A' E STANDARD PAVERS AREA : TYP 95 s t SCREEN MESH: STANDARD PUMP#2: N/A REMOTE: Screenloqics Bundle SPA: 28' Common Return: Yes DIMIENSICINS: 27'-9' X 16'-6' WALL HEIGHT (LF): 10' DIMENSIONS: 7' x 51 'AAREk _L9a' �scjt_ PUMP#3: N/A SANIJIZER: InteFEATUREChlorIC20 FEATURE A: _2Z (2 �Ma icbo�wk). GALLONS: 11,786 WALL LENG1 H (LF): 113- OUTSIDE PERIMETER: 32' "B" TYPE: N/A FILTER: Cartridg, CC 150 AIR TYPE: VenturiAir FEATURE B: N/A ROOF AREA (SF): 1,078 s9ft "B" AREA: HEATER. - Aquastar Autofill w/ PVB Valve — — — — — — --- TURNOVER, 1A0 HISS @ 140 GPM GUTTER SIZE: 5�RAISED: + 12" Above Pool N/A _I�Itrateq FILL LINE: FEATURE C: N/A F—APPROVAL TOP EX, -IYPE: STANDARD PAVERS CLEANER: N/A OTHER: (2) Poolsbe Alarms FEATURE D: /A -asonable VGB ACT COMPLIANT INFINITY WALL: 29'-9" — P — ±� I (owner/s) have reviewed and approve this plan as correct within rc VOL INTERSECT: 165 tolerance. I understand that any chang TOP EX, AREA: _13 sqft_ POOL LIGHT: _g glolunte LED 12v OTH HER; _2LPIentair Vzaicbovl� P`13 VALVE to EQ: N/A es to shape or location may result in delay of ALL SUBMERGED SUCTION OUTLETS ARE ALUMINUM ROOF: N/A project and additional cost. EQUIPPED w/ DUAL DRAIN COVERS and/or SPILUINAY -4 YPE: 168' TILED - FOOTER: 49' SPA LIGHT: _j1) GI-)brite LED 12v OTHER: (1) Additional Actuator PV3 VALVE to POOL: N/A SINGLE UNBLOCKABLE DRAINS WHICH L x W: N/A POST QTY: N/A L_ARE FAN BEAM: N/A TEAR OUT: N/A JETS: (6) STD TURNDOWN: 22' @ 12" OTHER: N/A OTHER: N/A ELEC: 50' GAS: N/A OPTIONAL DECK W/ 11" PITCH IN 10' , OPTIONAL 12V LIGHT W/ TRANS, J" BRASS RAIL OPTIONAL OR PVC (SEE NOTES) NO LIMITATION TO SHAPE EXCEPT FOR DIVING STEPS — OPTIONAL SWIM -OUT OR LADDER ENTRY REQUIRED REQUIRED (GR/#8 QU) (SEE NOTES) CIRCULA WHERE DEPTH OVER LINE 5' DEEP (SEE NOTES) RAIL OPTIONAL GENERAL POOL PLAN N.T.S. SEE NSPI 5 RE: HANDHOLDS LLLLLLLLLLLLLLLLLLLLLL.LLLL.LLLL.L'. WATER LINE -- EXCEPTION: ROPE & FLOATS INSTALLED IF LESS THAN 4'-6" 3 MAX. 1 �— POOL SECTION DETAIL N.T.S. S82836, 6-20-07 FOR BONDING & GROUNDING SYSTEMS FOR SWIMMING POOLS, THE USE OF AN UNDERGROUND BONDING CONDUCTOR MADE OF #8 AWG. BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4" TO 6" BELOW SUBGRADE, & 18' TO 24" FROM INSIDE WALL OF A SWIMMING POOL OR SPA, IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH s.680.26(c) OF THE NATIONAL ELECTRICAL CODE. PAVERS OR 4" DECK DECK FINISH 2500 psi (MIN-) CONC. PER CONTRACT W/ FIBER MESH-1 (NON-SUP)- SKIMMER REQUIRED FOR SPA WITH INDEPENDENT FILTRATION SYSTEM -MAIN DRAIN REQUIRE (TAMPER PROOF/SEE NOTES) -LIGHTING & BONDING SAME AS POOL -NO LIMITATION ON SHAPE GENERAL SPA PLAN FLORIDA BUILDING CODE R4501 THE POOL CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL DETAIL DESIGN REQUIREMENTS FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. AND ALL CONSTRUCTION SHALL MEET ALL APPLICABLE CODES INCLUDING PLUMBING, ELECTRICAL AND GAS PIPING SHALL BE SCH 40 PVC, NSFpw, MAX. PRESSURE VELOCITY 10 FPS. SUCTION 6 FPS. THE POOL PLAN SHALL SHOW THE DESIGN PLUMBING AS PER THE SAMPLE WITH THE INFORMATION REQUIRED SHOWN. MAIN DRAIN PLUMBING SHALL BE A SINGLE UNBLOCKABLE CHANNEL DRAIN OR AS AN ALTERNATIVE TWO DRAINS SEPARATED BY 3' WITH APPROVED ANSI/ASME A112.19,8.2007 COVERS. AS THE APPROVED DRAINS MAY BE PLACED ON DIFFERENT PLANES. THE TWO DRAINS SHALL HAVE A COMMON SUCTION LINE. SUCTION GRATES MAY BE USED IF APPROVED AT A MAXIMUM OF 1 1/2" FPS AND THE SUCTION PIPING IS RECESSED FROM THE GRATE THE DISTANCE EQUAL TO THE SUCTION PIPE SIZE. IN ADDITION A SAFETY VACUUM RELEASE SYSTEM SHALL BE INSTALLED FOR THE CHANNEL DRAIN SYSTEM. THIS MAY CONSIST OF AN AIR RELEASE SYSTEM. THE VENT PIPE SHALL BE TIED TO THE MAIN DRAIN LINES, SIZED THE SAME AS THE MAIN DRAIN SUCTION LINE WITH A MAXIMUM LENGTH Of VENT PIPING TO BE 30'. THE VENT PPE WILL BE ELBOWED UP AND OVER NTH A GRATE FOR PROTECTION AND LABELED "SAFETY VENT". SKIMMERS DO NOT REQUIRE PROTECTION AND MUST BE DESIGNED FOR A MINIMUM 2.5 gpm. THE FOLLOWING SHALL BE LABELED WITH LABEL MARKER TAPE AT THE FILTER LOCATION: PIPES, VALVES, PUMP(S) OFF SWITCH. DETERMINE SYSTEM FLOW RATE: MINIMUM FLOW RATE REQUIRED: 35gol/Min. SKIMMER (REQUIRED: 1 Skimmer per 800sf) i TURNOVER TIME IN HOURS: 6 Hours x 60 Min/Hr = 360 Minutes • 15,000 t PIPE SIZING CHART (MAXIMUM) PIPE SUCTION PRESSURE 1j" 35 GPM 65 GPM 2" 60 105 2J" 99 147 3" 135 230 4" 235 396 I�sY�� ���^�auFf'.�►Nli#t��7�I.^i#Lia��7�'i PUMP PENTAIR WHISPERFLO J HP OR INTELLIFLO V.S. TURNOVER RATE = 6 HOURS = 360 MINE. VARIABLEOR DUAL ..-. DESIGNREQUIRE IF THE PUMP EXCEEDS 1 HP, PLUMBING WILL BE FLOW OF PUMP. REFER TO TDH CALCULATIONS FOR VARIABLE OR DUAL SPEED DESIGNS. POOL FINISH FILTER: STARTRITE PTM50, 50 CFM OR PER CONTRACT HAYWARD C751, 75 GPM CAPACITY 8%8" FOOTING MAIN DRAIN: WATERWAY 640-13OXV W/ (2) BARS BEAM & "7" " CLEANER: HAYWARD VAC LOG #3 BAR OPTIONAL FINISH T SCREEN: WATERWAY 640-290OXV OR 1 5 BAR () # MARCITE OR EXPOSED MAIN SUC11ON PPE SIZE 2" 6" MIN. WALL & FLOOR THICKNESS. 3500 psi (MIN.) AGGREGATE CONC. #3 BARS ON 12" CENTERS EITHER WAY, TIE ALT. SKIMMER SUCTION PIPE SIZE 2" INTERSECTIONS 15" MIN. OVERLAP. 2" MIN. COVERAGE ON STEEL W/ CONC. TO ASTM A15.A16, ASTM A30-5 CLEANER/VAC PIPE SIZE 1-1/2- (Structural subject to suitable sail conditions) RETURN SUCTION PIPE SIZE 1-1/2" POOL SPA, DECK, BEAM, WALL, FLOOR N.T.S, 21 3 9G S-3J32" 2-1/2 SLIP INSIDE 2" SOCKET 2" Mar 1. 20" ROUND PVC SUMP 2. 2" TAPERED THREADED PIPE PLUG 3, 20" ROUND OUTLET COVER PLASTER SHIELD 4. ROUND CENTER CAP PLASTER SHIELD 5, 20' ROUND ANTI -ENTRAPMENT SUCTION OUTLET COVER 6. ROUND CENTER CAP 7. 10-32XJ FLAT HEAD PHILLIPS, 316 SS, QTY 10 -MAXIMUM WATER DEPTH 4', Maximum SEAT DEPTH 28", MAX. -FLOOR SLOPE 1:12 -STEPS: MIN. TREAD 10" X 12", 7" MIN. RISER, 12" MAX. RISER EXCEPT THE BOTTOM STEP MAY BE 14" IF IT IS THE SEAT. INTERMEDIATE TREADS AND RISERS TO BE UNIFORM, IF THE SPA IS OPERATED INTERMITTENTLY IT SHALL HAVE A SIX HOUR. TURNOVER. IF CONTINUOUS A ONE HOUR TURNOVER. -MAXIMUM TEMPERATURE 104 DEGREES. -MEET ANSI/NSPI ARTICLE XVII, SAFETY INSTRUCTION/SAFETY SIGNS. -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER. �1 d�l� t� r"i�t�� ► I��(nt I � � ��� THE ELECTRIC POWER TO HEATERS SHALL BE CONTROLLED BY A READILY ACCESSIBLE ON -OFF SWITCH THAT IS AN INTEGRAL PART OF THE HEATER MOUNTED ON THE EXTERIOR OF THE HEATER, OR EXTERNAL TO AND WITHIN 3 FEET (914 MM) OF THE HEATER. OPERATION OF SUCH SWITCH SHALL NOT CHANGE THE SETTING OF THE HEATER THERMOSTAT. SUCH SWITCHES SHALL BE IN ADDITION TO A CIRCUIT BREAKER FOR THE POWER TO THE HEATER. GAS -FIRED HEATERS SHALL NOT BE EQUIPPED WITH CONTINUOUSLY BURNING IGNITION PILOTS. R403.10.2 TIME SNITCHES t i kirfiffilm.10 WE t •' t t #. GENERAL DESIGN REQUIREMENTS ANSI/APSP/ICC 6 & ANSI/APSP/ICC 7, 2810 NORTH 10TH STREET i t ;fczk7i • O O z n CD Q O Z Q CL Lu_I O ry 7, O L�1 17�1 < < U C Z Q I-- tl7 BUILD IN ACCORDANCE WITH: FLORIDA BUILDING CODE, 7th EDITION, 2020 DESCRIPTION EXISTING & PROPOSED LAYOUTS & SECTIONS; DEMOLITION t�AYgUT and NOT x3t;las taa araaf� $ Nv ,9 op UAIASaf AS -SHOWN 1 PROJECT Na DRAFTER- kaa ER:LG rt REWEWRe : LC TO BE CHECKED BY: LC D9TE SHEET No. 95� COMPACTED FILL MATERIAL E� Virzi uwallambrAurdam #4 0 127—J — HEIGHT OF__j WALL (MIN) REINFORCED CONCRETE STEM WALL STEM WALL SECTION CORNER RZC DETAIL. N.T.S. N.T.S. PAVER DECK 1 - # 3 BAR CONTINUOUS CONCRETE POOL DECK COMPACTED MATERIAL COMPACTED SUBGRADE 8"x8'x16' UR-O-WALL EACH TWO a z CMU WALL CMU BLOCK LINES (TYP.) 1-# 3 BAR VERTICALLY FINISH GRADE AT 30' O,C. 2 - # 3 BARS #4; 1007. CMU WALL CONTINUOUS FILL CELLS PAVER DECK SHORT RETAINING CMU BLOCK WALL DETAIL WALL CORNER DETAIL. N,T& N.T.S. MIN. Z� CONCRETE BLOCK WALL SPECIFICATIONS # 5 VERTICAL SEE TABLE CONCRETE OUTLINES FOR SPACING HEIGHT OF REBAR SPACING # 5 HORIZONTAL b WALL "H" I C �WALL —HEIGHT VERTICAL HORIZONTAL SEE TABLE 3 2'-6- 0'-11' 0'-7' 1'-0' 3# 5 @ 48- # 5 V-2-4 4 FOR SPACING 4' 3°-2" 1'-0' 0'-9' 1'-5" 4' # 5 @ 36- # 5 @ 24- 5' 31-10, 11-1" 1'_01 '_9 5' # 5 @ 24- # 5 @ 24- -I I Ml I MI 61 4'-6" 1 -2"' 1'-3' 2'-I� #5 @ 18- #5 @ 18- # 5 @ 9- C/C 7' 5'-3' 1'-3" 11`6" 12'-6" 7' # 5 @ 16- # 5 @ 18' 8' 15'-11" 1'- 4" V- 9 S-13' 81 # 5 @ 12- # 5 @ 18' I M I 1=1 I 1— �11­1- 5 @ 15' # 5 LATERALS @ 24' MAX. SLOPE WITHIN 5' C C FOR WALLS 4'-0" OF FTG, (SEE NOTE OR LESS- BELOW) 18C/C FOR WALLS NOTES: 4'-1" TO 8'-0' TIE ALL STEEL TOGETHER (WALL & FTG.) LAP ALL STEEL 27" MIN. NOTE: IF THE SUBSTRATE SUPPORTING 'B' ALL CONCRETE SHALL BE 3,000 P.S.1 MIN. THE FOOTING IS SUBSTANTIAL SUCH AS LIMESTONE, THE MAXIMUM SLOPE WALL SECTION ALL REBARS SHALL BE GRADE 40, DISTANCE CAN BE REDUCED TO 12" N.T.S. STRUCTURAL NOTES: 1, BEFORE STARTING CONSTRUCTION, THE CONTRACTOR NEEDS TO VERIFY THE EXISTING CONDITION & DIMENSIONS. 2, ALL VERTICAL, HORIZONTAL OR DIAGONAL MEMBERS SHALL BE CONNECTED USING STRAP CONNECTORS, 3. ALL CONCRETE WORK SHOULD COMPLY WITH ACI 301, ACI 318, ACI 315 LATEST EDITION 4. THE REINFORCING STEEL SHALL BE GRADE 60, ASTM A-615 5, THE CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI & W/C = 0.55 FOR 28 DAYS FOR REINFORCE CONCRETE STEM WALLS 6, THE CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI A, W/C = 0.55 FOR 28 DAYS FOR REINFORCE CONCRETE MASONRY WALLS 7. CONCRETE MASONRY BLOCKS SHALL COMPLY WITH THE REQUIREMENTS OF ASTM C90. MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ASTM C270. FILL ALL MASONRY CELLS WITH CONCRETE. 8. CONSTRUCTION JOINTS SHALL BE SPACED NO GREATER THAN 20' O.C. 9. ALL JOINT REINFORCEMENT, TIES & OTHER ACCESSORIES SHALL BE RESISTANT TO CORROSION. 10. WHERE SOIL UNDER FOOTING CONSIST OF SOFT MATERIAL, PLACE 4" TO 6' OF CRUSHED STONE OR GRAVEL. PLAN FOOTING 4FORCED REINFORCED 1`60'T-1 6�"4 a MIMS N.T.S. 2810 NORTH 10TH STREET TAMPA, FL 33605 Office: (813) 616-3301 Mobile (970) 703-3284 Leo@Bery ProjectEngineering.com mAtimil 0901 RIIIVIFAPJ2903�w 11 Emill m V -g Z z PREMOLDED JOINT WALL FILLER REINFORCEMENT z' ----------- L %'-N X/3 NA' VOLCLAY WATER STOP CONSTRUCTION JOINT (TYP) N.T.S. AS -SHOWN PROJECT Na. DRAFTER: C K_.. DESIGNER: LG RE TO BE CHECKED ay.Lc DATE— SHEET N. ID: 9F49F9BA-BBE3-4827-B347-C3959E395655 BOUNDARY & AS -BUILT SURVEY DESCRIPTION, (AS FURNISHED) LOT 66, OAKS OF PASCO AS RECORDED IN PLAT BOOK 80, PAGE(S) 143-118, OF THE PUBLIC RECORDS OF PASCO COUNTY, F-LO'RIDA. I FOR THE BENEFIT AND EXCLUSIVE USE OF: 2, PROPERTY CORNERS SHOWN HEREON WERE SET/FOUNO ON 03-19-21. UNLESS OTHERWM SHDWN, 5, 8"NG 'RES SHOWN HMON ANE NOT TO 8C USED TO RCCO14STRUCT T44E BOUNDARY UNES, 6. ELEVATIONS SHOWN HEREON ARE BASCO ON NOS KNCHMARK N 678, ELEVATION 88.95' NAVD t988 DATM INS= SHOW HMON ARE OAM CN INIC CENT"C OF W000S OW4 KINC M07W4ft PER PLAt nELD Dxw) APRM Or I MCHT Or WAY UW_ DRAXxor- FLOW 1,0"f EY41ING ELEVAIWOM A/C All CONWTION4 m COCA-= COW CONCACTE KM WALL C" CORNM Nor A=09LE CP Comckrit PAP cs MR = rcwc ACWCY R4. RI'llp NO 43 Lica"Sm SuRvc.10IR $W SWLARY SEWER 1AWMAT DE MARG1,49 USEMtNT ut clTVTY EAU)wva to& OAIUM 3101 ImAkw*fte TC 200 OaRow", f A 32603 (401 4U-7970 WWWAMMMNVCMGMDMAWWO.COM 15 30 FVJ'tdlA NAIL ANt) OISC '04 -fG DMIC fl"V ruAVATUAC FCC GCP P�Allt or Coupoit-D cuk%lz C*NlmoPUmql' pi F.Q;:r V MINSECiam PK PM<R RALON pot r!?P,,T on amd i POL PON't ON LINC RAC V"r 4f, 4tw9sr cwVl'lv4z qv ASO %,tNv.tfN:. "ACP!Slk j�A li�,'l !041 MAP;�V_R 01 NI "Z k or $0, FI FtET 5/w M, T.Iv i- AL AV Lp W.T'-Q vatt LKAR F lk lEL!PHqPvIs_lR 3. T" 1"MON Sax I KRENY ICERTWY. THAT THIS EMIMSY. SUNECT TO THS SlIRNVORt NOTES CONTAWED KntOR kiLVS THE AtCA MlNlwm rnmmm SlAwARDS, SET 0 Pf T fit Mg;.N;WU�IARV f I'Ti. MVEYC" M0 IIAPPtARS IN 0. 5J­17, FL01IZIA r olffRITITIATCorE :P_%JANT 70 fAAPTER 47ZZ,710 S 67E$, O%APIMNAlumsiM 4 V,�,Mrm, v!r n" JAMES V% ROLEMAN PSM#,6465 0""ll ,IS BOUNDARY 4: AS-OUILT MRVC? IS NOT VALID HOVT THE AVTHENMC UC01ROWC MYATURC PRD OVFRFLOWUNE — - ---- - - ------------ - - — -- - ------ --------- — — - - --------- - --- - ---- - ---- - ----------------- -31 5 _� J GLO GLO G 9. 41 t) ---------- 24 --------------- ------------ ----- ----------------- -5'7 5 T! ----- -- -------- ------------- . . ........ ..... . Nv VAC PORT ti PLUMBING' 4— TAN LEDGE Ll F :1 I (13" WATER) D 42 sqft it PAVER DECKING SCREEN DOOR — A/C NEW SCREEN PANEL — EXISTING DECK (TOP W/ PAVERS) t i ELEC SUPPLY 37' RESIDENCE N I_tn_l ivil SHUTTLE POMSIE DECK SPECS EQUIPMENT SPECS 1U111NG SIE�l _c E - ULk-__ PERIMETER: 79' TYPE/COLOR: *See Selection Sheet COPING TYPE: BRICK CIRC PUMP: Superflo VS CONTROL PANEL: TIME CLOCK RETURN: 46' SKIMMER: 16' AREA: "A" TYPE: STANDARD PAVERS SCREEN MESH: STANDARD PUMP #2: N/A REMOTE: (1) LIGHT SWITCH SPA: N/A Common Return: N/A DIMENSIONS: 24' x 15'-6" WALL HEIGHT (LF): 10' (New) / 9' (Ex) "A" AREA: 441 sqft PUMP#3: N/A SANITIZER: IntelliChlorIC20 — FEATURE A: _N/A GALLONS: 7,407 WALL LENGTH (LF): 60' (New)/ 10' (Ex) 'B" TYPE: N/A FILTER: Cartridge CC 150 AIR TYPE: N/A — FEATURE B: N/A ROOF AREA (SF): 785 sgft"B' AREA: N/A HEATER: N/A FILL LINE: N/A FEATURE C: N/A TURNOVER: 1.30 HIPS @ 95 GPM GUTTER SIZE: 5" — TOP EX. TYPE: STANDARD PAVERS CLEANER: Dedicated Vac Line OTHER: (1) Poolside Alarm FEATURE D: N/A ­ VGB ACT COMPLIANT ... INFINITY WALL: N/A ALL SUBMERGED SUCTION OUTLETS ARE ALUMINUM ROOF: N/A TOP EX, AREA: 117' POOL LIGHT: (2) Globrite LED 12v OTHER: N/A PV3 VALVE to EQ: N/A EQUIPPED v/ DUAL DRAIN COVERS and/or SPA LIGHT: N/A OTHER: N/A PV3 VALVE' to POOL: N/A SINGLE UNBLOCKABLE DRAINS WHICH L x W. N/A POST QTY: N/A TOOTER: N/A ARE FAN BEAM: NIA TEAR OUT: N/A TURNDOWN: 70'@ 12" OTHER: N/A OTHER: N/A ELEC: 59' GAS: N/A hum LAST NAME: IRIZARRY ADDRESS: 6353 BRADFORD WOODS DRIVE CITY/ZIP: Zephvrhills, FL 33542 PHONE #: 813-469-5705 GATE CODE: DESIGNER: John BOND BEAM: FINISH: JOB ': at IRIZARRY PA SCALE; 1/8' V-0' GE 1 of 2 - ----- - L PL/V REVIIW ORIGINAL SCREEN DOOR INTERMATIC TIMER -and LIGHT SWITCH (On RACK) EQUIP N', E3' I T P AD 2x 3' A g"', 1 IsrVr—� P k <-, jq - p -A-1 KI DA AMID H Y F? f-11fla I W_ R,-'-, o- 2 :"' FEB 1, 5 022 """=v! VV LUATE -V ILHO­ 7 C, t ON P AN j R Cody Pools _.AIPPi VA I (ownen/s) have reviewed and approve this plan as correct within reasonable tolerance. I understand that any chances to shape or location may result in delay of project and additional cost. OPTIONAL DECK W/ 1' PITCH IN 10' . OPTIONAL 12V LIGHT W/ TRANS, J" BRASS RAIL OPTIONAL - SHAPE PVC (SEE NOTES) NO LIMITATION TO SHAPE EXCEPT FOR = DIVING STEPS — OPTIONAL SWIM -OUT OR LADDER ENTRY REQUIRED REQUIRED (GR/#8 CU) (SEE NOTES) CIRCULA ERE DEPTH OVER LINE 5' DEEP (SEE NOTES) RE91111W20401111 GENERAL POOL PLAN N.T.S. 2'-9" MIN EXCEPT FOR SLOPING ENTRIES. 4'-0" MAX. LLLLLLLLLLLLLLLLL.LL.LLLLLLLLLLL.L WATER LINE EXCEPTION: ROPE & FLOATS INSTALLED €F LESS THAN 4'-6" 3 MAX. 1 7 POOL SECTION DETAIL N.T.S. SB2836, 6-20-07 FOR BONDING & GROUNDING SYSTEMS FOR SWIMMING POOLS, THE USE OF AN UNDERGROUND BONDING CONDUCTOR MADE OF #8 AWG. BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4" TO 6" BELOW SUBGRADE, & 18" TO 24" FROM INSIDE WALL OF A SWIMMING POOL OR SPA, IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH s.680.26(c) OF THE NATIONAL ELECTRICAL CODE. PAVERS OR 4" DECK DECK FINISH 2500 psi (MIN.) CONIC. PER CONTRACT W/ FIBER MESH—, (NON -SLIP) — FLORIDA BUILDING CODE R4501 SPECIAL SPA REQUIREMENTS SKIMMER REQUIRED FOR SPA WITH INDEPENDENT THE POOL CONTRACTOR IS RESPONSIBLE FOR -MAXIMUM WATER DEPTH 4', Maximum SEAT DEPTH 28", MAX. FILTRATION SYSTEM FURNISHING ALL DETAIL DESIGN REQUIREMENTS -FLOOR SLOPE 1:12 FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH -STEPS: MIN, TREAD 10" X 12", 7" MIN, RISER, 12" MAX. RISER EXCEPT THE FLORIDA BUILDING CODE. AND ALL THE BOTTOM STEP MAY BE 14" IF IT IS THE SEAT, INTERMEDIATE TREADS CONSTRUCTION SHALL MEET ALL APPLICABLE AND RISERS TO BE UNIFORM, IF THE SPA IS OPERATED INTERMITTENTLY IT CODES INCLUDING PLUMBING, ELECTRICAL AND SHALL HAVE A SIX HOUR. TURNOVER. IF CONTINUOUS A ONE HOUR GAS PIPING SHALL BE SCH 40 PVC, NSFpw, MAX. TURNOVER, PRESSURE VELOCITY 10 FPS. SUCTION 6 FPS. -MAXIMUM TEMPERATURE 104 DEGREES, THE POOL PLAN SHALL SHOW THE DESIGN -MEET ANSI/NSPI ARTICLE XVIi, SAFETY INSTRUCTION/SAFETY SIGNS, PLUMBING AS PER THE SAMPLE WITH THE -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR INFORMATION REQUIRED SHOWN. MAIN DRAIN MEET LOCAL CODE IF GREATER. PLUMBING SHALL BE A SINGLE UNBLOCKABLE CHANNEL DRAIN OR AS AN ALTERNATIVE TWO DRAINS -MAIN DRAIN REQUIRE (TAMPER PROOF/SEE NOTES) -LIGHTING & BONDING SAME AS POOL -NO LIMITATION ON SHAPE GENERAL SPA PLAN SAMPLE ONLY EACH APPLICATION FOR PERMIT SHALL BE BASED ON A TOTAL DYNAMIC HEAD OF 60 ft. SEPARATED BY 3' WITH APPROVED ANSI/ASME A112.19.8.2007 COVERS. AS THE APPROVED DRAINS MAY BE PLACED ON DIFFERENT PLANES. THE TWO DRAINS SHALL HAVE A COMMON SUCTION LINE, SUCTION GRATES MAY BE USED IF APPROVED AT A MAXIMUM OF 1 1/2" FPS AND THE SUCTION PIPING IS RECESSED FROM THE GRATE THE DISTANCE EQUAL TO THE SUCTION PIPE SIZE. IN ADDITION A SAFETY VACUUM RELEASE SYSTEM SHALL BE INSTALLED FOR THE CHANNEL DRAIN SYSTEM. THIS MAY CONSIST OF AN AIR RELEASE SYSTEM. THE VENT PIPE SHALL BE TIED TO THE MAIN DRAIN LINES, SIZED THE SAME AS THE MAIN DRAIN SUCTION LINE WITH A MAXIMUM LENGTH Of VENT PIPING TO BE 30'. THE VENT PIPE WILL BE ELBOWED UP AND OVER WITH A GRATE FOR PROTECTION AND LABELED "SAFETY VENT". SKIMMERS DO NOT REQUIRE PROTECTION AND MUST BE DESIGNED FOR A MINIMUM 2.5 gpm. THE FOLLOWING SHALL BE LABELED WITH LABEL MARKER TAPE AT THE FILTER LOCATION: DETERMINE SYSTEM FLOW RATE: MINIMUM FLOW RATE REQUIRED: 35gal/Min, SKIMMER (REQUIRED: 1 Skimmer per 800sf) POOL VOLUME: 500 Sq. Ft. x 4 Ave. Depth x 7,481 gal/cf = 15,000 Gallons TURNOVER TIME IN HOURS: 6 Hours x 60 Min/Hr = 360 Minutes FLOW RATE: 15,000 Gallons / 360 Minutes = 42 gpm PIPE SIZING CHART (MAXIMUM) °n-3/31- PIPE SUCTION PRESSURE 1i" 35 GPM 65 GPM 2" 60 105 2J" 99 147 3" 135 230 4" 235 396 FOR POOLS WITH VOLUME = 15,000 GALS PUMP PENTAIR WHISPERFLO J HP OR INTELLIFLO V.S. TURNOVER RATE = 6 HOURS = 360 MINS. VARIABLE OR DUAL SPEED PUMPS ARE REQUIRE IF THE PUMP EXCEEDS 1 HP. PLUMBING WILL BE DESIGN FOR THE MAX. FLOW OF PUMP. REFER TO TDH CALCULATIONS FOR VARIABLE OR DUAL SPEED DESIGNS. POOL FINISH FILTER: STARTRITE PTM50, 50 CFM OR PER CONTRACT HAYWARD C751, 75 GPM CAPACITY 8"x8" FOOTING MAIN DRAIN: WATERWAY 640-13OXV W/ (2) BARS BEAM & "7" CLEANER: HAYWARD VAC LOC #3 BAR OPTIONAL FINISH J" VENT SCREEN: WATERWAY 640-290OXV OR (1) #5 BAR MARCITE OR EXPOSED MAIN SUCTION PIPE SIZE 2" 6" MIN. WALL & FLOOR THICKNESS. 3500 psi (M€N.} AGGREGATE CONC. #3 BARS ON 12" CENTERS EITHER WAY, TIE ALT. SKIMMER SUCTION PIPE SIZE 2" INTERSECTIONS 15" MIN. OVERLAP. 2" MIN. COVERAGE ON STEEL W/ CONC. TO ASTM A15.A16, ASTM A30-5 CLEANER/VAC PIPE SIZE 1-1/2" (Structural subject to suitable soil conditions) RETURN SUCTION PIPE SIZE 1-1/2" POOL/SPA, DECK, BEAD, MALL, FLOOR N.T.S. 2-1/2 SLIP INSIDE 2" SOCKET 2` 111 1. 20" ROUND PVC SUMP 2. 2" TAPERED THREADED PIPE PLUG 3. 20" ROUND OUTLET COVER PLASTER SHIELD 4. ROUND CENTER CAP PLASTER SHIELD 5. 20" ROUND ANTI -ENTRAPMENT SUCTION OUTLET COVER 6. ROUND CENTER CAP 7. 10-32XJ FLAT HEAD PHILLIPS, 316 SS, QTY 10 2810 NORTH 10TH STREET TAMPA, FL 33605 Office: (813) 616-3301 Mobile (970) 703-3284 Leo@Ber�ProjectEngineering.com THE ELECTRIC POWER TO HEATERS SHALL BE CONTROLLED BY A READILY ACCESSIBLE ON -OFF SWITCH THAT IS AN INTEGRAL PART OF THE HEATER MOUNTED ON THE EXTERIOR OF THE HEATER, OR EXTERNAL TO AND WITHIN 3 FEET (914 MM) OF THE HEATER. OPERATION OF SUCH SWITCH SHALL NOT CHANGE THE SETTING OF THE HEATER THERMOSTAT. SUCH SWITCHES SHALL BE IN ADDITION TO A CIRCUIT BREAKER FOR THE POWER TO THE HEATER. GAS -FIRED HEATERS SHALL NOT BE EQUIPPED WITH CONTINUOUSLY BURNING IGNITION PILOTS. R403.10.2 71ME SWITCHES TIME SWITCHES OR OTHER CONTROL METHODS THAT CAN AUTOMATICALLY TURN OFF AND ON ACCORDING TO A PRESET SCHEDULE SHALL BE INSTALLED FOR HEATERS AND PUMP MOTORS. HEATERS AND PUMP MOTORS THAT HAVE BUILT-IN TIME SWITCHES SHALL BE IN COMPLIANCE WITH THIS SECTION. C� 'y' _ GENERAL DESIGN REQUIREMENTS < = o r- U -DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF APSP/ICC 3, APSP/ICC 4, APSP/ICC 5, AND APSP/ICC 6 AND APS/ICC 7 BASED ON THE F- POOL TYPE. -SEE-NSPI FOR DIVING WATER ENVELOPES. BUILD IN ACCORDANCE WITH: -SLIDES SHALL MEET THE MANUFACTURE'S INSTALLATION FLORIDA BUILDING CODE, REQUIREMENTS. 7th EDITION, 2020 -ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BE PROVIDED (CURRENT EDITION) WITH A LADDER OR STEPS IN SHALLOW END WHERE THE WATER DEPTH EXCEEDS 24" (610 MM). IN PRIVATE POOLS ERE WATEDESCRIPTION DEPTH EXCEEDS 5' (1524 MM) THERE SHALL BE LADDERS, STAIR OR UNDERWATER BENCHES/SWIM-OUTS IN THE DEEP END. WHERE EXISTING & PROPOSED MANUFACTURED DIVING EQUIPMENT IS TO BE USED, BENCHES OR LAYOUTS & SECTIONS; SWIM -OUTS SHALL BE RECESSED OR LOCATED IN A CORNER. DEMOLITION LAYOUT and -CIRCULATION SYSTEMS, COMPONENTS & EQUIPMENT SHALL COMPLY NOTES WITH NSF 50. +` 0 r -THE MAXIMUM TURNOVER RATE IS 12 HOURS. -FILTERS SHALL HAVE AN AIR RELEASE AND ` ` ` . PRESSURE GAGE. -PUMPS 3 HP AND LESS SHALL MEET ANSI/UL1081 CORROSIONf RESISTANT WITH STRAINER & MEET THE REQUIRED FLOW, -APPROVED MANUFACTURED INLET FITTINGS FOR THE RETURN OF r RECIRCULATED POOL WATER SHALL BE PROVIDED ON THE BASIS OF AT LEAST ONE PER 300 SQUARE FEET (28 m2) OF SURFACE AREA. SUCH INLET FITTINGS SHALL BE DESIGNED & CONSTRUCTED TO INSURE AN ADEQUATE SEAL TO THE POOL STRUCTURE & SHALL, INCORPORATE A Convenient MEANS OF SEALING FOR PRESSURE IF TESTING OF THE POOL CIRCULATION PIPING. WHEN MORE THAN ONE ` INLET IS REQUIRED, THE SHORTEST DISTANCE BETWEEN ANY TWO REQUIRED INLETS SHALL BE AT LEAST 10' (3048 MM). -HEATER SHALL MEET ANSI-Z21.56 OR UL 1261 OR UL 559. -DISINFECTANT EQUIPMENT SHALL COMPLY WITH NSF 50. -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET RiCHARfl LEON CANNYIN P.E. LOCAL CODE IF GREATER. -RESIDENTIAL SWIMMING BARRIER REQUIREMENTS TO P.E. # 65994 MEET SECTIONS 454.2,17 -WASTE DISPOSAL TO COMPLY WITH SECTION 454.2,10 IT HAS BEEN SCALE DRAWING No. CER11FIED THAT THESE DESIGN REQUIREMENTS ARE IN C ANCE WITH THE FLORIDA BUILDING CODE R4501, 7TH EDITION 454.2, AS -SHOWN -- - PROJECT ANSI/APSP/ICC 3, ANSI/APSP/ICC4, ANSI/APSP/ICC 5, A No. ;DRAFTER: xoeDESGNER:tc REVIEWER: LC ANSI/APSP/ICC 6 & ANSI/APSP/ICC 7. TO BE CHECKED BY. LC I DATE - _ - SHEET No. 8 /11 /2021 i 1 /3 I- I- `_ #4 0 12- ft 95% COMPACTED FILL MATERIAL HORIZONTAL VERTICAL REINFORCED REINFORCED CONCRETE STEM WALL SECTION N.T.S. PAVER DECK 1 - # 3 BAR CONCRETE COMPACTED CONTINUOUS POOL DECK MATERIAL a CA COMPACTED SUBGRADE 1- 3 BAR *2 VERTICALLY FINISH GRWADE AT 30' O.C. - f 3 BARS C010NUOUS PAVER DECK SHORT RETAINING WALL DETAIL N.T.S. MAX. SLOPE WTHIN 5' OF F_TG. (SEE NOTE BELOW) NOTE: IF THE SUBSTRj THE FOOTING IS SUBSI LIMESTONE, THE MAXIMUM SLOPE DISTANCE CAN BE REDUCED TO 12' WALL SECTION NT.S. #4 0 12'—J HEIGHT OF STEM WALL CORNER R/C DETAIL N.T,S, R-0-WALL EACH CMU TWO 8'x8"x16 --f-I cum U BLOCK LINES (TYP.) WALL "_� #4; 1 CMU WALL FILL CELLS CMU BLOCK WALL CORNER DETAIL N.T.S. CONCRETE BLOCK WALL SPECIFICATIONS 5 VERTICAL CONCRETE OUTLINES EE TABLE DR SPACING HEIGHTOFREBAR SPACING 5 HORIZONTAL WALL 'H' B b WALL —HEIGHT TICAL HORIZONTAL _TTW_N_ EE TABLE T _f --6 -6 1-1 -6 --7- T -_ 0— —3 TTWIS— DR SPACING _4' 5 0-36 j 5 0-24 3'-1011'-1- W-0 1'-9- 5 5 0 24' 5 024- 6' 4-6" V-2- 1'-3' 2�-I� 61 #5 0 18- #5 0 18- 1'-3' 1'-6' 6 7' # 5 0 16- # 5 0 18- 5 0 9- C/C :7'jj 15'-3' M2'- 81 V-11 V- 4e'l,- 91,3-6- 8' # 5 0 12- 5 LATERALS 0 24' /C FOR WALLS 4'-0' R LESS 5- C/C FOR WALLS NOTES: 1-1. To 8'_0' TIE ALL STEEL TOGETHER (WALL & FTG) LAP ALL STEEL 27' MiN, ALL CONCRETE SHALL BE 3,000 P,S.I MIN. ALL REBARS SHALL BE GRADE 40, STRQ=EAL_ND!EaL 1, BEFORE STARTING CONSTRUCTIM THE CONTRACTOR NEEDS TO VERIFY THE EXISTING CONDITION & DIMENSIONS. 2. ALL VERTICAL, HORIZONTAL OR DIAGONAL MEMBERS SHALL BE CONNECTED USING STRAP CONNECTORS, 3. ALL CONCRETE WORK SHOULD COMPLY NTH ACI 301, ACI 318, ACI 315 LATEST EDITION 4. THE REINFORCING STEEL SHALL BE GRADE 60, ASTM A-615 51 THE CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI & W/C = 0,55 FOR 28 DAYS FOR REINFORCE CONCRETE STEM WALLS 6. THE CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI & W/C = 0.55 FOR 28 DAYS FOR REINFORCE CONCRETE MASONRY WALLS 7. CONCRETE MASONRY BLOCKS SHALL COMPLY NTH THE REQUIREMENTS OF ASTM COO. MORTAR FOR MASONRY CONSTRUCDON SHALL CONFORM TO THE REQUIREMENTS OF ASTM C270, FILL ALL MASONRY CELLS BATH CONCRETF_ 8, CONSTRUCTION JOINTS SHALL BE SPACED NO GREATER THAN 20' O.C. 9, ALL MNT REINFORCEMENT, TIES & OTHER ACCESSORIES SHALL BE RESISTANT TO CORROSION. 10. WHERE SOIL UNDER FOOTING CONSIST OF SOFT MATERIAL, PLACE 4' TO 6' OF CRUSHED STONE OR GRAVEL MM PLAN FOOTING EM REINFORCED 15­4­1 STEP FOOTING DETAIL N.T.S. PREMOLDED JOINT WALL FILLER EINFOR7CEMENT X/3 VOLCLAY WATER STOP CONSTRUCTION J�NT�TYP N.T.S. 2810 North 10th Street Tampa, F1 33605 Office. (813) 616-3,301 Mobile (970) 703-3284 cowl'y OWN" 3-24-2W1 i i_ 5 BUILD IN ACCORDANCE WITH: FLORIDA BUILDING CODE, 7th EDITION, 2020 (CURRENT EDITION) 0 Af ichard Leon Cq nyn, PE. Is- 3 5 AS- WNII"i"ftm� /2021 CHALLENGER POOLS The Association of sa Pool & Spa Professionals' PROJECT NAME: Irizarry CONTRACTOR NAME Challenger Pools AND ADDRESS AND ADDRESS: 6353 Bradford Woods Drive 6846 N. Dale Mabry Zephyrhills, FL 33542 Tarnpa,Fla. 33614 OWNER: I CONTRACTOR PHONE: DATE: Irizarry ,813) 886-9119 1/11/2022 This information sheet was prepared by the AP-SP-15 Residential Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa Professionals (APSP). It is not part of the American National Standard ANSI/APSP/ICC-15a 2011 but is included for information only. Contractors should acquire and comply with the ANSI/APSP/ICC-15a 2011 standard which can be purchased at www.apsp.org, 1. §5.2.1: Calculated pool volume a. Gallons: 8,348 f or b. Calculated Gallons:- 288 (surface area) X 3.9 (average depth) X Z48 (gollftA3) = 8,348 2. §5.2.1: Calculated filtration flow rate (Pool volume -.- 360 or 36gpm whichever is larger) 3. §5.5.1: Pipe sizing: a. Minimum suction pipe diameter (Enter the smallest pipe size from Table with a 6 fps flow capacity the some or more than item 2.) b. Minimum suction branch pipe diameter (Calculate: Item 2. 36 (gpm) + Branch Pipes 1 (quantity) = branch flow rate 36 (gpm). Enter the smallest pipe size from Table 1 with a 6fps flow capacity the same or more than the calculated suction branch flow rate.) c® Minimum return pipe diameter (Enter the smallest pipe size from Table with a 8fps flow capacity the some or more than item 2.) d. Minimum return branch pipe diameter (Calculate: Item 2. 36 (gpm) - Branch Pipes 1 (quantity) = branch flow rate 36 (gpm). Enter the smallest pipe size from Table I with a 8fps flow capacity the some or more than the calculated return branch flow rate.) 4. §5.4.1: Filter type and size: a. Filter type: (Cartridge, DE, Sand) b. Minimum filter area (Calculate: item 2. 36 (gpm) + filter factor 0.375 - (gpmlftn2)) Filterfactors: Cartridge=0.375, Sand=15, Diatomaceous Earth=2 S. §5.4.2: Backwash valve: Dyes, El No? (When using a backwash valve, enter result of item 3c or 2 inches whichever is larger) Table 1 Pipe Size: Nominal GPM @ 6 fps 1.6 38 2 63 2-5 90 138 185 4 238 5 �374540 6 Nominal GPM @ 8 fps 51 84 119 1 184 1 247 1 317 1 499 1 720 6. Single -speed pump selection (when used): §5.1.1, 5.3.1: For single -speed pumps with a total horsepower 0.99 or less, find and enter a compliant pump from the Pool Pump Database. a. Pump model b. Total horsepower 7. Multi -speed pump selection (when used): §5.3.2.1: Pools 17,000 gallons or less, select pump* from the database with a Curve -A gpm flow equal to item 2 or less. §5.3.2.2: Pools 17,001 gallons or more, select pump* from the database with a Curve-C gpm flow equal to item 2 or less. *Multi -speed pumps must have one speed listed that satisfies this requirement. a. Pump model b. Pump flow (§5.3.2.1, 5.3.2.2: Applicable Curve A or C gpm flow listed in database) 1. 8,348 gallons 2. 36 gpm 3a. 1,5 inches 3b. 1.5 inches 3c. 1.5 inches 3d. 1.5 inches 4a. Cartridge 4b. 96.0 sq. ft. S. 2 inches (When used) 6a. pentairsuperFlo VS 6b. 1.5 or 7a. PentairSuperFlo VS 7b. 29 gprn 3/17/15 ANSI/APSP/ICC- 15 Standard Writing Committee Form 1 of 2 Co Pool systems Section Requirements -Check 4.4.1.1 Heater has no pilot light Z. 4.4.1.2 Readily accessible on -off switch mounted outside of the heater Z 4.3.1.3 No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation, or for pool with 60% of documented pool heating from on -site solar or recovered energy. 4.3.2 Heater efficiency: gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0 Z 5.1.1 Pool filter pump listed in database 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi -speed Z Multi -speed pump controller programmed to default to the filtration flow rate when no auxiliary 5.3.3 pool loads are operating within 24 hours and programmed with temporary override capability for servicing. 53.4 Single -speed pump controller capable of operating pump during off-peak electric demand. 5,5.2 Pipe before pump has at least 4 diameters of straight pipe. System installed with solar, or setup for the future addition of solar heating equipment by 5.53 installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built-in or built-up connections, or dedicated pipe to and from the pool. 5,6 L_ Directional inlets for mixing pool water. 211 3/17/15 ANSI/APSP/ICC- 15 Standard Writing Committee Form 2 of 2 rt�PENTAIR STEP 1 POOL SPECIFICATIONS STEP 3 OF 3: TDH CALCULATION IFoot Specifications Pool Volume (gallons): 8348.00 gallons Turn Over (hoursl: 6.00 hours Filtration Flow Rate: X00 GPM Results; Your TDH Calculation Flow Rate Head Loss REQUIRED MINIMUM PIPE SIZE Intet Piping: PUMP RPM Flow Rate at Selected Pump RPM: Head Loss at Selected Pump RPM: TDH CALCULATOR STEP 2 SELECT EQUIPMENT Maximum Flow Rate 90,00 GAL/MIN Max Flow Rate at Max RPM; 24.43 FT Head Loss at Max Flow Rate at Max RPM; 2.5 Discharge Piping; 2.5 95.02 Pump RPM: 3450 27.6 SYSTEM HEAD PRESSURE CURVE BY PUMP SELECTION STEP 3 TEN CALCULATION 1.50 it 90.00 GPM 95.02 GAUMIN 27,6 FT v PRIVACY NOTICE I TERMS GF USE ©2008 -2022 PENTAIR INC. ALL RIGHTS RESERVER. Any tnformattan regarding the Pentair Partner Incentive Program mentioned on this website serves a merely informative purpose. None of this Information is binding on Pentair or its affiliates, nor can it ba used as a ground for anyWd of claim against Pentair or its affiliates h, rotation m the Pentair Partners incentive Progsvm, which is subject to conditions that wt11 be communicated to a candidate participant upon registration on this website. Bob, The Association of =1 k&40Z�� #11L�P Pool & Spa ProfessionalsO 4%;W, ANSI/APSPACC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: Sherman CONTRACTOR NAME Challenger Pools AND ADDRESS AND ADDRESS: 6324 Bradford Woods Drive 6846 N. Dale Mabry Zephyrhillis, FL 33542 Tampa,Fla. 33614 OWNER CONTRACTOR PHONE- DATE: : Sherman � (813) 886-9119 12/22/2021 This information sheet was prepared by the APSP-15 Residential Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa Professionals (APSP). It is not part of the American National Standard ANSI/APSP/ICC-15a 2011 but is included for information only. Contractors should acquire and comply with the ANSI/APSP/ICC-15a 2011 standard which can be purchased at www.apsp,org. a. Gallons: 10,681 ; or b. Calculated Gallons: 357 (surface area) X 4.0 (9oj1ftA3) = 10,681 (average depth) X 7.48 2. §5.2.1: Calculated filtration flow rate (Pool volume = 360 or 36gpm whichever is larger) 3. §5.5.1: Pipe sizing: a. Minimum suction pipe diameter (Enter the smallest pipe size from Table I with a 6fps flow capacity the same or more than item 2.) b. Minimum suction branch pipe diameter (Calculate: Item 2. 36 (gpm) = Branch Pipes (quantity) = branch flow rate 16 (gpm). Enter the smallest pipe size from Table with a 6 fps flow capacity the same or more than the calculated suction branch flow rate.) c. Minimum return pipe diameter (Enter the smallest pipe size from Table I with a 8 fps flow capacity the same or more than item 2.) d. Minimum return branch pipe diameter (Calculate: Item 2. 36 (gpm) + Branch Pipes 1 (quantity) = branch flow rate 31 (gpm). Enter the smallest pipe size from Table I with a 8fps flow capacity the some or more than the calculated return branch flow rate.) 4. §5.4.1: Filter type and size: a. Filter type: (Cartridge, DE, Sand) b. Minimum filter area (Calculate: item 2. 36 (gpm) + filter factor 0,375 (gpMlftA2)) Filter factors: Cartridge=0.375, Sond=15, Diatomaceous Earth=2 5. §5.4.2: Backwash valve: ElYes, E]No? (When using a backwash valve, enter result of item 3c or 2 inches whichever is larger) Table I Pipe Size* 15" 21' 2.5" 3" 3,511 4" V 6" Nominal GPM @ 6 fps 38 =3 90 1-38 =85 =38 =74 540 1-84 --247--71-7-49-9-72-0 6. Single -speed pump selection (when used): §5.1.1, 5.3.1: For single -speed pumps with a total horsepower 0.99 or less, find and enter a compliant pump from the Pool Pump Database. a. Pump model b. Total horsepower 7. Multi -speed pump selection (when used): §5.3,2,1: Pools 17,000 gallons or less, select pump* from the database with a Curve -A gpm flow equal to item 2 or less. §5.3,2.2: Pools 17,001 gallons or more, select pump * from the database with a Curve-C gpm flow equal to item 2 or less. *Multi -speed pumps must have one speed listed that satisfies this requirement, a. Pump model b. Pump flow (§53.2.1, 5.3.2.2:Applicable Curve or Cgpm flow listed in database) 1. 10,681 gallons 2. 36 gpm 3a. 1.5 inches 3b. 1.5 inches 3c. 1.5 inches 3d. 1.5 inches 4a. Cartridge 4b. 96.0 sq. ft. 5. 2 inches (When used) 6a. pentairlintell"a VS 6b. 3 or 7a. PentairintelFlo VS 7b. 18 gprra 3/17/15 ANSI/APSP/ICC- 15 Standard Writing Committee Form 1 of 2 ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS - Component Section- Requirements Check 4.4.1.1 Heater has no pilot light 4.4.1.2 Readily accessible on -off switch mounted outside of the heater Heaters No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation, 4.3.1.3 or for pool with 60% of documented pool heating from on -site solar or recovered energy. Z 4.3.2 Heater efficiency: gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0 V( 5. 1A Pool filter pump listed in database 5.11 Pool filter pump with total horsepower 1.0 or more is multi -speed Z Multi -speed pump controller programmed to default to the filtration flow rate when no auxiliary 5.3.3 pool loads are operating within 24 hours and programmed with temporary override capability for servicing. Pool systems 5.3.4 Single -speed pump controller capable of operating pump during off-peak electric demand. I0 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. System installed with solar, or setup for the future addition of solar heating equipment by 5,53 installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built-in or built-up connections, or dedicated pipe to and from the pool. 5,6 Directional inlets for mixing pool water. Z 3/17/15 ANSI/APSP/ICC- 15 Standard Writing Committee Form 2 of 2 4> PENTAIR TDH CALCULATOR STEP 1 STEP 2 POOL SPECIFICATIONS SELECT EQUIPMENT STEP 3 OF 3: TDH CALCULATION i Pool Specifications CA I(\ Pool Volume (goiters); 10681.00 gallons Suction Lift; Turn Over (hours): 6.00 hours Filtration Flow Rate: X00 GPM Maximum Flow Rate Results: Your TDH Calculation STEP 3 TDH CALCULATION 1,50 ft 125.00 GPM Flow Rate 125.00 GAUMIN Max Flow Rate at Max RPM: 128.22 GAL/MIN Head Loss 56.11 FT Head Loss at Max Flow Rate at Max RPM; 59.77 FT REQUIRED MINIMUM PIPE SIZE Inlet Piping: 3 Discharge Piping: 3 PUMPRPM of Flow Rate at Selected Pump RPM: Head Lose at Selected Pump RPM: 128.22 Pump RPM: 3450.... 59.77 ... S"(STEM HEAD PRESSURElJ RV PI IMP CFI Ff`TIf1N PRIVACY NOTICE I TERMS OF USE ( ©2008 - 2021 PENTAIR INC. ALL RIGHTS RESERVED. Arty informalion rega,dmq the Pentair Partners tncentive Program o-ti—dan this websiteservesa merely informative purpose,N—,ofthis intormationk binding on PentairLnt.rnationat S.a.rl, or its affiliates, norcan itbe usedasa g—d(oranykindofclaim against Pentair or ifs affiliates h, relation to the Pentair Partners tncenfW Program, Whkh is subject to conditions that will be communicated to a 4'andldate participantupon registration an this wabrite. PENTAIR STEP 1 POOL SPECIFICATIONS STEP 3 OF 3: TDH CALCULATION TDH CALCULATOR STEP 2 SELECT EQUIPMENT Pool Specifications Pool Volume (gallons): 788.00 gallons Turn Over (hours): 6.00 hours Filtration Flow Rate: 36.00 GPM Resutts; Your TDH Calculation Suction Lift: Maximum Flow Rate STEP 3 TDH CALCULATION 1,50 it 125,00 GPM Flow Rate 125.00 GAL/MIN Max Flow Rate at Max RPM; 128.51 GAL/MEN Head Loss 55,59 FT Head Loss at Max Flow Rate at Max RPM: 59.57 FT REQUIRED MINIMUM PIPE SIZE Inlet Piping: 3 Discharge Piping: PUMPRPM EDIT ORDERING INFORMATION 70 90 110 120 120 H/C 120 C ....._ 1(}0 .__. 140 H/C 140C 70 BLK 90 BLK 110 BLK 120 BLK 120 H/C BLK 120 C BLK 140 140 H/C 140C 460,930 460931 460932 460933 460935 460937 460958 460928 460960 460961 460962 460963 460965 460967 460964 460959 460929 75,000/5.8 90,000/57 108,000/6.0 127,00015.7 127,000 Heat/5.6 71,000 Cool/4.1 123,000/5.6 141,000%,D. -� 140,000 Heat/5.6 71,000 CooV4.1 140,000/5.8 75,000/E8 90,000/5.7 108,000/6.0 127,000/5.7 127,000 Heat/5.6 71,000 C00114.1 123,000/5.6 140,000/5.8 140,000 Heat/5.6 71,000 Cool/4.1 140,000/5.8 Color: Almond 70,0001/5.6 50;000/4.0 - 60 40 1 230 230 84,000/5.5 60,000/4.0 60 50 1 230 230 101,000/5.8 72,000/4.0 60 50 1 230 270 120,000/5.5 82,000/4.0 60 50 1 230 270 120,000/5.4 82,000/4.0 60 50 1 230 278 115,000/5.3 81,000/4.0 60 50 3 10 280 3 ,000/5.6 -88;000f4.0 -- 60 - 50- -1 7?0 __ 3, I0 13200/5.4 85,000/4.0 60 50 1 230 320 132,000/5.6 86,000/4.0 60 50 3 230 320 Color: Jtack 70,000/5.6 50,000/4.0 60 40 1 230 230 84,000/5.5 60,000/4.0 60 50 1 230 230 101,000/5.8 70,000/4.0 60 50 1 230 270 120,000/5.5 80,000/4.0 60 50 1 2"0 2 i0 120,000/5.4 80,000/4.0 60 50 1 230 278 115,000/5.3 134,000/5.6 132,000/5 4 132,000/5.6 81,000/4.0 883 000/4.0 85,000/4.0 86,000/4.0 Which Ultral-emp Heat Pump Model is right for your size pool? You or your pool professional can go to pentairpool.com, click Support, then click Calculators to access our Heat Pump Sizing Calculator to find the perfect UltraTemp Heater model foryour specific needs. ®R, PENTAIIR 60 60 60 60 50 3 50 1 =30 120 50 1 50 3 "Rating in accordance v: , a... . fair temp, r 1%retapver ..-- ..- .. AVAILABLE FROM: 1620 HAWKINS AVE, SANFORD, NO 27330 800.831.7133 WWW.PENTAIRPOOL.COM Alt Pentair trademarks and logos are owned by Pentairor one of its atobat affiliates. UltraTempO, intettiTouch^, EasyTouch°, Eco SetectO, and AUtoSet" .s: \Hater Pool and Spa, Inc, and/or its affiliated companies in the United States and/ or other countries. EmersonOis a registered trademark of Emerson E _: r Emerson Climate Technologies, Inc. Because we are continuously improving our products and services, Pentair resewes the right to change specificatim: employer. pumps � filters - heaters � heat Dumps - automation a'fighting - cleaners 9 sanitizers - Watei 9/16 Part 11 P1-046 02016 Pentair Water Post and Spa, Inc. All rights reserved, uri - SAFETY ETY DATA A SHEET {`! J^ df2 c. Product identifier Other means of identification Recommended use Recommended restrictions Manufacturer information Supplier Physical hazards Health hazards Environmental hazards WHMIS H15 defined hazards Label elements Hazard symbol Signal word Hazard statement Precautionary statement Prevention Response _....... - Stora-- ge 111,111111, Disposal WHIMS 2015: Health Hazard(s) not otherwise classified (HHNOC) WHMIS 2015: Physical Hazard(s) not otherwise classified (PHNOC) Hazard(s) not otherwise classified (HNOC) Supplemental information '(_ Product and Company Identification Cover Free Not available Suppression of water evaporation and heat loss None known. NO Brands 40 Richards Ave. Norwalk, CT 06854 US Phone: (800) 753-1233 Emergency Phone: CHEMTREC (800) 424-9300 See above. 2, Hazards Identification Not classified. Not classified. Not classified. Not classified None. None. The mixture does not meet the criteria for classification. Observe good industrial hygiene practices. Wash hands after handling. Store away from incompatible materials. Dispose of waste and residues in accordance with local authority requirements, None known None known None known. Not applicable. 3. Cornposition/information on Ingredients Mixture Chemical name Common name and synonyms CAS number Cetyl Alcohol — 36653-82-4 4 T 1,2-Propanediol 0s �- 57-55-6 l All concentrations are in percent by weight unless ingredient is a gas. Gas concentrations are in percent by volume. 4. First did Measures Inhalation Skin contact Eye contact Ingestion Most important symptoms/effects, acute and delayed If breathing is difficult, remove to fresh air and keep at rest in a position comfortable for breathing. Call a physician if symptoms develop or persist. Rinse skin with water/shower. Get medical attention if irritation develops and persists. Rinse with water. Get medical attention if irritation develops and persists. Rinse mouth. If ingestion of a large amount does occur, call a poison control center immediately. Direct contact with eyes may cause temporary irritation. 421057 Page: 1 of 7 Issue date 28-April-2017