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21-3148
BGR-003148-2021 Issue Date: 12 08 1 izz=1101I 11111 111171111 I'll I lifflill I , I III 1 711:11111 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 PEfIT OFFICE ITHOUT APPROVED INSPECTION LAST NAME: HICKSON ADDRESS: 6515 PADEN WHEEL STREET CITY/ZIP: Zephyrhills, FL 33541 PHONE#: 706-394-4481 GATE CODE: DESIGNER: John Lalley SUPER- Mark Morris BOND BEAM: -1" FINISH: JOB#: R01847 24" TU'RiNIDCWN--- STUCCO FACE EXPOSED 18" TURNDG',iVN SCREEN DOOR i ILL U SHUTTLE SWIMOUT 10" BEAM 12" BEAM 2 4 " TU R, 3',i I)CAhl I IDS GLO I VAC PORT -------------------- PAVER DECKING 11 f, I ---------- I ------ ----------- ------ PAD PAD L w/ GFC1 Service JET TYPE: (6) SPA +12" STUCCO FACE STANDARD TILE FACING EXPOSED jw146" TILED SPILLWAY 9, a PAVER DECKING GLO @ (2) BUBBLERS uc TAN LEDGE (6- WATER) 11�-�-- 53� sqft GLO _IV ---------- BENCHMARK for POOL BEAM EXISTING DECK (TOP wl THIN PAVERS) -0, ENCE SAFETY FENCE ------24" TUP -,j� DO,A04 STUCCO FACE EXPOSED T 12" — 1 14 DOOR r PO OL SPECS SCREE—NSPECS F SPA SPECS — — — — — — — — — — — — — — — — --- DECK SPECS _UMSIN�SPESS �ITH�RII�1111 �129' PERIMETER: 87' TYPE/COLOR. 'SEE SELECTION SHEET PERIMETER�. 23' COPING TYPE: BRICK CIRC PUMP: Intelliflo VSF CONTROL PANEL: Easyttouch PS-4 6", SKI — Cody Pools AREA: 400 sqft SCREEN MESH: STANDARD AREA. 35 scdt "A" TYPE: STANDARD PAVERS PUMP#2: N/A REMOTE: Screenlogics Bundle SPA, 51' Common Return: Yes DR-AENSIONS� 32'-l' x 18'-l' WALL HEIGHT (LF): 20'(2 STORY) DIMENSIONS: 8-3x S-2EA,: '" '" 'A, AR _LL82 -,qft PUMP N/A SANITIZER: IntelliChior IC40 _I FEATURE A: IV (2 Bubblesl__ WALL LENGTH (LFI:_122 "B" TYPE: N/A FILTER Cartridge CC 150 AIR TYPE: Venturi Air FEATURE B: N/A GALLONS: 11,591 OUTSIDE PERIMETER 29' ROOF AREA, (SP): _1L71 0 _sqf__ "B" AREA: N/A HEATER: Ultratemp 108k BTU Heat Pump FILL LINE: N/A FEATURE C: N/A F—APPROVAL TURNOVER: 1.38 HRS @ 140 GPM GUTTER SIZE: 5" RAISED: + 12" Above Pool TOP EX, TYPE THW PXVERS CLEANER: Dedicated Vac Line OTHER: 50' Child Safety Fence FEATURE D: N/A I (ovvner/s) have reviewed and approve this plan as correct , within reasonable VGB ACT COMPLIANT — INFINITY WALL: N/A POOL INTERSECT: 153' TOP Ek AREA 67 a ft POOL LIGHT: (2) Globrite LED 12v OTHER: N/A PV3 VALVE to EQ. N/A 1 tolerance. I understand that any changes to shape or face' tion may result in delay of ALL SUBMERGED SUCTION OUTLETS ARE ALUMINUM ROOF: N/A project and additional cost. EQUIPPEDw/ DUAL DRAIN COVERS and/or SPILLWAY TYPE: 46" TILED FOOTEk- N/A SPA LIGHT." (1) Globrite LED 12v OTHER: N/A PV3 VALVE to POOL N/A SINGLE UNBLOCKABLE DRAINS WHICH LxW,. N/A POST CITY: N/A JETS: (6) STD TURNDOWN: 60' @ 24'/ 22' @ 18' OTHER: N/A OTHER: N/A ELEC, 38' GAS: N/A ARE FAN BEAM: N/A TEAR OUT: _L/A x CHALLENGER P 0 0 L S 6846 N. DALE MABBRY HWY, TAMPA, FL 33614 PHONE: (813) 886-9119 FAX: (813) 884-1829 (6d& 0031 To whom it may concern: We have moved the pool equipment to the side of the house. 5' setback. Permitting Manager Challenger Pools 813-495-1709 deurts@.challengerpools.com 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 under 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 contractor(s) 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, if 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 amended): If valuation of work is $2,500.00 or more, I certify that I, 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 govemment agencies may apply to the intended work, and that it is my responsibility to identify what actions I 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, Water/Wastewater 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, alter, 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 or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit 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 may 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. RITIT-TrIMP, rem it r .: 1� •i. 3.A �. �C1 •C y' •".i l i : 1 i ill Mt l: t! t. f• 1 OWNER OR AGENT CONTRACT. Subscribed and sworn to (or affirmed) before me this Subscribed and sworn to (or affi is by by Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced as identification. as identification. Public Commission Name of Notary typed, printed or stamped Residential Pools '"Letter from your local power company ***"*All set -backs shall be met***** E4203.1 Receptacle outlets® Receptacles outlets shall be installed and located in accordance with Sections E4203,1,1 through E4203.1,5. Distances shall be measured as the shortest path that an appliance supply cord connected to the receptacle would follow without penetrating a floor, wall, ceiling, doorway with hinged or sliding door, window opening, or other effective permanent barrier, [680.22(A)(5)] E4203.1.2Where required. At least one 125-volt, 15- or 20-ampere receptacle supplied by a general-purpose branch circuit shall be located as minimurn of 6 feet (1829 mm) from and not more than 20 feet (6096 mm) from the inside wall of pools and outdoor spas and hot tubs. This receptacle shall be IoCated not more than 6 foot, 6 inches (1981 rim) above the floor, platform or grade level serving the pool, spa or hot tub. [680,22(A)(1)] R4501,17Residential swimming barrier requirement. Residential swimming pools shall comply with Sections R4501,17.1 through R4501,17.3, Exception _- A swimming pool with an approved safety pool cover complying with ASTM F 1 346� R4501 A 7.1 Outdoor swimming pools. Outdoor swimming pools shall be provided with as barrier cornplying with R4501.1 71, 1 through R450 1, 1 '17,1,14. R4501 A 7.1.1 I'h.- top of the baffier slia.11 be at least 48 inches ( 12 19 ruin) above grade measured on the side of the barr-ier which faccs away from the swimming pool. The niaXiMUITI venical clearance between grade and the bottom of the barrier sliall be 2 inches (51 fnin) meastired on the side of the batTier which faces away frorn the swimming pool, Where the top of the pool structure is above grade the barrier may be at ground level or motinted on top of the pool structure, Where the barrier is mounted on top of the pool structure, the maximurn vertical clearance between the top of the pool structure and the bottom of the balTier shall be 4 inches (1 102 nim'), R4501,17.1.2 fhe barrier may not have any gaps, openings, indentations, protrUSions, or structural comporients that could alloo, as voting child to crawl under. squeeze through, or climb over the barrier as herein descTibed below, 6ne end of a retnovable child barrier shall riot be removable without the aid of tools, Openings in any barrier shall not allow passage of a 4-inch-dianieter (102 trun) sphere, R4501.171.3 Solid barriers which do not have openings shall riot contain it or protrusions except tor normal construction tolerances and tooled iriasonryjoints. R4501.171.4 Where the barrier is composed of horizontal and vertical members and the distance between the tops of the horizontal nienibers is less than 45 inches (1143 nun), the horizontal members shall be located on the swirrimIng pool side of the fence, Spacing between vertical nieinbers shall not exceed I ', inches (44 rnni) in svidtl',i. Where there are decorative CLuOUtS within vertical members, spacing within the cutouts shall not exceed l,"", inches (44 nim) in width, R4501 � 17,1,5 Where the barrier is composed of horizontal and vertical members and the distance between the tops of the horizontal members is 45 inches (1143 nim) or more, spacing between vertical members shall not exceed 4 inches (102 nini), Where therc are decorative cutouts within vertical nien-ibersa spacing within the cutotits shall not exceed 11, inches (44 nini) in width, R4501.17,1.6 Maximum mesh size for chain link fences shall be a I/Anch square (57 mrn) unless the fence is provided with slats fastened at the top or bottom which reduce the openings to no more than I inches (44 rnn-,.). R4501ITlJ Where the barrier is composed of diagonal members, the maximurn opening lorniied by the diagonal members shall be no more than I inches (44 mlil). R4501,17,1 s8 Access gates, Nvhen provided, shall be self -closing and shall comply with the requirements of Sections 1 4501 . 17. 1 . I through R4501 , 17, 1, 7 and shall be equipped with as self -latching locking device located on the pool side ofthe gate, Where the device release is located no less than 54 inches (1372 rnryi) from the bottom of the gate, the device release nnechanism niay be located on either side of the gate and so placed that it cannot be reached by a your child over the top or through any opening or gap ftran the outside, Gates that provide access to the swiniming pool must open outward away from the pool, 'The gates and barrie'r shall have no opening greater, than /, inch (12,7 min) within 18 inches (4-57 nini) of the release mechanism, R4501,171 .9 Where as wall of a dwelling serves as part of the barrier, one of the l'ollowing shall apply-, 1_AII doors and windows providing direct access firoin the horne to the pool shall be equipped with air exit alarni cornplying with U L 220 17 that has a rninimuni sound pressure rating of 85 dBA at 10 fi,-et (3048 rnm)� Any deactivation switch shall be located at least 54 inches (1372 iTirri) above the threshold of the access. Separate alromis are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. Exceptions: I , a,Screened or protected windows having as bottom sill height of 48 inches 12 19 rearm) or more ineasured ftorii the interior finished floor at the pool access level, 2, bVindows Facing the pool on floor above the first story, 3, c,Screened or protected pass -through kitchen wiridows 42 inches (1067 mrn) or higher with a counter beneath, 2, 2,AIl doors providing direct access trom the horne to the pool MUst be equipped with a self - closing, self -latching device with positive mechanical latching/locking installed as mininium of 54 inches (1372 ryun) above the threshold, which is approved by the authority having jurisdiction, 3 J, 3A swirriming pool alarin that, when placed in a pool, sounds an alann upon detection of an accidental or unauthorized eritrance into the water. Such pool alann niust meet and be independently certified to ASTM Standard 1 2208, titled "Standard Safety Specification Im Residential Pool Alarms," which includes surface motion, pressure, sonar, laser, and in-f-'rared alarms. For purl)oses of this paragraph, the temi "swininning pool alarnn" does not include any swimming protection alarm device designed for individual use, such as an alarm attached to as child that sounds when the child exceeds a certain distance or becomes submerged in water, R4501A7A.10 Were an aboveground pool structure is used as a barrier or where the barrier is MOUnted on top of` the pool structure, and the nleans of access is as ladder or steps, the ladder or steps either shall be capable of being secured, locked or rernoved to prevent access, or the ladder or steps shall be surrounded by as barrier Nxhicb sneers the requiretrients of Sections R4501,17, 1A through 1 4501.IT L9 and Sections R4501, IT 1 , 12 through R4501 , 17,1,14. When the ladder or steps are secured, locked or rennoved, any opening created shall not allow the passage of a 4-inch-diameter (102 train) sphere, R4501AT1.11 Standard screen encIOSUres which rneet the requirements of Section R4501,17 triay, be uhlized as part of or all of the "barrier" and sliall be considered a "nondwelfing" wall, Removable child barriers shall have one end of the barrier nonrernovable without tile aid of tools, R4501ATlA2 `rhe barrier inust be placed around the perimeter of the pool and rriust be separate from any fence, ,wall, or other enclosure surrounding the yard unless the fence. wall, or other enclosure or portion thereof is situated on the perimeter of the pool, is being used as part of the barrier, and meets the barrier requirenients of this section, R4501.17A.13 Removable child barriers must [)a placed sufficiently away from the water's edge to prevent as your child or medically frail elderly person who rnay matiage to penetrate the barrier from immediately falling into the water. Sufficiently, away ftom the water's edge shall mean no less than 20 inches (508 airn) ftorn tire barrier to the water"s edge. Dwelling or nondwelling walls including screen enclosures. when tised as pati or all of the "baiTier" and ineeting the other barrier requirements, may be as close to the waters edge as pennitted by this code. R4501ATlA4 A wall of a dwelling niay serve as part of the barrier if it does not contain any door or window that operas to provide direct access trorn the lionie to the s-,virriming pool, R4501AT115 A mesh safety barrier meeting the requirements of Section R4501,17 and the following minimurn requirements shall be considered as barrier as defined in this section- 1 , 1 individual component vertical support posts shall be capable of resisting a minimum of 52 pounds (229 N) of horizontal force prior to breakage when measured at a 36-inch (914 mm) height above grade. Vertical posts of the child mesh safety barrier shall extend a minimum of 3 inches (76 rnrn) below deck level and shall be spaced no greater than 36 inches (914 mm) atsaft. 2, 2,The mesh utilized in the barrier shall have as minimum tensile strength according to AST M D5034 of 100 pounds per foot, and as minirrium ball burst strength according to ASTM D3787 of 150 pounds per foot, The mesh shall not be capable of deformation such that a ,-inch (6.4 mm) round odject could pass through the rnesh, The mesh shall receive a descriptive performance rating of no less than "trace discoloration" or "slight discoloration" when tested according to ASTM G53 (Weatherability, 1,200 hours), 3, 3.When using a molding strip to attach the mesh to the vetlical posts, this strip shall contain, at a minimum, #8 by 1,-in�ch (12.7 mm) screws with a minimurn of Itwo screws at the top and toto at the bottom with the remaining screws spaced a maximam of 6 inches (152 aloe) apart on center. 4, 4,Patio deck sleeves (vetic al post receptacles) placed inside the patio surface shall be of a nonconductive material, 5, 5.A latching device shall attach each barrier section at a height no lower than 45 inches (11 613 mm) above grade, Common latching devices that include, but are not limited to, devices that provide the security equal to or greater than that of a hook -and -eye -type latch incorporating a spring actuated retaining lever (commonly referred to as a safety gate hook). & She bottorn of the child mesh safety barrier shall not be more than 1 inch (25 mrn) above the deck or installed surface (grade). 7. R4501.18 Ladders and steps, 8, All pools whether public or private shall be provided with a ladder or steps in the shallow end where water depth exceeds 24 inches (610 ram), In private pools where water depth exceeds 5 feet (1524 mm), there shall be ladders, stairs or underwater benches/swimouts in the deep end, Where manufactured diving equipment is to be used, benches or swimouts shall be recessed or located in a corner, 9, Exception: In private pools having more than one shallow end, oMy one set of steps are reqUired, A bench, swim -out or ladder may be used at all additional shallow ends in lieu of an additional set of steps. WR#42574921 October 7, 2021 Challenger Pools Ineiner@challengerpools.com Subject: 6515 PADEN WHEEL ST Dear Challenger Pools: 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. Sincerely, Erika McCullough Project Coordinator Duke Energy Florida, LLC 4121 Saint Lawrence Dr, New Fort Richev, FL 3465"') 1 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Fee Simple Titleholder Address JOB ADDRESS w LOT # SUBDIVISION 0 A4, PARCEL t'- (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR = ADD/ALT SIGN DEMOLISH INSTALL L_J REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE SO FOOTAGE HEIGHT =BUILDING $ 1"-V, ro 0 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL 1$ AMP SERVICE PROGRESS ENERGY W.R.E.C. Nk) 1=3 ) PLUMBING $ =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY 01c, SIGNATURE REGISTERED 1 N EE EURREN Address L5-22� Z ELECTRICIAN 111,ee I �10 SIGNATURE URREN L_I/N J Address PLUMBE"COMPANY,; $IGNATURt-- REGISTERED YIN F RREN Address License # MECHANICAL COMPANY SIGNATURE REGISTERED L== III 1IRRIN Address License # OTHER COMPANY SIGNATURE REGISTERED L_Z_LN _J FEE CURREN L N 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, Construction Plans, Stormwater 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 w/ 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 $2600, 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 � M ANSI/APSPACC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: Hickson CONTRACTOR NAME Challenger Pools C SS AND AND ADDRESS: 6515 Paden Wheel Street 6846 N. Dale Mabry Zephyrhills, FL 33541 Tarnpa,Fla. 33614 OWNER: Hickson CONTRACTOR PHONE.' (813) 886-9119 E: 9/29/2021 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: 11,968 ; or b. Calculated Gallons: 400 (overage depth) X 7.48 3) -(surface area) X 4-0 (gClllftA 11,968 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 flaw 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 31 (gpm). Enter the smallest pipe size from Table I with a 6fps flow capacity the some or more than the calculated suction branch flow rote.) c. Minimum return pipe diameter (Enter the smallest pipe size from Table I 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 1 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)) Filterfactors: Cortridge=0.375, Sond=15, Diotomoceous Earth=2 5. §5.4.2: Backwash valve: E]Yes, E]No? (When using a backwash valve, enter result of item 3c or 2 inches whichever is larger) Table 1 1. 11 1. Pipe Size: =..inal GPM @ 6 fps— 1.5 38 2 1 63 2.5 90 3 138 15 185 4 238 S" 3#74 6 Nominal GPM @ 8 fps 51 1 84 1 119 184 247 1 317 499 99- 72b 6. Single -speed pump selection (when used): §5AA, 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): §53.2.1: 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. 11,968 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 scl. ft. 5. 2 inches (When used) 6a. pentairlintelFlo VS 6b. 3 or 7a. PentairintelFlo VS 7b. 18 gpm 3/17/15 ANSI/APSP/ICC- 1S 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 1bi 1 4.4.1.2 Readily accessible on -off switch mounted outside of the heater r__71 OEJ 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 43,2 Heater efficiency: gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0 01 5.1.1 Pool filter pump listed in database Z 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi -speed Multi -speed pump controller programmed to default to the filtration flow rate when no auxiliary 53.3 pool loads are operating within 24 hours and programmed with temporary override capability for Z servicing. Pool systems 5.3.4 Single -speed pump controller capable of operating pump during off-peak electric demand. - EJ 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. Z System installed with solar, or setup for the future addition of solar heating equipment by 5.5.3 installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built-in or r I 0�j built-up connections, or dedicated pipe to and from the pool. 5.6 Directional inlets for mixing pool water. W1 I 3/17/15 ANSI/APSP/ICC- 15 Standard Writing Committee Form 2 of 2 P E NTA I R I TDH CALCULATOR STEP 1 STEP 2 POOL SPECIFICATIONS SELECT EQUIPMENT STEP 3 OF 3: TDH CALCULATION � Pool Specifications 1- Pool Volume (gallons): 11968.00 gallons Turn Over (hours): 6.00 hours Filtration Flow Rate: 36.00 GPM Results: Your TDH Calculation Suction Lift: STEP 3 TDH CALCULATION 1.50 It Maximum Flow Rate 120.00 GPM Flow Rate 120.00 GAUMIN Max Flow Rate at Max RPM: 125.07 GAL/M IN Head Loss 55.77 FT Head Loss at Max Flow Rate at Max RPM: 61.92 FT REQUIRED MINIMUM PIPE SIZE Inlet Piping: 3 Discharge Piping: 3 PUMP RPM Flow Rate at Selected Pump RPM: 125X Pump RPM: 3450 Head Loss at Selected Pump RPM: 61.92 SYSTEM FLEA® PRESSURE CURVE BY PUMP SELECTION 140 1, PRIVACY NOTICE I TERMS OF USE 1 02008 - 2021 PENTAIR INC. ALL RIGHTS RESERVED. Any lofrmation regarding the Pentair Partners/ncoolw Progra ootio-donthts websiteserves a me'1yioforwwo Purpose. None ofthis information is bindngso Pentair In ternational S.a.rl. or its affiliates, norcan it be usedas a ground forany kind ofclaim against Penfalrorits aflitiotes In r,Wl- to the Pentair Partners 1—otw Program, which is subject to conditions that will be communicated to a candidate participant upon registration on this website. PENTAIR I STEP 1 POOL SPECIFICATIONS STEP 3 OF 3: TDH CALCULATION IPool Specifications 1-1 - --, TDH CALCULATOR STEP 2 SELECT EQUIPMENT STEP 3 TDH CALCULATION Pool Volume (gallons): 959,00 gallons Suction Lift: 1.50 It Turn Over (hours): 6.00 hours Filtration Flow Rate; 36.00 GPM Maximum Flow Rate 120.00 GPM Results: Your TDH Calculation Flow Rate 120.00 GAL/MIN Max Flow Rate at Max RPM: 124.75 GAL/MIN Head Loss 56.28 FT Head Loss at Max Flow Rate at Max RPM: 62.07 FT REQUIRED MINIMUM PIPE SIZE Inlet Piping: 3 Discharge Piping: 3 PUMP RPM Flow Rate at Selected Pump RPM: 124,75 Head Loss at Selected Pump RPM: 62.07 Pump RPM: 3450 SYSTEM HEAD PRESSURE CURVE BY PUMP SELECTION 130 140 PRIVACY NOTICE ( TERMS OF USE D2008 - 2021 PENTAIR INC. ALL RIGHTS RESERVED. Any information egading the Pentair Partners Incentive Program mentioned on this websiteservesa merelyinformative purpose. None ofthis Information is binding on Pentair Mternath,-1 3.a. Lnrits affiliates, norcan it be usedas a ground forany hind ofclaim against Pentair or its aflahn" is relation to the Pentair Partners Incentive Program, which is subject to conditions that will be communicated to a —didele participant upon registration on this website. �� .y f;\ �� � � \ n� . :���v � � � \, ?� � � . � ���� � � \ » � � ?} ^� � � � ..:�������/.. � / : ©�\/ ���\� \ � ` > « »z � � « . � . � \ �� \© � ± .� / » , � � � /� ���« . ����2- � } � Q� 70 90 110 e-�� 120 120 H/C 120 C 140 140 H/C 140C 70 BLK 90 BLK 110 ' 'BLK 120 BLK 120 H/C BLK 120 C BLK 140 140 H/C 140C 460930 46.601 460932 46003 460935 460937 460934 460958 460928 460960 460961 460962 460963 460965 460967 460964 460959 460929 75,000/5.8 70.000/5.6 90,0()0/5., 7 84,000/5.5 108,000/6.0 101,000/5.8 'w,obb/P 120,000/5.5 127,000 Heat/5.6 120,000/5A 71,000 Cool/4.1 123,000/5A 115,000/5.3 143,000/5.8 134,000/5.6 140,00 . 0 Heat/5.6 1,32,000/5.4 71,000.Cp*o(/41 140,000/5,8 132,000/5.6 75,000/53 70,000/5.6 90.000/5.7 84,000/5.5 108,000/6.0 101,000/5.8 127,000/5.7 120,000/5.5 121,000 HeaV5.6 120,000/5.4 71,000 Cobt/41 123,000/5,6 115,000/5.3 140,900/5.8 134,000/5.6 140,000 Heal/5.6 132,000/5.4 71,000 CooV4.1 140,000/5.8 132,000/5.6 Uutul; Mllullw 60,B00/4.0 60 60,004.0 60 72,000/4.0 60 82,000/4:0 60 82,00014,0 60 81,000/4.0 60 88,000/4.0 60 85,000/4.0 60 86,000/4.0 60 Color Black . 50.666/4.6 1 66 60,000/40 6 70,000/4�o 400 80,000/4.0 60 80,000/4.0 1 60 81,000/4.0 60 88,000/4,0 60 85,000/4.0 60 86,000/4,0 60 Which U[tr@Ternp Heat Pump Model is right for your size pool? You or your pool professional can go to pentairpoot.com, click Support, then click Calculators to access our Heat Pump Sizing Calculator to find the perfect ULtraTemp Heater model foryour specific needs. G= 40 50 50 50 50 50 50 50 50 40 50 50 50 50 3 3 230 230 230 230 230 4 '30 2330 230 230 230 230 230 230 230 230 230 270 270 4178 280 320 320 320 230 230 270 '70 278 50 3 230 50 1 230 32L 50 1 1.11) 50 3 "Rating in accordance [air temp. F* 1% retativor,,-1, a 1620 HAWKINS AVE, SANFORD, NC 27330 800.831.7133 WWWYENTAIRPOOLCOM Alt Pentair trademarks and logos are owned by Pentair or one of its gtobataffitiates. UltraTempl, IntelliTouch, EasyTouchO, Eco Setecto, and AutoSef' sr_ :—!-- a, ,r -`7 Water Pool and Spa, Inc, and/or its affiliated companies in the United states and/or other countries. EmersonO is a registered trademark of Emerson E -:t, . Emerson CtimateTechnotogies, Inc. Because we are continuouslyimprovingour products and services. Pentair reserves the right to change specificaticli employer. pumps - fitters ® heaters - heat pumps - automation - lighting - cleaners - sanitizers - water 9/16 Part# P1-046 92016 Pentair Water Pool and Spa, Inc. All rights reserved, RUE 1. Product and Company Identification Product identifier Cover Free other means of identification Kotavailable Recommended use Suppression nfwater evaporation and heat loss Recommended restrictions None known, Manufacturer information 0C Brands 4oRichards Ave. Norwalk, oTOoO54Uo Phone: (800) 753'1233 Emergency Phone: CHEMTREC (800)424-9300 Supplier See above, 2. Hazards Identification Physical hazards Not classified, Health hazards Not classified. Environmental hazards Not classified. VVHMIS 2813defined hazards Not classified Label elements Hazard symbol None. Signal word None. Hazard statement The mixture does not meet the criteria for classificafion. Precautionary statement Prevention Observe good industrial hygiene practices, Response Wash hands after handling. Storage Store away from incompatible materials. Disposal Dispose nfwaste and residues }naccordance with local authority mqyimmants. VVBM|a20i5:Health Raza"d(s) None known not 6tbenwiseclassified <HHNOc; mmM|sao1o'Physical None known Hazmod(s)not otherwise "|oosifie8(PHNVn) Hazard(4not otherwise None known. o}asph/ed(HNo4) Supplemental information Not applicable. 3. Gompositionlinformation on Ingredients Mixture Chemical name Common name and synonyms CAS number % All concentrations are in percent by weight unless ingredient isagas, Gas concentrations are in percent by volume. 4. First Aid Measures Inhalation Skin contact Eye contact Ingestion Most important symptomx/enemm,acute and delayed If breathing is difficult, remove to fresh air and keep a1rest ineposition comfortable for breathing, Call a physician if symptoms develop or persist, Rinse skin with matenshnwer. Get medical attention ifirritation develops and persists. Rinse with water. Get medical attention ifirritation develops and persists. Rinse mouth, |fingestion n[ularge amount does occur, call apoison control center Immediately, Direct contact with eyes may cause temporary irritation. #nma Page: Imr Issue date e8-Apaao17 CUSTOMER INFORMATION LAST NAME: HICKSON ADDRESS: 6515 PADEN WHEEL STREET CITY/ZIP: Zephyrhills, FL 33541 PHONE #: 706-394-4481 GATE CODE: DESIGNER: John LaIley SUPER: BOND BEAM: FINISH: JOB #: POOL EXCAVATION IS WITHIN a 1-TO-1 RATIO FROM THE HOUSE SLAB. ANGLE OF REPOSE MITIGATION REQUIRED, D C D�1-- `ED L,, SUPEP 'ONTRACT NOTE: ONTRACT NOTE: )ED. ocation to be verified L, —Layoutj �EA L TURNIDOWN1 STUCCO FACE EXPOSED SCREEN DOOR PLUMBING TRUNIK POOL PANEL w/ GFCl OUTLET for Service------,L (On RACK) EQUIPIAENT PAD 2'x 3' EQUIPMIE'NIT PAD 3'x 3* SWIMOUT 10' BEAM 12" BEAM TURNIDGWN ------------ --- -- - - --- --- PAVER DECKING VAC PORT NO— PA"LL7 tt- I Of SCALE 1/8' � 1,-0' PLAN REVISION JET TYPE: (6) SPA + 12" STUCCO FACE ORIGINAL STANDARD TILE FACING EXPOSED ------------ — ---------- PAVER DECKING BUBBLERS U TAN LEDGE (6` WATEP� `�53 sgft SCREEN PANELS (REMOVED by CODY POOLS) STUCCO FACE EXPOSED - - - - - - - - - - - - - - - ELEC SUPPLY - - - --------- ------ ------ ---- ------ ----- ALL WORK SHALL 0,.)ft,4PUf W111-f-I PREVAJUNG C 60 30DES FLORIDA BU11 ING CODE, N1 IONUAL ELECTRX CODE, V1 38, EXISTING DECK I AND THE Clrf OF ZFEIPHIMeCUL'S < (TOP w/ PAVERS) R, SHUTTLE NOV 3 0 2021 REVIEW DA, E CITY OF ZEPHYR H I L7�141 PLVN EXAMINER RESIDENCE SPECS TYPE/COLOR: *SEE SELECTION SHEET L SPA SPECS DECK SPECS PLUMBING SPECS Cody Pools PERIMETER: 87' PERIMETER: 23' COPING TYPE: BRICK CIRC PUMP: Intalliflo VSF CONTROL PANEL: Easvtouch PS-4 RETURN: 52' SKIMMER: 15' AREA: 400sqft SCREEN MESH: STANDARD WALL HEIGHT (LF): 20'(2 STORY) AREA: 35 sqft "A" TYPE: STANDARD PAVERS "A" AREA: _�-,6 �SCft PUMP#2: N/A REMOTE: Screenlogics Bundle PUMP #3: N/A SANITIZER: IntelliChlor IC40 SPA: 37' Common Return: FEATURE A: 130' (2 Bubblers) Yes D[MENSONS� 32'-l" x 18'-1" DIMENSIONS: 8'-3" x T-2" GALLONS: 11,591 WALL LENGTH (LF): 110' OUTSIDE PERIMETER: 29' "B" TYPE: N/A FILTER: Cartrdc e CC 150 AIR TYPE: Venturi Air FEATURE B: N/A ROOF AREA (SE): 1,363 sqft APPROVAL TURNOVER: 1.38 HRS @ 140 GPM GUTTER SIZE: 5" RAISED: + 12" Above Pool "B" AREA: N/A HEATER: -UftrateiiT 108k BTU Heat Pump— FILILLINE N/A FEATURE C: - N/A I (cemnel/s) have revievyed and approve this plan as correct within reasonable "— INFINITY WALL N/A TOP EX. TYPE: STANDARD PAVERS CLEANER: Dedicated Vac Line OTHER: 50' Child Safety Fence FEATURE D: N/A VGB ACT COMPLIANT"' ALL SUBMERGED SUCTION OUTLETS ARE POOL INTERSECT: I53 TOP EX, AREA:, 167ft POOL LIGHT: (2) Globrite LED 12v OTHER: N/A PV3 VALVE to EQ: N/A tolerance, I understand that any changes to shape or location may result in delay of EQUIPPED w.1 DU AL DRAIN COVERS and/or ALUMINUM ROOF: N/A SPILLWAY TYPE: 46" TILED FOOTER, 109" - SPA LIGHT: Globrite LED 12v OTHER: N/A PV3 VALVE to POOL: N/A project and additional cost. SINGLE UNBLOCKABLE DRAINS WHICH L x W: N/A POST QTY: N/A _Ll) FAN BEAM: N/A TEAR OUT: (1) ARE JETS: (6) STD TURNDOWN, N/A OTHER: N/A OTHER: N/A ELEC: 38' GAS: N/A x �• .,._,'+0' Utz. FLOW THRU SPA NO SKIMMER TYPICAL GR. FOR #3 REBAR, 2" OUT WITH #8 CU TO PUMP OPTIONAL DECK W/ 1}" PITCH IN 10' OPTIONAL 12V LIGHT W/ TRANS, J" BRASS OR PVC (SEE NOTES) RAIL OPTIONAL - NO LIMITATION TO SHAPE EXCEPT FOR DIVING STEPS — OPTIONAL SWIM -OUT OR LADDER ENTRY REQUIRED REQUIRED (GR/#8 CU) (SEE NOTES) CIRCULA WHERE DEPTH OVER LINE 5' DEEP (SEE NOTES) N.T.S. 2'-9" MIN EXCEPT FOR SLOPING ENTRIES, 4'-0" MAX. LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLI WATER LINE EXCEPTION: ROPE & FLOATS INSTALLED IF LESS THAN 4'-6" 3 MAX. 1 �- 7 MAX. 1[, 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 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: PIPES, VALVES, PUMP(S) OFF SWITCH DETERMINE SYSTEM FLOW RATE: MINIMUM FLOW RATE REQUIRED: 35gal/Min. SKIMMER (REQUIRED: 1 Skimmer per BOOS 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} IM # I t PIPE SUCTION PRESSURE DUAL MAIN DRAINS 1j" 35 GPM 65 GPM VENT DETAIL POOL SECTION DETAIL 2J" 99 147 N.T.S. N.T.S. 3" 135 230 4" 235 396 SB2836, 6-20-07 FOR BONDING & GROUNDING SYSTEMS FOR SWIMMING POOLS, THE FOR POOLS WITH VOLUME = 15,000 GALS. MAIN DRAINS AS OF 12-19-08 USE OF AN UNDERGROUND BONDING CONDUCTOR MADE OF #8 AWG. ANSI/ASME A112.19.8-2007 BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4" TO PUMP PENTAIR WHISPERFLO J HP 6" BELOW SUBGRADE, & 18" TO 24" FROM INSIDE WALL OF A OR INTELLIFLO V.S. POOL MIN. GRATE OPEN SWIMMING POOL OR SPA, IS DEEMED A PERMISSIBLE ALTERNATIVE TURNOVER RATE = 6 HOURS = 360 MINS. 3I®O" — AREA = FLOW/17.8 OR EQUIVALENT TO COMPLIANCE WITH s.680.26(c) OF THE NATIONAL FOR VELOCITY 6'/SEC ELECTRICAL CODE. VARIABLE OR DUAL SPEED PUMPS ARE REQUIRE IF THE PUMP EXCEEDS 1 HP. CLEANER LINE PAVERS OR 4" DECK DECK FINISH PLUMBING WILL BE DESIGN FOR THE MAX. 2500 psi (MIN.) CONIC. PER CONTRACT FLOW OF PUMP. REFER TO TDH AL W/ FIBER MESH (NON-SLIP) CALCULATIONS FOR VARIABLE OR DUAL SPEED DESIGNS. POOL FINISH FILTER: STARTRITE PTM50, 50 CFM OR NOTE: THE VENT LINE SHALL BE TIED TO THE 2" LINE PER CONTRACT HAYWARD C751, 75 GPM CAPACITY THAT TIES THE DRAINS TOGETHER. THE SUCTION LINE 8"x8" FOOTING MAIN DRAIN: WATERWAY 640-130XV SHALL BE TIED THE SAME WAY AS SHOWN IN THE BEAM & "7" (2) #3 BARS BAR OPTIONAL FINISH ° CLEANER: HAYWARD VAC LOG VENT SCREEN: WATERWAY 640-290OXV DIAGRAM. THE VENT LINE SHALL BE AT LEAST 18' ft ( } OR (1) #5 BAR O R MARCITE OR LONG & NO MORE THAN 30' (ft} LONG. THIS SYSTEM EXPOSED MAIN SUCTION PIPE SIZE 2" WILL REACT WITHIN THE "3" SECOND TIME FRAME. 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" RESIDENCE (Structural subject to suitable soil conditions) RETURN SUCTION PIPE SIZE 1-1/2" EQUIPMENT POOL/SPA, DECK, BEAM, WALL, FLOOR LOCATION N.T.S. -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. -WIRING AND BONDING AND ALL ELECTRICAL TO COMPLY WITH CHAPTER 42, FLORIDA BUILDING CODE APSP/ICC 2020 AND NEC 2017. -NO OUTLET OR OVERHEAD POWER WITHIN 10' IF WITHIN 15' PROTECT BY GFI, TRANSFORMER MIN, 10' FROM POOL, 8" ABOVE WATER, J BOX 4' FROM POOL, BRASS TO J BOX OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERE PVC IS APPROVED. R403.10.1 HEATERS 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 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 SNITCHES SHALL BE IN COMPLIANCE WITH THIS SECTION. -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 POOL TYPE. -SEE-NSPI FOR DIVING WATER ENVELOPES. -SLIDES SHALL MEET THE MANUFACTURE'S INSTALLATION REQUIREMENTS. -ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BE PROVIDED WITH A LADDER OR STEPS IN SHALLOW END WHERE THE WATER DEPTH EXCEEDS 24" (610 MM). IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5' (1524 MM) THERE SHALL BE LADDERS, STAIR OR UNDERWATER BENCHES/SWIM-OUTS IN THE DEEP END. WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE USED, BENCHES OR SWIM -OUTS SHALL BE RECESSED OR LOCATED IN A CORNER. -CIRCULATION SYSTEMS, COMPONENTS & EQUIPMENT SHALL COMPLY WITH NSF 50. -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 CORROSION RESISTANT NTH STRAINER & MEET THE REQUIRED FLOW. -APPROVED MANUFACTURED INLET FITTINGS FOR THE RETURN OF 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 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 LOCAL CODE IF GREATER. -RESIDENTIAL SWIMMING BARRIER REQUIREMENTS TO MEET SECTIONS 454.2.17 -WASTE DISPOSAL TO COMPLY WITH SECTION 454.2,10 IT HAS BEEN CERTIFIED THAT THESE DESIGN REQUIREMENTS ARE IN C ANCE WITH THE FLORIDA BUILDING CODE R4501, 7TH EDITION 454.2, ANSI/APSP/ICC 3, ANSI/APSP/ICC4, ANSI/APSP/ICC 5, A ANSI/APSP/ICC 6 & ANSI/APSP/ICC 7. 2810 NORTH 10TH STREET TAMPA, FL 33605 —Office: (813) 616-3301 - - Mobile (970) 703-3284 Leo®BeryiProjectEng ineering. corn REV00INS DESCRIPTION DATE _ _.—._.—.........-'_3-�F- __J 0 0 z n Cn `�� ® 0 z < n LJ d 0- CI) LJJ CI) 0 LL! ry 0 LtJ ~ C1_1 Q a ® C_.) z Q QI— Cl) BUILD IN ACCORDANCE WITH: FLORIDA BUILDING CODE, 7th EDITION, 2020 LE O` Y `,jJJ°JJJ AVn 7 xc 65994 ATE- O r ��t1C OR0D��'' �/i{qy.E. JJJ,tJ t` I' A L J{7l72P ttiltt4g1`T RICHARD LEON CANNYN P.E. P.E. # 65994 SCALE DRAWING No. AS -SHOWN PRD.JECT No. III DRAFTER: koa DESIGNER: LG REVIEWER: LC TO BE CHECKED BY: LC DATE SHEET No. 1/3 ■ u- #4 @ 12- J � 95% COMPACTED w < FILL MATERIAL = HORIZONTAL & VERTICAL REINFORCED ��W E - E - 0 N.T.S. 1— # 3 BAR CONCRETE CONTINUOUS \ POOL DECK aZ 1 1—# 3 BAR VERTICALLY FINISH GRADE AT 30" O.C. 2—#3BARS CONTINUOUS MAX. SLOPE WITHIN 5' OF FTG. (SEE NOTE BELOW) NOTE: IF THE SUBSTRs THE FOOTING IS SUBSI LIMESTONE, THE MAXIMUM SLOPE DISTANCE CAN BE REDUCED TO 12" #4 @ 12 -J HEIGHT OF —WALL (MIN) STEM WALL CORNER R,/C DETAIL N.T.S. COMPACTED UR—O—WALL EACH TWO SUBGRADE 8"x8"x16" CMU BLOCK LINES (TYP.) CMU WALL 171 8"x8"x16" #4; 1007 FILL CELLS CMU WALL PAVER DECK SNORT RETAINING WALL DETAIL N.T.S. WALL SECTION N.T.S. 5 VERTICAL EE TABLE OR SPACING 5 @ 9" C/C 5 LATERALS @ 24" /C FOR WALLS 4'-0" �R LESS 8- C/C FOR WALLS '-1" TO 8'-0" CMU BLOCK WALL CORNER DETAIL N.T.S. CONCRETE BLOCK WALL SPECIFICATIONS OUTLINESCONCRETE REBAR SPACING NOTES: 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. 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 & 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. ,m' PLAN FOOTING I-2------ { r—r—REINFORCED mm STEP FOOTING DETAIL -s r 2810 NORTH 10TH STREET TAMPA, FL 33605 Office: (813) 616-3301 Mobile (970) 703-3284 Leo@SeryiProjectEngineering. com D v Cf) Un o _J J J Q Q W ®L1J i� LJ `f < U F ry Magi, " > ! • • • SCRIPTICN EXISTING & PROPOSED LAYOUTS & SECTIONS; DEMOLITION LAYOUT and �J r-, PREMOLDED JOINT WALL FILLER REINFORCEMENT = 1,7 X/3 X 1 VOLCLAY WATER STOP AS —SHOWN � 2 JECT No DRAFTER:EOk oa SIGNER: LG !RENEWER: LC ITO BE CHECKED BY: LC i StfEEr Na Hickson - 6515 Paden Wheel St. Zephyrhills FL. 33541 WA news STEEL MIN. �A STRAIC 11 04190 VFRTIC RADIUS TANGENT POINT IF "E" IS A NEGATIVE NUMBER, NO ADDITIONAL STEEL IS NEEDED, 6" WALL A = 4.0' C = (A + B -0.33) B = 1.33' C = 4.0 +1.33 - 0.33 C = 5.01 C = 5.0 D = 5.0' E = (D - 0.50D - C + 0.42) E - -2.08' E = -2.08 NO ADDITIONAL STEEL IS REOUIRED I--- - - -- 2810 NORTH 10TH STREET TAMPA, FL 33605 Office: (813) 616-3301 Mobile (970) 703-3284 LeoOBery[ProjectEngineeringxom PtIEVRONS DESCRIPTION DATE BUILD IN ACCORDANCE NTH: FLORIDA BUILDING CODE, 7TH EDITION, 2020 (CURRENT EDITION) DESCRIPTION ANGLE OF REPOSE Richard Leon Cannyn, PMP, P.E. P.E. # 65994 SCALE DRAWING No. AS —SHOWN � 3 PROJECT No. DRAFTER: DESIGNER:W REVIEWER. LC !TO BE CHECKED BY: LC DATE SHEET No. 3/5/2021 3 OF 3