Loading...
HomeMy WebLinkAbout22-4095City of .ail ephyrhilis 5335 Eighth Street Zephyrhills, FIL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 Qg BAR-004095-2022 Issue Date: 06/21/2022 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. 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. CONTRAC�OR ' SI NATURE PEfAIT OFFICE() PERN P 4S IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED U041111111MI'l 81 �-780-0020 City of Zephyrhills Permit Application Fax-813-780-00 Building Department I J f am � I rm 1ate Received Phone Contact for Permittin fii7q :J. Z 101) R."k M11 gasp—, ­r% Alit 0. MAM M Fee Simple Titleholder Name I j Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS W LOT # SUBDIVISION rim �a 2wA,,,k PARCEL ID# T -- ---I - (OBTAINED FROM PROPIIRTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER E_ TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK k 4 i leD144"e a A�1'7 BUILDING SIZE SCI FOOTAGE HEIGHT �L k �Lx >L C71rxxW'" X`"c') UILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C. =PLUMBING 1$ =MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION fj =GAS ROOFING F__] SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YE&�,,­-NO­, BUILDER ANY �4o 4,d e- COMPANY} SIGNATURE I STERE Y N F URRIVN 'LILN C# J Address ID( LicentEE ELECTRICIAN j COMPANY SIGNATURE f1 REGISTERED LLLN _J FEE CURREN LyLN J Address License # PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN L_YLN J Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN LILN J Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE C_U_RR_E_NY % 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 wl Silt Fence installed, Sanitary Facilities & 1 clumpster, 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 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 property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES 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 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 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 ServiceslEnvironmental 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 "V" unless expressly permitted. If the fill material is to be used in Flood Zone "K, 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, 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 AGENTCONTRACTOR Subscribed and swom to (or affil before methis - Subscribed and sworn to (or affirmed) before me this by 2 Z-- by_ J< .' Qt7ne_r-s 4 d Who is/are personally known to me or hasihave produced Who is/a personally known to me or has/have produced as identification. as Identification, Notary Public i I — AA_ � 4 ary Public -7 Commission No. Commission No. CZ 3 3 7 z "IG1 f4 ?) rt KC tit nA b Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped LINDA ANN KRUMHOLTZ My COMMISSION# GO &MM FJfPIRES: September 7,2023 80,xim Thai wtary Public uro"Wams Iff 4%-T# nisyn- Application/Permit #: Building Address: Owner: Contractor: Discount Garage Doors, Inc. Openings: Sliding Glass Doors, Exterior Swing Doors, Overhead Doors, Fixed Glass, Windows, Mullions, Skylights "Pressure 'Qty D T Manufacturer Product Approval Category Number/ Seq#. Product Modelft or Name Series Glass Attachment Approval Type/Size Method EnLfty_ Expiration Date 1 37 Al ne Dalton 364233 8248.6 N/A Bin leWood Legs Scates N/A -JW ra?o r \0 #W-' NNW vo Only one entry required for Multiple units of the same size and Design Pressure ** D= Design Pressure T= Max. Test Pressure 11 iJi ILLI���I I ll1J � Itiil m N"N f— S CA No. 51737 OW ZZ STATE OF zZ L OROP, 9%X N &IONX%- XHW e SCATM K 2WO WHO ARTHUR OLW IP2+-54 LEWSWI& YX 75M POMMOML 001a" W-AL PIWW*D ONLY FM FL PE 51737 VUVICAIM W WROU" CMZIWXnW MA" TX K W3W/F=3 ATTACH U—BARS VAIM ==7.Xlls%l. IF AT ALL SOLE LOCAT.04. TYP. MODELS 8000/8100/8200 UNDLOAD SPECIFICATION OPTION CODE 1108 10/12/18 m City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BGR-004096-20-2— Issue Date: 06/17/2022 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. 11 1 111119911i•I I I! I! I I! I I! 1! 1101111111! 1 F I IT I I• i III I • I I I I III I I ! 11 1 III11!Iy1I 111111 11 accordance with City Codes and Ordinances. NO•CCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE 1AIT OFFICE() I U a 14-0 oil I 813-780-0020 Date Received I it I a a a I - Owner's Name Owner's Address Fee Simple Titleholder Name City of Zephyrhills Permit Application Building Department Fax-813-780-0021 I / Phone Contact for Permitting / 70 9 VI's Owner Phone Number Owner Phone Number Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 67Y7 X,� LOT # SUBDIVISION b�t,.Aeo_� 44,,) PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT 0 SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME O STEEL DESCRIPTION OF WORK I A BUILDING SIZE SQ FOOTAGE a HEIGHT E?TBUILDING q1, Jew I VALUATION OF TOTAL CONSTRUCTION LECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E.C. I i&U - 19 =PLUMBING $ =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING E:] SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED ELECTICI1,400,0 CPAY SIGNARAN REGISTOMERNED N I FEE Address a# PLUMBER PANY it 1k,_&g SIGNATURE ZREGISTERED YIN FEE CURREV/ I YIN Address /-W#V"/?TL!cense # Z I MECHANICAL COMPANY I SIGNATURE REGISTERED YIN FIE CURREN YIN Address License # OTHER COMPANY SIGNATURE REGISTERED L_y LN FEE CURREN I YIN 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 & I 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 Attomey (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 613-760-0020 City of Zephyrhills Permit Application Fax-813-760-0021 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 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 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 "V" 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. 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 OWNER OR AGENT Subscribed and swom to (or affirmed) before me this Who is/are personally known to me or has/have produced as identification. Public Commission Name of Notary typed, printed or stamped Subscribed aif"Tswom Who is/are per 1 known me or has/have produced as ide cation. e Notary Public Commissi o. f Name of Notary typed, printed or stamped At NotPubState eaf Florida Lacy E,,Neiner My Commission !it$ �ihd 23699$ EXp. 3/1012 226 WR # 44701473 April S, 2022 Challenger Pools jlalley@challengerpools.com Subject: 6747 NORTH LAKE DR Dear John Lalley: 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, Ryan Flaherty Project Coordinator Duke Energy Florida, LLC d-121 Saint Lawrence Dr, Now Port Richey, hL 34653 DESCRIPTION: 4747 i;'itt... K r ZEPHYRHILLS, r FL 4 OFBOUNDARY SURVEY SOT 14, of STEM Et° 'S Gt.EN A_ SiLVER S A S, PHASE ONE, according to the map or fagot thereof, as recorded n PLAT 3 t . r AGES 1 20, of the PuNic 19 �' or Records of Pasco County. o'�Orgdo, g cc moge cis a � .�: � c aiawc6 " g"PP - a t sit ALL WORK S-HALL ODES C M 4A4' t 8 - r - - - - FAA. Iri to NO ID# LOT ffi � 15 Radians = 1 .' Arc 79.37' Chord = 77.30' ) (F) C. ,=K 26x28'5 . () (¢) C21 Radius = 16.' Arc = 1 .71 Chord - 1 .7V ) ) 6. . S. 4?15e 1` ),94(F) L o r 1-'_ N 640' ,9° i, 224.20' (P) (r Fl��­_" �� 3T z �� �� O C3 � 0 0, ! r ewe Ft R. 5/' NO 9 t t r cov. En} 1 Paver S/ NO IQ . 7, Atttntizn a difecAtJ to " tact Unit Ova vuevey rrW ftae been m4wed or arnarqed in sit* &uc to rt-usgrq sois rio, and Without fiabifity to the survejor, Notting herein shol be construed to give orj LEGM AM A&MM770M FAA, -FOUND 11" FIOO P.FC-FWSHIED FLOOR ELVATION PA -PLAT BOOK M-1,10D A. - f i i ZONE CERTFICAMiwsto certify that ...property shown hereon folls as per the Flood r r Insurancewith Rood Zone -X COMM Ta RICHARD OTIS -�x r e 1* P� a r' n k *11"15 SURVE)qNG AND MAPPING, PHONE (813) 948-2666 FAX r CUSTOMER INFORMAVON LAST NAME: OTIS ADDRESS: 6747 NORTHLAKE DRIVE CITY/ZIP: Zephyrhills, FL 33542 PHONE#: 802-249-1460 GATE CODE: DESIGNER: John LaIley SUPER: Mark Morris BOND BEAM: -2" FINISH: JOB#: S00610 2" SUPPLY LINE I rQ E R ----------- ------------ -------- ......... PLANTER CUSTOM GUNITE POCK WATER FEATURE wl ROCK COPING -2' 4' GlC iZ FC;D_11ER_____________ SWIMOUT S O.R: (2) IN -POOL JETS --- T ---------------- --------- SCREEN DOOR— PAVER DECKING ------------ BENCHMARK for Pool. BEAD -E LIGHT SWITCH (DoorSeal]l EQUIPMENT PAD 3' EQUIPNIENT PAD Tx 3' ELEC SUPPLY 25' Kt�flutW-t SCREEN SPECS EQUIPMENT SPECS PLUMBING SPECS PERIMETER: 58' TYPE/COLOR:. MANSARD/BRONZE COPING TYPE: BRICK CIRC PUMP: Intelliflo VSF CONTROL PANEL: VSF Controls RETURN: 65' SKIMMER: 25' AREA: 214 sgft SCREEN MESH: STANDARD A" TYPE: STANDARD PAVERS PUMP#2: N/A REMOTE LIGHT SWITCH SPA: N/A Common Return: N/A DIMENSIONS: 22'-4' x 11'-2' 'WALL HEIGHT (LF):_2L_ "A" AREA: 9065 ft PUMP#3: N/A SANITIZER: IntelliChlorIC20 FEATURE k 26' (2 In -Pool Jets) GALLONS: 6,211 WALL LENGTH (LF):_14' 'B" TYPE: N/A FILTER: Cartridge CC 150 AIR TYPE: Venturi Air FEATURE B: 32' (1 Supply Line) ROOF AREA ­ rOl f, 35' 9, PAVER DECKING can SHUTTLE Cody Pools TURNOVER. 0.74 HRS @ 140 GPM — VCB ACT COMPLIANT— ALL SUBMIERGED SUCTION OUTLETS ARE EQUIPPEDw/ DUAL DRAIN COVERS and/or SINGLE! NBLOCKASLE DRAINS WHICH GUTTER SIZE: 5" INFINITYWALL N/A ALUMINUM ROOF: N/A L x W: N/A POST CITY: N/A "B"AREA: N/A TOP EX. TYPE N/A TOP EX. AREA: N/A FOOTER: 67' HEATER: Ultraffemp 108k BTU Heat Pump— FILL LINE: NIA. CLEANER: N/A OTHER (1) Poolside Alarm POOL LIGHT: (2) Globrite LED 12v OTHER__Q��. SPA LIGHT: N/A OTHER: N/A FEATURE C: N/APPPROVAL FEATURE D: N/A PV3 VALVE to EQ: N/A PV3 VALVE to POOL, N/A I (owner/s) have reviewed and approve this plan as correct within reasonable tolerance. I understand that any changes to shape or location may result in delay of project and additional cost. FAN BEAM: N/A TEAR OUT: N/A ARE TURNDOWN: N/A OTHER N/A OTHER: N/A ELEC: 25' GAS: N/A x Residential Pools '""Lefter, frorn your local power company`-* *'***All set --backs shall be rnet*"** E42011 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, doormay 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-arnpere receptacle supplied by a general-purpose branch circuit shall be located a mini 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 located not more than 6 feet, 6 inches (1981 mm) above the floor, platf(,,)rm 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 ASI M F 1346, R4501.17,1 Outdoor swimming pools, Outdoor swirriming pools shall be provided with a banrier corriplying with R4501,1 7. 1, 1 through R4501,17,1,14, R4501,17AA 'Fhe top of the harrier shall be at least 48 inches ( 1219 mm) above grade rvicasured on the side of the barrier which faces away from the swi,,mming pool, 'nre maxiML1111 vertical clearance between grade and thie, bottom ofthe team er shall be 2 inches (51 nim) measured on the side of the batTier which faces away froin the swinitning pool, Wliere the top of the pool structure is above grade the barrier may be at grOUnd level or mounted on top of the pool structure, Wbere the barlier is mounted on top of the pool structure, the rnaxii-num veilical clearance between the top of the pool structure and the hottoni ofthe baiTier shall be 4 inches (102 rnni), R4501,17,1,2 `FIre barrier rnay rwl have anx,, gaps, openings., indentations, protrusions, or struclurat comporients that could allow a YOLITIg child to crawl under, so uceze through, or climb over the banrier as herein described Wow, One end oaf a removable child barrier shall not be rernovable v6thoul the aid of' tools, Openings in any barrier shall not allow passage of a 4 -inch­diatneter (102 min) sphere R4501 , 1 T1.3 Solid barriers which doriot have opcninigs shall not contain indentations or protrusions except f'of nonrial construction tolerances and tooled masonry,joints, R4501,17,1A Where the barrier is cornposed of horizontal and vertical members arid the distance between the tops of the horizontal meinbers is less than 45 inches ( 114-1 mm), the horizontal members shall be located oil the swim mien pool side of the fence. Spacing between vertical rnembers shall not exceed 1,/. inches (44 mm) in width, Wbere there are decorative cutouts within vertical menibers, spacing within the cutouts shall riot exceed P, inches (44 nim) in vvidtll. R4501.171.5 Where the barrier Is composed of horizontal and vertical rnembers and the distance between the tops of -the horizontal members is 45 inches (1143 mrri) or more, spacing between vertical members shall not exceed 4 inches ( 102 n1m), Where there are decorative cutouts within vertical mernbers, spacing xvithin the cutouts shall not exceed I I. inches (44 nim) ill width, R450141 7 a 1 � 6 Maxinturn mesh size for chain link fences shall be a 2 /Anch square (57 nim) unless the fience is provided with slats fastened at the top or, bottom which reduce the openings to no more than 1,1/. inches (44 nini), R4501,1711 Where the barrier is composed of diagonal members, the triaxiinurn opening fiat ned by the diagonal niernbers shall be no more than I °/,, inclies (44 warns), R4501,17,1.8 Access gates, w1ien provided, shall be self -closing and shall comply with the requirements of' Sections R4501,17,1 . I through. R4501, I 7, 1 .7 and shall be equipped with a self -latching locking device located on the pool side of the gate, Where the device release is located no less than 54 inches (f "172 nim) from the bottom of the Late, the device release mechanism may be located on either side ofthe gate and so placed that it cannot be reached by a YOLUAg child over the top or through any opening or gap f"roin the outside. Gates that provide access to the swimming pool must open outward away froin the pool. The gates and barrier shall have no opening greater than I/ inch (12,7 nim) within 18 inches (457 mm) of" the release inechanism. R4501,17 a 1 �9 Where a ,vall of a dmielling serves as part of the barrier, one of the following shall apply: I All doors arid windows providing direct access from the hotrie to the pool shall be equipped with air exit alann complying with UL 2017 that has a rnimmum sound pressure rating of 85 dBA at 10 feet (3048 ITIm), Any deactivation switch shall be located at least 54 inches ( 1372 mrn) above the threshold of the access. Separate alarins are not required for each door or wnidmv if sensors wired to a central alann sound when contact is broken at any opening, Exceptions: I , a -Screened or protected windows having a bottoin sill heighit of 48 inches (12 19 mu-n) or more rvicasured from 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 windows 42 inches ( 1067 nim) or higber with a counter beneath, 2,A11 doors providing direct access froin the honie to the pool triust be eqUipped With a self - closing, self -latching device with positive t'nechanical latchingj"locking installed a minitriurn of 54 inches (1372 myn) above the threshold, which is approved by the authority havurg Jurisdiction, 3, 3A swinuning pool alarm that, when placed in a pool, sounds an alarryi upon detection of arl accidental or unaUthorized entrance into the water, Such pool alarm must ineet and be independently certified to ASTM Standard F2208, titled "Standard Safety Specification for Residential 13ool Alarrns." which includes sufflice motion, pressure, sonar, laser, and infrared alatTirs. For purposes of this paragt'aph, the term "swITTiming I , pool alarm" does not include any svNimming protection alarin device designed for individual use, such as an alarm attached to a child that sounds when the child exceeds a certain distance or becornes submerged in water, R450117,110 Where an aboveground pool structure is used as a barrier or where the barrier is Ynounted on top of the pool structure, and the ineans of access is a ladder or steps, tire ladder or steps either shall be capable of being secured, locked or removed to prevent access, or the ladder or steps shall be surrounded bv a barrier which irreets the requires ients of Sections 4501,17,1,1 througji R4501,17,1,9 and Sections R4501 . IT 1,12 through R450 1, 17, 1 . 14, When the ladder or steps are secured, locked or rcinoved, any opening created shall riot allow the passage of a 4 -inch -di arnet er (102 rruni) sphere. R4501,17A A I Standard screen enclosures which meet the requires eats of Section R4501 . 17 inay be utilized as part of or all of the "'barrier" and shall be considercd a "riondwelling" wall, Reniovable child barTiers shall have one end of the barTieT nonrernovable without the aid of tools, R4501,1 7A.1 T'he barrier must be placed around the perimeter ofthe pool an(Ii most be separate from any fence, Nvall, or other enclosure surrounding the yard unless the fence, wall, or other enclosure or portion thereof is situated on the perinreter of the pool, is being Used as part of" tlie. barrier, and ineets the barrier requirements of this section, R4501,17.1.13 Reniovable child barriers must be placed sufficiently away from the water's edge to prevent a young child or medically frail elderly person who array rnarrage to penetrate the barrier from irmirediately falling into the water, Sulfficiently away from the water's edge shall mean no less than 20 inches (508 reams) fi-o-in the barrier to the water's edge. Dwelling or norldwelling walls including screen enclosures, when used as part or all of the "barrier" and meeling the other banner requirenients, inay be as close to the water's edge as permitted by this code, R4501 a 17.1.14 A wall of dwelling may serve as part of the barrier if it does not contain any door or window that opens to provide direct access ftom the home to the swin-iming pool, R4501,17.1 A 5 A mesh safety barrier meeting the requirements of Section R4501,17 and the following minimum requirements shall be considered a barrier as defined in this sectiow 1, 11ndividual component vertical support posts shall be capable of resisting a minimum of 52 pounds (229 N) of horizontal force prior to breakage when rhea erred 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 ream) below deck level and shall be spaced no greater than 36 inches (914 rnm) apart, 2 .The mesh utilized in the barrier shall have a nrnimum tensile strength according to ASTM D5034 of 100 pounds per foot, and a miniMUrn 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 object could pass through the mesh, The mesh shall receive a descriptive performance rating of no less than "trace discoloration" or 11 slight discoloration" when tested according to A G53 (Weatherability, 1,200 hours), 3 3 When using a molding strip to aftach the mesh to the vertical posts, this strip shall contain, at a MilliMUrn, #8 by z/,-inch (12.7 mm) screws with a minimurn of two screws at the top and two at the bottom with the remaining screow spaced a maximum of 6 inches (152 mm) apart on center, 4, 4,Patio deck sleeves (vertical post receptacles) placed inside the patio surface shall be of a nonconductive material, 5 5,A iatching 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), 6, ,The bofforn of the child mesh safety barrier shall not be more than 1 inch (25 mm) above the deck or installed surface (grade), 7, R4501 A 8 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 mm), 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 swirriouts shall be recessed or located in a corner, 9, Exception-, In private pools having more than one shallow end, only 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. or plot thereof. os recorded in PLAT BOOK 31 Records of Pcsco County, Florida, ALL 'CORK SHALL COMPLY WITH RE' I I CODES L R D L DING ODE, NXTIONAL ELECTRICCODE AND THE CITY ORDINANICES HASE ONE, occordingto the o PAGES 19 & 20, of the Public CITY OF H PLAN EXAMINER % r. 3 F,,. 4' w NO of MA 15 Radius = 100,00 Art 79,37' Chord - 77. F v,-. 2 = , 60-00° Arc .71' Chord10.7 - (F C,B. S. 7'1. a / / 4 14747 NORTH,... .� �DRAF. . _ .. . $ FLrY.33542 F.I.R. /m * I ' 1 Cnll Wow, scale; 30 " -O DAB` m v X P op y 6 ' "0 , NQ p w A «. s P Jenkins SURVE)ING AND MAPPING, INC. y p#.g—^�,pgmq/_(_g_�p_p_p._-..p Op$p��,g�._^g_g_p.ry...p_p...__—_...._.._____. ..,__—»..—_. V.ki VP'HS.di dl ^Y A_4d'B'a H"B81Pitf➢ffi I LAST NAME: OTIS ADDRESS: 6747 NORTHLAKE DRIVE CITY/ZIP: Zephyrhills, FL 33542 2" SUPPLY LINE -_-, PHONE #: 802-249-1460 GATE CODE: DESIGNER: John Lalley SUPER: BOND BEAM: FINISH: JOB #: _._.-_----------- __----- __----- _----- ___.________.__.__.____ CIS PAGE1 of 2 SCALE: 113-v s._c" __,--- T_____m__ _._ ______w___._ ___._,.____ r _,_.__.___ ____.._,___— POOL EXCAVATION IS WITHIN a 1-TO-1 RATIO .3 7" FROM THE HOUSE SLAB. PLANTER 7' ANGLE OF REPOSE MITIGATION REQUIRED._„_,..-=-' t g �, ar 'r^.. . I CUSfvM {S;JtV I't'_R(T6:K. s' ? t `°,.. : .•, vF '-r? FEATURE - _...---._........�..-.._. .._. v i- rJCKCOPING 3 ONTRACT NOTE: —c o (1) POOLSIDE ALARM INCLUDED _ 916"] , ONTRACT NOTE: (1)TEMPERATURE SENSOR INCLUDED � (2) IN -POOL JETS ._ y SCREEN DOOR �+ ( s PAVER DECING i4, €NTELLICONNECT E *— a EQU1[PM€34T PAD v � x 3' 9 EQUIPMENT PAD p' 3'x3` &9 ELEC SUPPLY 25' PAVER DECKING EXISTING DECK (NO TOP) EXISTING DECK (NO TOP) —— POOL SPECS _._____. � PERIM -TER: 58' AREA: 214 sgft �...��� SCiZEEfti Sd�E£5 _ . ....®� TYPE/COLOR: MANSARD/BRONZE SCREEN MESH: STANDARD WALL HEIGHT (LF): 10' ..._ � DECK SPEC'S .,. ..___..�_ I COPING TYPE: BRICK "A" TYPE: STANDARD PAVERS "A" AREA: P30 sgft EQiIPPP✓£PdT SPECS CIRC PUMP: Intelliflo VSF CONTROL PANEL: Intelliconnect PUMP #2: N/A REMOTE: Intelliconnect PUMP #3: N/A SANITIZER: InteILChlor IC20 �_____ PLii#iSiJ SPECS RETURN: 65' SKIMMER: 25' SPA: N/A Common Return: N/A FEATURE A: 26' (2 In -Pool Jets) DfLIENSIONS: 22' 4" x I V-3° '. GALLONS: 6,211 WALL LENGTH (LF): 68' "B" TYPE: N/A FILTER: Cartridge CC 150 AIR TYPE: Venturi Air FEATURE B: 32' {1 Supply Line) ROOF AREA (SF): 590 sgft "B" AREA: N/A HEATER: UltraTernp 108k BTU Heat Pump FILL LINE: N/A FEATURE C: N/A TURNOVER: 0.74 HRS @ 140 GPM GUTTER SIZE: 5" ---------------�•------- TOP EX. TYPE: N/A CLEANER: N/A OTHER: (1) Poolside Alarm FEATURE D: N/A INFINITY WALL N/A K ` ALUMINUM ROOF: N/A TOP EX. AREA: N/A POOL LIGHT: (2) Globrite LED 12v OTHER: (2) In -Pool Jets PV3 VALVE to EQ: N/A 1 L r c S FOOTER: 67' SPA LIGHT: N/A OTHER: (1) Temperature Sensor PV3 VALVE to POOL: N/A N _v .. r %H L x W: N/A POST QTY: N/A FAN BEAM: N/A TEAR OUT: N/A TURNDOWN: N/A OTHER: N/A OTHER: N/A ELEC: 25' GAS: N/A e i v� �n w U U SHUTTLE L:AN t,SI ORIGINAL Cody Pools FLOW THRU SPA NO SKIMMER MER TYPICAL GR. FOR #3 REBAR, 2" OUT WITH #8 CU TO PUMP OPTIONAL DECK W/ 14" PITCH IN 10' , OPTIONAL 12V LIGHT W/ TRANS, J" BRASS OR PVC (SEE NOTES) NO LIMITATION TO _ SHAPE EXCEPT FOR = DIVING SWIM -OUT OR LADDER ENTRY REQUI REQUIRED (GR/#8 CU) (SEE NOTES) WHERE DEPTH OVER 5' DEEP (SEE NOTES) GENERAL POOL PLAN 2'-9" MIN EXCEPT FOR SLOPING ENTRIES. 4'-0" MAX. LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL WATER --- EXCEPTION: ROPE & FLOATS INSTALLED IF LESS THAN 4'-6" 3 MAX. 1� RAIL OPTIONAL SEE NSPI 5 RE: HANDHOLDS 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 MESHY (NON-SLIP)- RAIL OPTIONAL CIRCULATION LINE SKIMMER REQUIRED FOR SPA WITH INDEPENDENT FILTRATION SYSTEM -MAIN DRAIN REQUIRE (TAMPER PROOF/SEE NOTES) -LIGHTING & BONDING SAME AS POOL -NO LIMITATION ON SHAPE r0 r� r ■RI SAMPLE ONLY EACH APPLICATION FOR PERMIT SHALL BE BASED ON A TOTAL DYNAMIC HEAD OF 60 ft. 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, ELECTRIC ND GAS PIPING SHALL BE SCH 40 PVC, SF" MAX. PRESSURE VELOCITY 10 FPS. SUCT10 S. 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 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) l +za-s�aa PIPE SUCTION PRESSURE 1�" 35 GPM 65 GPM 2" 60 105 2�" 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. iv POOL FINISH FILTER: STARTRITE PTM50, 50 CFM OR HAYWARD C751, 75 GPM CAPACITY PER CONTRACT �_12"x`12" MAIN DRAIN: WATERWAY 640-13OXV FOOTING BEAM & "7" CLEANER: HAYWARD VAC LOC 12" W/ (2) BARS BAR OPTIONAL FINISH " VENT SCREEN: WATERWAY 640-290OXV #3 MARCITE OR OR (1) #5 BAR EXPOSED MAIN SUCTION PIPE 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/ CONIC. 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, BEAM, WALL, FLOOR N.T.S. 8-a/3a' 2-1/2 SLIP INSIDE 2" SOCKET 2• NPT 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. ELECTRICAL REQUIREMENTS: -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 SWITCHES SHALL BE IN COMPLIANCE WITH THIS SECTION. rtqxrr r • —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 WITH 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@BerIProjectEngineering.com FIEVIEENONS -_--No.-- I DESCRIPTION �C"TY COMMENTS DATE 3-24-2621 J O O z 0- 0 Q ® O z Q n Li.J ®_ n C1, ILI-) LLI C/7 LLJ O Li I ® U Z Q Q (n BUILD IN ACCORDANCE WITH: FLORIDA BUILDING CODE, 7th EDITION, 2020 (CURRENT EDITION) DESCRIPTION EXISTING & PROPOSED LAYOUTS & SECTIONS; DEMOLITION LAYOUT and NOTES `f b � r r' RICHARD LEON CANNYN P.E P.E. # 65994 AS -SHOWN PRO.,$CT Na DRAFTER: kao DESIGNER: LG REVIEWER: LC ITO BE CHECKED BY:LC --- __ _- - - --------------- DATE -- SHEET No. STEEL ( MIN. W/ STRAIGI „ C" DO' POINT. VERTIC/ 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 NO ADDITIONAL C = 5.0, C = 5.0 STEEL IS REOUIRED D = 5.0' E = (D - 0.50D - C + 0. 42) E - -2.08' E = 5.0 - 2.5 - 5.0 + 0.42 E = -2.08 2810 NORTH 10TH STREET TAMPA, FL 33605 Office: (813) 616-3301 Mobile (970) 703-3284 Leo@Ber�ProjectEngineering.com F&EV951IONS DATE _TDIESCRIPTION r-CDUNTY-CDWMENTS-- III CIO 0 p (Y- III Li 0 Cn 7, LJ 0 1 (D < n LLJ 0 BUILD IN ACCORDANCE WITH: FLORIDA BUILDING CODE, 7th EDITION, 2020 (CURRENT EDITION) DESCRIPTION EXISTING & PROPOSED LAYOUTS & SECTIONS; DEMOLITION LAYOUT and NOTES 11z 4'- �94 t� z z0 j,} i - 0 1 AS —SHOWN 1 PR - - �Cf W DRAFTER, k.. DESIGNER., LG REVIEWER: LC ITO BE CHECKED BY.LC DATE SHEET N.. The Association of Pool & Spa Professionals ANSVAPSPACC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: Otis CONTRACTOR NAME AND ADDRESS AND ADDRESS: Challenger POOLS 6747 Northlake Dr. 6846 N. Dale Mabry Zephyrhills, Fl. 33542 Tampa,Fla. 33614 OWNER: Otis CONTRACTOR PHONE: (813) 886-911 g DATE: 4/13/2022 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. 1. §5.2.1: Calculated pool volume a. Gallons: 6,323 ; or b. Calculated Gallons: 214 (surface area) X 4.0 (average depth) X 7.48 (gal/ft^3) = 6,323 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 1 with a 6 fps flaw capacity the same 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 6 fps flaw capacity the some or more than the calculated suction branch flow rate.) c. Minimum return pipe diameter (Enter the smallest pipe size from Table 1 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 36 (gpm). Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same 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)=filterfactor 0.375 (gpm/ft^2)) fitter factors: Cartridge=0.375, Sand=15, Diatomaceous Earth=2 5. §5.4.2: Backwash valve: Yes, 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 1.5" 38 2 163 2.5" 1 90 31" 138 3.51" 185 4 238 5" i 374 6 1 540 Nominal GPM @ 8 fps 51 84 119 184 247 317 499 720 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) 6a. pentairllntelFlo VS 6b. 3 Ki 7a PentairintelFlo VS 7b. 18 gpm 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 Z No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation, Heaters 4.3.1.3 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 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 r__71 IJ I LY--i 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 Z servicing. 5.3.4 Single -speed pump controller capable of operating pump during off-peak electric demand. Pool systems 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. F­71 IJ I 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 b(I built-up connections, or dedicated pipe to and from the pool. 5.6 Directional inlets for mixing pool water. —r— ir 11 YJ 3/17/15 ANSI/APSP/ICC- 15 Standard Writing Committee Form 2 of 2 TDH CALCULATOR STEP 1 STEP 2 STEP 3 POOL SPECIFICATIONS SELECT EQUIPMENT TDH CALCULATION STEP 3 OF 3: TDH CALCULATION Pool Specifications Pool Volume (gallons): 6323.00 gallons Suction Lift: 1.50 It Turn Over (hours): 6.00 hours Filtration Flow Rate: 36.00 GPM Design Flow Rate 140.00 GPM Results: Your TDH Calculation BE SURE TO PROVIDE A VGB-COMPLIANT SUCTION OUTLET COVER WITH A MAXIMUM APPROVED FLOW RATE EQUAL TO OR GREATER THAN THE FLOW RATE SHOWN AT THE MAXIMUM PUMP SPEED, BELOW. Inlet Piping: 3.00 Discharge Piping: 3.00 AT THE FILTRATION FLOW RATE AT THE PUMP MAXIMUM SPEED Pump Speed at the Filtration Flow Rate 2374 RPM Flow Rate at Max Pump RPM: 134.94 GPM Head Loss at the Filtration Flow Rate 4.33 FT Head Loss at Max Pump RPM: 55.75 FT SYSTEM HEAD PRESSURE CARVE BY PUMP SELECTION 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 Volumetric Flow Rate (GPM) Clean System Curve — Pump Curve E Desired Operation Point - Clean System A Pump Operation Point IRIVACY NOTICE I TERMS OF USE ( ©2008 - 2022 PENTAIR INC. ALL RIGHTS RESERVE[ ny information regarding the Pentair Partners incentive Program mentioned on this website serves a merely informative purpose. None of this information is binding on Pentair international S.a.rl. or its affiliates, nor can it be used as a ground for-ykind rclafm against Pentair or its affiliates in relation to the Pentair Partners Incentive Program, which issubject to conditions that will be communicated to a candidate participant upon registration on this website.