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1725 Beach Ave POOL21-0016 Pool, Pools by JohnOWNER:ADDRESS:CITY:STATE:ZIP: FRISCH MARK A 1725 BEACH AVE ATLANTIC BEACH FL 32233-5838 COMPANY:ADDRESS:CITY:STATE:ZIP: POOLS BY JOHN CLARKSON, INC.600 ST JOHNS BLUFF RD JACKSONVILLE FL 32225 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169665 0000 NORTH ATLANTIC BCH UNIT 1 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1725 BEACH AVE SWIMMING POOL SWIMMING POOL RESIDENTIAL SWIMMING POOL $76875.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 3Issued Date: 5/5/2021 PERMIT NUMBER POOL21-0016 ISSUED: 5/5/2021 EXPIRES: 11/1/2021 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $388.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $194.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $8.73 STATE DCA SURCHARGE 455-0000-208-0600 0 $5.82 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 3 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 4 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL Notes: Pool Wellpoint (if used) must discharge into vegetated area 10 foot minimum from street or drainage feature (swale, structure or lagoon). 5 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 6 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 7 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 8 PUBLIC WORKS FENCING REMOVED INFORMATIONAL Notes: All old fencing and debris must be removed from job site by Contractor. 9 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 10 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 2 of 3Issued Date: 5/5/2021 PERMIT NUMBER POOL21-0016 ISSUED: 5/5/2021 EXPIRES: 11/1/2021 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 TOTAL: $796.55 3 of 3Issued Date: 5/5/2021 PERMIT NUMBER POOL21-0016 ISSUED: 5/5/2021 EXPIRES: 11/1/2021 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $796.55 POOL21-0016 Address: 1725 BEACH AVE APN: 169665 0000 $796.55 BUILDING $388.00 BUILDING PERMIT 455-0000-322-1000 0 $388.00 BUILDING PLAN REVIEW $194.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $194.00 PUBLIC WORKS PLAN REVIEW $100.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE SURCHARGES $14.55 STATE DBPR SURCHARGE 455-0000-208-0700 0 $8.73 STATE DCA SURCHARGE 455-0000-208-0600 0 $5.82 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R15713 $796.55 Printed: Wednesday, May 5, 2021 11:13 AM Date Paid: Wednesday, May 05, 2021 Paid By: POOLS BY JOHN CLARKSON, INC. Pay Method: CREDIT CARD 452060355 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R15713 Pools by John Clarkson • 600 St. Johns Bluff Road N, Jacksonville, FL 32225 • Phone (904) 223-4050 • Fax (904) 223-0735 • CPC 009595; CPC 1457425 • www.pbjc.com 4/22/2021 To Whom It May Concern: Please reference McAneny Builders DEP Permit. Thank you, Debbi Werling Pools by John Clarkson POOL21-0016 Pools by Jolm aarkson an aquatech• builder City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 Prepared by Phone: 904-223-4050 Signature:Date: 4-2—21 Applicable codes: 2017 6th Edition Florida Building Code 2014 NEC Current JB LDC Occupancy Class: R-3, Type of Construction V-B Page I : Survey Page 2: Pool Plan Page 3:Steel Page 4:APSP Page 5:MDX Page 6: SDX Page 7:Hydraulics Page 8: Type of Pump Page 9: Type of Filter Page 10; Type of Heater (if any) Page 11: Alarms State Certified License:CPC License # 009595 & 1457425 Contact: Lawrence Rahim 904-923-1305 Home Owner Information: Adress: ß e wc-h Pools by John Clarkson • 600 St. Johns Bluff Road N. Jacksonville. FL 32225 • Phone (904) 2234050 • Fax (904) 223-0735 • CPC 009595; CPC 1457425 • www.pbic.com City of Atlantic Beach Swimming Pool Permit Checklist Permit Application Proof of Property Ownership Recorded Notice of Commencement Boundary Survey Tree Removal Application Plans and Specifications Engineered Pool Steel Drawings Contractors Information a DEP Permit Variance Approval Letter Permit Application: 1. In "description " box, indicate type of work being performed (i.e. "swimming pool", "above ground pool, etc.") 2. Application must be signed and notarized by the pool contractor and property owner. Proof of Property Ownership: If the current owner is officially listed as owner with the Property Appraiser, only a photo I.D. is required. If the current owner is not listed, a copy of the Recorded Warranty Deed must be provided. Contractor Information: Building contractors must provide a current copy of the following: Florida State Contractors license General Liability insurance Workman's Compensation Duval County or Atlantic Beach Business Tax Receipt (Occupational License)**The hiring of a contractor is not required if the property owner is building the swimming pool for his own use and, submits an Owner-Builder affidavit when applying for the pool permit. Recorded Notice of Commencement: If value of proposed work (value = replacement cost) exceeds $2,500, a recorded N.O.C. (Notice of Commencement) must be submitted with application. The County Clerk has a satellite office located at 1543 Atlantic Blvd. in Neptune Beach. 1 Building Permit Application City of Atlantic Beach Building Department 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: a 'Cert u e Permit Number: Legal Description •1 Updated 10/9/18 *'ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. - 00 LofA) a O e å Valuation o Work (Replacement Cost! 2 Heated/Cooled SF Non- Heated/Cooled • Class of Work: OAddition OAlteration ORepair OMove ODemo Pool OWindow/Door • Use of existing/proposed structure(s): OCommercial Residential if an existing structure, is a fire sprinkler system installed?: ayes ONO • Will tree s be removed in association with ro osed ro•ect? OYes must submit se arate Tree Removal Permit ONO Describe in detail the type of work to be performed: l. Florida Product Approval #for multiple products use product approval form Property Owner Information Name F Address 420 13eæ City State FL Zip Phone o 5 E-Mail Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company 50 S Qualifying Agent Cl Address s tate El-- Office Phone Mos-o State Certification/Registration # Architect Name & Phone # Engineer's Name & Phone # Workers Compensation Insurer OR Exempt o Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies, OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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, CONSU ITH YOUR LENDER OR N ATTORNEY BEFORE RECOR YO NOTICE OF OMMENCEMENT. (Signature of Owner or Agent) Signed and sworn to (or affirmed) before me this 31 day of MYCOMMISSlON#GG335775 [ ) Personally Kno Produced Ident Type of Identification: J (Signature of Contractor) Si ned and sworn to (or affirmed) before me this 1_9__ day of 335775 2023 Booded TWu NOWy ANC 1-4 Personally Known OR ( Produced Identification Type of Identification: POOL21-0016 TREE 4 & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY City of Atlantic Beach PERMIT # Community Development Department 800 Seminole Road Atlantic Beach, FL 32233 (P) 904-247-5800 NO H-ees beiogo remora' SITE INFORMATION bl ?gsc ADDRESS Rwe SUBDIVISION PO r-+h g e-acJ%BLOCK LOT 23,s RESIDENTIAL C] COMMERCIAL OTHER APPLICANT INFORMATION NAME PHONE# ADDRESS ("20 Ave CELL # AllaÆic STATE ZIP CODE 3 2233 EMAIL m CU A C] OWNER C) LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation n, of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HEREBY CERTIFY THAT ALL I RMATION PROVIDED IS CORRECT: Signature of Property Owner(s) or Authorized Agent SIGNATURE OF APPLICANT SIGNATURE OF APPLICANT (2) Signed and sworn before me on this Identification verified: r L Oath Sworn: Yes 04 TREEAND VEGETATIONAFFIDAVIT03.01.2018 4-3/-2/ PRINT OR TYPE NAME DATE PRINT OR TYPE NAME DATE dayof (Tl by State of ICC County of J e- CYNTHIA C. GRADY MYCOMMtSSlONjGG33577*QSignature Bonded Commission expires POOL21-0016 OAPSP The Association ofPool & Spa Professionals e ANSVAPSPACC ENERGY EFHCIENCY COMPLIANCE FOR RÄDEHTLALSMMMING POOLS PRaÆCT MME:CONTRACTORAND ADDRESS:od3 b CONTRACTOR PRONE: sheet was prepred by P9-1S S wirnairw Pod Spa Erergy Emeer«y Sbodatd W Corxnteee cf be cf Pool SR{ABP). rt not prt of the Stan&rd 2011 bLR bci*ded or" Cmt•ctocs andbe 2011 an 1. 552.1: CalAIEated pool wiume a. &lons: b. Caku toted 2.552.1: (Pool + 3.55.5.1: Pipe 1.8011 gallonsoreo) X (meror Qpth) X 7.48 (94fi A3) = filtration flow rate 2.gpm3#pm & Errr) a. Minknurn sudon pipe diameter 3a.a 24 b. Minhum suction branch pipe diameter 3b. üefrml 0 6fps#w c. Minimum return pipe diameter a bon hem 20 d. Minimum retum pipe diameter 3d.Rem 2. ___tøgn) +be nokst pipe s&efrwn TaNe a be gmerrMn Yooch 4.55.4.1: Fitter type and size: a. Filter type: (Cartridge, DE, Sand) b. Minimum fitter area 4b.sq. ft.) +fifterfgctcr (gpmfiA2))15. Earth—2 5. 55.4.2: valve:e, No?5.o 2 Ever) eo 374 540 6. pump selection (when used): 55.1.1.53.1: For slr*-speed with a tool horsepower O." or less. find and enter a compliant pump the Pool Pgrnp pump selection a. Pump model 6a. b. Total 6b. 7. Mufti-speed pump selection (when used): 55.32-1: or kss. sekct Bmp'frMt the Étobgse with a Cure-A gpmßow equal to item 2 or kg.553.22: s&ct pm' •from wRh o to 2 ormøt me Bted that thB R+&ement. a. Pump model 7aVCS b. Pump now 5.322: Anko& A C bted h 10/21/14 AEVAPSP/ICC• IS Standard Writyw Coaxnittee Foem POOL21-0016 ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS 4.4.1.1 4.4.1.2 43.1.3 43.2 s.l.i 53.1 53.3 Pool systems 53.4 ss.2 5.5.3 5.6 Heater no ReadW •ccessible on-df switch mounted outside of the beater No eleeric reisunæ unless for Evound spa with tight fitting ewer with R-6 k•sUat300j. or for pool with 60% of documented pool heath* from on-site solar or recrered enerr•f. Heater effdency•. gas/oil fired heater enciency at least 78%, beat pump COP at 4.0 Pool mer pump lbted in database Pool filter pump with total horsepower 1.0 or rn«e mum-sped Multi—speed pump ontroller programmed to default to the ntradon flow rate wt•en no pool loads are witlin 24 hours and programmed wtth temporary for Single-speed pump controller capable pa-rnp Pipe before pump hu at least 4 of strabt pi*. electric System irstaBed wt&i solar, or sewp for the future addition solar equipment by installitw 18 horizontal or verdal pipe after the filter and before a heater, oc buit-•ki Of buUt-u conne<ions, or dedicated to and from be Directional Inlets foc pool 15 Fom von ocnn•s A ME AllZ19.8 Pc CERTIFICATE OF CONFORMITY MDX R3 ANTI-ENTRAPMENT DEBRIS DRAIN Submerged Suction Outlet For use on Floor Includes (1) SDX as 2nd point of suction MDX R3 is a listed suction outlet (certified by IAPMO) designed to Accept large debris and provide anti-entrapment protection. Proper installation requires the installation of the secondary drain - SDX (also listed by IAPMO). COMPLIANT WITH: Virginia Graeme Baker Pool and Spa Safety Act ASME Al 12.19.8—2007 ANSI/APSP - 7 IAPMO Listed FLOW RATING FLOOR MI)X R3 132 GPM Velocity @ 132GPM= 1.294 fps LIFE - 05 YEARS MI)X SOX PLACE OF MANUFACIURE: NAME OF THIRD LABORATORY: TEST RECORD DOCUMENTATION: Paramount Pool & Spa Systems295 E. Corporate PlaceChandler, AZ 85225 USA(480) 893-7607 IAPMO LAB IAPMO 5001 E. Philadelphia StreetOntario, CA 91761(909) 472-4104 NOTE: MDX R3 and SDX must be installed in accordance with Paramount'swritten instruction manual, and in conformity with applicable Federal, State,Local and Swimming Pool Industry building and safety codes. Paramount Li'e. POOL21-0016 FLOW RETRO now snntt ASME A112.19.8 s p c CERTIFICATE OF CONFORMITY SDX HIGH FLOW SAFETY DRAIN Submerged Suction Outlet For Single or Multiple Drain Use For Use on Wall and Floor No Sump Required The SDX High Flow Safety Drain is a 10" diameter frame and grate orbulkhead style drain fitting. It includes a back plate and cover that isaffixed to a frame, a bulkhead or an existing drain sump. SDX Retroreplaces most existing drain covers up to 10" in diameter. COMPLIANT WITH: •Virginia Graeme Baker Pool and Spa Safety ActASME Al 12.19.8—2007 ANSI/APSP - 7 IAPMO Listed FLOW RATING FLOOR WALL Onc SDX or SD,X Retro 200 C,PM 192 GPMSquare Inches of opening = 43.201 sq. inchesVelocity@ 200 GPM = 1.485 fps LIFE - 05 YEARS PLACE OF MANUFACTURE: NAME. or THIRD PAR'! Y LABORATORY: TEST RECORD DOCUMENTATION: Paramount Pool & Spa Systems295 E. Corporate PlaceChandler, AZ 85225 USA(480) 893-7607 IAP,VtO LAB IAPMO 5001 E. Philadelphia street Ontario, CA 91 761 (909) 472-4 ICU NOTE: Suction Safety Standards require that drain grates used to cover sumps must have the suc-tion pipe cut at least 1.5 times the pipe diameter behind the drain cover. There is no sump require-ment for SDX because the patented design provides uniform suction regardless of pipe location.However, if the pipe is too close to the back of the cover, it may restrict water flow to the pump, po-tentially reducing hydraulic efficiency, but this does not pose a suction safety hazard. This Product must be installed in accordance with all applicable Federal, State and Local Codes. Paramounh HYDRAULICS DESIGN FOR PARAMOUNTIN-FLOOR SYSTEMS. Paramount makes systems that operate and '10 to 45 gpm and 60 to 65 gpm and the gpmof the system will be listed on the drawing from Paramount. If Paramount main drains are used:MDX2 is G VB approved and rated at a maximum flow of 90 gpm at less than 1.5 ft. persecond, and is less than I ft. of head loss at that flow rate.SDX is GVB approved and rated at a maximum flow of 200 gpm on the floor and 192gpm on the wall at less than 1.5 ft. per second and is 3 ft of head loss at that flow rate.When used as the second safety drain to our MDX2 at 90 gpm it is rated at less than I ft.of head loss. The Paramount water valve has around 10 ft. of head loss at 65 gpm. (NOT COUNTINGANY PIPE OR FWI'INGS). NOTE; ON POOLS WITH 9 OR 12 PORT SYSTEMSTHE HEAD LOSS THOSE VALVES WOULD BE 20 Fr. OF HD. NOTCOUNTING PIPE AND Frrrmc;s. The nozzle loss of each circuit on the water valve (NOT COUNTING ANY PIPE ORFITI'INGS) is 25 feet of head. EACH CIRCUIT (NOT INCLUDING PIPE AND FliTINGS WILL BE AROUND 35FEET OF HEAD LOSS EVEN IF THE SYSTEM IS 40 GPM OR 65 GPM BECAUSEOF THE LOSS IN THE WATER VALVE AND THE PRESSURE AT THE NOZZLENEEDING TO BE 10 PSI FOR MAXIMUM CLEANING DISTANCE .ON A SINGLE PUMP SYSTEM YOU MUST ADD IN THE POOL EQUIPMENTLOSS, ALL PIPE AND FITI'ING LOSS AND AN EXTRA 15 FEET OF HEAD LOSSALLOWING FOR THE PROPER FLOW AT THE NOZZLES WHEN THE FILTER ISDIRTY. On a booster pump cleaning system YOU WILL NOT HAVE TO ADD THE 15 El'. OFHD. FOR A DIRTY FILTER AND NO EQUIPMENT HD LOSS WILL BE ADDED.Just the pipe and fittings must be added. Technical SpecificationsJandy by ZODIAC• NSE Part No. JEPI .5 JEP2.O Description ePump Variable Speed Pump ePump Variable Speed Pump ePump Specifications Cerget Certet 2.0 HP Fun Rated Pumps Watts 2.100W 2.300 w ePump rv Variable Speed Pumps Cer•ter ot Bet Replacement Motor Guide Pump Model A.O. Smith/Century JEP2.O JEP1.5 M4&A42Dsa Model No. JEPI.S JEP2.o 025-22 0.25—2.7 Voltage 208-230VAC 208-230VAC Pipe Size Carton Weight 2h—3•71.5 Es. lbs. Overall Length 34 34 When nstautng the pump. leave a rrurumum ot 2 ft. ot Clearance above the pump 'cr removal of straner basket. Recommended Minimum Wire Size For epump Series Pumps• Distance from Sub-panel 0—50 Feet Branch Fuse AMPS Class: CC. G. H. J. K. RK. orT 230 VAC 208-230 VAC JEP2.O 12 JEP1.5 12 so-IOO Feet 208-230 VAC 10 10 100-150 Feet 208-230 VAC 8 8 150-200 Feet 208—230 VAC 6 •Assumes three (3) copper conductors in a buried condun and 3% maximum vorage Joss in branch circuit. An National Electrical Code(NEC) and bcal codes must be followed. Table shows minirnurn wire size and branch fuse recommendations hr typical instanation per NEC. www.ZodiacPoolSysterrecom JEP Performance Curves120 110 o 100 90 0 70 60 so JEP.2-c HP. 3450 RPM 40 JEP.IS HP. 3450 30 JEP.2.o HP JEP.2.o HP. 3000 RPM 2400 RPM JEP-I .S HP. 3000 RPM20JEP.2.o HP RPM10ÆP-70 JEP.I S HP JEP.ts HP. 2400 RPM RPM tsoo RPM o 10 m 30 40 so eo 70 eo 90 100 110 120 130 140 160 170 190 200 210 220 230 24 zo Flow GPM Technical Specifications Jandy CS Series Filters by ZODIAC S liiiiiiijifil Specifications and Dimensions,CS Series FiltersPart No. CS100 CS150 CS200 CS250 Description CS Cartridge Filter CS Cartridge Filter CS Cartridge Filter CS Cartridge Filter CS Filter Head Loss Curves 6 Design (tt head)4 2 30 60 90 Size 100 sq. Ft 150 sq. Ft 200 sq. Ft 250 sq. Ft DesignPressure 2 Drop (psi) 120 Model No. Filter Area Design Flow Rate Maximum Flow Six (6) Hour Capacity Eight (8) Hour Capacity Normal Start Up Pressure Max. Working Pressure Cartridges Required Shipping Weight Height CA') CS100 100 fti 1 gprWft2 100 gpm 36.000 gallons 48.000 gallons 6-15 psi 50 psi 1 28 lbs. CS150 150 .85 gprnift2 125 gpm 45,000 gal- 60,000 gal- 6-15 psi 50 psi 28 lbs. CS200 200 .625 gprrVft2 125 gpm 45.000 gallons 60.000 gallons 6-15 psi 50 psi 1 34 lbs. 42W CS250 250 .5 gprnitt a 125 gpm 45,000 gal- 60,000 gal. Ions 6-15 50 psi 1 36 lbs. Flow Rate (gpm) CS200 CS250 cstoo www.ZodiacPoolSystems.com 02011 Zodiac Pool Systems. Inc. SA6259 061 ZODIAC@ is a registered trademark of Zodiac International, S.A.S.U., used under license. lecnnrcal speclTlcaUons EE-Ti Heat Pumps Part No. EE1500T EE2000i, EE2000T--263 E<åS9ét,. EE2500T-263 EEi5Ödt-R EE2500T-R263 EEOOQX EE3000T-R EE3000T-R263 EE3Q0dDW Specifications byZODIAC' 11.5' Description 80.000 BTUs, 7.2 cop Heater, 230V/60 biz. 1 Phase b.å fPhaså 112.000 BTUs, 6.4 cop Heater, 230V/60 Hz, 3 Phase 120,000 BTUs, 6.4 COP Heater, 230V/60 Hz, 3 Phase 126,496 bivs,'6.3Céé (HéweoOl), 23PV/90 1-Iz, Phase 120,000 BTUs, 6.3 COP Reverse (HeaVCool), 230V/60 Hz. 3 Phase0.1 i 140,000 BTUs, 6.1 COP Reverse (Heat/Cool). 230V/60 Hz, 1 Phase cép: ph@se 140,000 BTUs, 6.1 COP Reverse (Heat/Cool), 230V/60 Hz, a Phase EE Heat pumps Workihg bémo Unit Hz, 1 Phase Model Size EE1500 EE2000 EE2500 EE3000 33- 33- Dimensions Heat Pump Clearances 7.25* 38-10.75"25- 10.75- 10.75" 41 • 41- Side Minimum Recommended of heat clearances for pump operation clearances for serviceability Inches Front 6 cm 15 Inches 24 cm 60 Rear 6 Left 6 Right 6 Top 60 15 15 15 150 12 12 12 60 30 30 30 150 www.ZodiacPoolSystems.com €V2V2015 Find a Dealer (http://www.zodiac.com/en/united-states/find/dealer-locator) DESCRIPTION SPECIFICATIONS / TECHNICAL DETAILS Technical Details • Corrosion-resistant stainless steel header bar for extreme heat exchanger durability. • Venturi-driven air and gas mix for enhanced performance. • Reliable, balanced flow and temperature control with thermal regulator valve. Differentiated limit switches meet applicable product safety standards. • Corrosion-resistant temperature sensors for reliable operation. Specifications Model Number JXi200" JXi260 JXi400 Firing Rate 200K BTU 260K BTU 399K Heater Width 22.9" 22.9" 22.9" Vent Depth Height Weight Diameter 6" (15cm)22.1"26.5"117 lbs' 7" (18cm)22.1"26.5"120 lbs 8" (20cm)22.1"26.5"126 lbs Min. GPM 20 25 40 Max. GPM 120 120 120 BTU •Actual weight may vary. "Available Summer 2015 MODELS PARTS FAQS BROCHURES & MANUALS Page 18 o ENGLISH JandPPra Senes. JV Gashed Pod & Spa Heater trst•labcn Manual NOTE: Head Lossbtu260KData for Models 200 and 330: TBD 30 2B 1225 24 1022 20 8 o15 14 6 12 10 8 6 4 2 2 o 10 20 30 40 50 60 70 80 90 110 120 130 Flow Rate (gpm) Figure 14. Head Loss Chart 5.3 Plumbing Connections The heater has a standard 2 inch ssater header and couplingdesign With this feature, only nominal two inch PVCor CPVC may be connected to the heater. Flossever, byinstalling the appropriate pipe adapters and two (2) shortpieces of two-inch plastic pipe (supplied by the installer).any size existing pipe may be fitted to the heater SV&EEP ELBOW Optional Water Inlet Piping (provided)ELBOW ute ssater inlet can be piped in one of two possibleconfigurations. The heater comes with a ZodiacaSv.eep Elbow for increased hydraulic performance andefliciency. The sweep elbow also provides the advantageof its exclusive interface 90th the Zodiac AquaLink' RStemperature sensor The sm•ep elbow may be installed inthe top inlet connection, and the cap and plug with O-ringinstalled to close off the unused side port (see Figure 15)'Ibis configuration may be preferred for Versa Plumb'piping to mating components Figure 15. Top Inlet Piping using the Versa Plumb Sweep Elbow 窒2日1ーヰをま2ーー簪をー当薯ー8ーー」7ィー 一 DY らしx 3 0 、3ト愛第ー ローロ口 を0 ロロ 0000010北 ド 4 日 叩 北 門第 5一7ーw5ー- 第物ー第物 40い、0や.4ト P O O L 2 1 - 0 0 1 6 Frisch Residence #2806 McAneny Builders 1725 Beach Avenue Atlantic Beach, FL 32233 PAGE 1 OF 7 TITLE PAGE PAGE 2 OF 7 SITE PLAN PAGE 3 OF 7 ARCHTECTURAL PLAN PAGE 4 OF 7 ARCHITECTUAL DETAILS (A-2) PAGE 5 OF 7 STRUCTURAL PLAN PAGE 6 OF 7 STRUCTURAL PLAN PAGE 7 OF 7 LAYOUT PLAN Drawing Index POOL21-0016 20 ' R e a r y a r d S e t b a c k 20 ' F r o n t y a r d S e t b a c k 10' South Side Yard Setback 5' North Side Yard Setback BE A C H A V E N U E FO R M E R L Y G A R A G E A P P R O A C H R O A D ( P E R P L A T ) 25 ' R I G H T O F W A Y ( P A V E D P U B L I C R O A D ) S0 7 Ā 50 ' 2 6 " E 9 4 . 9 7 ' ( F I E L D ) Wo o d W a l k Brick Walk Co n c r e t e D e c k To r e m a i n Concrete Steps Co n c r e t e W a l l t o r e m a i n Wood Retaining Wall Yard Drain Screened In Porch Po o l Concrete Driveway Concrete DrivewayCable Riser Wood Power Pole Water Meter Brick Walk Brick Patio 0.4' Found 1\2" Iron Pipe, No Cap Northing=2,185,284.57 Easting=530,762.67 Set 1\2" Iron Pipe, Lb 3672 Northing=2,185,378.67 Easting=530,749.29 Found 1\2" Iron Pipe, Lb 3672 E d g e O f P a v e m e n t E d g e O f P a v e m e n t Wood Walk Wood Deck Co v e r e d W o o d D e c k Wood Deck 2 6 . 7 ' 7.4' 6 . 1 ' 21.5' 5 1 . 0 ' 23.0' 4 . 1 ' 13.9'4 . 1 ' 18.2'4 . 2 ' 8.3' 4 . 6 ' 13.6' 1 0 . 3 ' 20.0' 2 Story Wood Frame Residence No. 1721 1.8' 19.6' 19.6' 2 1 . 6 ' 2 1 . 6 ' Detached Two Story Garage Two Story Frame Residence No. 1733 33.0' 19.4'5.1'0.9'0.9' 1 8 . 5 ' 18.5' 4 . 2 ' 2 7 . 9 ' 5 . 2 ' 52.1' FOUND 1\2" IRON PIPE, NO CAP FOUND 1\2" IRON PIPE, NO CAP FOUND 1\2" IRON PIPE, NO CAP SET 1\2" IRON PIPE, LB 3672 1439.71' 1449.45' 1302.87' 1125.21' 1321.16' 1116.74' 1141.28' 119.98' 120.79' 108.57' 93.77' 110.10' 93.06' 95.11' Dune Grasses Dune Grasses Dune Grasses 567 8 9 1 0 1 1 1 2 1 3 14 1 5 16 17 161514 13 12 1 1 1 0 9 9 9 1 0 1 1 1011 1 2 1 2 1 2 1 3 141516 171819 1 9 18 17 16 1 5 1 4 1 3 1 2 1 1 20 20 11"T15 10"T15 11"T15 12"T15 12"T15 10"T15 11"T1512"T15 11"T15 13"T15 13"T15 13"T15 12"T15 11"T15 6"T15 9"T15 7"T15 14"T1514"T15 8"T15 12"T15 10"T15 10"T15 10"T15 10"T15 14"T15 11"T15 11"T15 11"T15 4"T14 3"T14 7"TWIN T14 4"T14 3"T14 7"TWIN T145"T14 7"T7 1"T7 6"TWIN T14 8"TWIN T14 5"T14 9"T14 7"T14 12"T16 12"T16 13"T16 12"T16 7"T14 4"T14 4"T14 4"T14 5"T14 5"T14 5"T14 5"T14 5"T14 5"T14 6"T14 6"T14 6"T14 8"T14 8"T14 8"T14 8"T26 18"T7 12"T14 10"T14 10"T14 12"T15 10"T15 18"T15 10"T15 18"T15 16"T15 16"T15 8"T15 8"T15 8"T15 13.6 5 19.0 9.95 9.91 10.0 5 10.4 4 10.6 8 14.7 3 18.6 5 1 9 . 2 9 20.6 1 20.5 5 20.5 8 1 9 . 2 0 11.7 2 9 . 9 2 9.91 10.1 5 10.1 1 10.0 7 20.4 20.6 2 0 . 3 20.5 2 0 . 3 14.6 2 17.70 19.68 18.5 14.1 11.5 1 0 . 0 8.9 9.1 16.7 11.3 10.2 8 . 9 20.8 21.1 20.3 20.7 9.2 8.59.0 10.1 12.0 15.518.7 20.3 20.8 19.8 17.4 10.1 19.58 18.57 17.02 17.10 18.81 19.52 15.59 13.68 12.37 12.3313.76 13 . 7 1 15.67 20.6 17.0 17.1 16.3 14.9 16.9 16.3 12.3 10.3 9.1 9.3 16.1 14.9 14.2 14.2 8.2 8.0 8.2 6.1 6.6 6.3 4.6 5.3 4.7 20.9 e l e v a t o r re f r i g e r a t o r New 2 Story Block & Frame Residence Number 1725 Finished Floor 23' NAVD Garage Finished Floor 12.271' Existing Finished Floor 22.67' NAVD building shall be 2 stories and not exceed 35' from Average Calculated grade to peak of roof Propossed 2 Story Block & Frame accessory structure <600 sq ft 15.16' 16.13' 100.7' Seaward Distance to Building 101.51' Seaward Distance to Building 100.75' Seaward Distance to Covered P o r c h 50.31' 49.68' 91.38' Seaward Distance to Building24.85' 72.59' Seaward Distance to AC concr e t e 1story Attached Cabana 177.52' Seaward Distance to 4' fence 175.93' Seaward Distance to 4' fence 64.416' Landward Distance to 4' fence 25.236' fence 22.37' 22.99' 17TH STREET N83°34'56"E 209.46' N0 8 ° 0 5 ' 2 6 " W 9 5 . 0 4 ' S83°34'56"W 201.21' S0 3 ° 0 6 ' 5 8 " E 9 5 . 1 6 ' N0 7 ° 5 4 ' 4 4 " W 7 1 . 0 3 ' ( F I E L D ) S87°18'21"W 40.11' (FIELD) N83°58'42"E 39.73' (FIELD) S0 8 ° 0 5 ' 2 6 " E 7 3 . 3 7 ' ( F I E L D ) 40' Right Of Way, Closed By Deed Book 1312, Pages 177 & 178 S0 8 ° 0 5 ' 2 6 " E 9 5 . 0 5 ' Lot 24 Lot 23 Lot 23 Lot 22 Lot 22 Lot 21 Lot 24 Lot 25 North 30 Feet Of Lot 24 South 20 Feet Of Lot 24 North 1/2 Of Lot 22 South 1/2 Of Lot 22 Ge n e r a l P e r m i t L i n e Ge n e r a l P e r m i t L i n e ED G E O F B L U F F ( P E R P L A T ) Sq. Ft.Percent Lot 19507 100.0% Existing Impervious to remain 244 1.3% Impervious Roofed Structure Main House 5829 29.9% Impervious Roofed Cabana 423 2.2% Pool 364 sf @ 50%182 0.9% Impervious driveway, steps & Additional Concrete 1909 9.8% New Proposed Total Impervious 8587 44.0% Allowable Coverage 8,778.2 45% Sq. Ft.Percent Lot 2875 100.0% Impervious Roofed Structure Detached Garage 594 3.0% New Pervious Drive way & Parking Pad 565 2.9% Existing Impervious Additional Concrete 16 0.1% New Proposed Total Impervious 1175 40.9% Sq. Ft.Percent Lot 22382 100.0% Total Impervious Coverage, Both Parcels 9762 43.6% Proposed Lot Area Calculations Parcel A Proposed Lot Area Calculations Parcel B Combined Lot Area Calculations direction of flow direction of flow direction of flow direction of flow direction of flow direction of flow garden wall garden wall ro o f o v e r h a n g sh a l l n o t e x c e e d 4 8 " concrete AC equipment pad concrete stairs concrete deck Pool covered concrete porch covered concrete patio covered concrete porch concrete driveway concrete driveway strips concrete stairs new gate & fence ne w g a t e & f e n c e new gate & fence A1.2 New Site PlanDrawing # A A1.2 20'20'-0"7' 10 ' 78 ' 49.9'66.6'9.7' 20.9'110.0' Site Plan Key Denotes Concrete Coverage New Contours 14 New Spot Elevations12.5' turf-block 20.1' DESIGN CRITERIA: Building Classification: Building Type: Unless otherwise noted, project site considerations shall be the responsibility of the owner and/or contractor. Examples of such items include, but shall not be limited to, determination of grade elevations, drainage features, and special requirements associated with FEMA flood hazard and/or DEP zones. The contractor is responsible for the means and methods of construction. It is the contractor's sole responsibility to determine the procedure, sequence, and temporary bracing as to insure the safety of the building and its component parts during construction. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, or other components as may be required to attach and accommodate other work. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The Engineer shall be notified if soil conditions encountered differ from the noted assumptions. All requirements for site preparation and soil compaction specified in the soils report shall be followed unless more stringent requirements are specified in these plans. Residential Type V Construction The North 1/2 Of Lot 22, All Of Lot 23 And The South 20 Feet Of Lot 24, North Atlantic Beach, Unit No. 1 - R-c-b-s Corporation, According To The Plat Thereof Recorded In Plat Book 15, Page 10 Of The Current Public Records Of Duval County, Florida. The Property Shown Hereon Lies In Flood Zone "X" (Area Outside The 0.2% Annual Chance Floodplain) Ao (Depth 2') And Ve (El 14) As Well As Can Be Determined From The Flood Insurance Rate Map Number 12031c0407h, Revised June 03, 2013 For Duval County, Florida. Legal Description This drawing is based on a boundary and/or topographic survey made by Boatwright Land Surveyors , INC. of Jacksonville Beach, December 15th, 2017. See site survey for existing conditions not shown on this plan. Contractor shall establish finish floor elevation. Building layout dimensions are shown to outside face of foundation wall. See Floor Plans for clarification. Parking dimensions are shown to front of curb unless noted otherwise. Curb & gutter dimensions are shown to back of curb unless noted otherwise. Work shown is new unless specifically noted as existing. The General Contractor shall verify all property lines, easements, dimensions & setback requirements w/the appropriate department of Jacksonville Beach, FL . Construction materials, equipment & procedures shall be in general accord with the Florida Department of Transportation "Standard Specifications for Highway Constructions", latest edition, as modified by technical specifications. All driveways shall extend entirely to public streets to which they connect, whether shown or not shown. Transition smoothly from new asphalt to existing asphalt in a manner that will facilitate the smooth flow of water without puddling or ponding. Silt fence will be provided along property line in best place for the erosion control House structure 2 stories, not to exceed 35 feet in height. No more than 12" of fill to be added to site, verify with appropriate counsel. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. See A0.2 for specifications & Notes. All Concrete driveway aprons must be 5" thich, 4,000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods of mesh are not allowed in the right-of-way. All run off must remain on-site during construction. Roll off container must be on City approved list. Container cannot be placed on City right-of-way. Full right-of-way restoration, including sod, is required. See E2.4 for Exterior Light Fixture cut sheet & Selections 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. Site Plan Notes 20 ' 6' - 0 " 5' 27 ' - 0 " 22'-0" 3'-2" 23' NAVD 22.5' NAVD 22.5' NAVD 22' NAVD 22.5' NAVD 22.5' NAVD 23' NAVD 23' NAVD Scale 1/16" 1'-0" 0 2'4'6'8'10'12'14'16' Sheet Copyright ©2019 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts, drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. residential design Atlantic Caribbean Pacific info@starrsanford.com 904-707-9761 Project #: Date: Revised: drawn: MLS 18011 6/3/19 F r i s c h R e s i d e n c e 1 7 2 5 B e a c h A v e . A t l a n t i c B e a c h , F l w w w . s t a r r s a n f o r d . c o m ( 9 0 4 ) 7 0 7 - 9 7 6 1 BENCHMARK: SET NAIL & DISK, LB3672 ELEVATION = 9.79 NAVD (1988) E R O S I O N C O N T R O L L I N E S0 4 ° 0 5 ' 1 0 " E 2 4 8 . 0 6 ' ANGLE POINT OPPOSITE R-45 CO A S T A L C O N S T R U C T I O N C O N T R O L L I N E ANGLE POINT OPPOSITE R-46 S0 4 ° 0 5 ' 1 0 " E 9 8 0 . 4 7 ' S0 4 ° 0 5 ' 1 0 " E 9 5 . 0 8 ' S0 4 ° 0 5 ' 1 0 " E 6 3 7 . 3 3 ' S 0 4 ° 0 1 ' 5 2 " E 9 3 6 . 3 7 ' 24.64' IRON TO CCCL 31.28' IRON TO CCCL F L O O D Z O N E " V E " ( E L 1 4 ) Fl o o d Z o n e " X " Fl o o d Z o n e " A O " ( D e p t h 2 ' ) F L O O D Z O N E " A O " ( D E P T H 2 ' ) SE A S O N A L H I G H W A T E R L I N E ED G E O F V E G E T A T I O N CC C L 1 9 9 2 DEP approval set - 12" DEEP SUNSHELF - UMBRELLA SLEEVE (2) 2" F/Rs Company Info Address:600 St. Johns Bluff Rd. N. City:Jacksonville NOT INCLUDED NOT INCLUDED NOT INCLUDED NOT INCLUDED PAVER DECK NOT INCLUDED NOT INCLUDED State/Zip:Fl / 32225 PAVER COPING STEPPING PADS Phone #:904.223.4050 Fax #:904.223.0735 E-mail:Info@pbjc.com License #:CPC 009595 & 1457425 & 1459376 & CBC 1263546 Revision Gen. Plan Deck Area:n/a Lanai Area:n/a Pool Perimeter:80' Hydraulics (3) W/Rs Gallons:8,011 gallons24W24W 6W +6" +6" +6" Pool Area:311 ft² BENCHMARK TOP OF POOL BEAM TBD BY BUILDER SCALE:1/8"=1' TOP OF TILE Date:4/22/2021 TOP OF COPING Date: PARALEVEL AUTOFILL Date: Date: Date: FTN LINE Notes:- Piles not Inc. - Maintain min. 1" step down from all doors & stucco/ siding band RE: RE: RE: RE: RE:AWO 1 1 STORY ATTACHED CABANA COVERED LANAI COVERED LANAI 3'-3" DEEP 6'-0" DEEP 4'-6" DEEP 24" 24" 3'-6" DEEP 3'-6" DEEP SEE ATTACHED NOTICE: BONDING GRID - OPTION "C" # 8 BARE COPPER CONDUIT ACCESS NOTE: SEE STRUCTURAL PLANS FOR GRADE BEAM & POOL SKIMMER #1 8" DEEP STEP DRAINLINE FUTURE POLARIS 360 FUTURE POLARIS 360 MDX W/ SDX - FLUSH SPA - (6) JETS - (2) SDXs - (1) 6W NICHELESS LT A-2 1 A-2 1 SAFETY 2:PGRM-2 Pool Guard Alarm Address:1725 Beach Avenue Project Manager:Eric Zip:32233 Designer Name:Joel Client Name:Frisch Residence Builder:McAneny Builders Neighborhood:Atlantic Beach Specs - VSSHP220AUT - CS 250 - PLC 1400 - JE 2500T - JXi 400PK - WATERLINE & HOOK-UP OF AUTOFILL BY TRAWICK INC. - 3 WAY & CHECK VALVE FOR HEAT PUMP BY PASS - BUILDER TO PROVIDE 1" CONDUIT - 6614 AP-L PURELINK - RS-PS4 - iQ20A - PSB 120 AIRBLOWER - PX 100W TRANSFORMER - 5 PORT J-BOX - (2) JLU4C 6W 100' LT - (2) JLU4C 24W 100' LTSPURELINK AIRBLOWER J-BOX Customer Info Safety Notes Spa Area:39 ft² LST:17 GPMs Job #:2806 HST:33 GPMs Dist to P/E:66' Footer:n/a Spa Perimeter:25' SAFETY 1:Fence by builder Maximum Flow:117 GPM's Minimum TDH:~54' Heater:JE 2500T & JXi 400N Jandy Filter:CS 250 Jandy Pump:VSSHP220AUT Skimmers:1 Return Line:2.5" Trunk Line:3" Branch Line:3" PUMP #1:FILTER PUMP 58 ' 3'1' 8" 1' 8"3' 2 ' 6 " 2 ' 6 " 1 ' 6 " Company Info Address:600 St. Johns Bluff Rd. N. City:Jacksonville State/Zip:Fl / 32225 Phone #:904.223.4050 Fax #:904.223.0735 E-mail:Info@pbjc.com License #:CPC 009595 & 1457425 & 1459376 & CBC 1263546 Revision Detail Page A-2 Deck Area:n/a Lanai Area:n/a - FLUSH SPA - 6'-6" x 6'-0" INSIDE DIM. - TILE SPILLWAY - (6) JETS - (2) SDXs - (1) 6W NICHELESS LT - SEE STRUCTURAL DRAWINGS FOR STEEL Pool Perimeter:80' Gallons:8,011 gallons Pool Area:311 ft² SPA JET 10" BELOW T.O.B.10" Date:4/22/2021 10" BEAM SEE STRUCTURAL DRAWINGS FOR STEEL Date: SPA Date: Date: Date: FTN LINE Notes:- Piles INC. - Drainline from Skimmer #1 - Maintain min. 1" step down from all doors & stucco/ siding band RE: 24" FROM T.O.B RE: 18" FROM TOP OF BENCH RE: RE: RE:AWO 1 18"8" DEEP STEP 2"2 1/2" 1/2" SLOPE Spa Plan Scale: 1/8" :1'A-2 1Spa Plan Scale: 1/8" :1'A-2 1 A-2 2 A-2 2 Spa Detail Scale: nts A-2 2 Drainline Scale: 1/8" :1'A-2 3 COPING3/4" DRAINLINE UNDER COPING SAFETY 2:PGRM-2 Pool Guard Alarm Address:1725 Beach Avenue Project Manager:Eric Zip:32233 Designer Name:Joel Client Name:Frisch Residence Builder:McAneny Builders Neighborhood:Atlantic Beach Specs Customer Info Safety Notes Spa Area:39 ft² LST:17 GPMs Job #:2806 HST:33 GPMs Dist to P/E:66' Footer:n/a Spa Perimeter:25' SAFETY 1:Fence by builder 6" 4 1/2" 1 1/2" SPA TO POOL EDGE DETAIL TYPICAL STAIR DETAILPOOL WALL DETAIL POOL SECTIONSUN SHELF DETAIL SPA DETAIL S1.03 DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR, REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FIELD ALTERATION REVISIONS DATE F R I S C H R E S I D E N CE 1 7 1 5 B E A C H AV E N UE J A CK S O NV IL L E B EA C H , FL Luis A. Pontigo, PE FL PE#53311 420 Osceola Avenue Jacksonville Beach, Fl. 32250 Ph: 242-0908 FL: CA # 8344 FL PE#53311 DATE LPA JOB NUMBER SHEET UNDER ROOF SQ FT DRAFT/DESIGN/CHECK SHEET 12/23/19 MFRI-19-00217 DEP WAC/WAC/LAP OF 20 Lou Pontigo and Associates, Inc. 1 2 /2 3 /2 01 9 1 2 :1 6 :2 4 PM Company Info Address:600 St. Johns Bluff Rd. N. City:Jacksonville NOT INCLUDED NOT INCLUDED NOT INCLUDED State/Zip:Fl / 32225 Phone #:904.223.4050 Fax #:904.223.0735 E-mail:Info@pbjc.com License #:CPC 009595 & 1457425 & 1459376 & CBC 1263546 Revision Layout Plan Deck Area:n/a Lanai Area:n/a Pool Perimeter:80' Hydraulics Gallons:8,011 gallons +6" +6" +6" Pool Area:311 ft² BENCHMARK TOP OF POOL BEAM TBD BY BUILDER SCALE:1/8"=1' TOP OF TILE Date:4/22/2021 TOP OF COPING Date: Date: Date: Date: Notes:- Piles not Inc. - Drainline from Skimmer #1 - Maintain min. 1" step down from all doors & stucco/ siding band RE: RE: RE: RE: RE:AWO 1 1 STORY ATTACHED CABANA COVERED LANAI COVERED LANAI ACCESS 18' 6" SAFETY 2:PGRM-2 Pool Guard Alarm Address:1725 Beach Avenue Project Manager:Eric Zip:32233 Designer Name:Joel Client Name:Frisch Residence Builder:McAneny Builders Neighborhood:Atlantic Beach Specs 4'x10'PURELINK AIRBLOWER J-BOX Customer Info Safety Notes Spa Area:39 ft² LST:17 GPMs Job #:2806 HST:33 GPMs Dist to P/E:66' Footer:n/a Spa Perimeter:25' SAFETY 1:Fence by builder Maximum Flow:117 GPM's Minimum TDH:~54' Heater:JE 2500T & JXi 400N Jandy Filter:CS 250 Jandy Pump:VSSHP220AUT Skimmers:1 Return Line:2.5" Trunk Line:3" Branch Line:3" PUMP #1:FILTER PUMP 6' 6 " 8' 1 0 " 6' 6' 6 " 7' 6 " 6' 7' 6' 6 " 26' 14 ' 19' 6' 6 " 29' 6" 3' 6 " 7' 20 ' R e a r y a r d S e t b a c k 20 ' F r o n t y a r d S e t b a c k 10' South Side Yard Setback 5' North Side Yard Setback BE A C H A V E N U E FO R M E R L Y G A R A G E A P P R O A C H R O A D ( P E R P L A T ) 25 ' R I G H T O F W A Y ( P A V E D P U B L I C R O A D ) S0 7 Ā 50 ' 2 6 " E 9 4 . 9 7 ' ( F I E L D ) Wo o d W a l k Brick Walk Co n c r e t e D e c k To r e m a i n Concrete Steps Co n c r e t e W a l l t o r e m a i n Wood Retaining Wall Yard Drain Screened In Porch Po o l Concrete Driveway Concrete DrivewayCable Riser Wood Power Pole Water Meter Brick Walk Brick Patio 0.4' Found 1\2" Iron Pipe, No Cap Northing=2,185,284.57 Easting=530,762.67 Set 1\2" Iron Pipe, Lb 3672 Northing=2,185,378.67 Easting=530,749.29 Found 1\2" Iron Pipe, Lb 3672 E d g e O f P a v e m e n t E d g e O f P a v e m e n t Wood Walk Wood Deck Co v e r e d W o o d D e c k Wood Deck 2 6 . 7 ' 7.4' 6 . 1 ' 21.5' 5 1 . 0 ' 23.0' 4 . 1 ' 13.9'4 . 1 ' 18.2'4 . 2 ' 8.3' 4 . 6 ' 13.6' 1 0 . 3 ' 20.0' 2 Story Wood Frame Residence No. 1721 1.8' 19.6' 19.6' 2 1 . 6 ' 2 1 . 6 ' Detached Two Story Garage Two Story Frame Residence No. 1733 33.0' 19.4'5.1'0.9'0.9' 1 8 . 5 ' 18.5' 4 . 2 ' 2 7 . 9 ' 5 . 2 ' 52.1' FOUND 1\2" IRON PIPE, NO CAP FOUND 1\2" IRON PIPE, NO CAP FOUND 1\2" IRON PIPE, NO CAP SET 1\2" IRON PIPE, LB 3672 1439.71' 1449.45' 1302.87' 1125.21' 1321.16' 1116.74' 1141.28' 119.98' 120.79' 108.57' 93.77' 110.10' 93.06' 95.11' Dune Grasses Dune Grasses Dune Grasses 567 8 9 1 0 1 1 1 2 1 3 14 1 5 16 17 161514 13 12 1 1 1 0 9 9 9 1 0 1 1 1011 1 2 1 2 1 2 1 3 141516 171819 1 9 18 17 16 1 5 1 4 1 3 1 2 1 1 20 20 11"T15 10"T15 11"T15 12"T15 12"T15 10"T15 11"T1512"T15 11"T15 13"T15 13"T15 13"T15 12"T15 11"T15 6"T15 9"T15 7"T15 14"T1514"T15 8"T15 12"T15 10"T15 10"T15 10"T15 10"T15 14"T15 11"T15 11"T15 11"T15 4"T14 3"T14 7"TWIN T14 4"T14 3"T14 7"TWIN T145"T14 7"T7 1"T7 6"TWIN T14 8"TWIN T14 5"T14 9"T14 7"T14 12"T16 12"T16 13"T16 12"T16 7"T14 4"T14 4"T14 4"T14 5"T14 5"T14 5"T14 5"T14 5"T14 5"T14 6"T14 6"T14 6"T14 8"T14 8"T14 8"T14 8"T26 18"T7 12"T14 10"T14 10"T14 12"T15 10"T15 18"T15 10"T15 18"T15 16"T15 16"T15 8"T15 8"T15 8"T15 13.6 5 19.0 9.95 9.91 10.0 5 10.4 4 10.6 8 14.7 3 18.6 5 1 9 . 2 9 20.6 1 20.5 5 20.5 8 1 9 . 2 0 11.7 2 9 . 9 2 9.91 10.1 5 10.1 1 10.0 7 20.4 20.6 2 0 . 3 20.5 2 0 . 3 14.6 2 17.70 19.68 18.5 14.1 11.5 1 0 . 0 8.9 9.1 16.7 11.3 10.2 8 . 9 20.8 21.1 20.3 20.7 9.2 8.59.0 10.1 12.0 15.518.7 20.3 20.8 19.8 17.4 10.1 19.58 18.57 17.02 17.10 18.81 19.52 15.59 13.68 12.37 12.3313.76 13 . 7 1 15.67 20.6 17.0 17.1 16.3 14.9 16.9 16.3 12.3 10.3 9.1 9.3 16.1 14.9 14.2 14.2 8.2 8.0 8.2 6.1 6.6 6.3 4.6 5.3 4.7 20.9 e l e v a t o r re f r i g e r a t o r New 2 Story Block & Frame Residence Number 1725 Finished Floor 23' NAVD Garage Finished Floor 12.271' Existing Finished Floor 22.67' NAVD building shall be 2 stories and not exceed 35' from Average Calculated grade to peak of roof Propossed 2 Story Block & Frame accessory structure <600 sq ft 15.16' 16.13' 100.7' Seaward Distance to Building 101.51' Seaward Distance to Building 100.75' Seaward Distance to Covered P o r c h 50.31' 49.68' 91.38' Seaward Distance to Building24.85' 72.59' Seaward Distance to AC concr e t e 1story Attached Cabana 177.52' Seaward Distance to 4' fence 175.93' Seaward Distance to 4' fence 64.416' Landward Distance to 4' fence 25.236' fence 22.37' 22.99' 17TH STREET N83°34'56"E 209.46' N0 8 ° 0 5 ' 2 6 " W 9 5 . 0 4 ' S83°34'56"W 201.21' S0 3 ° 0 6 ' 5 8 " E 9 5 . 1 6 ' N0 7 ° 5 4 ' 4 4 " W 7 1 . 0 3 ' ( F I E L D ) S87°18'21"W 40.11' (FIELD) N83°58'42"E 39.73' (FIELD) S0 8 ° 0 5 ' 2 6 " E 7 3 . 3 7 ' ( F I E L D ) 40' Right Of Way, Closed By Deed Book 1312, Pages 177 & 178 S0 8 ° 0 5 ' 2 6 " E 9 5 . 0 5 ' Lot 24 Lot 23 Lot 23 Lot 22 Lot 22 Lot 21 Lot 24 Lot 25 North 30 Feet Of Lot 24 South 20 Feet Of Lot 24 North 1/2 Of Lot 22 South 1/2 Of Lot 22 Ge n e r a l P e r m i t L i n e Ge n e r a l P e r m i t L i n e ED G E O F B L U F F ( P E R P L A T ) Sq. Ft.Percent Lot 19507 100.0% Existing Impervious to remain 244 1.3% Impervious Roofed Structure Main House 5829 29.9% Impervious Roofed Cabana 423 2.2% Pool 364 sf @ 50%182 0.9% Impervious driveway, steps & Additional Concrete 1909 9.8% New Proposed Total Impervious 8587 44.0% Allowable Coverage 8,778.2 45% Sq. Ft.Percent Lot 2875 100.0% Impervious Roofed Structure Detached Garage 594 3.0% New Pervious Drive way & Parking Pad 565 2.9% Existing Impervious Additional Concrete 16 0.1% New Proposed Total Impervious 1175 40.9% Sq. Ft.Percent Lot 22382 100.0% Total Impervious Coverage, Both Parcels 9762 43.6% Proposed Lot Area Calculations Parcel A Proposed Lot Area Calculations Parcel B Combined Lot Area Calculations direction of flow direction of flow direction of flow direction of flow direction of flow direction of flow garden wall garden wall ro o f o v e r h a n g sh a l l n o t e x c e e d 4 8 " concrete AC equipment pad concrete stairs concrete deck Pool covered concrete porch covered concrete patio covered concrete porch concrete driveway concrete driveway strips concrete stairs new gate & fence ne w g a t e & f e n c e new gate & fence A1.2 New Site PlanDrawing # A A1.2 20'20'-0"7' 10 ' 78 ' 49.9'66.6'9.7' 20.9'110.0' Site Plan Key Denotes Concrete Coverage New Contours 14 New Spot Elevations12.5' turf-block 20.1' DESIGN CRITERIA: Building Classification: Building Type: Unless otherwise noted, project site considerations shall be the responsibility of the owner and/or contractor. Examples of such items include, but shall not be limited to, determination of grade elevations, drainage features, and special requirements associated with FEMA flood hazard and/or DEP zones. The contractor is responsible for the means and methods of construction. It is the contractor's sole responsibility to determine the procedure, sequence, and temporary bracing as to insure the safety of the building and its component parts during construction. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, or other components as may be required to attach and accommodate other work. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The Engineer shall be notified if soil conditions encountered differ from the noted assumptions. All requirements for site preparation and soil compaction specified in the soils report shall be followed unless more stringent requirements are specified in these plans. Residential Type V Construction The North 1/2 Of Lot 22, All Of Lot 23 And The South 20 Feet Of Lot 24, North Atlantic Beach, Unit No. 1 - R-c-b-s Corporation, According To The Plat Thereof Recorded In Plat Book 15, Page 10 Of The Current Public Records Of Duval County, Florida. The Property Shown Hereon Lies In Flood Zone "X" (Area Outside The 0.2% Annual Chance Floodplain) Ao (Depth 2') And Ve (El 14) As Well As Can Be Determined From The Flood Insurance Rate Map Number 12031c0407h, Revised June 03, 2013 For Duval County, Florida. Legal Description This drawing is based on a boundary and/or topographic survey made by Boatwright Land Surveyors , INC. of Jacksonville Beach, December 15th, 2017. See site survey for existing conditions not shown on this plan. Contractor shall establish finish floor elevation. Building layout dimensions are shown to outside face of foundation wall. See Floor Plans for clarification. Parking dimensions are shown to front of curb unless noted otherwise. Curb & gutter dimensions are shown to back of curb unless noted otherwise. Work shown is new unless specifically noted as existing. The General Contractor shall verify all property lines, easements, dimensions & setback requirements w/the appropriate department of Jacksonville Beach, FL . Construction materials, equipment & procedures shall be in general accord with the Florida Department of Transportation "Standard Specifications for Highway Constructions", latest edition, as modified by technical specifications. All driveways shall extend entirely to public streets to which they connect, whether shown or not shown. Transition smoothly from new asphalt to existing asphalt in a manner that will facilitate the smooth flow of water without puddling or ponding. Silt fence will be provided along property line in best place for the erosion control House structure 2 stories, not to exceed 35 feet in height. No more than 12" of fill to be added to site, verify with appropriate counsel. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. See A0.2 for specifications & Notes. All Concrete driveway aprons must be 5" thich, 4,000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods of mesh are not allowed in the right-of-way. All run off must remain on-site during construction. Roll off container must be on City approved list. Container cannot be placed on City right-of-way. Full right-of-way restoration, including sod, is required. See E2.4 for Exterior Light Fixture cut sheet & Selections 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. Site Plan Notes 20 ' 6' - 0 " 5' 27 ' - 0 " 22'-0" 3'-2" 23' NAVD 22.5' NAVD 22.5' NAVD 22' NAVD 22.5' NAVD 22.5' NAVD 23' NAVD 23' NAVD Scale 1/16" 1'-0" 0 2'4'6'8'10'12'14'16' Sheet Copyright ©2019 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts, drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. residential design Atlantic Caribbean Pacific info@starrsanford.com 904-707-9761 Project #: Date: Revised: drawn: MLS 18011 6/3/19 F r i s c h R e s i d e n c e 1 7 2 5 B e a c h A v e . A t l a n t i c B e a c h , F l w w w . s t a r r s a n f o r d . c o m ( 9 0 4 ) 7 0 7 - 9 7 6 1 BENCHMARK: SET NAIL & DISK, LB3672 ELEVATION = 9.79 NAVD (1988) E R O S I O N C O N T R O L L I N E S0 4 ° 0 5 ' 1 0 " E 2 4 8 . 0 6 ' ANGLE POINT OPPOSITE R-45 CO A S T A L C O N S T R U C T I O N C O N T R O L L I N E ANGLE POINT OPPOSITE R-46 S0 4 ° 0 5 ' 1 0 " E 9 8 0 . 4 7 ' S0 4 ° 0 5 ' 1 0 " E 9 5 . 0 8 ' S0 4 ° 0 5 ' 1 0 " E 6 3 7 . 3 3 ' S 0 4 ° 0 1 ' 5 2 " E 9 3 6 . 3 7 ' 24.64' IRON TO CCCL 31.28' IRON TO CCCL F L O O D Z O N E " V E " ( E L 1 4 ) Fl o o d Z o n e " X " Fl o o d Z o n e " A O " ( D e p t h 2 ' ) F L O O D Z O N E " A O " ( D E P T H 2 ' ) SE A S O N A L H I G H W A T E R L I N E ED G E O F V E G E T A T I O N CC C L 1 9 9 2 DEP approval set