Loading...
1705 Maritime Oak Dr POOL22-0009 COAB Permit Form with Conditions - RenewedOWNER:ADDRESS:CITY:STATE:ZIP: HALEY JOHN W 1705 MARITIME OAK DR ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: POOLSIDE DESIGNS INC 836 Lake Asbury Dr GREEN COVE SPRINGS FL 32043 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169505 1760 ATLANTIC BEACH COUNTRY CLUB UNIT 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1705 MARITIME OAK DR SWIMMING POOL SWIMMING POOL RESIDENTIAL SWIMMING POOL - Renewed $80000.00 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: 4/21/2022 PERMIT NUMBER POOL22-0009 ISSUED: 4/21/2022 EXPIRES: 4/15/2024 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 $400.00 BUILDING PERMIT RENEWAL 455-0000-322-1000 0 $81.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $200.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $9.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $6.00 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 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). 4 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. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 6 PUBLIC WORKS CONSTRUCTION SITE MANAGEMENT INFORMATIONAL Notes: Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of-Way Permit is required if using right-of- way for construction parking. 7 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 8 PUBLIC WORKS REVISION INFORMATIONAL Notes: Any plan change must be submitted as a Revision to the Building Department. 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: 4/21/2022 PERMIT NUMBER POOL22-0009 ISSUED: 4/21/2022 EXPIRES: 4/15/2024 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 TOTAL: $896.50 3 of 3Issued Date: 4/21/2022 PERMIT NUMBER POOL22-0009 ISSUED: 4/21/2022 EXPIRES: 4/15/2024 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION POOL22-0009 6' 6"15' 6" 6 5 ' 6" 1 6 ' P/E Scale: 1/20" = 1 ft IMPERVIOUS CALCULATIONS House: 3332 SF Driveway & Walks: 595 SF Porch: 361 SF Pool Deck: 373 SF A/C-P/E pads: 45 SF Pool at 50%: 129 SF _______________________ Total Impervious: 4835 SF Lot Size: 9573 SF Percent Impervious: 51% POOL22-0009 Stucco back9' (0") (0")(+8")(+8")Sheer Arc (3) Sheer Arc (3) Sheer Arc (3)11'20' 11" 19' 8"18' 1"Travertine deck Travertine deck Travertine deck1' 1' Pool equip. Steps Steps down R R RR R R light light light light R R R 3'6" deep bench bench 4'6" deep 1' 6"1' 6"5'8' 2"7'7' 13' 6"20'12' 6" 12' 6" Scale: 1/8" = 1 ft Zip: 32233 State: FL Phone: 203-969-5367 City: Atlantic Beach Address: 1705 Maritime Oak Owner: Haley Residence LANAI TOTAL: 357 POOL SPECS SIZE: 13'6 x 20'SQFT: 207 DEPTHS: 3'6" to 4'6" EST TOTAL GALLONS: PERIMETER: 67 lf SPA SPECS DEPTH: 36" SIZE: 7' x 7' BLOWER: Yes PERIMETER: 28 SQFT: 49 RAISED HEIGHT: NA - deck level RETURNS: (3) wall SKIMMERS: (1) SPECIAL: NOTES: 12" beam on back SPILLWAY: Tiled SKIMMERS: THERAPY JETS: (6) SPECIAL: NOTES: PLUMBING RETURNS: (3) wall SKIMMERS: (1) POOL MAIN DRAINS: Channel SPA MAIN DRAINS: Channel FLOOR SYSTEM:HEADS: VAC LINE: Yes POOL VAC: Yes CHASE LINES: TBD SPA SPILLWAY: Tiled LIGHTS IN POOL: (3) Nicheless LED LIGHTS IN SPA: Nicheless LED WATER FEATURES: (3) Sheer arc DECK DECK TYPE: Travertine ELEVATION: +8" set-onsite INTERIOR MATERIAL: CLI Pebble TILE: 6" x 6" std INTERIOR MATERIAL: CLI Pebble TILE: 6" x 6" POOL DECK TOTAL: 360 RAISED BEAM: NA COPING: Travertine MATERIAL 1: Travertine MATERIAL 2: NOTES: Cut and cap irrigation SPECIAL:Auto fill, cleaner line, fountain line NOTES: Demo per scope of estimate SPECIAL: Stem wall connect to pool shell EQUIPMENT POOL PUMP: Hayward VS950 2ND PUMP:Hayward Feature FILTRATION: Hayward cartridge FILTER SIZE: 200sf SwimClear HEAT PUMP: BR135XW H&C SALT SYSTEM: 40K cell CONTROLLER: Omni Logic GAS HEATER: 400K Btu gas NOTES: SPECIAL: (3) sheer arc, auto fill, pool alarm POOL22-0009 Simplified  Total  Dynamic  Head  (TDH)  Calculation  Worksheet   Determine  Maximum  System  Flow  Rate   Minimum  Flow  Rate  Required:  35gpm  per  skimmer  (required:  1  skimmer  per  800  sq  ft  of  surf.  area)   1.Calculate  Pool  Volume  _____________X  ___________  X    7.48    (gal./cubic  foot)  =  ____________________ (Surface  Area)  (Avg  Depth)              (Volume  in  Gallons)   2.Determine  preferred  Turnover  Time  in  Hours:  __________  X  60  (min  /  hour)  =_________________ (Hours)                        (Turnover  in  min)   3.Determine  Max  Flow  Rate  ________________  /  ________________  +  ______________  =  ___________________ (Volume  in  Gallons)                        (Turnover  in  Min)                    (Pool  Flow  Rate)        (System  Flow  Rate)   4.Spa  Jets:  __________  X  ____________  GPM  per  jet  =  ____________________  flow  rate (No  of  Jets)  (Jet  Flow)  (Total  Jet  Flow  Rate)   (For Single Pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool & Spa) Determine  Pipe  Sizes:   Suction Branch to be _______ inch to keep velocity @ 6 fps max. at _____ gpm Maximum System Flow Rate Suction Piping to be _______ inch to keep velocity @ 8 fps max. at _____ gpm Maximum System Flow Rate Return Piping to be _______ inch to keep velocity @ 8 fps max. at _____ gpm Maximum System Flow Rate Determine Simplified TDH: 1.Distance from pool, to pump in Ft:___________ 2.Friction loss (in suction pipe) in _______ inch pipe per 1 t. @ gpm = _____(from pipe flow/friction loss chart) 3.Friction loss (in return pipe) in ________ inch pipe per 1 t. @ gpm = _____(from pipe flow/friction loss chart) 4.________________ X ___________________ = ______________ (Length of Suction Pipe) (Ft of head/1 ft of Pipe) (TDH Suction Pipe) 5.________________ X ___________________ = ______________ (Ft of head/1 ft of Pipe)(Length of Return Pipe) (TDH Suction Pipe) Flow and Friction Loss Per Foot (Schedule 40 pvc Pipe) Velocity  -­‐  Feet  Per  Second   Pipe  Size  6  FPS  8  FPS   1.5"  37  gpm  0.08'  50  gpm  .14'   2"  62gpm  0.06'  82  gpm  .10"   2.5"  88  gpm  0.05'  117  gpm  .08'   3"  136  gpm  0.04'  181  gpm  .07'   Selected  Pump  and  Main  Drain  Cover:   Pump  selection  ___________________________________            using  pump  curve  for  TDH  &  System  Flow  Rate   (Pump  model  and  size  in  HP)   Main  Drain  Cover_________________________________          (System  Flow  Rate  must  not  exceed  approved  cover  flow  rates)   (model  )   Notes:  Minimum  system  flow  based  on  minimum  flow  per  skimmer  of  35  gpm.   Determine  the  Number  and  Type  of  Required  In-­‐floor  Suction  Outlets:   (Check  all  that  apply)   ☐¤←3’ → ¤ ____________ suction outlets @ ____________gpm max. flow (see note 2) ☐¤ ¤ ¤ _____________ suction outlets @ ____________gpm max. flow (see note 3) ☐_____________ channel drain @ ____________gpm w/ _______ports (see note 4) ANSI/APSP 5&7,  2013  Specifies  three  methods  for  determining  the  maximum  system  flow  rate.     The  following  simplified  TDH  calculation  is  one  of  the  methods  specified.                            TDH  in  Piping______________              Filter  loss  in  TDH  (from  filter  data  sheet)______________   Heater  loss  in  TDH  (from  heater  data  sheet)______________                          Total  all  other  loss______________        Total  Dynamic  Head  (TDH)______________   Velocity  -­‐  Feet  Per  Second   Pipe  Size  6  FPS  8  FPS   1.5"  37  gpm  0.08'  50  gpm  .14'   2"  62  gpm  0.06'  82    gpm  .10"   2.5"  88  gpm  0.05'  117  gpm  .08'   3"  136  gpm  0.04'  181  gpm  .07'   4"  234  gpm  0.03'  313  gpm  .05'   6"  534  gpm  0.02'  712  gpm  .03'   TDH  Calculation  Options   (For  each  Pump)   Check  one   ☐Simplified  Total  Dynamic  Head  (STDH) Complete  STDH  Worksheet  –  Fill  in  all  blanks ☐Total  Dynamic  Head  (TDH) Complete  Program  or  other  calcs.  Fill  in required  blanks  on  worksheet  &  attach calculations ☐Maximum  Flow  Capacity of  the  new  or  replacement  pump Notes:   1.If  a  variable  speed  pump  is  used,  use  the  max pump  low  in  calculations 2.For  side  wall  drains,  use  appropriate  side  wall drain  flow  as  published  by  manufacturer 3.Insert  manufacturer’s  name  and  approved maximum  flow 4.See  installation  instructions  for  number  of ports  to  be  used 5.In-­‐Floor  suction  outlet  cover/grate  must conform  to  most  recent  edition  of  ASME/ANSI A112.19.8  and  be  embossed  with  that  edition approval 6.Pump,  Filter  and  Heater  make  and  model cannot  change,  and  equipment  location  cannot be  move  closer  the  pool  without  submitting  a revised  plan  and  TDH  calculation  worksheet  for approval Flow and Friction Loss Per Foot (Schedule 40 pvc Pipe) ANSI/APSP/ICC  Worksheet   Swimming Pool Energy Efficiency Compliance Information Note: These Requirements Apply ONLY to the Filtration Pump Maximum Filtration Flow Rate Calcutlations Pool Water Voume______÷ 360 =______ gpm = filtration flow rate Is there an Auxiliary load on the filtration pump? Yes___ NO____ If so, what is the auxiliary flow rate _______gpm Maximum Flow Rate ______gpm (maximum auxiliary pool loads or the filtration flow rate, whichever is greater. The pool filtration flow rate shall not be greater than the rate needed to turn over the pool water volume in 6 hours or 36 gpm whichever is greater. This means that for pools of less than 13000 gallons, the pump shall be sized to have a flow rate of 36 gpm or less. Suction Pipe size @ 8 fps ________inch Return Pipe size @ 8 fps ________inch Filter Factors: (Cartridge .375) or (D.E 2) or (Sand 15) ____________÷ _____________=___________________ (flow rate) (filter factor) (minimum filter size) Filter Make/Size __________________________________ Backwash valve? Yes_____ No______ (if yes, must be 2 inch min) Pump Selection from APSP database on Curve A (less than 17000 gallons) or C (greater than 17000 gallons) (circle one) Model_________________________________________ Flow Rate (low speed)______gpm @ ______rpm Flow Rate (high speed) ______gpm @ ____ rpm Date   _____________________________________________________   Contractors  Signature   _____________________________________________________   Print  Name   _____________________________________________________   Certification  Number   _____________________________________________________   Telephone  Number   Pump Controls Standard time clock / 2 speed time clock _____or other ______ Heater Model _______________________________________ Notes: suction piping in front of pump inlet must be 4 pipe diameters in length. Must have 18” of straight pipe after the filter for solar. Swimming  Pool  Specifications  for:   Owner:____________________________________________________________   Address___________________________________________________________   City,  State,  Zip____________________________________________________   ____________________________________________________________________   _____________________________________________________________________   _____________________________________________________________________   _____________________________________________________________________   _____________________________________________________________________ _____________________________________________________________________ _____________________________________________________________________ Total Head In Feet Conversion Chart Inches Mercury (Vacuum Gauge) 0 2 4 6 8 10 12 14 16 18 0 0 2.3 4.5 6.8 9 11.3 13.6 15.8 18.1 20.3 1 2.3 4.6 5.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7 2 4.6 6.9 6.1 11.4 13.7 15.9 18.2 20.4 22.7 25 3 6.9 9.2 11.5 13.7 16 18.2 20.5 22.8 25 27.3 4 9.2 11.5 13.8 16 18.3 20.5 22.8 25.1 27.3 29.6 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 7 16.2 18.4 20.7 23 25.2 27.5 29.7 32 34.3 36.5 8 18.5 20.7 23 25.3 27.5 29.8 32 34.4 36.6 38.8 9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38.9 41.1 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 P 11 25.4 27.7 29.9 32.2 34.5 36.7 39 41.2 43.5 45.8 S 12 27.7 30 32.2 34.5 36.8 39 41.3 43.5 45.8 48.1 I 13 30 32.3 34.5 36.8 39.1 41.3 43.6 45.9 48.1 50.4 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55 16 37 39.2 41.5 43.7 46 48.3 50.5 52.8 55 57.3 17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62 64.2 20 46.2 48.5 50.7 53 55.2 57.5 59.8 62 64.3 66.5 21 48.5 50.8 53 55.3 57.6 59.8 62.1 64.3 66.6 58.9 22 50.8 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69 71.2 73.5 24 55.4 57.7 60 62.5 64.5 66.7 69 71.3 73.5 75.8 25 57.8 60 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78 26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 90.5 82.7 28 64.7 66.9 69.2 71.5 73.7 76 78.2 80.5 82.8 85 29 67 69.3 71.5 73.8 76 78.3 80.5 82.8 85.1 87.3 30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 87.4 89.6 31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 92 32 73.9 76.2 78.4 80.7 83.1 85.2 87.5 89.7 92 94.3 33 76.2 78.5 80.7 83 85.3 87.5 89.8 92 94.3 96.6 34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 98.9 35 80.9 83.1 85.4 87.6 89.9 92.2 94.4 96.7 98.9 101.2 *NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH. ** GAGES TO BE INSTALLED AT THE TIME OF FINAL INSPECTION FOR VERIFICATION. POOL22-0009