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425 Atlantic Blvd POOL20-0023 Salt Air Motel Pool Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP: BEACH HOSPITALITY SERVICES 1520 REPUBLIC DR ATLANTIC BEACH FL 32233-4021 COMPANY:ADDRESS:CITY:STATE:ZIP: FIRST COAST VIKING POOLS LLC 919 S WATERMAN RD JACKSONVILLE FL 32207 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 170696 0000 SALTAIR SEC 03 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 425 ATLANTIC BLVD SWIMMING POOL SWIMMING POOL RESIDENTIAL SWIMMING POOL $57000.00 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 2Issued Date: 2/19/2021 PERMIT NUMBER POOL20-0023 ISSUED: 2/19/2021 EXPIRES: 8/18/2021 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 $308.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $154.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.93 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.62 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $673.55 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 DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 8 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 9 PUBLIC WORKS OTHER PUBLIC WORKS CONDITION INFORMATIONAL Notes: All streets around the property must be kept clean and free of dirt and debris during and after construction. 2 of 2Issued Date: 2/19/2021 PERMIT NUMBER POOL20-0023 ISSUED: 2/19/2021 EXPIRES: 8/18/2021 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 POOL20-0023 POOL20-0023 POOL 20-0023 FAILED Returned for Corrections: The plans submitted for review have been returned for corrections. Please correct and or provide the additional requested information to obtain plans approval. When resubmitting corrected sheets, provide a type written itemized narrative letter responding to our comments and directing the plans reviewer to the sheets the changes have taken place. FAILURE TO SUPPLY RESPONSE LETTER “WILL” RESULT IN A RETURNED FOR CORRECTIONS PERMIT STATUS. Revised sheets should be clouded, clearly showing areas were changes or corrections have occurred and re-inserted with the original set of drawings with old sheets removed. Unbound plans will not be reviewed. If this is an electronic submission please make sure that written narrative is submitted under correspondence along with a “complete set” (not just the revised sheets) of electronic documents. When submitting electronic plans, each discipline shall upload a single PDF file containing multiple sheets rather than separate PDFs for each sheet. Please re-upload in this fashion. 1. Fire Code specific code summary The building code and fire code differ on occupancy types, uses, and occupant loads and can make the proper application of the code difficult. For example the building code classifies restaurants under 50 as business where the fire code classifies them as mercantile, thus the need separate code summaries. Please provide in addition to normal building code summary a fire code specific summary based off the Florida Fire Prevention Code (current edition) to include all the following information listed below. Failure to provide accurate fire code summary may delay plans review approvals as we return plans for corrections and clarifications. Provide required Fire Code specific code summary: Please Reference 6th Edition Florida Fire Prevention Code Based on NFPA, 1 Fire Code 2015 Edition & NFPA 101 Life Safety Code 2015 Edition. Life Safety Floor Plan: The City of Jacksonville’s Fire Marshal’s Office requires the submittal of a Life Safety Floor Plan for building permits for all new construction and existing building alterations in order to ascertain if occupancy is currently code compliant and to assist fire inspector in performing Life Safety Inspections. Please provide a Life Safety Plan to include all the following information on one page. If Life Safety Plan was submitted and you are receiving this comment, it means that all of the required info listed below was not included in your original submittal. It is understood that all listed items may not apply in your situation. Required Occupant Load Calculation: • Provide design occupant load using table 7.3.1.2 of NFPA 101 2015 edition. Area calculations should be shown with graphic seating configurations or fixtures in order to substantiate occupant load chosen. Exit Locations: • Designate main entrance and all secondary exits. All required exits shall terminate at a “public way”. Access to the public way shall be accessible and must be via a stable, firm, and slip resistant conveyance such as a concrete sidewalk with a min. 5’x5’ landing and 44” walkway. Multi story buildings should designate area of rescue with required communication means. Separation of exits using the one half (non-sprinkled) or one third (sprinkled) the diagonal distance rule should be shown on plans. Required Egress Capacity: • Egress inches for means of egress components (doors, stairs, etc.) Required measurements: (Worst case only need be shown.) • Dead end corridors measurements. • Common path of travel measurements. • Total travel distance to exits. Required separation: • Show all fire barriers, smoke barriers, and smoke partitions. All rated walls per new directive from building official wall detail needs to include UL listing and needs to confirm by architect or engineer as being accurate. Required Lock Latch details: • Lock/Latch details: Panic Hardware, Thumb turn lock, Key Lock with indicator and required signage. Required Electrical Stop/Disconnect Details: • Any required Emergency stops or Shunt trips. • Main Electrical disconnects access/location. Required markings of means of egress: • Exit signs to include tactile exits signage. Required fire extinguisher Locations: • Locations per NFPA 10. Required Emergency lighting: • Show emergency illumination. Required Lightweight Truss Signage: • Location of lightweight truss signage per FAC 69A-60.0081 (if applicable). Please see below for clarification to requirement. http://www.coj.net/Departments/Planning-and-Development/Docs/Building-Inspection-Division/bulletin-f- 01-09-light-weight-truss-rule.aspx Also if occupancy is to have any permanent open flame devices such as fire pits, gas grills, patio heaters, gas lamps etc. they should be shown on life safety plan for approval. See NFPA 1 10.11 (separate fire permits will be required for installation of these features). MIGUEL Di PIERRI Fire Safety Inspector / Plan Reviewer Hispanic Advocate, MHAAB JFRD PREVENTION OFFICE 214 HOGAN UNIT 281 St., Jacksonville, Florida 32202 Office: 904-255-8561 cell: 904-763-1290 – Email: DIPIERRI@COJ.NET From: Dipierri, Miguel [mailto:DiPierri@coj.net] Sent: Monday, September 21, 2020 3:10 PM To: Gindlesperger,Toni <tgin@coab.us> Subject: RE: 425 ATLANTIC BLVD POOL 20-0023 FAILED Returned for Corrections: The plans submitted for review have been returned for corrections. Please correct and or provide the additional requested information to obtain plans approval. When resubmitting corrected sheets, provide a type written itemized narrative letter responding to our comments and directing the plans reviewer to the sheets the changes have taken place. FAILURE TO SUPPLY RESPONSE LETTER “WILL” RESULT IN A RETURNED FOR CORRECTIONS PERMIT STATUS. Revised sheets should be clouded, clearly showing areas were changes or corrections have occurred and re-inserted with the original set of drawings with old sheets removed. Unbound plans will not be reviewed. If this is an electronic submission please make sure that written narrative is submitted under correspondence along with a “complete set” (not just the revised sheets) of electronic documents. When submitting electronic plans, each discipline shall upload a single PDF file containing multiple sheets rather than separate PDFs for each sheet. Please re-upload in this fashion. 1. Fire Code specific code summary The building code and fire code differ on occupancy types, uses, and occupant loads and can make the proper application of the code difficult. For example the building code classifies restaurants under 50 as business where the fire code classifies them as mercantile, thus the need separate code summaries. Please provide in addition to normal building code summary a fire code specific summary based off the Florida Fire Prevention Code (current edition) to include all the following information listed below. Failure to provide accurate fire code summary may delay plans review approvals as we return plans for corrections and clarifications. Provide required Fire Code specific code summary: Please Reference 6th Edition Florida Fire Prevention Code Based on NFPA, 1 Fire Code 2015 Edition & NFPA 101 Life Safety Code 2015 Edition. Life Safety Floor Plan: The City of Jacksonville’s Fire Marshal’s Office requires the submittal of a Life Safety Floor Plan for building permits for all new construction and existing building alterations in order to ascertain if occupancy is currently code compliant and to assist fire inspector in performing Life Safety Inspections. Please provide a Life Safety Plan to include all the following information on one page. If Life Safety Plan was submitted and you are receiving this comment, it means that all of the required info listed below was not included in your original submittal. It is understood that all listed items may not apply in your situation. Required Occupant Load Calculation: • Provide design occupant load using table 7.3.1.2 of NFPA 101 2015 edition. Area calculations should be shown with graphic seating configurations or fixtures in order to substantiate occupant load chosen. Exit Locations: • Designate main entrance and all secondary exits. All required exits shall terminate at a “public way”. Access to the public way shall be accessible and must be via a stable, firm, and slip resistant conveyance such as a concrete sidewalk with a min. 5’x5’ landing and 44” walkway. Multi story buildings should designate area of rescue with required communication means. Separation of exits using the one half (non-sprinkled) or one third (sprinkled) the diagonal distance rule should be shown on plans. Required Egress Capacity: • Egress inches for means of egress components (doors, stairs, etc.) Required measurements: (Worst case only need be shown.) • Dead end corridors measurements. • Common path of travel measurements. • Total travel distance to exits. Required separation: • Show all fire barriers, smoke barriers, and smoke partitions. All rated walls per new directive from building official wall detail needs to include UL listing and needs to confirm by architect or engineer as being accurate. Required Lock Latch details: • Lock/Latch details: Panic Hardware, Thumb turn lock, Key Lock with indicator and required signage. Required Electrical Stop/Disconnect Details: • Any required Emergency stops or Shunt trips. • Main Electrical disconnects access/location. Required markings of means of egress: • Exit signs to include tactile exits signage. Required fire extinguisher Locations: • Locations per NFPA 10. Required Emergency lighting: • Show emergency illumination. Required Lightweight Truss Signage: • Location of lightweight truss signage per FAC 69A-60.0081 (if applicable). Please see below for clarification to requirement. http://www.coj.net/Departments/Planning-and-Development/Docs/Building-Inspection-Division/bulletin-f- 01-09-light-weight-truss-rule.aspx Also if occupancy is to have any permanent open flame devices such as fire pits, gas grills, patio heaters, gas lamps etc. they should be shown on life safety plan for approval. See NFPA 1 10.11 (separate fire permits will be required for installation of these features). MIGUEL Di PIERRI Fire Safety Inspector / Plan Reviewer Hispanic Advocate, MHAAB JFRD PREVENTION OFFICE 214 HOGAN UNIT 281 St., Jacksonville, Florida 32202 Office: 904-255-8561 cell: 904-763-1290 – Email: DIPIERRI@COJ.NET P O O L 2 0 - 0 0 2 3 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 10/12/2020 Permit #: POOL20-0023 Site Address: 425 Atlantic Blvd. Review: 1 RE#: Applicant: First Coast Viking Pools Address: 919 S Waterman Road, Jax, Fl. Phone: 923-4997 Email: andy@firstcoastvikingpools.com THIS BUILDING DEPARTMENT REVIEW IS ONE OF 4 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: Application is disapproved for the following issues: 1. The pool area plan and site plan are not clear, regarding the swimming pool barrier and egress from the motel rooms and pool area. Issues of concern include width of circulation paths, egress from rooms, common path of egress travel, and number and location of exits from the pool area and motel property. Please provide detailed drawings from a design professional showing the pool area and overall site with all dimensions and a Life Safety plan. 2. Please find the Fire Marshal’s Comments, attached. 3. Planning and Zoning and Public Works have approved this application. 4. New submittals may generate additional comments. Dan Arlington, CBO (904) 247-5813 darlington@coab.us POOL20-0023 SLOPE 2%-4% SL O P E 2% - 4 % SL O P E 2% - 4 % SLOPE 2%-4% 83' TIGHTEN LOOS E N TIGHT E N LOOSE N CO FLOW FLOOR DRAIN 45'-4" POOL SHOWER & HOSE BIBB W/ VACUUM BREAKER ON POOL DECK WITHIN PERIMETER OF FENCE S A F E T Y E Q U I P ADA COMPLIANT POOL LIFT (INSTALL PER FBC REQUIREMENTS & MFR RECOMMENDATIONS) AD A LI F T BA S E SLOPE 2%-4% SL O P E 2% - 4 % SL O P E 2% - 4 % SLOPE 2%-4% VAC R R R R REF. PROTECTIVE BARRIER NOTES FOR ALL FENCING & GATES REF. PROTECTIVE BARRIER NOTES FOR ALL FENCING & GATES T I G H T E N L O O S E N T I G H T E N L O O S E N PAVER DECK PAVER DECK 300W LIGHT (OR EQUIVALENT LED) MAIN DRAIN COVER C O FLO W F L O O R D R A I N EQUIPMENT ENCLOSURE FENCING TO BE MIN. 48" HIGH, W/ SELF-CLOSING, SELF-LATCHING & LOCKABLE GATES. NO OPENINGS TO PASS A 4" SPHERE. 4' MIN CLEARANCE SALT AIR MOTEL POOL: PERIMETER: 63 LF AREA: 295 SF VOLUME: 7,916 GAL FLOW: 50 GPM BATH LOAD: 10 TURNOVER: 2.6 HRS 1 Underwater Light(s) - PENTAIR, INTELLIBRITE 5G WHITE LED, 601107, 40W/12V, 100FT CORD (300W INCANDESCENT EQUIV.) 1 Fixture Housing - PENTAIR, LARGE PVC NICHE (CONCRETE, 79206700) 1 Transformer(s) - INTERMATIC, PX300, 300W/12-14V 1 Weatherproof Junction Box(es) - INTERMATIC, PJB2175 or EQUAL 1 S.STL. Handrail(s) - FIELD VERIFY LENGTHS 1 S.STL. Crossbraced Ladder(s) - 3 TREAD 4 Escutcheon Plate(s) 1 Pool Sign - "POOL REGULATIONS" SEE NOTES 1 Plastic Vacuum Head 1 50 FT. Floating Vacuum Hose 1 Pair Pole Hanger Brackets 1 16' Anodized Aluminum Pole 1 Life Hook 1 20" Life Ring & 35 feet ¼" dia. nylon line 1 20" Life Ring Holder 1 Plastic Leaf Skimmer 1 18" pool brush 1 ADA LIFT - Global Lift R-375 Rotational Series Pool Lift 1 Test Kit - TAYLOR K-2006 COMPLETE (FAS-DPD CHLORINE) SPECIFICATIONS1 FBC 454.1.1 REQD. POOL SIZING UNITS SERVED: 15 NON-TRANSIENT: 0.75 GPM/UNIT REQD. FLOW: 11 GPM MIN. REQD. VOL. AT 3 HR. TURNOVER FOR SIZING PURPOSES: 2,025 GAL MIN ALL UN I T S WITHIN 2 0 0 F T PROTECTIVE BARRIER / FENCE NOTES 1. The fence/barrier must be at least 4 feet high on the outside. 2. The fence/barrier may not have any gaps, openings, indentations, protrusions, or structural components that could allow a young child to crawl under, squeeze through, or climb over the barrier. 3. The fence/barrier must be placed around the perimeter of the pool deck and must be separate from any fence, wall, or other enclosure surrounding the yard unless the fence, wall, or other enclosure or portion thereof is situated on the perimeter of the pool, is being used as part of the barrier, and meets the barrier requirements of this section. 4. Gates that provide access to swimming pools must open outward away from the pool and be self closing and equipped with a self latching locking device. The release mechanism must be located on the pool side of the gate and so placed that it cannot be reached by a young child over the top or through any opening or gap (minimum 54" above deck, or 3" below top of gate if on pool side). 5. A wall of a cabana or equipment room may serve as part of the barrier. 6. A barrier may not be located in a way that allows any permanent structure, equipment, or similar object to be used for climbing the barrier. 7. Instead of a fence, permanent natural or man-made features such as bulkheads, canals, lakes, navigable waterways, etc., adjacent to a pool may be permitted as a barrier when approved. When evaluating such barrier features, the applicable governing body may perform onsite inspections, and review evidence, such as surveys, aerial photographs, water management agency standards and specifications, and any other similar documentation to verify at minimum, the following: the barrier feature is not subject to natural changes, deviations, or alterations and is capable of providing an equivalent level of protection as that provided by a structure, and the barrier feature clearly impedes, prohibits or restricts access to the pool. GENERAL NOTES FOR POOL 1. This POOL will serve 15 units for SALT AIR MOTEL making application for initial construction permit. 2. Code Compliance: Florida Building Code Section 454 6th Ed. 2017. Florida Admin Code (2016 64E-9, FAC). Florida Fire Prevention Code (FFPC) 6th Edition. NFPA 1 Fire Code. NFPA 101 Life Safety Code, and current adopted codes. 3. Electrical equipment wiring & installation including the grounding of pool components shall conform to the 2014 edition of the National Electrical Code® (NEC®) and the 6th ed. of the 2017 FBC Building Chapter 27. Written evidence shall be provided from the electrical contractor of compliance with the National Electrical Code. 4. Overhead service wiring shall not pass within an area extending a distance of 10 feet horizontally away from the inside edge of the pool walls. 5. Provision shall be made for storage of chemicals under roof where access is restricted from unauthorized persons. (Provided by owner). 6. Access to pool deck must meet ADA requirements. 7. No pool tile smaller than 2" on a side shall be used. 8. Pool structure shall be constructed of concrete, watertight, free from structural cracks, & shall have a nontoxic, light in color, smooth, slip resistant finish. 9. Floors and walls shall be white or pastel in color and shall have the characteristics of reflecting rather than absorbing light. The finish coating shall have a dry lightness level (CIE L value) of 80.0 or greater and a wet luminous reflectance value (CIE Y value) of 50.0 or greater, as determined by test results provided by the manufacturer, utilizing testing methodology from American Standard ASTM D4086, ASTM E1477, ASTM E1347. 10. Pool wet decks shall have a min. unobstructed width of 4' around the perimeter of the pool, pool curb, ladders, hand rails, & shall be constructed of concrete or other nonabsorbent material having a smooth slip resistant finish. Pits and crevices more than 3/16" deep not allowed. 11. The pool wet deck shall be uniformly sloped at a min. of 2% to a max. of 4% away from the pool or to deck drains to prevent standing water. Wet deck finishes shall be designed for such use & installed in accordance with manufacturer's specifications. 12. Food or drink service facilities shall not be located within 12' of the water's edge. 13. A min. of (1) rinse shower shall be provided on the deck within the perimeter of the pool, spa, or interactive water feature. 14. Vertical clearance above the pool deck shall be at least 7 feet. 15. Contractor to field route piping & connect to existing using best practices & shortest runs following schematic shown on plans. Where possible eliminate high points in piping, place vent line(s) only if necessary. 16. Contractor to ensure that any landscape irrigation water that wets the wet deck area of the pool, the pool itself, enters the collector tank, or wets an interactive water feature must be potable water from a public water 17. Only NSF60 approved chemicals shall be provided. IF FIELD CONDITIONS DO NOT ALLOW CONSTRUCTION AS SHOWN ON THESE PLAN(S), OR THE CONTRACTOR CHOOSES TO USE DIFFERENT EQUIPMENT OR METHODS, CONTACT THE ENGINEER FOR REVIEW & MODIFICATION. SCALE: N.T.S. VICINITY MAP2 POOL DECK FENCING BY OTHER PERMIT & CONTRACTOR NOTE: MEASUREMENTS SHOWN ABOVE ARE TRAVEL DISTANCES SCALE: 1/4" = 1'-0" PROPOSED SITE PLAN5 - STAMPS AREA - NOT FOR CONSTRUCTION WITHOUT DEPARTMENT APPROVAL ON PLANS Swimming Pool Rules 1. No food or beverages in pool or on wet deck. 2. No glass or animals within fenced pool area (or 50' from unfenced pool). 3. Bathing Load: 10 persons. 4. Pool Hours: DAWN to DUSK 5. Shower before entering pool. 6. DO NOT SWALLOW THE POOL WATER. NO DIVING POOL RECIRCULATION EQUIPMENT: 1 Filtration System - SEE EQUIPMENT SHEET 1 Main Drain Cover - AQUASTAR 1216 VGB, 460 GPM @ 1.5 FPS 1 Hydrostatic Relief Valve 1 Skimmer(s) - WATERWAY, RENEGADE, 540-6200 (NSF 50 MAX FLOW 75 GPM) 4 Wall Return Fittings - HAYWARD SP1419D 1 Static Line Fitting & Grate - HAYWARD SP1022 & SP1026 1 Vacuum Fitting & Spring Loaded Cover SCALE: N.T.S. AERIAL VIEW3 SCALE: 1"=30' OCCUPANTS & LIFE SAFETY PLAN40030'60' SCALE: N.T.S. REQUIRED POOL SIGNAGE THESE PLANS COMPLY WITH 2017 FBC 6TH ED. SECTION 454.1 POOL REGULATIONS SIGN DETAILS 1. All letters shall be a MIN. of 1" in height except "NO DIVING" shall be 4" high. 2. Sign shall be legible from the pool deck. 3. The pool shall NOT be open for swimming at night unless the requirements for lighting, as specified in FBC 454.1.4.2, and rule 64E-9.008 (7), FAC, are met. 4. The sign shall contain at a minimum information in FBC 454.1.2.3.5 and rule 64E-9.008 (6), FAC. 1004.1.1 - OCCUPANT LOADS SWIMMING POOL WATER SURFACE (50 GROSS)AREA/50= 7 SWIMMING POOL DECK (15 GROSS) DECK AREA/15= 152 CALCULATED OCCUPANTS: 159 (2) REQD EXITS PROPOSED POOL LOCATION PROPOSED EQUIP LOCATION PROJECT LOCATION NOTE: POOL GATE PANIC HARDWARE (EXIT CRASH BARS) REQUIRED IN OCCUPANCIES GREATER THAN 300 SANITARY FACILITY REQUIREMENTS 1. Sanitary facilities shall be provided & labeled for each sex & must be located within a 200' walking distance of the nearest water's edge of each pool or spa. 2. For pools up to 2,500 square feet the min. fixture sets are:men's room (1) ea. of a urinal, water closet, & lavatory. The women's restroom shall have (1) water closet & (1) lavatory. 3. Outside access to facilities shall be provided for bathers at outdoor pools & if they are not visible from any portion of the pool deck, signs shall be posted showing directions to the facilities. 4. Directions to sanitary facilities shall be legible from any portion of the pool deck with letters a min. 1 inch high. 5. Sanitary facility floors & all interior access ways or hallways to the facilities shall be concrete or other nonabsorbent material & shall have a smooth slip resistant finish. 6. Carpets, duckboards, & footbaths are prohibited. 7. Sanitary facility floors shall slope to floor drains. 8. A hose bib with vacuum breaker shall be provided within 25' of restrooms to allow for ease of cleaning. 9. Intersection of floor & wall must be coved. 10.Diaper changing tables shall be provided at facilities that cater to families with small children. 11.Restroom doors that do not open outside, shall be within 50 ft of the doors to enter the building. SHEET SHEET OF ©20 2 0 K i m e s E n g i n e e r i n g a n d M a n a g e m e n t S e r v i c e s , I n c . Th i s d r a w i n g i s t h e p r o p e r t y o f K i m e s E n g i n e e r i n g a n d M a n a g e m e n t S e r v i c e s , I n c . & i s n o t t o b e r e p r o d u c e d o r c o p i e d i n w h o l e o r i n p a r t . I t i s o n l y f o r t h e p r o j e c t & si t e s p e c i f i c a l l y i d e n t i f i e d h e r e i n & i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . I t i s t o b e re t u r n e d u p o n r e q u e s t . ORIG. DWG: 36"x24" (ARCH D) A B C D E F G 2 3 4 5 6 7 8 9 10 111 2 3 4 5 6 7 8 9 10 111 \\ K I M E S S R V \ C l i e n t F i l e s \ 2 M i s c C l i e n t s \ F i r s t C o a s t V i k i n g P o o l s \ S a l t A i r M o t e l _ 4 2 5 A t l a n t i c B l v d - 2 0 0 5 2 . 0 \ S a l t A i r M o t e l - 2 0 0 5 2 - P o o l - 2 0 2 0 0 4 1 5 . d w g DE S C R I P T I O N RE V . DW G B Y : CK D B Y : PR I N T E D : PR O J . N O . : SC A L E : DA T E DR A W I N G : 39 9 0 S R 6 4 E . , B r a d e n t o n , F L 3 4 2 0 8 Of f i c e : 9 4 1 - 7 4 9 - 0 3 1 1 ke n t @ k i m e s e n g i n e e r i n g . c o m P. E . 3 3 6 7 8 , C . A . 2 7 1 8 9 - STAMPS AREA - NOT FOR CONSTRUCTION WITHOUT DEPARTMENT APPROVAL ON PLANS THESE PLANS COMPLY WITH 2017 FBC 6TH ED. SECTION 454.1 SA L T A I R M O T E L 42 5 A T L A N T I C B L V D AT L A N T I C B E A C H , F L PO O L SI T E & S P E C I F I C A T I O N S 1 1 3 20 0 5 2 . 0 TR Y -- - 15 - A p r - 2 0 4- A u g - 2 0 AS N O T E D 4'8'0 2' 9'-1"15'-3" 22 ' - 6 " 19 ' - 9 " 31 ' - 0 " 12'-9" 8' - 7 " 15'-0 " CRIT I C A L M I N 15'-0" CRITI C A L M I N VAC R R R R AD A LI F T BA S E F T 3 I N 6 FT 3 IN 9 F T 3 I N 9 FT4 300W LIGHT (OR EQUIVALENT LED) MAIN DRAIN COVER VAC R R R R 4" D R N 1. 3 f p s @ 5 0 g p m 2" S K M R 2. 9 f p s @ 3 0 g p m 1- 1 / 2 " R T N 7. 9 f p s @ 5 0 g p m 2" V A C 2" S T A T I C AD A LI F T BA S E SLOPE 1:39 4' W.D. 3'6" W.D. F T 3 I N 6 FT 3 IN 9 F T 3 I N 9 FT4 12" TYP TREAD 9" T Y P RI S E 28 " M I N . 40 " M A X . MIN. 48" CLR. DECK SPACE 10 " MA X . INSTALL #8 AWG GROUND WIRE AT ALL HANDRAILS & LADDERS TO EQUIPOTENTIAL BONDING LOOP, 4"-6" BLW. SUBGRADE, 18"-24" FROM POOL, BONDED @ (4) PTS. TO POOL SHELL PER NEC 680.26(B)(2)(B) #5 REINFORCING STEEL AT TOP OF WALL STRUCTURE OR (3) #3 REINFORCING BUNDLED W/ MIN. 2 1/2" CLEARANCE 7'-0" MIN. HEAD CLR. MIN. 6" @ 4,000 PSI CONCRETE W/ #3 REBAR @ 12" O.C.E.W. W/ MIN. 2-1/2" CLEARANCE USE MIN. GRADE 40 STEEL WL CORROSION RESISTANT HANDRAIL (SEE NOTES) ENSURE HORIZONTAL PORTION EXTENDS OVER WIDE FIRST STEP FOR MIN 28" ABOVE ALL STEP EDGES 2" MIN 1" MIN. 2" MAX. THE FRONT 3/4 INCH OF THE TREAD & TOP TWO INCHES OF THE RISER SHALL BE TILE, BLACK OR VERY DARK IN COLOR & APPROVED BY THE HEALTH DEPARTMENT, CONTRASTING W/ THE INTERIOR OF THE POOL, TILE SHALL BE SLIP RESISTANT ON BENCHES, STEPS & GUTTER LIP. W.L. MIN. 4'-0" CLR. POOL WALLS USE MIN. 6" 4,000 PSI CONCRETE W/ #3 STL. PLACED @ 12"x12" O.C.E.W. W/ 2-1/2" MIN. CLEARANCE POOL WALLS SHALL BE WITHIN 5° OF VERTICAL FOR A MIN. DEPTH OF 2 1/2 FEET JUNCTION BOX OUTSIDE OF DECK (TYP) INSTALL #8 AWG WIRE EQUIPOTENTIAL BONDING LOOP, 4"-6" BLW. SUBGRADE, 18"-24" FROM POOL, BONDED @ (4) PTS. TO POOL SHELL PER NEC 680.26(B)(2)(B) CONDUITGROUNDING CLAMP MAIN DRAIN TO COLLECTOR TANK HYDROSTATIC RELIEF (OPTIONAL) 15 " MA X . 1' - 6 " MI N . 7' - 0 " M I N . HE A D C L E A R A N C E AB V . D E C K 2" VACUUM LINE & FITTING W/ SPRING LOADED COVER UNDERWATER LIGHT 18" MIN. BLW. NORMAL WATER LEVEL (TYP) 6" GLAZED TILE R2'-6" M A X . @ 5 ' D E E P VARI E S W / D E P T H PRE-APPROVED BY HEALTH DEPT LIGHT IN COLOR 3/8" SMOOTH SLIP RESISTANT FINISH TO COVER WALLS, FLOOR, STEPS & SUMP USE MIN. GRADE 40 STEELSUMP PER ASME A112.19.8-2007 (OR APPROVED SUMP PRODUCT) W/ AQUASTAR 1216, 474 GPM CAP. @ 1.5 FPS OR OTHER VGB COMPLIANT DRAIN COVER. 8" M I N AB V . GR A D E POOL DECK W/ NON-SLIP FINISH, 4" 2,500 PSI CONC. W/ 6x6 W.W.M. OR FM OR PAVERS SLOPED 2%-4% AWAY FROM POOL STATIC RETURN 1' - 0 " MI N . CONTRACTOR OPTION TO ENCASE SKIMMER IN CONCRETE W/ POOL SHELL DECK W/ NON-SLIP FINISH SLOPE DECK AWAY FROM POOL 2%-4% (TYP) LID TO BE FLUSH W/ DECK MARBLE BRIDGE BRICK COPING MAX 1-1/2" OVERHANGSKIMMER W.L. 2" SKIMMER LINE TO RECIRCULATION PUMP 6" GLAZED TILE 1' - 0 " 1' - 0 " 12" MAX. 28 " M I N . 40 " M A X . 7' - 0 " M I N . HE A D C L E A R A N C E AB V . D E C K 3"-6" CLEARANCE TREAD TO WALL #8 AWG GROUND WIRE@ HANDRAILS & LADDERS BOND TO POOL STEEL & BOND LOOP INSTALL #8 AWG WIRE EQUIPOTENTIAL BONDING LOOP, 4"-6" BLW. SUBGRADE, 18"-24" FROM POOL, BONDED @ (4) PTS. TO POOL SHELL PER NEC 680.26(B)(2)(B) POOL WALLS USE MIN. 6" 4,000 PSI CONCRETE W/ #3 STL. PLACED @ 12"x12" O.C.E.W. W/ 2-1/2" MIN. CLEARANCE POOL WALLS SHALL BE WITHIN 5° OF VERTICAL FOR A MIN. DEPTH OF 2 1/2 FEET POOL MIN. 48" CLR. DECK SPACE POOL DECK W/ NON-SLIP FINISH, 4" 2,500 PSI CONC. W/ 6x6 W.W.M. OR FM OR PAVERS SLOPED 2%-4% AWAY FROM POOL CORROSION RESISTANT CROSS-BRACED LADDER W/ NON-SLIP RUNGS 7' - 0 " M I N . HE A D C L E A R A N C E AB V . D E C K MIN. 60" CLR. DECK SPACE 1'-6" MIN. 3'-6" MAX. 2' - 0 " LIFT FOUNDATION / ANCHOR. POOL DECK W/ NON-SLIP FINISH, 4" 2,500 PSI CONC. W/ 6x6 W.W.M. OR FM OR PAVERS SLOPED 2%-4% AWAY FROM POOL POOL WALLS WITHIN 5° OF VERTICAL FOR A MIN. DEPTH OF 2 1/2 FT #8 AWG BOND WIRE TO EQUIPOTENTIAL BONDING LOOP NOTES STRUCTURAL NOTES ·CONCRETE: MIN. 2,500 PSI @ 28 DAYS ·REINFORCING STEEL: MIN. ASTM A615 GR 40 ·STEEL LAP: #3 BARS MIN. 15", #5 BARS MIN. 25" ·MIN. CLEARANCE TO SOIL: #3 BARS 2-1/2", #5 BARS 3" ·PLACE FOOTING STRUCTURE ON UNDISTURBED EARTH OR FILL COMPACTED TO 2,000 PSF 24 " 24" 40 " (5) 78"(L) x 18" SQ. #3 REBAR STIRRUPS @ 8" O.C. TIED AT ALL CROSSINGS BONDING CLAMP BONDING LUG LIFT ANCHOR EMBEDDED IN CONCRETE CONNECT WIRE TO POOL BONDING OR DIRECTLY TO PUMP BOND (2) 34" #5 REBAR @ TOP (2) 34" #5 REBAR @ BOT. W/ MIN. 3" COVER REQD. 1. LOCATE & INSTALL LIFT ACCORDING TO (IN THE FOLLOWING ORDER): ·6TH EDITION (2017) FBC - ACCESSIBILITY ·THE MANUFACTURER'S RECOMMENDATIONS 2. THE INFORMATION IN THIS SPECIFICATION COMPLIES W/ ALL VOLUMES AND AMENDMENTS OF THE 6TH EDITION (2017) FBC. - STAMPS AREA - NOT FOR CONSTRUCTION WITHOUT DEPARTMENT APPROVAL ON PLANS SCALE: 1/4" = 1'-0" POOL LAYOUT1 4'8'0 2' NOTE: 1. MIN 6 RETURNS SPACED MAX 20 FT APART. 2. 1 RETURN ACROSS FROM EACH SKIMMER 3. 1 VACUUM LINE MAXIMUM 15" BELOW WATER 4. RETURN LINE MIN 12" BELOW WATER 6 2 3 2 4 2 5 2 THESE PLANS COMPLY WITH 2017 FBC 6TH ED. SECTION 454.1 ADDITIONAL STRUCTURAL NOTES ·Use minimum ASTM A615 Grade 40 Steel ·Lap #3 bars minimum 15" ·Lap #5 bars minimum 25" ·6" Shell thickness and 2-1/2" concrete coverage are minimums ·Use 4,000 psi concrete ·It is highly recommended to use shotcrete and to have nozzle man or supervisor of shoot to hold an ACI Nozzleman Certification. ·Pool steel shall be tied minimum every other crossing and the certified shoot supervisor shall assure steel meets clearance to soil throughout the shoot. ·Contractor / Owner required to: ··Obtain a soils report for the pool area to confirm a minimum 2,000 psf soil bearing capacity ··When buried debris is encountered or questionable conditions are indicated at the work site prior / during construction, a subsurface consultant shall conduct boring(s) in the area of the pool to confirm soil bearing capacity, clear of buried debris, & verifying ground water level ··All modified soils & earth fill under proposed pool area shall meet a soil density and compaction minimum of 95% modified proctor without settlement. DEPTH MARKERS 1. All depth markings shall be tile. 2. Depth markings shall indicate depth within 3 inches when measured 3 feet from pool wall at normal water level. 3. Depth markings shall be maximum 25 feet in perimeter distance apart. 4. Depth markings & "No Diving" signs shall have letters & numbers a min. 4 inches high in contrasting color. "No Entry" markings shall be slip resistant tile w/ 4" letters. 5. Wall markings shall be placed at the back of the gutter. With prior approval, marking may be located on the pool wall at the water level. 6. A RED 4 inch International "NO DIVING" symbol may be substituted for "NO DIVING" tiles. 7. Deck markings shall be within 2 feet of the water. 8. Horizontal markings shall have slip resistant finish. Wall Marking Deck Marking Example: 3 FT 6 IN 3 FT 6 IN NO DIVING MUST VERIFY DEPTH AT MARKER LOCATION FT3 IN6 6" 6"MIN. 4" STEP & LADDER NOTES FOR POOL 1. Stairs shall have a minimum tread width of 10 inches and minimum tread length of 24 inches (12 inches for spa.) 2. Stair risers shall be a maximum of 10 inches and shall be uniform between the top and bottom treads. 3. The front ¾ inch to 2 inches of the tread and top two inches of the riser shall be tile, dark in color, contrasting with the interior of the pool. Tile shall be slip resistant. 4. The handrail shall be anchored in the bottom step and the deck. 5. Handrails and ladders shall be grade #304 stainless steel with mirror finish. 6. Handrails shall extend at least 28 to 40 inches above each step edge and deck. 7. Secure each ladder and handrail to deck and pool with deck anchor sockets covered with escutcheon plates. 8. Ladders shall be cross-braced and extend 28 inches above deck. 9. Ladder treads shall be slip resistant and have 3" to 6" clearance to pool wall. 10.The top rung of ladders shall be at the water level on open gutter pools, on all other type pools to a maximum 12" below the deck or curb. OUTDOOR POOL LIGHTING NOTES 1. Artificial lighting shall be provided at all swimming pools which are to be used at night so that all portions of the pool, including the bottom, may be readily seen without glare. 2. Overhead lighting shall provide a minimum of 3 foot candles of illumination at the pool water surface and pool deck surface if ½ watt sf pool area provided in under water lighting. 3. Underwater lighting shall be a minimum of ½ watt per square foot of pool water surface area to allow night swimming with 3 foot candles overhead lighting if to be open after dusk. 4. When underwater lighting is less than 12 watt per sf pool area, overhead lighting shall provide 15 foot candles on pool surface and wet deck areas if to be open after dusk. 5. Underwater lighting shall utilize transformers and low voltage circuits with each underwater light being grounded. 6. The maximum voltage for each underwater light shall be 15 volts, and the maximum incandescent lamp size shall be 300 watts. 7. The location of underwater lights shall be such that the illumination is as uniform as possible and shall not be less that 18 inches below the normal operating water level or according to manufacturer specifications. 8. All underwater lights which depend upon submersion for safe operation shall have protection from overheating when not submerged. 9. When LED lights are used, the equivalent incandescent watts illumination shall be stated from manufacturer information. SHEET SHEET OF ©20 2 0 K i m e s E n g i n e e r i n g a n d M a n a g e m e n t S e r v i c e s , I n c . Th i s d r a w i n g i s t h e p r o p e r t y o f K i m e s E n g i n e e r i n g a n d M a n a g e m e n t S e r v i c e s , I n c . & i s n o t t o b e r e p r o d u c e d o r c o p i e d i n w h o l e o r i n p a r t . I t i s o n l y f o r t h e p r o j e c t & si t e s p e c i f i c a l l y i d e n t i f i e d h e r e i n & i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . I t i s t o b e re t u r n e d u p o n r e q u e s t . ORIG. DWG: 36"x24" (ARCH D) A B C D E F G 2 3 4 5 6 7 8 9 10 111 2 3 4 5 6 7 8 9 10 111 \\ K I M E S S R V \ C l i e n t F i l e s \ 2 M i s c C l i e n t s \ F i r s t C o a s t V i k i n g P o o l s \ S a l t A i r M o t e l _ 4 2 5 A t l a n t i c B l v d - 2 0 0 5 2 . 0 \ S a l t A i r M o t e l - 2 0 0 5 2 - P o o l - 2 0 2 0 0 4 1 5 . d w g DE S C R I P T I O N RE V . DW G B Y : CK D B Y : PR I N T E D : PR O J . N O . : SC A L E : DA T E DR A W I N G : 39 9 0 S R 6 4 E . , B r a d e n t o n , F L 3 4 2 0 8 Of f i c e : 9 4 1 - 7 4 9 - 0 3 1 1 ke n t @ k i m e s e n g i n e e r i n g . c o m P. E . 3 3 6 7 8 , C . A . 2 7 1 8 9 - STAMPS AREA - NOT FOR CONSTRUCTION WITHOUT DEPARTMENT APPROVAL ON PLANS THESE PLANS COMPLY WITH 2017 FBC 6TH ED. SECTION 454.1 SA L T A I R M O T E L 42 5 A T L A N T I C B L V D AT L A N T I C B E A C H , F L PO O L PO O L L A Y O U T 2 2 3 20 0 5 2 . 0 TR Y -- - 15 - A p r - 2 0 4- A u g - 2 0 AS N O T E D SCALE: 1/4" = 1'-0" PROPOSED PLUMBING SCHEMATIC LAYOUT24'8'0 2' SCALE: N.T.S. POOL STEP SECTION5 SCALE: N.T.S. POOL DEEP END SECTION4 SCALE: N.T.S. POOL EDGE TILE DETAIL7 SCALE: N.T.S. POOL LADDER SECTION3 SCALE: N.T.S. ADA POOL LIFT FOUNDATION SECTION8 SCALE: N.T.S. POOL SKIMMER SECTION6 NOTE: MAKE SURE OUTSIDE EDGES OF LADDER TREADS ARE MAX 6" FROM WALL AND CENTER OF TREAD IS MIN 3" FROM WALL. 8 2 15'-3" 22 ' - 6 " ( 3 ) R @ 1 0 " ( 3 ) T @ 1 2 " 9" EST. RISER 8" EST. RISER 5'-5" 1 ' - 2 " FRONT VIEW 40.5" 7" 39" 44" 79" 83" NOTES: 1. ALL TANKS HAVE COVED CORNERS. 2. ALL FILTER TANKS HAVE SLOPED FLOOR TO DRAIN. 3. ALL PIPING "NSF-PW" APPROVED / ALL ELECTRICAL WIRING IN COMPLIANCE WITH NEC. 4. ELECTRICAL INTERLOCK OF ELECTRICAL FEED EQUIPMENT WITH RECIRCULATION PUMP. 5. HYDRAULIC INTERLOCK OF EROSION FEED EQUIPMENT WITH RECIRCULATION PUMP FLOW. 6. PROPORTIONING VALVES WHERE REQUIRED: 2 1 2" AND UNDER - JANDY DIVERTER 3" AND ABOVE - BUTTERFLY VALVE 7. COMPLIES WITH THE 6TH EDITION OF THE FLORIDA BUILDING CODE. SIDE VIEW VAK PAK CB416 SERIES CABINET DETAILS 24" LIFTING BAR LIFTING BAR PLAN VIEW FRONT VIEW VALVES AND PIPE SIZES SKIMMER (DIRECT SUCTION)2" RETURN LINE 1.5" PUMP TO WASTE 1.5" VACUUM LINE 2" RECIRCULATION SUCTION 2.5" FROM HEATER 1.5" TO HEATER 1.5" FLOOR DRAIN 2" MAIN (COLLECTOR TANK)4" FRESH WATER (COLLECTOR TANK)1" OVERFLOW (COLLECTOR TANK)2" STATIC LINE (COLLECTOR TANK)2" COLLECTOR TANK GALLONS 60 CARTRIDGE FILTER SYSTEM CS52WPCV 3,120 GALLONS IN 1 HR, 52 GPM @ 60 TDH, 225 SQ.FT TOTAL HAYWARD C2030 CARTRIDGE FILTER, 225 SQ.FT 3/4HP PENTAIR, WFE-3 RECIRCULATION PUMP, 57 GPM @ 60 TDH, 1PH 208-230V, 6" STRAINER 1.5" FLOWVIS FLOWMETER, FV-C-1.5, 10-90 GPM 2 PRESSURE GAUGES, 0# TO 60# GENERAL INSTRUMENT THERMOMETER, 32° TO 248° CL2 FEEDER BY STENNER, MODEL 45M2, 10 GPD, 20P GALLON CHEMICAL CONTAINER PH FEEDER BY STENNER, MODEL 45M2, 10 GPD, 20P GALLON CHEMICAL CONTAINER SIEMENS ELECTRIC PANEL, MAIN LUG, 12 CIRCUIT 1PH 120/208-230V 125 AMPS SERVICE LIGHT, MINIMAL 30FT CANDLES, MINIMUM 60 WATT BULB COOLTRON EXHAUST FAN, FA2589B11T7C, 120V F L O W 2" VACUUM 1.5" TO HEATER 3/4HP RECIRC. PUMP 1.5" WASTE PRESSURE GAUGE 2" RECIRC. SUCTION 2" SKIMMER THERMOMETER SERVICE LIGHT PRESSURE GAUGE SIEMENS ELECTRIC PANEL CARTRIDGE FILTER 6'-9" 3' - 5 " FLOOR DRAIN 2534" 1534" 2534" 1534" TO PH FEEDER PUMP TO CL2 FEEDER PUMP NOTE: LEAVE AT LEAST 3" OF CROCK BODY ABOVE GRADE TO PREVENT WATER SEEPAGE EXHAUST FAN W/ VENT VENT PH FEEDER CL FEEDER 2' - 0 " CO LOCKABLE ACCESS 19" 2'-0" 10 " 21" W.L W.L 1" FRESH WATER 2" SUCTION 2" STATIC LINE 2" OVERFLOW 4" MAIN 2'-0" PLAN VIEW FRONT VIEW RIGHT VIEW 4" MAIN 2" SUCTION LID DETAIL VIEW 4" MAIN 1.5" FROM HEATER 1.5" FLOVIS FLOWMETER 1.5" RETURN LINE D GF B P1 C B M L OP T I O N A L JU N C T I O N BO X PANEL FEED BY OTHERS K F.S. POOL EQUIPMENT LIST FIXTURE SCHEDULE CONDUCTORS PANEL SCHEDULE: 1PH, 3-WIRE, 120/240VAC; INSULATED/BONDABLE NEUTRAL, 10K AIC MARK ITEM DESCRIPTION VOLTAGE PH N GND CND CKT POLE TRIP FLA NOTES MAIN LUG BREAKER PANEL (20 SP, 24 CKT) EATON, BR2024N125R 120/240V (2)#1 (1)#1 (1)#8 1-1/2" MIN. REQD. SIZE CONDUCTORS, PANEL FEED BY OTHERS GFCI PASS & SEYMOUR 115V (1)#12 (1)#12 (1)#12 1/2" 1 1 20 3.0 SERVICE LIGHT INTERMATIC WPXG11GCI 100W 115V (1)#12 (1)#12 (1)#12 1/2" 2 1 20 1.5 RECIRC. PUMP PENTAIR WHISPERFLO WFE-3, .75HP 230V*(2)#8 -(1)#8 1" 3 2 20 8 CHLORINE FEEDER STENNER 45M2 120V MFR. CORD N/A N/A N/A 1.7 INTERLOCKED W/ FS ACID FEEDER STENNER 45M2 120V MFR. CORD N/A N/A N/A 1.7 INTERLOCKED W/ FS LIGHT TIMER INTERMATIC TP104 120V (1)#12 (1)#12 (1)#12 1/2"5 1 20 1.0 LIGHT TRANSFORMER INTERMATIC PX300 300W; 120/12V 120V (1)#12 (1)#12 (1)#12 1/2"6 1 20 2.5 CONNECT TO CKT 5 NOTE #1: ALL CONDUCTORS AND CONDUIT PROVIDED AND INSTALLED BY OTHERS NOTE #2: INSTALL ACCORDING TO NEC REQUIREMENTS & MFG RECOMMENDATIONS NOTE #3: GFCI BREAKERS ON SINGLE PHASE PUMP CIRCUITS RATED 15A OR 20A TOTAL LOAD 19.4 AMPS P1 B C D F G K L POOL RECIRC. RTNS PI EQ U I P A R E A 1-1/2" SKIMMERS W/ PLUGGED EQ LINE STATIC 4" M.D. POOL DRAIN pH CL PITI VERIFY MFR. REQ. STRAIGHT LENGTHS FI 2" SKMR W.L. COLLECTOR TANK S S.O. 1" S U P P L Y 2" O V E R F L O W 3" LOCKABLE COVER REQ'D. W.L. 6" 2 DIA. MIN. 5 DIA. MIN. 2-1/2"VAC 2" VAC 2-1/2" HUB DRAIN W/ AIR GAP PI PRES. CARTRIDGE FILTER HAYWARD, C2030 EST. 225 SF @ 83 GPM POOL RECIRC. PUMP PENTAIR WHISPERFLO WFE-3, .75 HP EST. 57 GPM @ 60 FT TDH CAPPED FUTURE HEATER CONNECTIONS FIELD VERIFY PUMPS ELEC. INTERLOCKED VIA FLOW SWITCH FS 1- 1 / 2 " FLOW PROPORTIONAL VALVE SCHEMATIC LEGEND PRESSURE/VACUUM GAUGE TEMP. GAUGE (THERMOMETER) CHEMICAL FEEDER CHECK VALVE FLOW METERFI TI PI FLOW SWITCHFS PENTAIR MODEL 320 2 " AI R G A P NOTE: LOAD EROSION FEEDER WITH DECHLORINATION TABLETS OR GRANULES PRIOR TO WASTE DISCHARGE TO DRAIN WASTE HUB LINE TO ON-SITE STORM WATER PROVIDED BY SITE GC WASTE DISCHARGE FROM PUMP AND/OR SEPARATOR / FILTER * WASTE NOTE * POOL CONTRACTOR SHALL COORDINATE POOL BACKWASH / WASTE CONNECTION WITH GC. WASTE SHALL FLOW ONLY TO AN APPROVED SYSTEM IN ACCORDANCE WITH LOCAL AND STATE CODE REQUIREMENTS - STAMPS AREA - NOT FOR CONSTRUCTION WITHOUT DEPARTMENT APPROVAL ON PLANS FI L T R A T I O N / R E C I R C U L A T I O N / D I S P L A Y P. O . B o x 3 2 6 4 - J a c k s o n v i l l e , F l o r i d a 3 2 2 0 6 - ( 9 0 4 ) 3 5 3 - 4 4 0 3 in c . CO M M E R C I A L SY S T E M S THESE PLANS COMPLY WITH 2017 FBC 6TH ED. SECTION 454.1 SCALE: N.T.S. ELECTRICAL SPECIFICATIONS1 SCALE: N.T.S. EQUIPMENT PACK2 EQUIPMENT AREA REQUIREMENTS 1. Equipment designated by the manufacturer for outdoor use may be located in an equipment area, all other equipment must be located in an equipment room or enclosure. 2. Plastic pipe subject to a period of prolonged sunlight exposure must be coated to protect it from ultraviolet light degradation. 3. An equipment area shall be surrounded with a fence at least 4 ft high on all sides not confined by a building or equivalent structure, using a self-closing and self-latching gate with a locking device shall be provided if necessary for access. 4. All fencing or installed gates, shall be at least 4 ft high on all sides & using members spaced that shall not allow passage of a 4 inch diameter sphere. 5. An equipment room shall be protected on at least three sides and overhead. The fourth side may be a gate, fence, or open if otherwise protected from unauthorized entrance. 6. An equipment enclosure shall be lockable or otherwise protected from unauthorized access. This access security shall be installed on all pool equipment areas. 7. The equipment enclosure, area or room floor shall be of concrete or other nonabsorbent material having a smooth slip resistant finish and shall have positive drainage, including a sump pump if necessary. 8. Ancillary equipment, such as a heater, not contained in an equipment enclosure or room shall necessitate a fenced equipment area as described above. 9. Equipment enclosures or rooms shall have either forced draft or cross ventilation. 10.The opening to the equipment room or area shall be a minimum of three feet by six feet and shall provide easy access to the equipment. 11.A hose bibb with vacuum breaker shall be located in the equipment room or area. 12.The equipment enclosure, room or area shall provide a minimum 24" clear working space in front of equipment to access & perform routine operations. Contractor to verify the space requirements with mfr. recommendations prior to construction. Conflicts require that the contractor to contact the engineer before proceeding. 13.Clearance shall be provided for all equipment as prescribed by the manufacturer to allow normal maintenance operation and removal without disturbing other piping or equipment. 14.Equipment enclosures, rooms or areas shall not be used for storage of chemicals emitting corrosive fumes or for storage of other items to the extent that entrance to the room for inspection or operation of the equipment is impaired. 15.In rooms with fixed ceilings, the minimum height shall be 7 ft. 16.Equipment enclosures, rooms or areas shall be lighted to provide 30 foot candles of illumination at floor level. 17.All chemical solution tanks must be clearly labeled to indicate the contents. 18. Equipment rooms shall have forced draft or cross ventilation. All below-grade equipment rooms shall have a stairway access with forced draft ventilation or a fully louvered door and powered intake within 6 inches of the floor. RECIRCULATION NOTES 1. The main drain grate shall be at the deepest point of the pool and the depth shall not deviate more than 3" from the side wall depth. 2. Plastic pipe exposed to sunlight shall be coated for UV protection. 3. Plastic Pipe shall have NSF-PW seal of approval. 4. Wall inlets shall be directionally adjustable and do not protrude into the pool. 5. Disposal of pool wastewater shall conform to State and County requirements. 6. Pool makeup water supply shall be from an approved potable water system and shall have an air break at point of fill. 7. Chlorine and pH adjustment feeders shall be electrically interlocked with the operation of the recirculation pump. 8. The lip of the gutter (if used) shall be uniformly level with a maximum tolerance of 1/4" between high & low areas. 9. When flow is split within equipment area, provide equal pipe lengths & fittings from split to rejoin of flow. 10.Floor returns (if used) shall be flush with pool surface and flow adjustable. 11.Wall inlets (if used) shall be minimum 12" below water level. SHEET SHEET OF ©20 2 0 K i m e s E n g i n e e r i n g a n d M a n a g e m e n t S e r v i c e s , I n c . Th i s d r a w i n g i s t h e p r o p e r t y o f K i m e s E n g i n e e r i n g a n d M a n a g e m e n t S e r v i c e s , I n c . & i s n o t t o b e r e p r o d u c e d o r c o p i e d i n w h o l e o r i n p a r t . I t i s o n l y f o r t h e p r o j e c t & si t e s p e c i f i c a l l y i d e n t i f i e d h e r e i n & i s n o t t o b e u s e d o n a n y o t h e r p r o j e c t . I t i s t o b e re t u r n e d u p o n r e q u e s t . ORIG. DWG: 36"x24" (ARCH D) A B C D E F G 2 3 4 5 6 7 8 9 10 111 2 3 4 5 6 7 8 9 10 111 \\ K I M E S S R V \ C l i e n t F i l e s \ 2 M i s c C l i e n t s \ F i r s t C o a s t V i k i n g P o o l s \ S a l t A i r M o t e l _ 4 2 5 A t l a n t i c B l v d - 2 0 0 5 2 . 0 \ S a l t A i r M o t e l - 2 0 0 5 2 - P o o l - 2 0 2 0 0 4 1 5 . d w g DE S C R I P T I O N RE V . DW G B Y : CK D B Y : PR I N T E D : PR O J . N O . : SC A L E : DA T E DR A W I N G : 39 9 0 S R 6 4 E . , B r a d e n t o n , F L 3 4 2 0 8 Of f i c e : 9 4 1 - 7 4 9 - 0 3 1 1 ke n t @ k i m e s e n g i n e e r i n g . c o m P. E . 3 3 6 7 8 , C . A . 2 7 1 8 9 - STAMPS AREA - NOT FOR CONSTRUCTION WITHOUT DEPARTMENT APPROVAL ON PLANS THESE PLANS COMPLY WITH 2017 FBC 6TH ED. SECTION 454.1 SA L T A I R M O T E L 42 5 A T L A N T I C B L V D AT L A N T I C B E A C H , F L PO O L EQ U I P M E N T S P E C I F I C A T I O N S 3 3 3 20 0 5 2 . 0 TR Y -- - 15 - A p r - 2 0 4- A u g - 2 0 AS N O T E D SCALE: N.T.S. EQUIPMENT SCHEMATIC1