Lake_Visit_Pool_Drawings_-_Site_Plan.pdf

ELASTOMERIC SELANT:

SIKAFLEX OR APPD. EQ. EXISTING CONCRETE DECK

CLOSED CELL POLYETHYLENE

FOAM BACKER ROD

(SIZE TO BE DETERMINED)

SCALE: N.T.S.

POOL DECK EXPANSION JOINTG1

CONCRETE

DECK (BEYOND)

6' -7

" T O

W

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3'-0"

SW

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1' -0

3'-0"

1' -0

1'

-0

LAP LANE

WALL TARGET

GUTTER LIP

4'-0" MIN

TO WALL

7'-0" MIN

BTWN LAP

LANES

1'-0"1'-0" 1'

-0

LAP LANE

MARKED BY TILE

OR POOL PAINT

CENTERED

ON FLOOR

LAP LANE

SCALE: N.T.S.

COMPETITION LAP LANE DETAILF1

NOTE: ALL LAP LANE TILES

SHALL BE SLIP RESISTANT

IN LESS THAN 5FT WD

ELEVATION PLAN

CONTRACTOR TO VERIFY ALL

FIXED METAL PARTS WITHIN

5 FEET OF WATER SHALL BE

CONNECTED TO EQUIPOTENTIAL

BOND PER NEC 680.26(B)(2)(B)

WITH (1) #8 AWG GROUND WIRE

TILE ON

GUTTER LIP

MIN 2" ON

POOL WALL

THE FRONT 3/4 INCH OF THE TREAD & TOP TWO INCHES OF THE

RISER / GUTTER LIP 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.

" M

IN

" M

AX

NOTE: ALL TREAD WIDTHS

& RISER HEIGHTS TO BE

UNFORM WITHIN 1/2"

SLOPE

MIN. 48" CLR.

DECK SPACE

EXISTING RAIL

ANCHOR SET

IN CONCRETE

7' -0

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3/4" MIN.

2" MAX.

CORROSION RESISTANT

HANDRAIL (SEE NOTES)

ENSURE HORIZ. PORTION

EXTENDS OVER WIDE

FIRST STEP FOR MIN 28"

ABOVE ALL STEP EDGES

SCALE: N.T.S.

POOL STEP SECTIONF1

REF.

DET. G1

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. In lieu of gates as stated above, access points from public spaces may be through doors meeting the same self closing & latching requirements as the gate. Operable parts for these access point doors shall be between 45" to 48" from the finished walking surface.

6. A wall of a cabana or equipment room may serve as part of the barrier.

7. 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.

8. 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.

9. Access from dwelling units shall be through self-closing & latching lockable gates meeting all criteria as #4 above.

10.If the dwelling unit access gate is self closing & latching and is also self-locking via key lock, electronic opener or integral combination lock, then the operable parts of such devices shall be a 34" to 48" above the finished walking surface.

GENERAL NOTES FOR POOL

1. This POOL serves LAKE VISTA PARK making application for modification permit.

2. Code Compliance: 7th Ed. (2020) Florida Building Code, Section 454. Florida Admin Code

(2016 64E-9, FAC). Florida Fire Prevention Code (FFPC) 7th Edition, Florida Administrative Code (F.A.C.) and Florida State Statute (F.S.) 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 2017 edition of the NFPA 70, National Electrical Code (NEC) and the 7th Ed. (2020) 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 source. If reclaimed water is used for irrigation within 100' of the waters edge, drip or soaker hoses must be used, and signs posted notifying pool patrons that reclaimed water is in use and is not to be consumed.

17. Only NSF60 approved chemicals shall be provided.

18. 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.

19. If settling or weathering occurs that causes standing water on the pool deck, the original slopes shall be restored and/or corrective drains installed.

20. A portable or robotic vacuum system shall be provided. During use of the vacuum system the pool shall be closed to all bathers.

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.

Swimming Pool Rules

1. No food or beverages in the pool or on pool wet deck. Commercially bottled water in plastic bottles is allowed on the pool wet deck for pool patron hydration.

2. No glass or animals within fenced pool area (or 50' from unfenced pool).

3. Bathing Load: 139 persons.

4. Pool Hours: DAWN to DUSK

5. Shower before entering pool.

6. DO NOT SWALLOW THE POOL WATER.

NO DIVING

POOL MAXIMUM DEPTH:12.5 FEET

SCALE: N.T.S.

REQUIRED POOL SIGNAGED8

POOL REGULATIONS SIGN DETAILS

1. All letters shall be a MIN. of 1" in height, except "NO DIVING" shall be 4" high &

"POOL MAXIMUM DEPTH: ___ FEET" shall be 2" high.

2. Sign shall be legible from the pool deck.

3. The sign shall contain at a minimum information in FBC 454.1.2.3.5 and rule

64E-9.008 (6), FAC.

BUILDING CODE COMPLIANCE:

CODES: 7th ed. (2020) FBC BUILDING

7th ed. (2020) FBC ACCESSIBILITY

64E-9 FLORIDA ADMINISTRATIVE CODE (FAC)

2017 NATIONAL ELECTRICAL CODE

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 from 5,001 up to 7,500 square feet the min. fixture sets are:men's room (2) urinals, (2) water closet, & (2) lavatories. The women's restroom shall have (6) water closets & (2) lavatories.

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.

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- STAMPS AREA -

NOT FOR CONSTRUCTION WITHOUT DEPARTMENT APPROVAL ON PLANS

THESE PLANS COMPLY WITH 7TH ED. (2020) FBC SECTION 454.1

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SCALE: N.T.S.

VICINITY MAPA8SCALE: 1"=10'

PROPOSED SITE PLANA1

PROJECT

LOCATION

00 10' 20'

GENERAL SCOPE OF WORK

1. Contractor to ensure adequate dewatering of the surrounding pool and spa areas sufficient to prevent floatation damage to the pool structure.

2. De-chlorinating the pool & spa water prior to draining the pool or spa.

3. Remove existing layers of finish on walls due to excessive thickness beyond gutter.

4. Preparation of the pool & spa surface for resurfacing, including removing hollow spots, sand-blast or hydro-blast, wash, and bond coat.

5. Replace existing pool & spa drain covers with new, presenting product cut sheets to engineer for shop drawing approval & and certifying DH 4157 after installation.

6. Contractor to present finish options with code compliant colors and tile products for client approval prior to installation.

7. Remove & Replace ALL tile and prepare surfaces to add new non-skid tile to pool, gutter & step edges.

8. Resurface the pool floor, walls, steps, drains, and gutter (as reqd.)

9. Contractor verify and replace with like sizes all handrails and crossbraced ladders with new equipment and is electrically bonded (*rails, mounting hardware, brackets, escutcheon plates.)

10.Contractor to provide new expansion joint material between pool deck and pool curb

11. Verify ADA pool lift is operable and electrically bonded, remove prior to pool resurfacing, store and replace at completion and preparation for reopening of pool.

12.Pool service responsible for filling of pool and rebalancing of chemicals upon completion

(reference contractor to clarify further details to scope of work as needed)

TYPICAL DECK EXPANSION JOINT REPAIR NOTE:

1. Contractor must follow manufacturer instructions for use of all products for the expansion joint.

2. Use SIKAFLEX or equal approved by the engineer.

3. Strip existing joint materials and prepare for application.

4. Use closed cell polyurethane back rod 25% larger than open joint space, to be field verified.

5. For joints 1/2" or less, apply sealant at maximum 1:1 depth:width ratio.

6. For joints 1/2"-1", sealant depth should be approximately 1/2:1 depth:width ratio.

7. For joints wider than 1", contact engineer for possible changes in product.

SWIMMING POOL

TO BE RESURFACED

REFERENCE EXPANSION

JOINT NOTES FOR BACK TO

BEAM TO POOL DECK, TYP.

REFERENCE EXPANSION

JOINT NOTES FOR BACK TO

BEAM TO POOL DECK, TYP.

REF. DET. G1, TYP. AT PERIMETER

OF POOL BEAM TO DECK

SPALLED AREAS OF POOL BEAM OR

DECK CONCRETE TO BE REWORKED

AND MIN. 1" THK SKIMCOAT APPLIED

DEPTH MARKERS

1. All depth markings shall be tile and markings shall be flush with the surrounding area where placed and recessed if necessary.

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"

FT 3

IN 6

NO DIVING

FT3

IN6

6"

24" MAX.

6" 6"

4"

6"

EDGE TILE -

SEE DETAIL F1

NO DIVING

TOO

SHALLOW

CONTRACTOR TO ENSURE ALL

METAL PARTS WITHIN 5 FT OF

POOL WATER ARE CONNECTED

TO ELECTRICAL BOND PER NEC REF. DEPTH MARKER NOTES,

CONFIRM DEPTHS AT EACH MARKER

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NOT FOR CONSTRUCTION WITHOUT DEPARTMENT APPROVAL ON PLANS

THESE PLANS COMPLY WITH 7TH ED. (2020) FBC SECTION 454.1

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COMMERCIAL POOL/SPA REQUIREMENTS FOR RESURFACING OF A POOL/SPA

Resurfacing the pool interior to the original non-toxic slip-resistant and smooth specifications or equivalent replacement of equipment are not considered modifications. However, the following items shall be addressed during resurfacing projects:

1. The lip of the gutter must be leveled to within 1/4 inch between the highest and lowest point and the downward slope from the lip to the drain must be maintained as originally designed or increased, but shall not exceed new construction standards.

2. Tile step markings must be installed meeting the requirements of subparagraph FBC 454.1.2.5.3. [Dark contrasting color, slip resistant, and correct size.]

3. Where applicable the slope break marking must be installed meeting the requirements of subparagraph FBC 454.1.2.2.3.2, and the safety line must be installed two feet before the marking. [2" to 6" wide dark contracting, slip resistant marking, among other requirements.]

4. Depth markers and NO DIVING markers must be installed in accordance with subparagraph FBC 454.1.2.3.1.

5. The pool ladder must have a three to six inch clearance from the pool wall. New cross braced ladder(s) shall be installed in place of non-cross braced ladder(s) in conformance with FBC 454.1.2.5 during a pool resurfacing. [Cross braced, 28" to 40" high, bottom braces shall contact pool wall with intact end caps or bumpers, top rung at or below water level on gutter & max 12" below.]

6. Should resurfacing affect the step riser heights, no riser shall exceed 12 inches and the intermediate risers shall be uniform.

7. Recessed treads that protrude from the pool wall shall be removed and replaced with a cross braced ladder or reconstructed to meet the requirements of Chapter FBC 454.1.2.5.2.

CONCRETE REPAIR PROCEDURES AND RECOMMENDATIONS

American Concrete Institute (ACI) Committee 546- Concrete Repair Guide

1. Concrete removal (ACI. 2.2)

1.1. Use 30lb hammer or mechanical chipping hammer to remove up to 1 inch of sound concrete

1.2. Take soundings as needed to verify sound concrete and remove delaminated areas

1.3. See ACI Table 2.1 For more detailed info.

2. Surface preparation (ACI. 2.3)

2.1. Prepare concrete left in place by using a mechanical removal methods such as grinding or scarifying.

2.2. Abrasive Preparation using sand-blasters, shot-blasters, or high pressure water jetting to remove remaining damaged surface material (I.E; acid etching or water jets)

2.3. Chemical preparation techniques such as acid etching maybe used when no alternative means of surface preparation can be used. Note: Acid etching is not desired since acids may penetrate the concrete through cracks and promote corrosion of underlying reinforcing steel in structural concrete. Additionally, the acids weaken the remaining paste phase on the concrete surface.

3. Reinforcement preparation (ACI. 2.4)

3.1. Remove the larger areas of deteriorated concrete surrounding the reinforcement. Take all precautions available to avoid cutting or damaging underlying reinforcement when using impact breakers.

3.2. Use smaller chipping hammer to remove smaller areas close to the reinforcement. Care should be taken to not vibrate the reinforcement since it will result in damaging its bond to existing concrete.

3.3. Inspect the reinforcement for damage and replace damaged reinforcement with splice in replacement bars per ACI 318. Alternatively, provide a welded splice per AWS D1.4 performed by AWS certified welder. Butt welding may only be used with the authorization of the engineer of record.

3.4. Ensure all lap splices and ties are undamaged or replace as needed and per original plans.

3.5. Clean all exposed surfaces of loose mortar and contaminants using wire brushing and other acceptable cleaning techniques.

4. Bonding methods (ACI. 2.7)

4.1. Utilize vibration, pneumatic application, high fluidity or troweling pressure when repair materials do not require a separate bonding agent per manufacturer’s specs

4.2. Install cement or epoxy/latex based bonding agents in accordance with manufacturer’s specifications

5. Material selection (ACI. 3.7)

5.1. For large repair sections the repair material should contain equal or better material properties than existing materials (i.e; coefficient of thermal expansion, drying shrinkage, permeability, modulus of elasticity, chemical composition and electrical resistivity)

RESURFACING NOTES & SPECIFICATIONS

1. Water-blasting shall be used to prepare the surface for finish and cut 3/8" depth 8" around tile lane markings and targets, slope break tile, and cup anchors.

2. The pool interior shall be non-toxic, slip resistant and smooth.

2. Deck depth markers and NO DIVING markers may remain if marking is accurate +/-3" to actual depth, are non-skid and placed at 25 ft spacing and meet other requirements of 2017 FBC 6TH ED. SECTION 454.1

3. Resurface the pool using Marquis Blue Stone by Premix Marbletite, or approved equal.

4. The slope break marking and safety line anchors shall be preserved as originally constructed with the pool or replaced as needed.

5. Step handrails shall be 28" to 40" from the deck. All rails and ladders shall be bonded through the pool equipment.

6. The County Health Department shall be notified in writing of any proposed pool resurfacing or upgrades to decking at least 10 days prior to commencement. The notification shall include an itemized list of all proposed work that is to be performed and the license number of the contractor selected.