Page 25 - 959 17th Avenue South

Spa Section
Pool Coping Detail Pool Coping Detail Spa Section
A1 Scale: 1" = 1'-0" Provide Option for Square Coping A2 Scale: 1" = 1'-0" B1 Scale: 1/2" = 1'-0" B2 Scale: 1/2" = 1'-0"

9 9
3
3
Angle Top of Wall " Angle Top of Wall "
4
4
Provide option for Waterfall 1 1 1 1 Waterfall 1 1 1 1
Schluter Drain Material Waterfall
1
1
1
1
Stone Deck TBD 1 - 1 Thick Planter 1 - 1 Thick Waterfall
2"
4"
4"
2"
Stone Coping
Stone Coping TBD Stone Coping TBD Stone Coping LANDSCAPE ARCHITECTURE
1"+/- Mortar
1 1
Stone Deck TBD Tile (Opt.) Tile (Opt.) 2780 S. Horseshoe Drive Suite 5
1"+/- Mortar 1 1 1 1 1 Naples, FL 34104
1 Water Surface Water Surface Light Water Surface (239) 430-1661
Design@ALDinc.net
Vent
4" Concrete Slab w/ 6" Waterline Tile 6" Waterline Tile 6" Waterline Tile Vent
6"x6" 10 gau. Welded Pebblecrete Finish Pebblecrete Finish Drain 1 Drain 1 License LC26000259
Wire Mesh or Fibercrete
Christian Andrea
Pool
Pool Beam Pool Beam
Compact subgrade 95%
3.5' Water Depth Compact subgrade 95%
Optimum Proctor Density Optimum Proctor Density
License No. 1178

Copyright Architectural Land Design ©

Pool Stairs Detail Chaise Lounge Pool Bench Detail
C Scale: 1" = 1'-0" D Scale: 1" = 1'-0" E Scale: 1" = 1'-0"

1
1
1 - 1 Thick
4"
2"
Stone Coping TBD Stone Coping
r e
Provide option for 6" Pool Tile
Schluter Drain Material 1
Stone Deck TBD Stone Coping 6" Waterline Tile 1 1 1
L:\21-102 Toscana 959 17th Ave S\ALD-Dwgs\21-102 - 0e.dwg, Plotted on 08.31.2019 / 11:04 PM by Christian Andrea
1"+/- Mortar 6" Pool Tile
6" Pool Tile
1 Pebblecrete Finish 1 Water Surface
1
1 Water Surface 1
9 Water Surface Stucco Finish
1 1 Pool Bench - 18" Water Depth
Pebblecrete finish (TBD)
4" Concrete Slab w/ 1
6"x6" 10 gau. Welded Finish Grade Stucco Finish
Wire Mesh or Fibercrete 9 1 Finish Grade

Pool Finish
2" Strip of Tile 959 17th Avenue South 959 17th Ave S ty e DETAILS
9 1 at Edge of Steps (Optional) POOL POOL
authorization. Any deviations or inaccuracies need to be brought to the attention of the Owner immediately. * All base information has been provided by others, verification of setbacks, property lines, etc. need to be provided by others. * It is the Contractors responsibility to verify that he has the most current plan. * Contractor shall not scale from plan, use dimensions only. * These plans are the property of Architectural Land Design and may not be used or reproduced without This Document contains information proprietory to ARCHITECTURAL LAND DESIGN and no part of this drawing shall be reproduced or disclosed to others or used for any purpose other than that for which it was furnished, without prior written permission from ARCHITECTURAL LAND DESIGN. Pool Beam optimum proctor density. 2" Strip of Tile
Compact subgrade 95%
at Edge of Bench

9 1

1 Pebblecrete
finish (TBD)

Compact subgrade 95% 1
optimum proctor density.

Compact subgrade 95%
optimum proctor density.

Vanishing Edge Section Floating Stepping Stone Section
F Scale: 1/2" = 1'-0" G Scale: 1/2" = 1'-0"

See Optional Edge Details
Displacement Calculation
Calculations based on 3/8" water flowing over the vanishing Tile
edge.
sq ft sq in
Pool Area 1333 191,952 Tile entire face of Edge 1 1 Vanishing Edge Floating Stepping Stones Drawing Date: PM 07.20.21

7'5.5" Provide option for Provide option for
Trough Area 88 12,672
OPTION 1: 1 1 1 1 Scale: ----

Volume over weir 71,982 cu in Schluter Drain Material 1 5 5 5 5 1 Schluter Drain Material

Displacement 5.68 in
Stone Deck TBD Stone Deck TBD 21.102
Human Factor 50 cu ft Pump OFF Waterline w/ Pebble-Crete Surface 1 1
10 person displacement 86,400 cu in 7 1 1 1"+/- Mortar 1"+/- Mortar
10 people in the pool Pool Coping (beyond)
(5 cf / person)
Displacement 6.82 in 1-1/2" Overflow Drain 1 Waterline Tile (beyond)
To be installed at the Pump OFF Pool Waterline 4" Concrete Slab w/
TOTAL DISPLACEMENT 12.50 in Waterline w/ 10 people in the Chamfered corner of the vanishing 6"x6" 10 gau. Welded
pool edge. Tile to the edge.
Wire Mesh or Fibercrete
Pool Finish on the angled face of Waterline Tile
the vanishing edge File Name: 21-102 - 0e.dwg
3'6" Average Crown of Road Pool Beam Waterline
Pool Beam 6" water depth
Compact subgrade 95% Architectural Information Provided By:
Water Line Tile optimum proctor density. between floating Company Name: ----
----
File Name:
stepping stones Date: ----
Pump ON Waterline w/ Site Information Provided By:
10 people in the pool Company Name: ----
File Name: ----
Date: ----
Auto Re-Fill
Pump ON Waterline
Auto Re-Fill set to this height
Minimum Water Depth
Pebble-Crete Surface
Compact subgrade 95%
Contractor to verify property lines and setbacks before construction. 1.5
Optimum Proctor Density
Contractor must have property lines staked and located,
and must verify plan dimensions and field conditions are consistent.
Any Inconsistencies w/ these plans need to be reported to ALD and the Owner.
Contractor shall verify that he has the most up to date plans, and that they have
Contractor shall verify that he has the most up to date plans, and that they have been approved and accepted by the Owner before commencing construction. been approved and accepted by the Owner before commencing construction.