Page 24 - 2020 7th St Presentation

Pool Paver Detail CBS Retaining Wall Section CBS Retaining Wall Section
A Scale: 1/2" = 1'-0" B1 Scale: 1/2" = 1'-0" See Structurals for Details B2 Scale: 1/2" = 1'-0" See Structurals for Details
L:\21-134 Toscana 2231 Forrest Lane\ALD-Dwgs\21-134.dwg, Plotted on 9/12/2021 10:24:35 PM by Christian Andrea

Stone Deck Stone Pavers TBD
Miter Cut 6x6 10 gau. Welded Wire
1" +\- Thick Mortar bed Finished Grade 1" +\- Thick Mortar bed
(Optional Schluter Drain Material) Stone Coping Mesh or FIbercrete w/ Schluter Drain Material
Stone Coping
4" Concrete Slab 4" Concrete Slab
1' 6x6, 10ga. Welded Wire Mesh Height varies
4" Waterproofing LANDSCAPE ARCHITECTURE
or Fibercrete Stucco Finish
2" Dia. Weep Holes, 10' O.C. #57 Stone Height varies 2780 S. Horseshoe Drive Suite 5
Concrete Block retaining wall, Filter Fabric Stucco Finish Naples, FL 34104
waterproof inside edge Concrete Block retaining wall, (239) 430-1661
Finished Grade 4" Corrugated waterproof inside edge Design@ALDinc.net
Compacted Subgrade 95% Perforated Pipe Finished Grade
Optimun Proctor Density Structure By Others License LC26000259
Structure By Others
12x24 Stone Border Brookstone Border
(where pavers are adjacent to the planting beds) Christian Andrea
Set stone on concrete
Mulch (planter beds only)

Compact subgrade 95%
12"x18" Staggered Running Bond Pattern Compact subgrade 95% Optimum Proctor Density
Optimum Proctor Density

License No. 1178

Copyright Architectural Land Design ©

Fire Table Detail Pool Gate Detail (3' Gate) Fence Detail Stair Detail
C D1 D2 Scale: 1/2" = 1'-0" E Scale: 1" = 1'-0" See Structurals

Scale: 1/2" = 1'-0"
Scale: 1/2" = 1'-0"
See Plan for Actual
Gate Opener - Magnetic Number of Steps.
Self-Latching System
1' 1.25" x 1.25" Channel 3' 1.25" x 1.25" Channel Stone Deck TBD Provide option for Schluter Drain Material
Glue Stones .062" Topwall 1
2'-10 " Spacing between rails is to be so 1'
2
.078" Sidewall 3 "
4 that a 4" sphere cannot penetrate.
Grand Effects 18" dia Burner on 36" dia Stainless Spacing between rails 12" tread, 6" Risers Typ.
2 1 " 2 1 1 " 4 5' Steel Plate or Pan. Manual Ignite. is to be so that a 4" 6"
Stainless Steel Panel to hold sphere cannot penetrate. 1 1
1' 3' 1' and support burner 1 - 1 Thick
4"
2"
2.5" Thick Granite Table Top 4" Concrete Slab w/ 6" Stone Coping TBD
(Color TBD by owner) .75" x .75" Channel 4'-7" to bottom of gate
6"x6" 10 gau. Welded
Stone Cladding Concrete Base 4' 4' Wire Mesh or Fibercrete Stone Deck TBD
2" x 2" x .093
Joists 1'-3" 4" LED Light Strip Notes: Welded U-Frame #4 Rebar @ 18" oc 6"
· Contractor to provide adequate size piping to and from
propane tank 6" x 6" x 12" 1 3 " 4 1 3 " 4 Compact Sub grade 95%
· Contractor to build a plywood table mock up before Deep Concrete Footer Grade Grade Optimum Proctor Density #4 Rebar
fabricating fire table 2231 Forrest Lane 2231 Forrest Ln. City of Naples, FL POOL DETAILS
· Contractor to provide shop drawings of fire table. .75" x .75" Channel
· Contractor to provide option for manual & automated 2" x 2" x .093 Post 4" Concrete Slab w/
Concrete Walls
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. Oversized Key Gas Valve (Minimum · Manual Ignition System, for manual adjusting flame.Auto Wire Mesh or Fibercrete
ignition.
6"x6" 10 gau. Welded
Verify ALL selections with Owner
250,000 BTU) to Operate Fire Table
·
Gravel
Slope floor to 2 side drain/vents · Ignition systems provide a fixed flame only. (On and off)
Burner to be installed per manufacturer specifications
Fire Table Footer (By others)
Gas Line with manual starter
Vents 6" x 9", (4) Total
1Decking (Confirm Material selection w/ owner)
PT Stringers Placed 16" O.C.

Wood Deck Detail
F Scale: 1/2" = 1'-0"

All deck to be screwed in place with
3" stainless steel screws
1.5" x6" Trex Decking (Installed w/ hidden deck
fasteners and slotted decking)
1' 3" x 8" Marine Grade Joists
Installed 16" O.C.
3" x 8" Marine Grade Beams

Drawing Date: IS 07.09.21

Scale: As Noted

21-134

12" #57 Stone
(beneath Deck for Drainage
System to be installed)
Decking (Confirm Material
Selection w/ owner)
File Name: 21-134.dwg

Architectural Information Provided By:
Company Name: ----
File Name: ----
Date: ----
Site Information Provided By:
Company Name: ----
File Name: ----
Date: ----

1.5

Contractor to verify property lines and setbacks before construction.
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.