Page 13 - 2020 7th St Presentation

L:\21-133 Toscana 2020 7th St S\ALD-Dwgs\21-133.dwg, 9/12/2021 10:27:38 PM, AutoCAD PDF (General Documentation).pc3

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:\21-133 Toscana 2020 7th St S\ALD-Dwgs\21-133.dwg, Plotted on 9/12/2021 10:27:39 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
C Scale:1/2"=1'-0" D1 Pool Gate Detail (3' Gate) D2 Fence Detail E Stair Detail See Structurals
Scale: 1" = 1'-0"
Scale: 1/2" = 1'-0"
Scale: 1/2" = 1'-0"
Grand Effects 18" dia Burner Notes: Gate Opener - Magnetic See Plan for Actual
Contractor to provide adequate size piping to and from
·
on 30" dia Support Plate propane tank Self-Latching System Number of Steps.
Glue Stones · Contractor to build a plywood table mock up before
1.25" x 1.25" Channel 3' 1.25" x 1.25" Channel Provide option for Schluter Drain Material
fabricating fire table Stone Deck TBD
Support Plate to .062" Topwall 1
· Contractor to provide shop drawings of fire table. 2'-10 " Spacing between rails is to be so 1'
hold and support .078" Sidewall 3 2
· Contractor to provide option for manual & automated 4 " that a 4" sphere cannot penetrate.
burner
1'-3" 2.5" Thick Bullnose ignition. Spacing between rails 12" tread, 6" Risers Typ.
Granite Table Top w/ · Verify ALL selections with Owner is to be so that a 4" 6"
finished edges · Manual Ignition System, for manual adjusting flame.Auto sphere cannot penetrate.
(Color TBD by owner) Ignition systems provide a fixed flame only. (On and off) 1 - 1 Thick
1
1
2 1 " 2 1 1 " 4 5' · Burner to be installed per manufacturer specifications 6" Stone Coping TBD
4"
2"
1'-3" 2'-6" 1'-3" .75" x .75" Channel 4'-7" to bottom of gate 4' 4" Concrete Slab w/
Oversized Key Gas Valve (Minimum 4' 6"x6" 10 gau. Welded Stone Deck TBD
Poured Concrete Base 250,000 BTU) to Operate Fire Table Wire Mesh or Fibercrete 6"
2" x 2" x .093
LED Light Strip Welded U-Frame #4 Rebar @ 18" oc
7" Stone Cladding 6" x 6" x 12"
1'-6" Pool Deck Deep Concrete Footer 1 3 " 4 1 3 " 4 Compact Sub grade 95% #4 Rebar
6" 3" Grade Grade Optimum Proctor Density
4" Toscana Residence POOL DETAILS
.75" x .75" Channel 2020 7th St. S. City of Naples, FL
4" Concrete Slab w/
2" x 2" x .093 Post 6"x6" 10 gau. Welded
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. Vents 6" x 9", (2) Total Compacted Subgrade 95% Wire Mesh or Fibercrete
Poured Concrete Walls

Slope floor to 2 side drain/vents Optimun Proctor Density
Gas Line with manual starter Support Rods
Gravel
Fire Table Footer (By others)

Drawing Date: IS 07.09.21

Scale: As Noted

21-133

File Name: 21-133.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.