HomeMy WebLinkAboutArtificial Rockwork Engineering70040 SADDLEBROOK DRWE ROCKSCAPE
ROCKSCAPE GENERAL NOTES
REFER TO SWIMMING POOL CONTRACTOR'S PLAN FOR
DETAILS ON ROCKSCAPE LOCATION AND DIMENSIONS.
THIS PLAN ONLY CONSIDERS THE CONSTRUCTION OF THE
FOUNDATION FOR THE ROCKSCAPE AND DOES NOT DELVE
INTO THE POOL HYDRAULICS CONSIDERATIONS.
THE ROCKSCAPE SHALL BE KEPT INDEPENDANT FROM
THE
POOL STRUCTURE TO PREVENT CRACKING OF THE POOL
SHELL.
ALL REINFORCING STEEL IS TO CONFORM TO ASTM 615
40.
CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3,000
PSI.
THE GROUND AT NEW CONSTRUCTION MUST BE
THOROUGHLY COMPACTED TO SUPPORT THE NEW
STRUCTURE.
ALL CONSTRUCTION TO CONFORM TO FLORIDA BUILDING
CODE, 7TH EDITION (2020) RESIDENTIAL.
WALL TO BE TILED AND MARCITED IN ACCORDANCE WITH
CONTRACT AND AGREEMENTS WITH HOMEOWNER.
EACH PUMP SERVING THE VANISHING EDGE WALL WILL
HAVE A MINIMUM OF 2 MAIN DRAINS OR A VGB
COMPLIANT CHANNEL DRAIN.
CONTRACTOR MAY INSTALL WATER FILL WITH
ATMOSPHERIC BREAK FOR WATER COLLECTOR TROUGH.
CONTRACTOR MAY INSTALL OVERFLOW LINE AT MINIMUM
OF 6" BELOW TOP OF TROUGH WALL.
CONTRACTOR WILL PNEUMATICALLY APPLY CONCRETE.
ALL OTHER DETAILS OF CONTRACTOR'S RESIDENTIAL
SWIMMING POOL SPECIFICATION DRAWING WILL APPLY.
01 General Notes
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No.
Revislon/Issue
Date
w..rAds—
Larry B. Schnaper PE
410 East Packwood Ave,
Maitland, Florida 32751
407-448-8644
skilofl@gMail,coM
32046
STATE OE
a.r
ss.
3/19/2021