HomeMy WebLinkAboutRevised Artificial Rockwork Engineering 01
General Notes
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70040 SADDLEBROOK DRWE ROC KSCAPE W ' �
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ROCKSCAPE GENERAL NOTES u 0 00 L3 cu
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REFER TO SWIMMING POOL CONTRACTOR'S PLAN FOR w 0 W
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DETAILS ON ROCKSCAPE LOCATION AND DIMENSIONS. z 5o J
THIS PLAN ONLY CONSIDERS THE CONSTRUCTION OF THE H d d � H
FOUNDATION FOR THE ROCKSCAPE AND DOES NOT DELVE t_7 W J Y
INTO THE POOL HYDRAULICS CONSIDERATIONS. Z LJ CD V)
THE ROCKSCAPE SHALL BE KEPT INDEPENDANT FROM 0
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POOL STRUCTURE TO PREVENT CRACKING OF THE POOL Y
SHELL.
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ALL REINFORCING STEEL IS TO CONFORM TO ASTM 615
40.
CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3,000 ROCKSCAPE •
PSI. WATERSLIDE
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. 0/0/00
EACH PUMP SERVING THE VANISHING EDGE WALL WILL NOTE; IN AREA OF No. Revision/Issue Date
HAVE A MINIMUM OF 2 MAIN DRAINS OR A VGB ROCKSCAPE/WATER SLIDE
COMPLIANT CHANNEL DRAIN. INCREASE WIDTH OF POOL SHELL r-f�--aM*-
TO 8" AND REBAR SHALL BE #3
uj CONTRACTOR MAY INSTALL WATER FILL WITH BARS AT 6" ❑,C,E,W, AND TO Larry B. Schnaper PE
z ATMOSPHERIC BREAK FOR WATER COLLECTOR TROUGH. ROCKSCEXTENDAPE
36 INCHES PAST
� ROCKSCAPE 410 East Packwood Ave,
CONTRACTOR MAY INSTALL OVERFLOW LINE AT MINIMUM Maitland, Florida 32751
OF 6" BELOW TOP OF TROUGH WALL. 3' 407-448-8644
skilofl@gMail,coM
CONTRACTOR WILL PNEUMATICALLY APPLY CONCRETE.
ALL OTHER DETAILS OF CONTRACTOR'S RESIDENTIAL
SWIMMING POOL SPECIFICATION DRAWING WILL APPLY. ? F
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3/19/2021
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