<br />
<br />I
<br />
<br />2"
<br />
<br />~ 2" VTR
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />TO SANITARY
<br />SEWER
<br />
<br />3"
<br />
<br />PLUMBING RISER
<br />
<br />N.T.S
<br />
<br />L
<br />
<br />~ 3" VTR
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I 2"
<br />I
<br />
<br />PLUMBING NOTES:
<br />
<br />ORDINANCE 604.4 OF FPC (2001)-APPENDIX
<br />"J" TO STANDARD PLUMBING CODE.
<br />1. TANK TYPE WATER CLOSET VOLUME
<br />1.6 GALLONS
<br />2. WALL MOUNT WATER CLOSET VOLUME
<br />3.5 GALLONS
<br />3. WATER - FLOW RATE.
<br />PUBLIC FACILITIES
<br />PRIVATE FACILITIES
<br />SHOWER HEADS
<br />
<br />0.5 G.P.M.
<br />2.2 G.P.M.
<br />2.5 G.P.M.
<br />
<br />VTR LOCATIONS ARE APPROXIMATE
<br />AND MAY CHANGE DUE TO JOBSITE
<br />CONDITIONS
<br />
<br />q
<br />00
<br />~
<br />
<br />"
<br />
<br />14'-0"
<br />
<br />3'4"
<br />
<br />5'-2"
<br />
<br />3'4"
<br />
<br />2'-10'
<br />
<br />40'-0"
<br />
<br />10'-0"
<br />
<br />8'-8"
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<br />NOTE: 1
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<br />ALL CONTROL JOINTS q
<br />MUST BE SAW CUT AS SHOWN ""
<br />OR PER ASTM STANDARDS WITHIN
<br />24 HOURS AFTER CONCRETE PLACEMENT. .
<br />
<br />PROPERTY LINE
<br />SET BACK REQUIREMENTS
<br />
<br />FRONT: 20' MIN.
<br />REAR: 10' MIN.
<br />SIDES: 5' MIN.
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<br />I DEEP X 12" WIDE RECESS
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<br />
<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE
<br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE
<br />FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND
<br />GUST, EXPOSURE "B" WIND ZONE (2001 EDITION).
<br />
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
<br />DATE IS SIGNED AND SEALED,
<br />
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS
<br />DRAWING ONLY,
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<br />LAST PLOT DATE @)
<br />April 11, 2005 FOUNDATION (STEM)
<br /> DE #25098$
<br />
|