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<br />
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<br />
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<br />WI DISP & I
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<br />BOX
<br />
<br />TO SANITARY
<br />SEWER
<br />
<br />PLUMBING RISER
<br />
<br />N.T.S
<br />
<br />L
<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 />3'-Q"x3'-0"
<br />AIC COMPo PAD
<br />4" CONC. SLAB
<br />WI 8" X 8" THK'N
<br />EDGE. VERIFY LOCATION
<br />WI BUILDER
<br />
<br />NOTE:
<br />ALL CONTROL JOINTS
<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 />VISQUEEN VAPOR BARRIER &
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<br />I NOTE: PROVIDE 11/2"
<br />DEEP X 12" WI DE RECESS
<br />FROM EXT. FACE OF BLOCK
<br />INTO GARAGE. USE 2x8
<br />BETWEEN WALLS AND 2x6
<br />BEHIND WITH 6" PAST EA. E!'tD
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<br />FOUNDA liON PLAN
<br />
<br />SCALE: 1/4" = 1'-0"
<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 VALlD FOR 12 MONTHS AFTER THE
<br />DATE IS SIGNED AND SEALED.
<br />
<br />SIGl\ED AND SEALED FOR THE STRUCTURAL PORTION OF THIS
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<br />LAST PLOT DATE @
<br />June 21, 2005
<br /> FOUNDATION
<br /> DE #250988
<br />
<br />.~L II 01"}:' sr;. u-L CUI rIeL Y WlTIi ALL
<br />. ',u:' \' All..,L'\G CODES, FWRlDA Bt.rILDI};G
<br />,OOb. ~A TIO:'-iAL eLECTRIC CODE At"L
<br />cry OF Z:::?!!YT'.: '., '.S O"\Dl~A'\CES
<br />
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