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<br />~ BEAUlY SALON & RESIDENCE ~I
<br />25 (1,560 SQ. FT.)
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<br /> ~ F. FL. EL. 90,25 ffi
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<br />PLOT PLAN
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<br />2051 FIBERGLASS SHINGLES
<br />
<br />GRAB BARS
<br />
<br />
<br />151 ROOFlNG FELT
<br />
<br />A GRAB BAR SHALL BE PROV1DED, lOCATED 33 INCHES FROM AND PARALLEL
<br />TO THE FINISHED FLOOR. MEASURED VERllCALl Y TO THE TOP OF THE RAIL 'MTH
<br />A VARIAllON OF NOT MORE lliAN 1/2 INCH, AND:
<br />1. SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/2 INCHES.
<br />2. SHALL PROV1DE 1 1/2 INCHES Of CLEARANCE BETWEEN mE
<br />RAIL AND THE WALL.
<br />3. SHALL BE SO DESIGNED AND SUPPORTED AS TO 'MTHSTAND
<br />A lOAD OF NOT lESS n~AN 250 POUNDS APPLIED AT ANY
<br />POINT, DOWNWARD OR HORIZONTAllY,
<br />4. SHALL BE CONTINUOUSLY GRASPABLE ALONG THE ENllRE
<br />LENGlli.
<br />SPEC'Al NOTE: GRAB BARS MEEllNG THE APPLICABLE ANSI STANDARDS
<br />ARE DEEMED TO BE IN COMPUANCE 'Mlli 1t1E INTENT OF
<br />1t1E LAW 'M1ETHER CENTER SUPPORTS EXIST OR NOT,
<br />5. SHALL BE AT LEAST 24 INCHES LONG AND SHALL BE CENTERED
<br />AT 1t1E LEADING EDGE OF THE WATER CLOSET.
<br />GRAB BARS SHALL COMPLY WIlli FIGURE 52 AND WITH GRAB
<br />BARS. AND TUB AND SHOWER SEATS SECllON OF THIS MANUAL.
<br />
<br />-ENGlNEERED TRUSS
<br />
<br />1/2- C. D. )(, PLYWOOD OVER
<br />~PRE-ENGlNEEREO TRUSSES
<br />.~'" 0 2'-0- OIC
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<br />STRAP A;-~CH~ AT EACH TRUSS
<br />
<br />USE HUGHES - HTA20" TRUSS ANCHOR
<br />WITH 1 6- 1 Od NAlLS
<br />
<br />AT GIRDER TRUSSES USE (1) -HTA20-
<br />CONNECTOR & 12-10d ~LS FOR
<br />EVERY 2000* OF GIRDER TRUSS UPLIFT
<br />
<br />~ALUMINUM DRIP
<br />
<br />
<br />0ALU~INUI.l FASCIA
<br />
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<br />VI N YL SOFFI T
<br />
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<br />R-30 INSULAllON
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<br />2' - 0"
<br />
<br />SINGlE COURSE KNOCK-OUT Wi' *5
<br />. BAR & FlLLED W/2.5oo P.S.!. CONe,
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<br />INTERIOR FINISH SHALL BE 1/2-
<br />DRYWALL OVER RIGID INSULATION
<br />BOARD AND 1.X2- P,T. FURRING
<br />STRIPS 0 16. o/C
<br />
<br />... PAINTED STUCCO
<br />
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<br />8- MASONARY WALL 'Mlri IS' REBARS IN FILLED CELLS
<br />HOOK TOP OF REBAR 24- INTO POURED KNOCK-OUT BEAM
<br />(SEE SHEET J OF 4 FOR LOCATIONS OF POURED CELLS)
<br />
<br />NOTE:
<br />
<br />NAIL ROOF SHEATHING WITH 10d NAILS
<br />AT 4- O\C ALONG ALL EDGES. VALLEYS
<br />AND GABLE ENDS. SPACE 10d NAlLS
<br />o 12- O\C IN THE FIELD,
<br />
<br />FIG. 55
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<br />RIVlR))f
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<br />THIS BUILDING IS DESIGNED TO CON-
<br />FORM TO CHAPTER 1 6. SECTION 1606
<br />OF THE 1994 STANDARD BUILDING CODE
<br />FOR 100 M.P.H WIND LOADS.
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<br />1. SINKS SHALL BE MOUNTED 'Mlli THE COUNTER OR RIM NO HIGHER
<br />THAN .34 INCHES FROM THE FLOOR. EACH SINK SHALL BE A MAXIMUM OF
<br />6 1/2 INCHES DEEP. (SINKS IN KITCHENS OF ACCESSIBLE DWElUNG'UNITS
<br />~~~~LAC.OMPl Y WITH LAVATORIES, SINKS" ~~.:~~RORS .:rcnON ~F THIS
<br />2, CLEAR FLOOR SPACE - RESTROOMS stit,~ ,tt ,.. HAVE AN UNQ8SfflJJCTED SPACE
<br />OF AT LEAST 60 INCHES IN DIAMETER' Off' 5~'INCHES B~7~'I~CHES
<br />FINISHED INSIDE DIMENSION ADJACENr~ TO'THE LAVATORY AREA. SUCH
<br />CLEAR FLOOR SPACE SHALL ADJOlN OR O~~~,...;.AN ACCESSIBLE ROUTE
<br />AND SHALL EXTEND A MAXIMUM OF 19 INCt:ft.~UNDERNEAlli THE LAVATORY
<br />OR SINK (SEE FIGURE 56). , 'y \~f}'
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<br />SINKS
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<br />4- CONCRETE SLAB W/6X6
<br />- 10/10 W.W.M. OVER 6 MIL.
<br />POL YElliYU:NE VAPOR BARRIER
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<br />2.500 P.S.I, CONCRETE FOOTING
<br />W/2-15' BARS CONTINUOUS
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<br />16
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<br />TYPICAL WALL 51ECTION
<br />SCALE: 3/4" = 1'-0'1
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<br />ARKAY ENGINEERING. INC,
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<br />96-43
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<br />SHEET 4 0' 4
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