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<br /> PROPOSED w
<br /> BEAU1Y SALON & RESIDENCE ~
<br />0 3: (1,560 SQ. FT.)
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<br />THIS BUILDING IS DESIGNED TO CON-
<br />FORM TO CHAPTER 16, SECTION 1606
<br />OF THE 1994 STANDARD BUILDING CODE
<br />FOR 100 M.P.H WINO LOADS.
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<br />ENGINEERED TRUSS
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<br />STRAP ANCHOR AT EACH TRUSS
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<br />USE HUGHES "HTA20" TRUSS ANCHOR
<br />WITH 16-10d NAlLS
<br />
<br />AT GIRDER TRUSSES USE (1) "HTA20"
<br />CONNECTOR & 12-10d NAILS FOR
<br />E.VERY 2000# OF GIRDER TRUSS UPLIFT
<br />
<br />~ALUMINUM DRIP
<br />
<br />A GRAB BAR SHALL BE PRO\t1DED. LOCATED 33 INCHES FROM AND PARALLEL
<br />TO mE FINISHED FLOOR. MEASURED VERTICALLY TO mE TOP OF TI-lE RAIL 'MTH
<br />A VARIATION OF NOT MORE mAN 1/2 INCH, AND:
<br />1. SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/2 INCHES.
<br />2. SHALL PRO\t1DE 1 1/2 INCHES OF CLEARANCE BETWEEN TI-lE
<br />RAIL AND TI-lE WALL.
<br />3. SHALL BE SO DESIGNED AND SUPPORTED AS TO 'MTHSTAND
<br />A LOAD OF NOT LESS mAN 250 POUNDS APPLIED AT ANY
<br />POINT. DOWNWARD OR HORIZONTALLY.
<br />4. SHALL BE CONTINUOUSLY GRASPABLE ALONG mE ENllRE
<br />LENGm.
<br />SPECIAL NOTE: GRAB BARS MEETING TI-lE APPLICABLE ANSI STANDARDS
<br />ARE DEEMED TO BE IN COMPLIANCE 'Mm TI-lE INTENT OF
<br />THE LAW WHETHER CENTER SUPPORTS EXIST OR NOT.
<br />5. SHALL BE AT LEAST 24 INCHES LONG AND SHALL BE CENTERED
<br />A T THE LEADING EDGE OF THE WATER CLOSET.
<br />GRAB BARS SHALL COMPLY W1TI-l FIGURE 52 AND 'MTI-l GRAB
<br />BARS. AND TUB AND SHOWER SEATS SECTION OF THIS MANUAL.
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<br />~ 205/1 FIBERGLASS SHINGLES
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<br />/ 15/1 ROOfiNG fELT
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<br />GRAB BARS
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<br />TOilET PAPER
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<br />FIG.
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<br />52
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<br />1/2- C.D.X. PLYWOOD OVER
<br />PRE-ENGINEERED TRUSSES
<br />o 2'-0- o/c
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<br />R-30 INSULATION
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<br />2' -0"
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<br />HANDICAP TOILET DETAIL
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<br />SINGLE COURSE KNOCK-OUT W/l li5
<br />~ BAR & FILLED W/2.500 P.S.1. CONC,
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<br />INTERIOR FINISH SHALL BE 1/2-
<br />DRYWALL OVER RIGID INSULA nON
<br />BOARD AND 1-X2- P.T. fURRING
<br />STRIPS 0 16- O/C
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<br />.. PAINTED STUCCO
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<br />8- MASONARY WALL WIlli 1511 REBARS IN FILLED CELLS
<br />HOOK TOP OF REBAR 24" INTO POURED KNOCK-OUT BEAM_
<br />(SEE SHEET .3 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 />@ 12" O\C IN THE FIELD.
<br />
<br />FIG. 55
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<br />4" CONCRETE SLAB W/6X6
<br />- 10/10 W.W.M. OVER 6 MIL.
<br />POLYETHYLENE VAPOR BARRIER
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<br />(KNEE CLEARANCE) (LAV. DEPm)
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<br />6" MAX.
<br />(TOE CLEARANCE)
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<br />1. SINKS SHALL BE MOUNTED W1m THE COUNTER OR RIM NO HIGHER
<br />TI-lAN 34 INCHES FROM THE flOOR. EACH SINK SHALL BE A MAXIMUM OF
<br />6 1/2 INCHES DEEP. (SINKS IN KITCHENS OF ACCESSIBLE DWELLING UNITS
<br />SHALL COMPLY 'MTH LAVA TORIES, SINKS. AND MIRRORS SECTION OF TI-lIS
<br />MANUAL.
<br />2. CLEAR flOOR SPACE - RESTROOMS SHALL HAVE AN UNOBSTRUCTED SPACE
<br />OF AT LEAST 60 INCHES IN DIAMETER OR 52 INCHES BY 72 INCHES
<br />fINISHED INSIDE DIMENSION ADJACENT TO TI-lE LAVATORY AREA. SUCH
<br />CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE
<br />AND SHALL EXTEND A MAXIMUM OF' 19 INCHES UNDERNEAm mE LAVATORY
<br />OR SINK (SEE FIGURE 56).
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<br />VARIES
<br />TO BE DETERMINED BY OWNER
<br />& CONTRACTOR TO fiT SITE
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<br />16
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<br />2.500 P.S,1. CONCRETE FOOTING
<br />W/2-15~ BARS CONTINUOUS
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<br />1/4- :a 1'-0'"
<br />
<br />CHIlCIID " APPaoVED
<br />AAKAY ENGINEERING. INC.
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<br />TYPICAL WALL SECTION
<br />SCALE: 3/4)1 = 1'-0"
<br />
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<br />96-43
<br />
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<br />SHEET 4 OF 4
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