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DOU." — - <br />MAXMUM HOT <br />• POST ADDRESS SO AS TO BE LEGIBLE FROM STREET, <br />NUMBER SHALL CONTRAST FROM RAC%CROUNO/R319 <br />• A FLOOR OR LANDING 7%' MAX. BELOW THRESHOLD <br />IS REO'D ON CA. SIDE OE AN EXIT DOOR/R311.3 <br />• A 1M' TO 2' DIA. HANDRAIL IS REWO 34-3B'. ABOVE <br />TREAD NOSING WHEN RISERS TOTAL MORE THAN THREE <br />AT LEAST CNE HANDRAIL SHALL EXTEND NOT LESS <br />THAN 12' BEYOND TOP @ BOTTOM RISER./R311.7.8 <br />HEIGHT CALCULATIONS: <br />REFERENCE POINT: SSMH O NE LOT <br />CORNER IN ROAD - 552.7W (SURVEYED) <br />A - 553.25' <br />B - 552.38' <br />C - 552.32' <br />0 - 552 56' <br />TOTAL - 2210.51 /4 AVG - A' <br />BASE L HE G 552.6Y57 + 28' MAXMA% ALLOWED - 58D.63' <br />ACTUAL HEIGHT - 579.46' <br />552.63'— - - <br />AVG GRADE <br />no0113 <br />go <br />FRONT ELEVATION SCALE: 1/4- -O" <br />LEFT ELEVATION SCALE. <br />12R12 ROOF VENTS <br />(NOT ALL SHOWN) <br />COMPOSITION ROOFING <br />TOP PLh <br />m METAL GUTTERS m <br />\ B B <br />i <br />VINYL SASH <br />a Fl TYPICAL <br />I <br />� a wp wp <br />t <br />I <br />HORIZONTAL LAP SIDING <br />0/150 FELT 0/3/8' M:N <br />SHEATG O/FRAME WALL <br />RIGHTV 0 1 a'-v-D- <br />579.4 A <br />7 DAL NGT <br />TNc <br />552.50' <br />GRADE <br />IC) 1N•i MANN¢ DRNNAM CN HWW d BA9•S AIR <br />ROT R.oaan M RUm. <br />(� R1 wuI Im M OSo054 7 --R mw <br />PiOR[PDN w A VWI INOVO M <br />FAWN CREEK DESIGN /� OF /-� <br />429 PINE CREEK ROAD I^ I� <br />TONA9(ET, WA 98855 U U <br />SON-AA6-19RR <br />