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- _ __ _ _ _ . <br /> AL� DIMENSIONS AND N � TES ARE TYPICA � TO BOTH UNITS NOTES: . <br /> * POST ADDRESS SO AS TO BE LEGIBLE FROM STREET, <br /> NUMBER SHALL CONTRAST FROM BACKGROUND/R319 <br /> * A FLOOR OR LANDING 7�+" MAX. BELOW THRESHOLD � <br /> IS REQ'D ON EA. SIDE OF AN EXIT DOOR/R311.3 <br /> * A 1%4' TO 2" DIA. HANDRAlL IS REQ'D 34-38". ABOVE <br /> TREAD NOSING WHEN RISERS TOTAL MORE THAN THREE <br /> AT LEAST ONE HANDRAIL SHALL EXTEND NOT LESS <br /> THAN 12" BEYOND TOP & BOTTOM RISER./R311.7.8 <br /> 12 <br /> TYP. 6 , <br /> i <br /> � <br /> 12 <br /> TYP. 6 <br /> � � �� � � .. <br /> �. C C—� <br /> �� �� <br /> �� <br /> �� _. . <br /> �1�,� 1V 1 E L�VATI O leT SCALE: 1 /4"=1 '-0" <br /> MAX ALLOWED=376.75 <br /> RIDGE=375.16 RIDGE 12 <br /> HEIGHT CALCULATIONS: TYP. 6 <br /> ELEVATIONS FROM SURVEY <br /> A = 347.8' <br /> B = 347.4' COMPOSITION ROOFING <br /> C = 350.3' <br /> D = 349.5' TOP PLATE 366.53 <br /> TOTAL = 1395/4 = AVERAGE - o <br /> AVERAGE/BASE ELEVATION = 348.75 � � � � __ _ � <br /> + HEIGHT ALLOWED (28 ) = 376.75' � _ • <br /> � � `- � 12 <br /> I � _� �n <br /> �o cv oo �, �------------- -------------� <br /> `� 6i FIN FLOOR i 358.44 VINYL SASH TYP. 6 � <br /> TOP PLATE i 357_44____ TYPICAL HORIZONTAL LAP SIDING ___________ i <br /> �, �,�--------__= 0/15# FELT 0/7/16" MIN -----------;;� <br /> 00 � i i SHEAT'G 0/FRAME WALL <br /> ii <br /> � N ; ; ENGINEERING TAKES PRECEDENCE _ i i <br /> � � � � <br /> � � <br /> I � � � ii <br /> ii <br /> Q o FF=348.35 i i " <br /> � i <br /> AVG BASE ELEV `- � FIN FLOOR " __ __ __ _ � <br /> - --� -- <br /> -- —- -— -- -- -- <br /> 348.75 GRADE <br /> LEFT ELEVATION SCALE: 1 8��=,�-o�� RIGHT ELEVATION SCALE: , $��=,�-a�� � <br /> � � GRADING AND DRAINAGE <br /> 12x12 ROOF VENTS 12 1. PROVISIONS SHALL BE MADE FOR THE <br /> NOT ALL SHOWN CONTROL AND DRAINAGE OF SURFACE WATER <br /> � � TYP. 6 AROUND BUILDINGS BY: GUTTERS, DRAIN LINES, <br /> INLETS AND CATCH BASINS OR OTHER NECESSARY <br /> DRAINAGE STRUCTURES AND SHALL BE INSTALLED <br /> WHERE STORM WATER DISPOSAL CANNOT BE <br /> OTAINED WITHOUT THEIR USE OR WHERE EROSION <br /> CANNOT BE PREVENTED BY FINISH GRADING AND <br /> 8 METAL GUTTERS 8 PLANTING. DRY WELLS SHAL� NOT BE INSTALLED <br /> IN AREAS WHERE THE SOIL IS NOT WELL DRAINED <br /> AND/OR POROUS. <br /> 2. GRADING SHALL BE PROVIDED TO ENSURE: <br /> (A) DIVERSION OF WATER AWAY FROM BUILDINGS. <br /> (B) PREVENTION OF STANDING WATER AND SOIL SATURATION <br /> �.-��'�� ����'�� `���� DETRIMENTAL TO STRUCTURES AND LOT USE. , <br /> /��% ______`�=_��` ��;�'_________`�*` (C) THAT NATURAL DRAINAGE CHANNELS OR BASINS ARE <br /> G� � � � � ,� �' � i � i �a NOT BLOCKED OR FILLED. <br /> �i � i i i i i (D) PROVISIONS FOR THE DISPOSAL OF WATER FROM A LOT. <br /> ii �� i j i i 8 �� i i (E) PROTECTION OF ADJOtNING PROPERTY. <br /> � � � „ , � � � <br /> ►� �� , � � � �� � � <br /> �� �� � � � � �� ; ; <br /> REAR ELEVATION SCALE: 1 $��=,�-o�� <br /> 0 <br /> � <br /> �o� <br /> ���� <br /> W �� <br /> oWQrn <br /> � <br /> �W� I , <br /> w� <br /> c.� o�°o " <br /> �wwd- <br /> UZY � <br /> ��Q� <br /> Z <br /> ��O <br /> � <br /> � <br /> O <br /> �I`T'`� �7�' �11����`��` , <br /> � �;�V1��f�� ��� �����1��� � <br />