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HomeMy WebLinkAboutPRJ09-0533 B09-0301.PDF 8308. 1 ' x slab elevation = 8307.8' ' ��` electric transformer � � � � RO`N � , y .� , – � � � / � RC �o ���e ��`� $�e�9� R645 .00' 9�, �� u � �ootrG�ee� 8306A� .�r � � - ' � L �/� �0 W �`_� ^ ` O � , — � / / \�� � � �Q�� I�i �� � V NJ , � /� � o� 8305 .7� . � � � � � � '� "� �� {/� � �— W � \ 8304.9' x - - - - - - _23°55 ' 21 " \ � ,;.. � e columns to be ' � � R= 170.00' L=70. 98' � � � revised per drb approval � ` pav d parking � ��10. 10.09 .4' pin �� � \ � Z � l l • � � � i � �.S' Pine \\ D p � I �I �'., ph e pedestal �. � � � � 4 � / � �S � / ! 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(�� ' - - -- �eo�y�\Me ° eek V � A- 1 . 1 � site plan � , ., _ , o� � - � � � � � � - > � o � � o � � $ a � e � m U a � � +- � • — a � o r � U � � � aa � - - - - - � � I � I I I I � I ; I I � I � I i I I I I Q I i I I I I I � I I I I • — i � I I � I� Q � I i I I I � I ! I I I I� i I j II I I I I ; I I I I � i i — i - - - - - - - - - - - - - - i - i i Z i a � i I � � I j I I I - 1- - - � w � I i I I j � I x � � � � � � 8" conc. found. wall I W � $ i i - - - i� - - - - - - - - - -- - - - - -I - - - i j I `.� W I i I � al I i II w � � - - - - - -- � - - i � o � I I i I � ° I I i I Q a � ! � ~ � Q i � - - -�— �- - - - - - - - -- — t - - - - - - - - - - - � � � — - - - - - - - - - - - - - 9 � i I w '"� � I � I I - - - - - - - - _ -- - - - --� - �,, � O � I , I I i�� � j o � � a � � ; � � � � \�� � ;� i � � OO � I � I I �/ ! \� ° i � I m w a I i I °' I � � �� � � " � ° � I i I � I ,� i �� �' ' I ° � F, -1 I ! I 8 I � i � 4'_3" i I ` � j ! I II ,� i \� i I � � � i � -t - - - --- - - - — - - - - -- - - - � - - -- � I reTum stone j I a e of conc, flr, slab � � I wainscot � ,� � 'O � _ _ _ _ _ _ J to here i � i � edge of c c. fir. slab / — 3 �` ` " � �� I I cantilevered C8X11 .5 ,. � ' S" '� ' ti , I O ,. a , H��".. cover area way � j � � x � 3 8" conc. found. wall �' w/ slab stone � � � � -a � � ' ' �i similar to steps I j I � 3 /��� o / stone sieps � r �'` � � f � � � °' � � � stone steps \\ ci / `��' '�°��� � � t: � I I irregular conc. / � c cn ��f I bearing point. � G ° ��1.� � �A � , � � :' � verify �}'�b P� � �+i � ,��" � y4\ `. .' ol ed e of wnc. flr. slab �� P/ \ �� �� / l ' = r � I edge of conc. flr slab j I _ 9 _ \�,�?� �� �vj2 �+s ' // C` L - - - - - - - o O e+ \ "�2j / revislons: — � - - - - — — J roof edg � � \\ -- — - - // 10.5.09 drb c craw space c / � � � stone veneer � I / stone steps � ' � � i i Q p` ' o o �y\ �� prOjeCt: 0609 P/ U U 'Y. LL — I � � /� i � i i� �'� \�T - I I detB: 10. 12.09 permit I . � . . . _ _ . _ . .. L _ _ __ J L __ -_J �., . , � - � -. -. . . _ . _.: 'i� r'�A.`v _, i q�E e4PPI�bVs�',1 sheet no. Q ' f � -13-�� `1 _ ' ` '�`_ _ A- 2 . 1 foundation plan 1 /4" = 1 '-0" . • _� . � tp C N- �— ��a — � � �� o�' � _ a � ��v � CN �- �X U a 4� ° .�— � • — � � � �� U �� L' �� � to window casing \ � nn � � , 1 X6 window trim beyond brickmold to remain � except sill. 3" stone sill remove 1 X6 trim 1 X6 window trim beyond brickmold to remain cap where stone is side except sill. • — o jamb Q �, 0 3" stone sill Q � � cap Q� a replace siding — •—• — •--- — — — — — •— - — �- — --------•—•—•— this area V closable crawl new dry set � vent grille stone veneer closable crawl a vent grille � � � W `� south elevation � `� 10.3.09 1/4" = 1'-0" r�� � v W � . , ►� � Q r� o � � � � � W � �x � � o � � � Mo a/ • U � W � p4 � 00 ^ ~ E--� ,►� W O � � � � ,. �� .z„ � �����.�f _ �„�s'�ti,+�et y� .r� �'�� • y����� r� .���� �� � ' i, � � : L � L F='�. "� � � . �, . e`� f��•� �w �, ~ c . � L_ , `.��a� �, ,y,,, � . � .� �t��� ~� � ���� revisions: 10.5.09 drb project: date: 10.12.09 permit sheet no. �������`���- ������� ����9�N ����� � , � ����� �������� ��,,, A-3 . 1 , �r��;��� ' I�' � � � t.�-� ���G - - - _�� �� ,.� � - -- - �,. , • � c � �� C � � . » ' r� ■� �; ` O� main level floor main level floor �� _ � $� � � � n stone veneer �°a� nn � existing flr. structure stone veneer �existing flr. structure _ existin W6X12 - � existinq steel bm. /X3X.31/X 0 4 clip � g �_ � '- L 4 X 6 X.5 s t l. angle @ 24" oc. � C 1 2 X 2 0.7 c o n t. � � ledger angle cont. „ w/ 3X3X.31 XO-4" @ w/ 3/4 MB � - er „ L 4X6X.5 stl. � S 24 oc. top of patio ledger angle cont. ��. � c • •� -� �:�sand set�stone patio� � `.�'sand�set stone patio ,$� � . . . . . . . . . . . . . . . . � •i�. . . . . . . � �' crawl �0 1/2" X 3.5" lags C�3 � _� ,� vaporbar. over space 1111111 vapor bar. over '� IIIIIIII �6 oc. � crushed rock � compacted backfill crushed rock � compacted backfill Z ��������� Z �������� � . 0 � 0 � o- �O � ' �� o �a bituthane o bituthane Q } � ��_ ) �a membrane aQo� ���� a Q�� membrane � o OOaO .� � o � �O�a� G`'� � � ��O a O C� o a� � 2 X 6 trea te d foun da tion wa l l � 2X6 treated foundation wall � O � �� D b 4" perf. drain pipe � �� 4 perf. drain pipe � � � � 1 1/2"washed rock 1 1/2" washed rock � � � b O° c�r�o O° � � � � � � � � . . • • � foundat�on detail foundation detail � 1 1/2" = 1'-0" 1 1/2" = 1'-0" �7•� � � W `� U `� w _� � � main level floor r_, � ' w . — �-.� , ' _ stone veneer Q � O existing W8X17 T~� � � existin flr. structure - 1/4" web stiffiner @ v 1 �--� 9 �r � F..� 3.5 X 3.5 X 3/8" � L 4X6Xp5 tlg1e � Q cont. stl. an le led er an le cont. � � - 9 9 9 � ledger w/ expan. bolts w/ 3X3X.31 XO-4" C� � M Q 32" oc. 24" oc. w/ 3/4" MB. existin house to.� of �atic_ � ' U 9 _ �T� � slab and found. wall 2�-p�� nts 1'-0" � , .� .� w � , •� ."'sand set stone patio .. .. . ..... .. ..... .. .. .. ..... . � �o � ^ vapor bar. over r 1/2" X 3.5" lags Q � 00 � crushed rock I�I I I�I� 16" oc. �T� � �„� pitch treads � slightly away Z compacted backfill w Q Q� from house for ' IIIIIIII � � � . . . � � "����� � �� � � � ' ' drainage c� � oQ a � � aa�a bituthane ^ � � oOO aD��M� ��� membrane � N � _ O a_O C� o � . . ' • sand set stone � 2X6 treated foundation wall �)� G�,��+���� : ' : patio ��a ,�,oa.� �:� . � �.�� •''�c.���� ' , • b 4" perf. drain pipe ` � � � � : � : : . . , . . . � } ��j��� s � . . . . . i • � �� e . . . . . . , � � �, � .. .. .. .. , 1 1/2 washed rock � a� . .. ... ' �d(r- e�Oe. °�� �� compacted fill � V��+. � � � �� ����� �����`��. dbg � � revlslons: stone steps 1 1/2�� = ,�-o�� foundation detail 1 1/2" = 1'-0" proJect: 0609 date: 10.12.09 permit � - sheet no. { s •