Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
B07-0056 plans
_ t��T�S; �) a��r� or- su�v�: ���s��� z} sve�v�ro� �ras ���� �v �r�v���rE���r��r� �� a�����r���r�� ���c� ��� ���r��� �� ��cc��� ���rs��� �r� ���-��a�, ��cv�� c�s� ��s-r��c-r�v� cov��,ar�s, �ww���s��� �r��r�� �v����c�. c�� ,�� �����, �ac-rs ����r �r� ,���u���r� �r�r� cu�€z��-r �r�-��� ���c� n�a� ��sc�:os�. �Y �IXY�`Y t�k� S_. G�,V�# ^� �} ry^�/� py�/�/��y[�ip�(� �p'(� �s�/�p (^yp{�[� i A��p �/ �Q (�q q�^*^{^ [�ryi� �s(^' ��} ` (�+p�� �__ ..,..,_ .,�. .. � . �§ J,� CY�i�I!�, A41r11f4AJ{6VV� &V L.rVtw�Rf`1VV ZJ'liT {�l.d tt!4UJt t�+VM���GG �I`�! 4�1Tf14,. . .. _. .__._ _._. s �����'��# �� ... � � _ .._ w�_ _.._ �c�r���v �a,s�� u��� .�r�� ���°�c�r �r� ���s su�v�' wrr�t� ����� ��a�� �.��' �-�.. ��r�� �rvv �i�s-r a�sc�v�� su�� ������r. �r� �c� ��r, ��� Ar�� �.�� �e�rEO�s �h�s�� �s��r� �►v� ����cr x� ���s su�u� �� cc��n��t�c�� n���� �..._... , ��. ,.:�. . T ��T^ � �/ C O �i -rC� C�p� �` CtC -t- tr� p-t� #!+AT1t��[ �+i.��/���t�t � � .. . +V ttV�'"t'"Tx i�� L '`•!Y ��R t�{'°4`f n� y�yr t F�1Y I. �w.a� �[��m� t t 1� tJri�6.., V4 3�"1� 4�(�f{�!t✓F°4t SV4Y Jf�iV1T�tV� . .. . �..��* rx �{��''i���. F"R�I��F2�`Y` . r » ���� � �� L1=15 C►� 34 ,��,, �� �sss �� ������rr ���� �c�c�-r�a�. �r�� �� ����� a�r �v� � �v� cc����� �� �c�� ��, « ����rrr �a{3 ��r���. FZ=�2Q.�3�}' �`,�, �} ��s�s �� ��:�v���o�; s�we� ��c..� �����r�� � r�c���r� �o���� �� �a�rs �c����� �as���t�� .,��k ��������s �r� �as���r�r ��� ��c��v� ��.o�� ��i�� L=58�C3,�' ..''`,�, �r�v. ��.�v. s���.sx � ���t�� ��� ���: sc��s.�. a�� ��t�� ������, � �ar�rc� ��c�� �, s�� ��� �a�� wA�.� ��������� � �c�� ���� s���o�ac ra�s�����r���. � � L.EN=�7.8� y�„ �} ����cs �r�� ��s���c�s ��.��� ������� �:���s s��wrv ������ �� B�G�� 45`��'�5" Vd /'��. ��,, �� ��c�s�� ��a���i�i�€�����°�������ri��c�ir�is��������a�o u�� C�� ���r�ct�s, w��ct� ��� v��� ���n� r�� ��rr�� �����s�a��. ��,� �� �����s�. ��z�v� w�s���v��v c��c�� �'' �} �r�� s��� �u��c�s� �� ��1� s� ss r� ��c��r � c�nrs�uc�r�ar� ����ov����a�r� ��` �t��.�s ��r��� �����v���r�-rs �,a� �x���r a�� ��� ��� �,���r �� ���� ���;w�r��. /` �) �r���� s�r��� s�acc� � ��c� a�o��r��t�. ,�'` �a���°��'2�" ��> eu��.��r�� ��s����s�r��rs �ra��� �rc� �c�c� �r��a s�v�c�, � ��:�v��r���s r���� ,,,f' �=2c�c�.�C�' r� ���r���.��. � ���6.C��' ,���' .�°� �=��.�,�' L.�T 4�� ��' � c �,�����.�s' � � A,,- ���—� ��°o�'�-�'p � ,� �_ __ � � ___ __ __ _� �,���"��'��" � p�'� � ' ! R=.�Qt�r�}Q� `�' `� I �,�• �, �_ _._ � �_. � �.=98���' � I � � �.EN—�7.5�' ���rr���� ��s�����-�-� . '''� -�___ __� � �R��a 5�I'4-C}'C}�" � � � ° ! �__ __� ,,,f'` } � �_ _� � �,�' � � , � !__.. __ .�...____ _.� �_ �t��`�i.i�� � �p � p' �C�' �C�' �Ct' �t�" � � � � � c���`�.�r�� �� �- i��.ar����, ���c� 1 �. <Y r,� �;� �� �� �_ � � i N ����1�'�#� s 1+V � & S'fA1�2�s � ,�.�'�' r t � � � RI C��'44'19", �6.$4' � „ , , , �,_�. �'`P � .�. _ , a,. � N {�{�°4� �9 [� �! �?C}°34- 45' W 6,�.t?� /:, �� � ������.. ,� ..M_ _.__ __. ._ ma � �.��� ��. � �.., �� ��.�.� _.�' �a=c��°��'��>x � � �_ , z� ��.� � ,�,,�,. .�->-��� --�- �- � � ' �=���.��� � � ���. � ����� ��.a � �1 t K � � � � ���:� �. - � � � ,�.� �'� st���� � r +����t�t : � r �� '° , ��32��Q� ��.� , GARAGE S , " � �ASEi�4�N�' "A' � �^ '� �`' � � ��� � �C="I�.��' ` � ���F� � � � � ��s����a� (s�� ��r���) - � : ����� �a�tv� � ;. , � .. � c' �,���=��.��` ra { ("�\��q�t`�[����t}����p�(� u��j�°{�' �r��`� Q/'�p�--�-+-- '.�_. �,, ' /^x�{ 1A �^ \ � t.dYl«ij.b�l�]VV E��V 9 f#Y� L3VQ�.V � t�, .! � ... � 4 �..y�.'' (.3€?�5.��'°'0 3 lJ f 41J f 4'"T'P'�„ #.,.. . . � � � l\ / � ` � �"�� ���}� ��.}� . � '� r r ' °"�� :�. � 8�83.0� 1�FF�`��� }`� � �� �� �.�r 2�.� - � �f �, `,� � � � � � � i � � � � � , � � c? /� +�'�• t� i�` ��� `�� �?` `, y � � 7,x e�• � f� ������,��,°"�� ' ,' '°�` �#�, �� 8Q72.4j:✓ � ���.�t`� }��. ` � , r � ° � � > ''� , `. . '� , , � �-.. ..- � � �.,,�. ( ��,� � 7t °� <�� ����� E.�.w ,E { , ��� * .`, F- S`1"t?NE VEI*�E�:#Z CS�« � � � •� t. x �: �;,, ����� �� ���� �' W`A�1� {TYP,� � � �. �, �� # ,� � � ����t� �! -� � � ,� � � �� 6� -� � ,� �� ���. ��c �� �� � � �� ,�.� ��.� - � �:�:s' �� ' �, �.,;�" �� � +� �., C3 � [ ,�,��.",,.,�-�--� �:��,� `° _ � � l_.. ���.�» .�...�'w"� `t �'' x >o ��_ �t'1 �,� t�� P�1D e : � R ,�p. � �. �t w�3' r, � ��' PA1��EL E� � '� � ��u��� w��� � ..�`� -� Q.�oB A�. ,�,.-'" .,�* �P�P���C� t.�t� � °' �~��� ST��::AI� TF�A�T � �- '� ,• �. �;�n��i �;���t.__�..�_� .�..�.� �t�' � ,c�� Cvlar�da F�.l..�, �Q`41� �. � � ���� � .,�~ �' �.C�T 5C� . �� � ����. .�_...�.._�....��w...�w...,� .�--~ ��� �� ����.- , � ��w�� ��$IGN R�VI �s�t��r�r � s�w�� . �r���� �TA�F �PPRt3tiA�.. + .. � ��c�.��� c , ���� �� ����,�� C��T�; ��� ` �U , � � �� � � ��'��t�° ����������� �������� ������� ������. �� � �����'�������� �� �..�Q� �-� ;������� ��.�� �a'�..�� �..�Q� ����}�����{�� � �� � �_ � � � ���� �� ���� . ���s� ��cs�w�� � � ��, ��c��--v���. S�P '��� �00 �nc�. �ox �z�� �.���.� �����`�', ���..Q�,��� ��rva��s. �o, ��s�� ����)s�s����� JC� � C?� . �. �c���r � � ;c�� . ._. v. __ _r. .� , � .. . .. .. �. : <2�� . . . . . . . �• . . ' . � . . . . . . . . . .. . . , . . . . . .. . ,. ° . . . . . . . . t . . -. . . . . . . . : . . . � . . . . . . . . . - +� + � • • � . . � . � ' . .. . . . . . . . . . ' ' . � . . . . • .. . ' ' . . . � . , ' . . .. . . . � . . . � � . " . . . . . . . . . . • . s . . . . � . . . . . . �' . . : .. . . . . . ' . . ' . . � ` . . . . . . . . ' . . . . .. . � . . . . ' . . . . . I . ' . . . . . . . ' . . . , . ' . , � . . .. � . � . . , .• . . . . . . . , . . . . � . � . .. . � . . . . � i�■�■�■� w • . ` . � ' _ ' � � . . . ' . . . . i'�EY161ON8: BY . . . : : . ' . . . , . _ . � _ . . . . . . . . ��, -�.�v,� . � � : . . . . � � _ . �� � . . . , : . � � !�' � . . . _ . . � : � �-�11 -�3Q� . ' P.�. . . � . • ' . . . . . . . . . � . . � . _ � . . . � � � . . ' . . .. . . .. . . , . . . . . . . . . ' . . � j . . . . . . � . , . . . . . . . . . . . �� . . . . . . . . , . . , . . .--w. , ' . ' ' .. � . . . . . . . .. � . . . . . . . . . � � . . �� � .. . . . . . , . . . . .. ., . : w . . . . . � . . . � . � � . . � � . . :. ;��;,�.���� . � � � . � . . _ , . � -''�/ , . _� . � . . � � � . . . . � � � _ � . . . . � : . . - . : : � . . , , ; . � ����C, ,Q : _ . �� . � . . . : . . .. _ :. . . . . . . , � _ � . . . . . . . . . . . . . . : . . _ . . , _ . _ . . . , , . . . . . . . . . . . . . - . . , . . . _ . kriw 7 . � � : . . . . � :�. . . . . _ . . _ � . . . . . . . . . . . . . . . . . . . : � . . . . . . . . . . . . . . .. . . . . . . , . . ..� . . . x���t~r� _ . .. . ._ ... . _ .� � �` ��.o . , . ��� . . . . . . . . . . . . . . . . . '-� . . . . . _ . � � .. . . . . . :�' . .. .. . -�1'� ._��,,t. c,�'r-f� . . . � . . � . . � . � . � � 3 . . �. _ . _. . . . t�"�"� !' . . . �'f� ..�--�.. . . , i� . . . ... . . . . . . . . . . . . . _ . . . . . . . .: . . . . . . . �'�t�.t�� -�---� ;�` . . . . . . .. : . . . . . � � /' . � , ; _ v� . . . . . . �. . . . . . _ . . . . . � /�� . . � . . . . . - . . ..•... . . ' � � �. . �. . . . .; . . . • •• . . . . , � . . . � y .. « . ..._ , .�... .. .... . . • ' . . � • . . ._... .._ ... }°'Sf _ .. . . ` � � . . . . . .. . \ ''r �/ . . . � � . . • :���W ���' _ _ � . • �� _ . . . � • � . . ��� . . . . . , _ . . . , . , . .�,. . . . . . . . . . . . . � . . . . . , . . . . . . .. . . , . . ., . _ . . . _. .. . . .. . . ± . ; - .:.� . . . . , . . . , ;,,;,;. . � �� . . . , . . ta . . �,, . . ,. . . . .. • . . , , _... • � _ .• . . . (� . . �. a . . , . . . . _.. . . : . . . . : . . .. . . ,. � j . . . . � . . , . • . . . . . . � . . . ... . . �. .,�;.. .. . . . . . . . � , . . �„""�"' / . :..-- .;,;;- ,-' � =:�_.�...�a� _.;�� :�:4 . . .- '" � . . 4t�•• . . • . ���-y�` � � �.���.��- � • . � . - -.-��:.µ_._ . ...---- '_,,.,..,.::. ��1�-..; ., � � ..--- -�' . . . . . . . . � . . � . . - ����-��} .. ;�; �,,,�,,. . ,,,... .,,,- _ , . . . . . . � . . , . : � . , . '.i�'.t_'. �.,,_...�:- /' . .,,,,�•�' t . • . � ' • . . • . , , ;---_ r . . . . . � � � � . . . . . . . � , - . � ' ' . . . . ,, , � "`� �rr.....� ...�r,.:, � �.'"r' ' .� �� . ' � � .. � � . .. , ` . � � ' .. . �,' . . . . . . � � • . ' . • ' • . . . ' . ' , � . . . . . . � , . . . . . . " . � • . �1� - . . +...+.....�e!:,, � - . � - . . . ' . . . , . , .. . . � . . . ' . . ' . " . . . ' '� �� ,. . . . . ,... ��_L _ . , . � . . • . . , . . . . ...'r _..��- ..��,,,,�r�-r. �� � . ' �„ , . � . . . . � ... • . . . . . . . . , . . . . . ' . � . . . . � . . . . . . � � , . � � . . . . ' „""'✓. , . ' . 1 ' �'1'. ' .� .. � ;✓� r"".. . . . . . � . . . � ' , . . .. ' . .' . � �� � • . ' . . • . . . . - , . . r"' . . � . . . � .-,,,;,,",.. �-�':".' ;� .,.,...:. . . ,,,,,•. , . . . . . . . . . . . , . .,,,,/' `► � . ,, ..-�,...p;� , . • --t , � . . . . , . �I, � #" , ., . , . . , ,.....�° . . , , . . , . . .�,,,""' • . ... . . • . , . , . � _. : . . . . . . . . �, . . . .. ��/ . �'.,,,,.rf � :�.. � � .. .. '.i.r—' ,,,, , . . . . . . . . � . . . .� �� . . � . . . . . . �" . . � . /"�.�`' . . . . . , . . . .. � � . � . � � � . . . . � . . . . . � . . . .� . ,. .' .� .� : . _ . . / , . + �+r'i ... . . , . . . . . . . . . . _ ' . . . ,,.. .. , . . . . . . . , . . . . . . . . . - � :;_-w,_._ . /""• ...++'i =, . , , . . � i ,.. ..'.:, ' , r; , ,,,,,�"'r � . . . � . . . . � . . ... . .� . . . . a � . ,,.�./' , �.�. ,;. �� , �` � . . . . .... .� . � � . . - r^�. . i . . . . . . . . . . .. . , . . . .� ' . ' . . . � . , • ' . �'.. �,,,,,,.,K . � � • � , . ' �..n+'n r+� � , . �7 I �/�. . � � . . .. .. . . � ' � . . , . � . ' ' . ' � . . � , � . . � - . . ' , , . . . . • - � '. � . . . . � . � � . , ' . . �„�,,,,r � l p !� �''.r . •t . . .� r ' � , �. . � .. . .. . . . ' . , _ . . . . . . . . . . . � . . ' . � . � . � . � ' . " . � . . . .. � ,,.r"'� .^..'"' . . ..�,,,,'" , �L� l - ,,., ( - . . • � i. . � � . � � . � � ...r. .� ..� �.., .. � : � . � . . . . . .. . . j � ..r"/� . ' .. . .. . �. � . . . . . . . .. . _ .. .. . � . � . . . . . � , .. - . - . . . . _ . . . . . . . . . . . . �. . . . . . ��r . - . . � . .. . � . . - . • . . . . . • . . � � . � . � � . . . , . . . . • . . , � � s� �. � . / � �� . � ' . .�''. ...!"� .."`.r'". .� ..� `h..� ^ . } ,, . . . . .. . . . • . . , , . . � . . � . . ; : ' . . . , . � . . . .+ . � ' . � � . ��� � ttyy��.. . ' . . . ' '. ' � M1�� . . . . . ' • . ' � . . . . ..+^"'"'. . �M,/ ."'".�!� , ,. � � , � � � ����.:�:..�. . . , . ; . : � - , . . . , . , , ...._... ...__... � � -� � �l:�- . .,��, . . __. . . . . ..�.� . ��� , . . . �� �� . . . . � � . . � . . � , . � � . . �-. �. ; � � _ , � . , . . .. . ,. . . . . . . . . . :� :; . v . _. _ . . . • i� . . ~���' ,..,�" . , . . ., • � � � • 1 . . , , . l . ` . . . . . . . . . . � U'� . . � -;� `'� E!-'S'�` . .. •. . . . . . . � . . • . . _ . . . � . . �I {: . . . ,� . . . . . . . . . , � � .. . . . .. ' . . � . ' .. . . ' � � . . ... . ' J� •. � � . . � . . - . .Y: ��J* . ' ' ' . , � . ' . . . : ♦ . . . . ♦ . . . � . . , � • . . ' . '� . . . . . ' . . , � . � ' . . .. . . . ' ' . . . ' . . . . ' . � . . . � � /// � � . . � . `� � . . '"r 1 .. . . . .. � . . . . ' . • � . i . � . � ' . , . ' . . " . . , � _ . . . , , . . � . . � . . , . . .. . . . . . , f . . . ' � . . � .. " � � _�`� ' .. . . ' - , . � � . .,. " � . . . . . . ' . . ' . • . . . . � � ' . � . . " ' . . : ' . . ' .. ' _ . . ' ' ' . . ' . � r^," . . . . . . . . . • . • . . . . ' . . . . . . , . , , . . . . . . . . . ,,/ J �,. . . . . . . _ . ' , • , .. . t : . , . • ' . ,. i ' • r' f • • . �: � . . . . . . , • . ' z:; , . .. . • ' . . . . _ , . ' /• � ,',� . . ' y��. .'t , . . • � � • � . . . . . - . . ._ 1t . . . � . . . . �'r , . . . . . . . .� . � . � . . � . - � . . � � . . . � � . . . . . � . . • � . . , . . . . . . . � _ . . . . , ' � , .. �,� � .: ,.�, 1/ . . . . . . . �"" 1 � . . . . . , , ' ' • . ... . ; . ' . . . - . . � . . .. . . . � • •. � � , • . ' . � � � ; ./'� " , ' . . . . . ;'� . .. .% _ � ; y� ./ . . , . . . � . � � ��`, � � �� .. . . . . . s . � � . ., . . . . . . . . . . . .. _ �Q �J { / . . .. . . , . . . . . /� . .i� . . . . . � . , . ' - , . . . , . Yi,,' , .�� . . . �. . ' . �. . " . .. .. . . . . " , � .. . _ . .. . . . . . . • ' . . . � . . . . � . � .. � . � . � . . •/' ' . . . ' ' " ' . . - .. , - . . � . . . . . . . Y- � '�J . . . . f" . . . . . . . � . . . . . . . .� . . �. . . . . . . . � . . . ' �,.-� � \ „ , � . . .. - , . ..-.�.. >. . '. . . � . . t: � .. 1 �� . � . / . y . . ..• . . . . . .� ... y , j.- , . �.: . . , . . . . . . . . . . . .. . , , ..... . . . . : ... . . . . . . . . . � f "`+�..�..:. . » . . . . . . . . . . J^'^�`^^ .. . . . . . . . , � :.. .. ,� . . . . � . . . . _, . .... . . , •'. � •' ' , . ��,,.. . . . ` . . ,<. w� . ,..- . . ... x .. . . . . �:.. ` 1 +.,,. .; . . + .. , .....Y . � . . , . iJ ,.. � ` , , . ......',...... r� � . . , ._ ' .. . . . � . . . . � .. � � . . . � . . .. . . . .l . } � . .. . . � . . . . , ., ' , . . ` . . • �Y � ...• ' . • ' . �+ v� . . : . . . . ..� � . :., . . , ., . t . . r- , . , . . . � . � , ♦ . n .� . . .� . � . .- . .. . . -� /' ' � . � , � • . , . , . .:"' .. '� r �m.�.... . . .��!.... �.� , :- . . . . . . . � . • � � (� : �. � . . . . . . �. . . . � ', k.. .� . . .� � ..� �... . . . . , . � � . . . . . . . t . . .� . . �. . � ... ..r .�.i: •t• �I/, . � : ... . ....,..._.._.__ _. ( . ..._._.. ...,._, : , . � . . ,�.... . :„ . b . . . ..,,._..-�,.�.... . . ; �� n . � ; - _ . . . . h `t . � . b --�-____`___, . . . . . . . \ . x 9 _ �,. 1 �: 7 . . � , .� . . . . . . . .. . . ,�� , - -r---��. ,��- . _ , . ,.. , � , �,,� . . . , ,. . . _ ,:�. . _ . . , . . . . , . . . . . . . . . . . �" ��- �`��: � . . . . . . . . �, .. , , . . , , ._ . .. . \ , . . . . . ",..., a-:w�� ,..s. . . � . .. - ' ��',,.�• � . . . . . . . . ' , . . . . . � �C?.�:...."�. . �.. . . '.. . . . . �. , / . . . , . - . . . , . . . . . . � . . . . . : . .� �v�. -. . . . . . . . \ .'.. �. •' . . . .. . . . � . � . . . . . � , . . . . . . � �. � ,�, , . . . . � . r. . . . . ! . . , . . . . . . . ... . . . .� . . . . . .. � ' � - . � . . � . ' { . - . � � . � . . • � . � . � . ' . • ' ' � . . , , . : . .�. (.0 ..; t � . . � ` . . � . � �r, . . . . . 2 . � . . . . . .;,�.� ..u, . . .. . - �. . , .. : . .,� . .�. . . . . . . . . . � . . . . . . . , . . . . . . . .. _ � . . . }� _ � ,� . . . � . .•r. . _.�� . . . • . . _.__ .: . . . . : . �__ ._. . � ..{,. , , . . .. . : . . � . . ... ;� � s�t� � __ _ _� .� ,.. ,,t � . , v . . . . . . . . . . . .. . . . . . . - _ � ��-.���.�!c� .,.�� � � / . . � r- -�� . .. . . , , . . . . . „� � . . , , , ,�, . .w . . . . . i . . .. �, . . . _ �: .. . . _ . � . _ � � . . . : - _ - . , . . . . , . . . . . _ �._._ �. � �r�� K, . � � � � . . . r� �� �� � ,,,,,. � ��' :; � ; f�� _ . _ � ��. .�. - 1 .,� , . . . _ ..� � � � . ,�.�r.�,�..�.. _._.�. :ti;.: ; _ . ��x; . � ��� ._,._ �r�� � . . . . . �� �, � � �"�''` -.i . o- .:o .. . _ __.__ .. . , _. :.�L..:�3�f�..� < ����.��"�'�Ci- . . . , . , :1: . � . � _ , r . . . . . W �; `� e� . ..�A... /� o . . . . . ��.�.� ; �:�. � � �r� �{ tj Qf'j . -� � �{:. �.,� . p; . . �� ....... � % %� f�` �.- . . . . . . . . . - �,.�.t =t . . . , . . - . . . . . . ,,�, . �s�r��� -'1 f.�.r�l.'.�,..�Y,. ._f/.�!,,5_.�� , . .. . , . . . . . . . . . . . .., , . � ' _ 5 , : v • ' ' . . . . v._ .... ' . . / / _�_J,_ . . . . .. . , . � . . . . . . .,...�,.. � � �„ ���� .. ��,�:�! . .'�� ' ++. . . �J - f . . . . . . � • � / '_ __............,. .. _ ...... _ ... �i • /' . .,..._. . » _......_. . ...�._ . . . �i . � . . . . .. . � . � ... �iw�"! ..._ -, r . . . . . . . � �I . �v' i` . . p� � � � � . . � . � . � � . • � . . • . ' , � , . . ' . ' . . ... - ' . . , .. � � . � . .. - . �.�_� �:� �=� :�:�:..,�_ ���. . . . . � . . . . .�. .�.�J . .: � =�:�� �� .. ; . . . . . . .: � _ : __ � ,� � � . f . � . . � . . ; r � ��� �. y . - . . / � �r 1 . . . . . , � : w� . . . � .. . . . . . . . . . . . y ... . � ..... ...., r.. .. . .� . � . J . . . . . . _ . .. �. . . . . � .� ....... ."� • ' ,�..:.; . . � . . . . � . . � . . . . . r , __�_......... . . . : .l_ ,z,/. . , . . , . . ,�� � �_� . . • . � . . . . , . ,, . 5 . � ..:.._ : ,. . , �. . � , �� : , � �y� . . . . � ... . . �. . . . ��f� . . . . . . ��� � �� � . . ... � � . . . . . �\ . . . 1 ,%.: . . , _ . . . ] .. � � . .. � •�. w. .. .. ........ . . . . ..- ... .�..... .,..:... I . � . . . .. .. . ... �. =; • . , . „ . .Q .. . . . �, . . , . o.:�.. ,.. �� ,:,. a, . L � . . . . . . - . . . . . . .. -�. . . . .... . , . . . . . . �$ � �/� : . (�'A�t-�..t \ �,/, ; } .-��a����Ij .._ � ;r. t%��. . � J�� . . .. ,�t � 15�.r � � . � ' , t� . �� ' ,�,....�., ... . ' . , . . .. . .. ' . Lr�'� +V _ • � . ' .! � 'I�.� ,����. !}!" . . , . . . . . . . � . . .t...! . . --.-.. ..... + 1 . . �' . . . � � � . . . � . �:J• � ��,� �� '�S . . . . � � �' . . . . � ��.ry=v .� _� � F�S . . . . , ... . . , �. 't.. .i� .. t� � �ti . . �� . , . . ___.__ ___ , : ._... . , . . . . �_ .r . _�.� t£; . . . �" . . .. . d�' . �, y�J. . . . .. . �" a.':. . . � . . . r�� � _.__. . . .� r . . C�'+ �. , . . . , . �:�_::`.::.� . Y . : . , , . . , . . .. .. - �.._.�..y....-.� . . , . • , . . , . . .� - .. �� �:� . ' ' :'� . . . . ,� . . . . . . . . . . . . ; . . . . .. , . r . : �i� . . � . . � ._ . . . . . . . . . : ., -: . . � . �.___ ,.,_. : . :: . . . . : . . . . . . . . � . -�.. ._....� s . . . . . . . : .. ,. .r ^- � . .Y;:;,.. . . . . . :. . . : , . . . �.._x: - . . . _ .. .__ _ . , .,. . . . �.. . �-. .�. :�� n ... . . _� .._ , �. „ , ,.�. . . .• • . � . : .. . . . , . . � � . i , . r, r ..,, .; . ,, . . . . . .. .. . _ _ � . � . ._. , .,: �. .3. . . . . , . . . . , . ��..� � ��:.� . , .. � .��: � �� . . . . � � , . .-.—.-�rt ..-..____�,:,. $: ,;.�,., .. . .. , i . . . � . ,e � . . � : . . , . . . . ..: , , ..,� , . . . . � ,r r ,� . �`�'''� , . ,� . � . . �.. l � . � . : : . - , , . . � y . �, . . :�. . .1� . � N - _ _ �K, . :...,. . . . . _. . . .. . . . +� � .... _ f . . r- .- '... ._ ;; ,' ' ` . . . 1 �. .:.. ` � . , . . ---. ._. _; , .. .. :. . . i ,, . , � . . . . '4 t, _- . " : . . , > � :. s! . . n; .. . . . .�_� � . . . . . _. . �„, ��' _.__._. � ._ ._. .. ,. -, t,. , . . .. ,.. , . . . ; . . , , . , , . . , . _. � . , .. .. , <�. ,,. . . �.7 . . . .. . . ; . - 4G� . , • . s� ..us . . , . . . � �. .,,. .. ��,/ . � ^�"1/r'.' � . r� - � . ,. -.- ,.:._.. ;. ,,>,F..,.r.�.,....�� .. . :� � � �� .: � . :� . .� . ,n ...,.. , ��-i+n:'.✓'f . . . . . . s' , . J� �. � �-�-�..�5 � i� . . . . . . . { � . . . . � � . �, . ,- . ., .i . .: ` I . ._ �, 1� � � �� ��j ,,r�"�, � ,�: ;�. ��� . . . . �..�. . :(" . . . . r 't -...._...... i' J� .::Y � . . `�f � � . . .. . . � `✓ / 1 . . t� . � . (, � � `�T �� . . , ,.,. . ''. . :. •/t � . �� � . �� � . ��'J IN . . . . ..t v. . . z.. r.• J � . . . . ..eJ �' :' ,�t . � � . . . . .. '�,./ . : . : . �. . . . � . . . . . . • . _ . .., . • . � . . , . _ , . . . . .� . . . .. . . .� . ' . - . . . . . . . ... . . ._. .._... . � . . �, , , p . . . . . . . � �.._.,. . y ' � . . . . . . . . . � . Y..: '�./ ' � � . ��. . ^1 4����,� . . '! . 1 . . , . . � . . . � f�} M .t' a .�..� �. . .. ��. w x • . . . . . . , . . . - . . . -. ... . '... . � . .. . �+` r .... ..._ . ♦'� . . . . . . , . _ ..,.. � . • � �+� �p�y " �•. , _ 't .t rw/ . . . ._._.[..�.. . -�-�'-^`" ' � ' .�-....� ._..._��_.._.. � . .. � : . �_.� .. t �Y 'f J ^ , � � �,.(7 t� � � . . .. _ . . . . . .. , . . .. . . � _.._...... �� � .. � � .. . . . � � :`*.r.� , . ' , ' ' . • . . . . , . , . , . , . , . . . • . . . . . . �.� . . .� . . .. �V y , . . � . .. . �R, C . . . . . . """' .�'�^^:--�------�.--..�«... ._..__...�.. . , . 9f� � . . , • . . S � . . . . . -...�...-...«.. . . � �� � i . . . . . . . . . . . . � . . ..._. f_, . � �/ . . .r � , . .. . . �• . . - � . . . � . . � . .. . . . • . . . , . /�""� .. � . . . .. . . . ' . '^.-^^'-.-=---�--�---- --- . . , . . . . - . . - .. . . . . . . . . .. . � j� . . . . . . ... f..,.f . . . . . . . , ). y f � j. . . � . . . � . • . . . . /� . ' ' . . . . • . . . . . . . . . . {�� . . . . . . . •Y . . . . . . . . . . . , . � (/��. . .. . .. �' . . ' .. . � � ..� : .....�..... ... ...� .�.....:.� � ....-��.� .: . � � ...,—,-.. �� .. . . . . , . . . . . . / J � �. . . . . . . . . . . . . . . . . �fn . . . . . . . . . '��,. Y�(�1�."' '�T��.M . . . . - k ��.i i"'�' � . . . .. ; ... � . . , � . -.. � . ., ' . . . � � � . . . �_;i�� "I" At� . . . . j. . . ;- . . . . , . -—� . .. _ _ _ . .. — � . .. � . . . . . . s . . . . . . . . , ,1' � - ( . . . � y� . . . . . �': . , . . . . . . . , . . � . . . .� � :. � . . ♦ . , �/ . .� � . . . . . . '. . �. ' . '. y � . . . . . � . . . . .. . / . . . . . . . . ' . . . . } r . ' . . . . . ' , � . i � r �(y . . . . �� . . ' . . . . � . .. . . . { � . . . . J . �S J �/ , . . . . ., . . _ • • . . . . . / {�� .. . . �„. i��' � . '{�"� . � . . . . . ... � . . . . . . "�' /.� . . r . . ��'.!� " . .. . . . . , . . ` . . �--d..r . . /� \ I . . . • . . . . . . �J {�''0. . . . . ���7��4�Ai�����'�� . . . . . , . . . . . . '/ .>J . f . . . . . . . > • \• . _ .. .t . � . . y . . . �i���. (• ,�� '• i . Y' . . . . . �.... / . . . . . +/ . . . . . . . s�I' . .. . . . . � 'n � �\ . . �^'^'�'T-+ .. . . . .. . s ,V'. . � . . �. :r. . . . . _ ' t �. . .' � , " . � , � .. . � . . . : � . . . ���"�^ • . �..� . ♦ . . . . . � . . . �.;.� . � . • • . . ' . . . � . . �• _ � L/ . . . . � ' . . . , . . . . . . , . . . . . . . . . � • • r . : ., ..� . /� r . .r . • . � ti'%�� _ . . .i. . . •���..WU� ' ' _ ' • �•� . . . .. . � . ! �' . � . ' . . • .. .. . ' �� . . .. . . . . . � . . . � �. � _ � � : . . �. . � ..� . . . _ - ,.� : �� . � . . � � . . ,.. . . ..�`.."`_'�;", _ . . , . . . F , , . , . . . - _.__._. . . . , .. . . .. . . . . . . . , . . . .. . �..�. � . . . � . , . . � � ' . . . � f . . . . . . ./ . . . . . . . . . .. . . . . � . . . � , , . . � . . . .' ..: . . . :. . . � � . . , . .•, : . . . • • , .�. '�. ... . . ,..;�� . . � , , � . . .. ., . .. , . . ., � .�.i v . . . . . . : . . . y.: , .. . . �.. .' . . . . . . . . [ . . .. . . . _. . � ' �,t:'+ � . � . � . .. .. � . . . . . . �... .._ ': . �. .... �. �..: .. ...•.,.. :'. ... . .� . . . . . . ' - . . . . ti:'� . . A},` , . . . . • . . . . ._.... ._.. ..�.... .!' : .. �: .� �..:. . . �. .. . . . .� . ♦ .:. .. . ..... .;..;, �' �: � � ♦ e .,x,,.r:r:...,_ ,,.,. 1' ..0 . . ._� • � . . . .. � � '! . . . . . . . . .. . . . .�. . : . ... , „ �. :� . , . . .. .� . . . _ e . . ...':.. i_ .. , . . , . . . �. . ...-�.. . r"^ . ..�. „ _ ( . �... . �. .. : . .. ..� ... . .„ ,.. . � . � . � �. A . : c _-! . y�, % .� r ..�. ..��.�r.. �' .� .�.. . � . . . . . ��. . . :... ..... �. .. h._ � . e . .. . . . , . : . . . . . .. r/ . . , .. . . . . � , . . . . .. . � . . . , . :. 4 , . . r / Q . . . � . � . . ., . . . _ � ._ . j�-� � . ; ... . . , ... _ , � _.. ,. . �.. ., � . . -. . . : . �� : . .. �.. _ � . . �.. . . . . . . � .. . . . . . � � . . . � �__..�. . . . . .., ... . . . .. .� . ._� . . -r ,.. .�. . . . � . . � � . � .., . . �� . . . C'r ,. . ,. ` . :" • . . , . . . . . - . - . . .� : . .. . . . . __ . �_.- f . � . . ..�rJG���M�Li�.�.,.� .. . �,: .. �. . . . .. • .. . ': . . . . . . . . . . . . _._._.._. . . > . . . . . . � . . . ..... .. . � , . . ,. ,..,' . .. . .. .. `,, . .. ,.. >� . .' . �. . . f. .... ... .�... : . . . . . . . . . . . , . . . . .. , . . . � . . . � . .. . »... .., _.- � . . . . . .. : . S. �.t..r,. . �... . .,s. �. 7.� X. � . . . . . �:. • . c. , . . . , , • � � . w S T . . . . . . . . ..._. .. ..... . ... . . , . .�.: ,.... • .. . . . �. .t ...., ,. . . . . �' . . .� . . . �. . . .. .. . .. .... . . .s:. .. .. � . . �. .. .' .� . .. . . .. . . . . . . � �. , . .. .. •i , . . � ._,,,_.... . ..'. -' . . . . . . � . � � . . . . . �...,. ... .... � � ' . ... . 1. .� . .. h . . . ... . .. �... . . . . , , . .. . '.'4 . . . . . . , . . , '�,•��" . , � ' �� ; .... , �, ��. .: �.,.;..�..x . .�,.lc .. .�... : ... , . . � ,.^-. .. . �. .., . . . , �. . �, . . . . . . . . . . . . �. ._ . �. . ..... .... ... ... . . . . . , .w � +� , . . . . . . . . . . ., ,. . . . . ., .:� .� . . .,..r. Y . . . . . . . . , . . � ._. . .. . . . . .. .. . ... r.. . . .. _,.:;,.> . .... . . . ... ..... . ....... . , - . , .. . � . .. . ..� . .. �. .�. . �� . .c .Y � .� . . . . . . ..� . . . . ... � � � �'� �s . . .. , . . � . �.. . . . .: . � . . � .. y . . �..._:. . . . ; -�.--�— . . a . : .� .: . . . . :. . . .. . .: . . . . :. . .. � . , . . : ,. �' . �� .. . . . . . . .____. _._. �'�. . . . . . . . . . , . �: . . . .. :s �� t. , . . . , . .. u . . . . . . . _ . . . . . :� . . . . . . . . . . . ;� . . . ._ _ ._._.._.. ..... : � .. _ . . . . . . .� �� � . .. . . . . . . . .y ., . . .. .. . � . � . _ ... .._. �.�._.. . . . . ; :,. . . �::...,: E . . . _.� . . . x � . . _ _� . ...__:__.. . . . ,� , .. . �,. . .� � . . . . . . . . . r , . =" . ' . .. t • , � .' . . � . ._ . ....�, • . v �, . y�� •. _, .. . � -- _._ . :.w ;.: � x„ ,. , . .. . � _ . 1 .. . . . ; �"`� � . . . . . . � _ . . . � , .. . . .:. ... . . , . . , � � l� . a.. . . . . _ . . ._.,__ .. . . . . . �. . . _ . . . , � , ... � : , _ .. .� .... :. .. , � . . , . . . . ... .,, . . "�-` ;,��. . . . . : .. .._ � . _ . . . ._ . ,,,� , . , . . , .�,.. . . . > � . r . . ... . . . � - .: ... , ,, . ` .. . . . . .. ,r. , . p . :� • .. - . . .. . . �. ; �. . . � �. ,s.�,,..: . . . 3 "a. :t . . . . . . . . . . . . . . . .: . .... . . . . ,.. . _. .. . . � . . � .. . . . .. s.. . .,,, ., .. -,. , ... . _ . . . . , � . . .'. . _ . . . . . . . . . . . . . . ...,. ... . _.. . . ,.. . . .,v" .,° ,.... . .. . . � , �. . .+ - . ' . . . 'ft . . .. . . . �. . -. . . � _...-.._.. ....,._.� ...,...,_ . - .;„.,. ., . . . . . . . . �. . . . . � . .. ......� . . . . ,,,.. .. ., . . . . ;: ... . . . . . .♦ . ,/. � .. . � . �. . . ��. . . . . . .. . . . . . . . . . ... . . . . .� . . . . . » . . , �., . ;:.. . ,r '' , � , . . . . .. . � .. .> .,;. ,.,. �.. + ' � . . . . ,,.�.. �. . '. . i � . . . � . '� .. . . . .. : . . . : r•'i « .j' /' �� .�,..'. ,,, ��; .. , � . � . , . . . ,. . . . , ..,, . ., . . r . . . .. . ��-�GZ� �'!� ; . . �/' � • . . � . � ',,.: ;� ' f ' � • . . . . . ., ..:, ,. ;: , , . : < .: .. ` •,, . . . . . , . . . . ...,.. . , , . , . . . . ., , �t ^:r!�"" .. . .. � . . , . .: . :..., .. . . . , . .. . . 'i,,S15;�,,,.. / • .. y •� ., . . . . . . : . , �( ' � .. . � . . , i' . � �. , . . . .. . . . .,.,. .. . : . � - r. . , . . � . ,. , � . > . .. . . . . • ,;r..., . . . . . . ... ,/ .; , .,.. . :... . .,., . :. . . . .. . . , : . . , . , . . . . . . - . . q ._ . � ,, . . ; . : l . . , , ,. . . ,. , � . . . . . . . , . , . . . . . . , . . . . ., . . ... . .; . . . . . . �. . , . , . , ... .. .y• . .Y:, .: 3 . . . .:. �.. .• . -:�� �- �. �. . ..�� . . . . . . . . . . . . : . . . . .. . . : .. ;._... �� . ..:, �. ' . . .: . .. . :>}l . . . , . . . . . � . . . . . - - . . . . . . . . . , . . . . . . , � �. . . . -..�r. � I •.� . . r . . . �•.. . ,- l., . .. . . .'�` � . r . . . .. � . . .. . . . ..�....�_ . . . . . . , .. . , : .>, . .. . _......, . . . . „ . . . . , . - , . . . . . . , . � �.. . . , . , ,. . . . • . . . 'r� . . . . . . . . . . , .. . ... 7 t�:' . - . . � . � . . � � - . f� �.��� . . . 1� .r i'�~�`~` . . . . . . . . ., _,,., - ., ., •-._.,_ ,.. _ . . t , � , r . � . . ,. �. . . . . . . , . : -. __ . , . ,.. J . .; . , . . . . . . . , , . .. . � . � . . ,,..�.,...r' . .. � . �. r �. . �/�c . 1 k . . . � . . . �t... � � f , . � ` i .:. . . ... . � '.. . .. . . , .�. .. J . . .� . ..:�y" ....i ' ��: ., �' . r. . . �. : - ...� .If . . . .. . . . . t . . ,. . . - . .. . � � . ,,,.,: . . .� ,. � •. . � . S . �•� �-' ' . . .�� . . , . . � . , . . . - . . . . . . . . . . . . . . .� .� . .. . . . . . � . . . � . . � . . . . . . . ,.. �, . . . . . - - . . . . . . . '. � . , .' . . . . .. ,,.', .� ., . . . . , ... r. . :., . . . . . . . . �� . . ,, �a %� ,� � . .� �.., ;. �. � . ,,. .... .. . . .. � �..:. .�. .. ; .; ' . . _ . .. ' � ,� ;:.. . . , . . .. ,�r � . . . � . . .�. � . �� . , t. , .. . ::.,, .... . , ,r,�-. . ,;. .' . � � . • . � . , . . . ., � . . . . � . . . . . . . , ._,.. ..___, _...� , . . . ,,� . .. -. . 4. . . . !�` . �f • � . ' -. . . r . _.. . , . . . , , � ,,y . / . _ . , ..;..„ �. r ;:: , i . � . . , . . .` ' .. �z �., N r .. , _ : . - � _ � ;: •,: . . •. . . :. � �y . � . . . f . . . . .. s ,. , . . . , . .. . Y . . . ;. _. .. � , ,. .- ���.. ' , . . . .. ... . 3 . .. ...�: �. � .. ,.,,. .-........,......_ . . ' . . � . . � . . . . .. , • . .,��. f. . . , , .. .,...,, . . ,._. ..� .�Y. . � . � , ._...,...._. .. . � . . � . . . . . ' �. � , . . . . . . . ., , ... . _.-__..._..._ .._� . .� . . . . . . . �..�.� ._......__.w� ♦ . . _ . . . _. : . . �: . .: , . . . , ., ,. C.)� . . . . -- -----...___........W .�..._ �.� . ..! _ . . . . :. : . . ._.._._: . . . � .. - � . . . .. �, :, .. . - .. . . . .. . . . . ,. . _ . . . . . . ., . . . . . .� �► _ ._.__.. _. ...---- ._ .._ . . � j ._._. : . . .. ,. . . w_ :_ .. _. .. . ... . `l!� . . . . ��� . ..... .. . . .. . . � . . tJ � ,. . , .. . . ��, . ���^'� .,, ,. . ,� . . . . . _ ...,... . . . . . , ,: , . . . . .. . � . .. . . . . . . .:.. . . . . / . . . �/'� . , � . r a. ,.'... . ...: ,.,;_ • . � . . , ..: � , ' .' . . � . � . . . s �/ ... . � �; �. .. . _ �. s . . . . . . , . , . .; ..,_. . .....� .., . __. .. . .F '. . . . . .� . . � . . t .:,:, ..: . . � . , . , . . - . ' . . . � . . . , '��� r. ' • ; .: .. � . � . , . �� r ; ,; j� ;.� . . � .. . . . . . . . . , . . . . .. . . � . :� � ,. !1 ,�,,,,,� ���+/"'.' ._ ' . _.:....-.,. . . , ... � ... � � . , .� . . ' .,>: z! e,. �. '{. . , . . .. �.�. .. . . . . / .. � . ` . , . . . � . . . . . '. . � . . . . . . . . , � . . . .. _.. ... ....., H,. . . . . . . . ... ,. . . . . . . . . . . . . . �... . , . . . . b .t�t ._. �'i�.i'��1.::. . . . �`� . . . . , . .. � � ,. ,. . , _ ^r-�-�- ....:.`. ,. . . . . . . ..,:.. ,,., .. _ . . t.., , , , � . ; .. . . � ::, ..._ .;, . . . _ . . . . . , : . , , .. . -�... . ..� �. . . . . .. :� , . , . , . , , , . . . . . .. . ._� ,. t ,r . . . . . .: , . . . . . , . . . : .. . o � ; �. � . � , : , . , > . .. ; _ . . : .., . ., . . .; �. . , . n�.� � . .. , . , ��� . . . , . , . . . . ... . . , ....t . . ,, . : � . . �3. � 7 . . "� jS. C r ` �. ,.., , ,. .... . � ,.Y"� . . . . . . �. . . � . . . . . . . . , „ ��� ��., . .�: .<. , �.'. ,,.. ` +., .. .: � . . . . . . . . .' . . . . . . . .:- . j ., x. `. ' ir`..� . . . . . . . . .� . . . .. .. . . .- ��.. ..�. - . . ...:� . ..... ��v . ..:��i _ , ...... . .. � '.. . '. ' . . .� � . . , . . ,: ,' .,_: ' . .. . � `7�YME!M�����•.-. �'� . y� �. .�. .:. , .,.;.x::...-... .V,. ,.. . . ,'.�..: . . . . . . . ��. . �. . . ... . �. �:... . . , .. . . ..-.. . , �„ _„v �.♦ . .. j.� . -: . '. . ..:«, . :. a , .;...,-:. . , , w . . . . : �� . .. . . .. '�����r' . . .. . . . . . .. . ,.,,,.. . . ..., ...� . . .. . .. :.,i/. , . . . . . .„. ... �, . �.. . .., . . . . . . . . , ..`' . .:. ., .. . . . . . . � , . . . . . � _ . . � � . . . . .. . . . . . ,., . �. ,: . ...« �. .�.. ,�, ,, . . . �.. i . :.V. .. .. ... , .. .� .� � 'f . . . . .. ; ,., �.� . ,,: , . �, „ . 4+ ,,:..�..�� i�;, „ . . .: � ....� . . � ''f �: . .. ; . , -- , . . r . � . � . .. ,.,, :. ., . . . . . . . . . . .. . . ; .. . �,,. ». . . .. ...._ . . ... :. . . .. . � . ., . .. . . . .> . . . �.. , ,. <,;:, .. .. ' . . . . , , � , . . i. . ,l � , , .. .. . _. .. . .:. _ . . , . . . ., .. . � � �, . . . - . ; . .... . . . . . . � _ . _ , , ..,,� , . . . r � �° . . . . . . _ w . . . � f .. �'' . . . . . . . � . ... .� . . . t : -��.x'�f._... � � , . . . . . ., ,. .. . � .. . . .. . . . :. . . . . . . . . . . . . . .. � : . . _ . .. .. . >., . ,. . .. , . . . . . . . . r . j� . .. '� . ,� . � ,r ..- .., . ., . . . . . . . . . . G�. ��, � . . . • . . .� , : . .� � "��" . ,,� � .. : . .. . : , . . : . , . . . . .. . . . ,: . , .. . . . .. . . . . t? . _ _ . .: . . .. . . . � . . , . . . . . . � . ...:_I . . . : � . L.j� . , . . . .. . . . . _ ,. . 1 , f-. � . ._.........:.� � : . � .. , . .. < � .;: .. . . , . . . , . . . • . , . , . .. . . . . . . . , . .: . .. . . • ! ._ .. . ; , . . . . . . . . .. . ... ._ . , . � . . ,. . . . . . . . , _ , . . . . __ . . . . . .... : ..... .. .. . ,� . . .. . . . . 'R? . . . . . . . . . , .� , . . . . . . . . . . . .: , . � . � . �. . r ...� . . . . < . . . , , , _; . , . . . . , � y .: � . . � . � . -�_. t .: ,. . . : . . . . . . . . . . � . , :. . : . . . � . . ._ 7' ... � . . . . . . . .� . . . . , . . . . . .. ../ f . . . , � . . . � . .,. . . ., . . . . .� . /. <. . . . . . . . . . . . : ..♦ . ; . . ,;:.. . , :..� , r. . . �`� / 4 : �' . . � ... ........ �.: . , � „ : w , ,. . . . . . . � . . , . . . �/�, �' . . ) . . ., . . � • " . . . . .. �'. ., . �t�1 . ` : „ �: � . . • . . : � .'..''.�_ j , - . . . , . ; � .M._.. ( - 1 - . . . . �. �, . . , . . !� .�,,,.�. . _ , . € . , .t �� � , . . ,.. .. ;,.� . J. . • . . . . . . . . . . ' .��.+...+w..........: ...���..,i.... ..,;,._ ' � � . . .�! '��.. .j . . . . � . � . . , . ( . . . . •� . . . . � � . . . � . . . . . . . . . . . , . � „. . . ., . . . . ,... ...... . . . . . .. . . � . ._.... .... «.....� . . . . . . . . . . i i . v •, :� y,r:� ie.....+.-.........e......«. '. � .... . . . . ' • . .� .� .. � r� � 1 y s �,., ♦C . � �: . . t• 2: � / • / � - .i.... . _ �.. , � t � . . . . • . . . . � . . . .��..:.�...« . ,. . . , . '., t. ,., . � � � , . . . . .. . . . . . ,,,. ,.� ... ' � � . .'1 ,,.. .r '�� ' . . . . ,. , + . { . . . __-, . . , . . . . . . . � . . . . . . _ - . , . . . ... . , � , �..:- , . .. . . . . _ ..__.._. !: . . :, � . C . . _. : . ..._ :� . �-.:�1 . , . � �► , . r . . . _ . � , . ,, . . _ � ,. � �� t . . . . . : . . . .. . . . . . _ ... � , � . . . . . ,� .�._...�.. . . �. . . ,. , : . . � . . �, , . . . , _ . . . . '�l `� . . } , , . � �- _ . . . _ � . . . . . . ,. ... . . . . . �� ;'.G� � . . . . . .�,.... .�. . : . /. > . ; , _� .. :� . . .�e w� . 1 �_..._... .i . . . .� • ;.!. _�� .. - . � . . . . . . . . . ., . . � . . . . . . � , . . . . . � . � . . .. . . . . . • . '. / r.�.. . . .. • . . �� . . . . .. . . . . . � .- . . . . . '. . . . .. . . . 4 �. . , a� . � . . . . . . . � ........... . : .. .. . � . �. . . � . . . . . , ,�. , . . . . . . � . � . . .. . . . . . . . . . , . . . . . .. ... ,. , t . '�• . �. . .. . . ��� � � . � : .. . . .�,,...... . ..(. . 1������.�.». '�' . ! i . . r .< k „ . ...{���F�e� _ . . . . . . . . . . �. . . . � � � .: . . . �. . . .. � �: � . . . � . .. . . . . . . . . .. . z l� } �1 .� . .. ....,. . . .. .. . . �� .. . ... r� , � { . . ,.. � . . . � . � . � . .. � ...._..........., . ....� .. . . . ♦ • . . � . :. 4 . , ... '� �. . . , � , . . . . .. . . . . . " � . ' . . . � . . . . . � J . . �'� . .� . . � . . , . . . , . . . . . . . .. . . . . . . . � . . .. , . . . . . . ' . . . j�, . . . . .; ;, .. . , , ; • .. •� ' ' ' . '� �- • -' _ � . . . . .- .. � � . . . . , . t� .. ..,._ . • . . ' , . .� �, . . . ', . .. . . . , .,! �... .....»..... 1 . . . �. ��. . .. , ..> .� .: . . . . . . . . f. . . . ������t�,....__.� ,. � . '�! . . •�..'..: . � , � . . , � . . . . � � „ . . ; . . . . . . . r � , � ; . . .�,' --�9�.-- _�.,.� � , . . . . r.�� _ . �. . . f . . . �� � � . . . . . . . , . . . , . . . . . . . ; : . , � . . . . . . : ., .: . . . . . . M. : . . , . . . . . . . . . . r, . ��� �� . . :Cla :�— +C,f�: . . . . . ,: ,/=;: � , . . . . . �.: . . . . . _ . . /` - ..:.:,�- . . . . . �� , .. ,w �. .�..�.. . . . , � . . . . -;r' _,: . . . . . , , ... . . . . . .� . . . . . . . . . . . . . .�� . . . . . . . . . �� � . :I�. 1.t3 . . . . . . . /� . . . . . , ... ! . .. . . ; . . . . � j . . . , . . . . . . .. . . - . . . t . .. . . . , . . . . .. . . . . . . . - V/ t ..t •:� � ! . . . . , . f .� {" . . . , �, ... ., .. . , .� �. .. �.• • , . . . . . . . . ... ., . ` n, •,`. / •L � . �. . i. .� ' . . �. . • . . ' ., . . . . .. .. '.. . ,, . . �. . .. � . : ..: :: .� . . . . . ' . . . . . . . , . ... , . . ;O ,r , r;r"'v . , . . . - j . . � �� . ' .'::: _ I . . .:�. . . . , . . � . . .. _ , , . ;� ,.�. `�• s f•. . l . . . . y��� . .'�� , � .�C� . . . . . . . .. . . �� 'r. . �wr.. . . . , . . , . . . . , J s• . . . . . . . . _.:.]-. ~..v�' � . . . . . . . .. . . , , . . . . , � ., . . . . . ^f� . , . 'i' . . • • . , . , _ ..�- . .. . . , . . . �. . - . � .: .. .-. . ., � , . . : }� . . . / . . . . . . , . . . . . .. . . j' . . . . . . L�._. . � . . . . .. . . . 1f . .. .y,�. , .. . . , . . . . . . . . . �� . . . . . . . . < . . . � . . . . , . . .... .. . l •. ' ' A , , . . '. . . .. ' . . . . �_ . . .�.'. � : . � �'� . .. . . .. , . . . . . . . �- , � 1 ,, , . . . � . .. (/!{ 7 . . . . t . . . „ � , . . . . � . . . . . . � . . , . . . � . . . . , . • , � . . . � . • . . . . � - A ,T' . . � ' . . - - , , . � . . �'��� . . . . . . . . . . . .. . . . , . . . . . � . . _ . . . . . 7` . . . . . . . . . . . . . . �3' . . . , . . , .. , . � . . . . . . . • . _ . . . . . . . �:i�i. . . . . . . . . � . . . . . . .} . . . { . . . . . . . . . . . . . . . �� , . . . . . . . . . . . . . . : , ' . . � . � . , • : . � . .. . . . . . . .� . . . . . . . ... . � . � . • . . . . . . ... . . � .. .. ., . . , � � : �. . . . . . . . .� : • . • . . . . . . . . . . . . • .. �. . . . .. . ��.. . . . . . .. • ., . . '� . � i. � � ' •... ` ��.. .. . . . . . . .. . . . �1 � ' � � . . � . .. SZ. � . . , . . . . � ,� � . _ . . . . . . . . � . . . _ , , . a . . . . . ��� . , . _ . . . -.r� . . . . . .F-. . . _� . : : . .. . . . . : . .. . . . . . _. . . . : . ..� y . ._ . . .. . . .. .. . .. , . . . .. F: .. : . . .. . . : . . ... �r :_:._.._. .. . . , . � . . . . _ � . . . ._ . .:. . . . . . , . . . . . , �. . . . . . . .. . /' . . . . . .. .. . :,... . . . . . , . . . . . , � . , . _ i. . . . . .. . . �1 . . . . ,. . . �1 � . . , . . � . , . ... . �. . .. . . .. . . . . .. . . . . _��_.� . . . . �;`� . . . . . . � . . . , . .. ._ . . . .. . . - , . . . . � . _ . . � . .. . . .._.. .. :....._ . _ . .. .. . . .��_ . --.—__.. . .: : : : . . : , `�:. . �.,C.� a. . . . . . . . :. . �� ..�_ _. . . . � . . ; . . . . : . � ,.. . .., . . � . . . . . . . . : . : . . .� . . . . . f. . . . . _ r. . . . . . . . � .. . . . . ; - . y , , . . . . . . . . . . . .. . " . . . . �-�».__-�_-. � . . d �� ., J�l�...t�. , . . , . . . . . . .. . . . , . �� • � . . . � - . . . .. . . .. .__... . .. . .... . . : � . . .. : . . . . _ .. . . . . . .° y . �.. = "� . . . .,,- , . . ; . . . .. ,. . . . . / ., ::� . . . . .. � :. � . . . .. . . .. � . ,� . . . . . . . ._. . , . � . � . �t?��� _ . . . . . ��- . r. . . ....1 . . . . . � . �� . .... . . . `�, . . . . . . . . . ... . ,. . 7'.. .. : . . �. . � � .-. . � . . . . . . . . . - . . . . .. . . . .' . . � � ' . .� �. . . �' . . . . . . . . . , . .•� . ........ .-.�.> f . . .. . �' . �,r� _ ; . t , _ , .,.. . tJ' . . . � , , w ..'� . . a • • . • . � _ � � � ' � � . . , � �'. . . ' " . .. .• . . . . . � . . � . . . . - ' . . - . . . . . . . .. . • � � .. .. , . ti ' . . . . . .• � ...+..� . .. . � . i � ' ... ' . . � '.. .. • . �.. . . . . . . . . . . . - . . . . . ' . . � . . ' � . � � . . . .. . . . � . - , . . . . . ' ��. $� fJf, 'J' . . . . . • . . '° ' , . . . . . . . . . �.� . . . . . - . � . 4 . . . . . . . . . " . . . , . ' � • . . r . . . . . . . . , ... . . � . . . . . . . . .y . . . . , , . . . . . ' r . . l . � . . . � • � : . . . _ . . . � Y . . .___ . . .� ._..__ _ . . .. . . . . . . .. . . . ,. . . . . � . . . . . . � . . . . . . . . . , . . . . . , . . : . _ .. : . . . ;• _ . � . .. „ , . . : , . � • _ . _• � ,�. . . : . . , , . . . �t .• . , . . . . , .�. . . . . , : . . . �._ _ . , - - - .. . _ � . . .,..�`'�. . - .. . . . ' . • � . . . � � , ����(�. ,'�~ ;" . . . ;. �_.., M_w. . . . . � _. _._.... . . . a . -•.- � _ . . .. _ . . . . . :, __. . __. ,. ;�� . . . . _ � ,:� . . . . . . _ . .. ._ . . . :�-- �:�- . . . . . .��=.�, . . _�_.._..._.. ....a... . . . . _ . . . . ''�� �_..__._ . - � � . . . . . . .. ._�.. . . . . _��.s�. . . . .,, .. . . . ..,�s . =--�=�=� , . . ,� . . . . . . . . . . . . . . . . . . -�------ - � � � �J , q:t� � . . . . __ . � I _ . , � . . I � �' yi1'�� . : .. . . __ __ . .. . . . . .. __._.. . . . . . .i . � . . _ _ . . . . . . . . . . . _ . . . . . .. , �?'��� ,��,.�.� . . . , . . . . t..:�'I'�I_��__ __�.. . � . ��..� � ,�,�: . . . . . . �I'�' . � i .-' �.. ,.�".:. . w � � . D �,,��-'.'�:'��� . . . . . . . . . . . . . . _. . . . . . . _ . .. . . . . . . . . . . . , . . . . . . . , . _ _� -y . . , . . .. _ _ . - � ..� _ _ _ .. . . _ _ � . . . . _ _ . . . � . �.� � . _ �__ w _ . . . . . . G � ._�vr_: . . .: ���'` ___.. . . . . . . _-_�'_.__� �'3 � .�..�: . . . . . ..:` � ''1""�._.___ _ . . . . . ... . . . l.� '```•`� . . . . �. . . . r . . . . .. , . . . . . . . . . . . � . . , ... .. . . : � . . : __..�_�.� ..... �. . . . .. , . � � . . . . . . .. . , .U� . . U� . . , .� . . � � � . � . . . . .. . . . �. . . . . .. . . . . . . . .:� . . . _ . . . . . . , . . . . . _ . . . . , . . . . . . . . � . ,/ . �?i � � �. , : . . . . . . , ( : _ `"C'1L� : . . . .. . . . : �t . . .. , _ .. . , . . . . ., . . c . . ���k�`,�. ._ . . �. _1 . . � . . . ..�- � -��"��� ___ . _ . . . . . , . . . . . . , . . . . . . . . . . . . . . . . .. ._.... . . . . . . _. . . . , . . . . . . � . . . . . . . . . . . - . � . . . . . . ; . . . . . . , . . . . . . � �� . . . . . . . . . . . . . . . . .. , . . ,. . . . . . � � � . . � . . . . :,1 . . ,� . ./ /� . . � .. . � } . . . . . . . � . . . . . . � . . . . . ( . , . . . . . . � - . . . � . . . . ._ ) . . . . . , . .i f . , . . . . . . � • � - � � - . . - . . . . . . �_ . . . . - , , � . � . . . . .. . . � - � �. �. , . : .� . ./ . . . . . . . . . . .. jt . . . . , . . . �i' . . . . . . . . , . . . . . . . . � .. . . . . � � . . � ... . . , .. , . . . . :� . � � - , � . � . . - ��-�_ �`l� �. . . . . , . _ . . . . . . . . , . . . �. . . � � � . . � .. ' . _ .. • l � . . . . . . .. . . . ' . . • . . ' • .. . ' . . . � . � , . . . . , , . � . , . ' . . . ��. . ' , . . � .. � . - . . . • . � � ' . . . . . , , . . � . � , . . . ` . . . . � . . • . . . , . . . . • , . . � . � - . . . � . . . � � ..� . . . . . . . . � . . , . . . � �, ,gar. ,� .� _ . . . . . � � . . . . . . � . . . . . . . . � . . . . . , r . , � � � �' ' . . . . . . . . . . . . .. . . . . . . . . . . . . , . , . . , . . . . . , . , . . . . . . . • . . . � .. . . . . . , . . . � . ' ` . . � � � . , . � . .. . . . .. . . . . . . . . . . . . . . . . . .� � � . . , . . ,. - � .. . . . � . . � . . . . . . . • . . .. . . . . . � " . � . . . . . . . . . . . . . .. . . � . �. . , . , . . . , . . . . . . . . _ . . , . . . . . . � . . � . . . � , . . � � . .�. � � . . - . . . . � . . . � � . . � . .. . : , � .. . ;�. � . . � . . . . � . . .. . . . . . . . . . . . . . . . . , . . . , , . . . - . , .. . . ,- . . . ."�.r .�..rr�.. . . . . . . . � .. . . . . . . . _ . .. .. . . , . . ' ' . - . ' . ' • . . � . . � . � . � ' . . . ... � ' � „ ' ,_, � . . . . ._ . .� �_ . . . . .. � , ' . . ' � . '. ' .. . • . . ' . . . � � ' , ' ' � . . . , . . . . . . . . . 1� . . . , . . . . . . . . , . . . . . .. . . . . . . . . . . . . , . . . . . . . . . . . . , . . . . . �; . . . . � _ . . . . . . . . . . . . . . . . : . . . . . . . . . . . � . . ; _ : . . . . . � , . . . . . . . . . . . . . . . . . . . , . . . . . . . . . : . � . . �: . . . . . . . . . , . . . . . . _ . . : . . t � . . . � . . . . . . . . . . . . . . . .:.�.. . . . . `j. . _ ,.. . . . . . . .. . . . .. . . : . , . . . . : : .. . � � . . � . ti . . . . . . . � . , .� . . . : . . � . . . �� �;� . . . . .. .. , _ ( . �, . . . . . . . . j . . . , . . . � . � . . - . . . r ��� . . . � . . �� , . . � . ��� . . . . . . . . . . . �� � . � .. r .� . � :. � . �i� . . . r � . . . . . . � •• . . � . . � . '`'"" r.� �° �,< ';��'� �f'�• , � t"'�t,G► . , , WN . , • • . : - . • � . . . , � � . , . . � . . "� ' � . . � � . - � � . . � :. . .. . . � . � . .. ` : �. �. �� � .. . , � . w` . _ � . . , . - ' �.. . . . . . . . . . . . . . . . . � . . . . .. ; . " . . . . . . . . . . : • � . . ... � : . .�..y. . .. . - . . . . . .. . . ..' � . � : .' ' ' . , . ,- � ... � . . ...: � . . . . . . . . . . - . - . . . � � � . � � , . . . . . . . . � : . . . . '. .. . . . .� .� . ... ��. � � . � � � �. � . � . .. . . � �.: ' . - . � " .� , . � " . � . . . � ' . . - � . �.. .. . ' "• .. . � � �. . .•.,.r� . . � . ' . . . . . � - ' . . : .. . : � . . , . . " . . � . � � .' , .. � . . . � � . � . . . . . . , .. . . . .. ' ' . • . . �. .. . . . ' . ' . . : . :' . . . ' . . . , . . . . . . �. . . . . , . . . . _. . � , , . . . .. , . - . . . . /� , .. , . . . . . ... . . . . . . �. . . . . . . . . . . . . � � �t#ECK _ . { . C�� , � . . , . , . � c�,,.,Jt�+� ` .1.+�'��CA. t2" .(9'�� ��r'�;1�d1 j.�/t� � +� . " • DAT� ��.... . . . . . � . . � � . ; • . . � � � . � . . . . � . . ; :� . . � �. - - �,� �,: . . . . . . . . _ , . . . : . . . . . . . . . . . . . � . . . . . . . . . - . _ . . . � . . . . . . - . � . . . . . . . . . . . : . : . . . � . . . . . . . . . . . , . �`,7:. � . � . . . . . . : . _ : ;.. . 4 � � : . . _ . � � . . . . . . _. . . ... . . � .. . . . . . . . , . . _ , . . . . . . . .. . . � .. . : . . : . _ _ . . . . � . . . . . ... . . . . . . . .. . _ . . . . . . . . - . . . . . . � � . . � . . _ - , : . . . �;��.� . .�.�v . . � : � , . . . . . . . � . . . . .. . . . . . : � . � . � � . . . � . . - . . : . � � � . . . . . . . . . . . . . . . . . . . . . ; . . . . . _ . . . . .� . _ : :�,� ._. . : . . . . . . . . .: . : . . . . � .. . . �� . _ . . . . . . . . . . . � • . , . , . . . , . � . : .- . • . . . • �HE?ET .� ' � . .: _ . , . . . � �`�, . . � � � . . . . . . . . . . . . . . : : - . • . . ,. w, • . : , ,. . � � _. ��� � ��� � : • . ' . : � ' . • .: • .. . ' . . . +. • �;� • . . , . . . . � • , _ '• . • .. . _ , . . . . . _......--- ._ . .. � . - . � . � . . , . . . . . , � . . . . . . . . � . .. ���°°�� .�� ' �'� , . . . . . . . . . � , . . Mv. . . . . . . . �e� . . . . . � _ . . . . � . . . . - . . . � - . . . _ . . . � � . . : ` : . . .. . . . . J . . . . � � � . . . . . . . . . : . . �. . �� � . ,r . . �°�:��,..�. ���/ -�-� , � , ,� , .. , .. . . e . . . . , _ . . ,.... .. �.. . .._: . - . . . _ . . _ . . . . - . . : . . . . . . . .. . . � . . . ,_ . �ro.eiaawcxe•zaxse , . . , ,, . . ; • 0=15'�6'34" � � R=220.�0' L-58.02' � C �EN-57.85' t � BRG-S 45'Ofi'15" W . E � ���-7 �- --- -- -._ ._. _ __ _. __ � «< _. _.._ . . _: _ t � �� � I__. _.. __ __ � iV (�Q��44'1�" F 26.84' . S 89'15'41" E � p� 9.70 I � 4.35� S t?Q'44 19 W 5.5 � . - - - - - ---� r� oa•n����" e �s.sa` : �o,s I N 89'15'41,. W ,r .k" 4.35' l NOTES: ,,, PRQPERTY --_.,_ � 1 DATE OF' SURVEY: 5/7/03 ' LINE I _ '� � `. ' 2) SURYEYOR HAS MADE NO INVESTIGATICIN OR INDEPENDENT SEARCH FOR SA EASMENT „A.. I�ETAI�. .�'� ' EASEMENTS qF RECORD (OTHER TNAN PLATTED)� Eh1CUMBRANCES, � C� �ASEMENT ,.A,. DESCRIBES AtJ EASEMENT FOR SEGONCt FLOOR LIVING RESTRICTIVE COVENANTS, QWNERSHtP TITLE £VIOENCE. OR ANY O�MEft AREA FROM PARCEL A flNTt� PARCEL B. SEE Ti-�E PARTY WALL AGREE:f�ENT '/ FACTS THAT AN ACGURATE AhtQ CURRENT 711'l.E S£ARCN MAY DISCLCISE, FOR TNE SPECIFIC QESCRlPTIOiJ. ,� 71.7 68.3 3) NOTICE: ACGOROING TO CO�ORADO tAW YOU MUST COMMENCE ANY LEGAI. � 71.3 ACTION BASED UPON ANY pEFECT IN TNlS SURVEY WlThiiN TMREE YEAR� � ,• A�tER YOU FIRST DISCOVER SUCH [7�FECT. IN N4 EVEhlT, MAY ANY t 69.7 \ ACTIpN BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCEO MQRE � � � d=1 S�55�29�� � THAN TEN YEAR5 FROM THE DATE t?F 7NE CERTIFICATIi�N SNOWN � � j � R=20Q.0�' ��� NEREON. _ � .:� ' gg,� f �"^�6��� � � 4) BA515 OF ELEVATION: SEWER k�AANNOLE LOCATED NEAR NORTM CORNER QF �OTS 50/51, � ,, { : : T-33.33' �� INV. ELEV. 8007.9, MEASURED RIM ELEV. Si�16J. _ /� •,, � ' C LEN=65.76' , L(�T 48 � q '~ . E3RG=N 47'00�42�� E ��Q,�`{�' S} BASIS OF PRC?PER1Y L�INE k.QCA7IQN: FND �5 REBAR A7 NW & NE CQRNER QF L07 49. , � . . _ _ _ _.. . ... :_ . 66:5 67 3 X � .` �t1 �. + +: ...1 �/ 6) BEARIt�GS ANO DIS7AhJCES ALONG Pf�t�PERTI' LlNES SHOWN HEREt?N ARE '�� * s z ' '�- x�s.a L1=28'14 04 'A� , a� sHOwr� oM -rw� sveoav�s�or� ��T oN��. a aouNQ�Y suav�r wau�.o . +��j�'' � � � .� � ,;\�, R=�iOO.C}0 � SE NECESSARY TO [}ETERMINE Th�E TRUE DIMEtJSiOtJS OF' THE LOl' AND . � � �' ;`s'': L=9S.�J�?� � SETBACKS, WHICFfi MAY VARY FROM THE P�A°fi'ED D{MENSIONS. .. ,; � / ' I EOGE QF .,. �, � 4� - -, I x �R�vE �... � �� C LEN-97.5��, ,r _ ,��� � ? �67.3 66.7 . ` •�� • BRG=� �J� �d �}0 W ,�'"� : � � �.� t � �, r: . . i . . � {5.�``i. �� .. "� � . 67.7 + _ \, E � � � } , � !���� 5-Q.5 ���'��\ ' :�`~� INl?ICATES CONIFERflUS TREE WITH APPROX. 1.5 DIA. TRUNK � � � �ocK woc�a `� -- �o.� ; �1�.. ' . C�RA(NAGE EASEMENT � ( - _ g I ;_. . X �' , WA�I T4E \� � ; E _ _: .� WAt� ��\\ �j` j_ 66.9 �, �`'"J�` '' � +,, , ` > � ; I � � `,� ,�� :'�� - INDiCATES CONIFERdUS TREE WIThI ,�PPROX. 1.0 C?iA. TRUNK . . � �i � . . . . . . ti` . . ' . .- �.. _ . . . . . . j . . . \ �• . .;-' . . � ; r ;-t `� �'\ �j;�` ,,,� • I ' 67.Q f7.t 67.6t , tf � _. �q ;�s� Y ��\ � � X 4i�'. r4w±�, �,; t� / ._____ i �,;, �11x�. .`.� � � • f � � ,�� � �� EDGE OF � 1NOICATES DEC1pU0US TREE WI7H APPROX, 0.6 QfA, TRIJNK � � �. _ � ��, t�t �,- x;:`���z f�. AJ\,_� 74.3 ASPNALT h f 4,•�� ; , x , ���,, � f� F'`, � ' f 67.2 , f. '� BllI�DING , , +} .,� ` , t Q' � { UTLINE � � �� t s � � � i �\ µ��� � IN[}ICATE:S QECiDUOUS T�2EE WITH APPR{7X. 0.5 DIA. TRUNK , /� � ( � k,. �� � � '.���1 � r • � ' p � ' �� OUTUNE OF � ';'� �'°` �Yt' � � � ; i �. ! `' IhIDiCATES DEGIDUOUS TREE WtTH APPf�OX. 0.3 Q►A. TRUNK . � . . � �-�+ PIe1�NTER. PORCH �,,, X i .� 6 r r(�E' � ,'"i F'ARt.:rE� A ; � � 8c SIAIRS 6� 9 ��`"�'_`'",: � a.y� z c, , � �Y,s : `-.�.�;./ � i / ' �'i` � �� � s ! ' 66.8 ;{,�.� 1 � /J I � � � � ✓r � tt \ �,, , i � 19.13� 6 7.2 . ,..,., , _ N 40`34'�5" �W 63 04' • t � � � � . . _ , _ .. _. ,. ._ . �� N QO'44`19" E 5�` ss.3 �� � 'L` s � � ,., ' ` '�� �: ,' ��� � � � . ��. ,�- r.'. ._ � { ; 67.3 _ 1 ,��. ; ,:. . . __. � N Oa•��'19° E 26.8a' s�., ,, �` „� ., sa7o � � �c ' 67.6 \ �s�';�t' / ° �J 89'15`41" W \ � ; \ � �� ��.s ��� k,�;��" l \ .r� � 4.3 5 � �, �� � __._ .._..... _. _.. .. �s : I ` � �''��!� ; fND. {f 5 REBAR 3�>� � , ''+i}`;� ` \ f,f .`� �..,\ :rFa�:, . LS=09'18'35" x ` EASEMENT .,A.. ` "` "�;. , i R=ZQO.QO' ti . . '��;--_._.� ;y i�.' ' . -_-__ ��32.50' . '+ ` SEWER ( {SEE DETAii.) PEAK �k,{ 68'�-.`�. T=1 6.ZS� EASEMENT ` BUII_DING _ �_..�_ 8081-.8 Y � t�a4 ;'`}+���� ,..--....--^.,�� �r ����};'� �'`"----.�._� � � ��N=�2.46' \ ov�R�+nr�c :� r:��,� -.;ti,��.��, '.�,`s�,' ~-~-_�_ BRG=N 61'07'44" E � \ . � ,-t _ � � \\\\ , . \ i . . . . � . . . �'�, 'i��k_�. � . . \\ . .4 t� � � . � � . . . ` . . . . . . t ,l .. � \,S" . ^ � \ . � i . .`1 . . ' . . . . � . . . � ` ( BUILDiNG �`�-,.�,`' � t.f�.�`�" . ` t', �; .�''f.,�� \ OUTUNE ��`.,.� �°'~-r��`,' ,i�_� /" t" �` �. ' � , � � �6`,. ��i��' t`�`E.�''� � -�.y 67.$ � � .. . < � - ' ` ( �'�, � \ '"�.... ��5t ```-- /'� !�,�` t_.�..,,_��}�ie;. � PEDE 6, \ � � �`` -__ � , ;� }��, ,;%''_ �. . �..� , �..�_ PHONe ,. �. �; TAI. ;`` ,\ �\ , :� �'"�:�, -�.._..,�__.__ ` \ 1 i �� � ` ,``�, ' \ � l� '` � � �'`'-�... �/ cs � ,�� • , L V � '� �-�-�.,,, ~ '``�-r PEDE57A� ` \ - QECK _ � � ,� \ \ � �� `,� �St, �``�� \ � I � .� �. \ �7 t . � \ \\\ . � � . . . y.� . . ' . � . . . � � \\ {� l '. � � . . . . ' �. � . . . . � « � � � � � . \ . . . � � . .� �. . � � �.. � . ``, . \` �, ',`� � � . . t��1'4t'i:� G . ��u '' � . � , . .. . . � . , .+ �{, �-1: \ ��-f' ` \ � t "`'.�.. � � ___�_ \ 4 / � �,. `;�+!Q Y ��:• ..` � � �. \ t � s�' W� �•��./``� \`� 1� ��6Q •;t��,����' �t�� ` � `, �i cS� '�. �,i'' ,� -. \ --__---_.. �,t� ''�s�'`� ,,\ .�y � � � �.,,, ''� � s � � \ ��4 � � . ' f�� . . � �1 . - � . � 4`` �`� �. . � � . , � . . . � � - � '. , . . ' . . � . . s�. �,� f� � ;� � �. ; ,.�. � � , � :;.t� .� '� '� �`�"' � PARCEL B SURVFYQR�S CERTIFICATE � � � ''y �� Y�� . � '' � f I, Stc�n Hogfeldt, o Prafessionoi l.and Surveyor regisiered under the Irws of � � � �l.2C18 AC. 'r'' \ ' `�� ;h lI. the Stote of CoEarado, do hereby cerEi#y tho# this tc�pographic survey was / � mode by me and under my supervision, and thot the survey is occurc�te and � r,, T, / , ''\ '� correct to the best of rny know{edge. j�, s'' \ �,,f" *�'!� ' � ,s�.r�: ;,r � r � y 4 n rf,' ' "r �7 � ._--�=� _� � "' wp�' ` �''r �� , Ston NOgfel ,` �:Ov�r�-' \ � '/ `\ +�� � Colorada P.L.S. �65�?�'�`*� �c:���`� \ ` ,,,,,,. `� � �`l- . -�,� ���� ,��-'+��� � ` �,,�. ,\ � � Da#e;___��T�c ', -- -___„�ti, ` ` / _ , �`. �,.°,�� , � \ - . . . � `\\ . . � / � . � � . � , . . � ' . . � ' : � .. . �. �. � . . . � - ~f ,• A;{ a " � � . ,- . . i . � � . � . . � . . � � . . . ' . . . . � .. . . . . . . , . � .. . ' . , . � � °.� ) • ♦eW�r+�w �;.`� t rv . t . � \ � /'" � t��� `` . . �/ _ . . . � . _ . . . � , . . . . � � . . . . . . " . � � . � . � . � � . � . .. .. . . . . � . . . . ��'`fft{�fNtrrnt���"i�x,ji . �` ?� 1 � / ������'� ��'° �''����� � , � , \ � f,,,. .;�` ����� � � � � � �`��������� ��'� `�, . w,,.,- , U�3 PLATrED � \ ,o' STREAIvi TRACT � ,,..r- '.�- �aT 5Cl. « " c��~G��i _.R .� ' .. \ --.�..�.�eE �����:w:��a_�.uu�,n. m �;� � ,.-- ���� � z . ��;a ����. a� \ ;�� � * - ���.�� ���: � ,,-� . �EwE� �`�?i 4' 10' 20' 30' EASEMENT � � �_ __� � \ x �'�■�. PARTIA� TC�PO�RAP�F�I� �URVEY \ SEWFR S.��E't�ENT ` `�-r� � PARCEL B, A RE�U�DIVISIC}� OF �.C7T 49 , . \ l` � � AMENDED PLAT ��E� LY��I �UBDIVISICJN _ ` '' -;' Fn�a. �s r�€.e,�R ` r��{�, c � l /� � Ei_EV. : 8015.16 �� Y Y i V �i� Y f-t�� _ l � _._.. � __ - � � � Ka ��,2Ja3 EAGLE CC�U�IT�Y', �C�LC?RAC�C� �41199 HIGHWAY 6 & 24. EAG�E-VAIL 998.DWG �{�� �O. �� ;, ' P.O. BOX 1230 � EDWARDS. C0. 81632 � j J`ria, (970j9�9--1406 �� �� , . .. � ,� � . . � . . � . �„ . . +,. � `,. . � y . � � � � �- � �r �. � . ` „ /' � � � . . � - , . . / . � . wti. a.. Q r ' . . . . f � � . / �� / � . / � f . / . � � . � �� �1,�� �•�"r ri � �,,,.'� �i� �� ���t. ,i �J,."' �,i � /�/ /'�����,�/e Y DESlGN: ..! J -J � /,. f �,,. ,r �, ! � / �,� /♦ �� � � r // � // � Ll�� ff !iL'� � x ./Y'"�'�c�`. . r''•� . . .'`'�'r .. . 1'..'� � � �/ � � � ''r'"�� . . . f! ' . ,,•� i/ � �r•`� \ // . f � . - � . . . � .. . � � , f,,,�„ � f,.,, r fr �; �;r !�, �,, �,• ,� J,, ��• �, - r . / _ -- ACC4RQING TO THE 1/AlL PQCICE DEPARTMENT WESTNAVEN CIRG�.E HAS E rl�.. � ��r x�,. f�,. �,,, r. �r J. � r, r, �, ,.� � � A SPEED UMIT OF 15 MPN. E-= � � '�.�r,.. �,. �,, � �;� �,• �� / fr �r � f� �,,, /, � � C,) µ j •- �, ,,-'' ,� �' ,,• �� �F /� �, �, r,, .. '� � ,; - FOR �TNE AVERAGE E1All,Y TRAf"F1C (ADT) 31 RES1f��N77AC UNfT5 WERE' � Ca � fl��� .,,... rr�f,,..�". '�� fAfli.� r'�i r,'/ J�,.`"' �.!� ,,,r� �"! 'i � /''� r' L�.� � � � � �� � � � � '� � � ,/ � � COUNTED �`ROM f251 T4 1325 Ytl�`STHA VEN CtRCGE. StX DAIt�Y TR/PS WERE :�, ___—___-._._•--' ��,.., `�.��- �r,,,,,,:' �,1 �,1,,✓� �r�'f �,,,�f �j' f�iF� l.,�� ��,•''� /��� �.,,,, �i� _ ,.r . ,�.. ,. r . \ , A S S UM E D FaR E�4CH DF TNE UNf75 FOR AN ADT = 18fi � a�„ z o ./ �° ~` --''� f' f' , r' / % �`� �' ,a• �„.....� ° �' ,r � r.. FOR TlYE DESlGIV OF THE NEW DRIVEWAY, F4R THE WE'S7' SlDE DF 7NE � � ...-°�''���W,. ,,....-.'""... � "'".-^"�" ..,�'".- ,,'-- �'' r'' / i i � � , � f l ..- - j ��_- .,,., �,.• , . . , . , .�" � . � DUPLEX, AASNTO GUIDELlIVES F.t1R GEaMETRlC DESIGN �F VFRY L4W-VOLUME ,q� � �i � �r���_�... _ , �.,: �r__e..-- ��;.�_„r ,�� ��,,,,. ,.- f,. �,,� �r �r' �.' �,r' �,.' � i �.:- � ,� � _ LOCAL ROADS �'ApT S 4(JD) lJF 2DQ1 WAS USED. � c%�1 � o�^c� � �,.,,.I' . � l � . ...-^" . . . . .. . .�r"' . � . � /��.. � s'" . �/ � . � i / � . / . . � - ... - � . . . � , �l . � . . � . � � �. . . � � � " � W V .--' �„_--"'P��f� ���....-�-'--k-'°'� 1���...�--'"° ��.�--~>`�! ��,-'' ,,,�' �.-' �,/ �,r' �;' �F<' f�.' �.�� r�,.�____ f��,� /'�� . /' ��' - lIV DRAER TD QETERMIIVE fiHE MlN1MUM SAFE SITE AISTAIVCE EXNlB1T 8 j � z w __.�.---�'f - _ �,,,�.---°'"� --,`.. `�-,a-�r,_...- �' • � • '� •' • � �' ' • ' ,` -- t?ESI�N S1GHT OISTANCE GUIOEUNES FQR NEW`GQNSTRUC710N OF VERY tQW �c �?' c� � �,--�.._--°° r��r,�,>�-''� `✓���_°- . �,,�„.,,..-��3� _�'�P�,`":-' ''`'� ,��'r �,�'� ,,,f f�f.:' ��F, /.', �,�'' ,,i fr, r���� �,,,, �, ;� �f..' f: ,f� �;.'� . VfJLUME Lt�CAL ROADS, EXHlBCT 14 - RECOMMENDED SITE L1ISTANGE .Uq ¢ � � '_T -- ` ..-°' - f'' � ,' . ' r f / ,•' � .��' .' � � � ' � GUl[�EL/NES FOR NE'W CONSTRUCTI'4!V OF lN7ERSECTIUNS WITN N0 TRAFFIC � � 1 �„.s '..,, ...-' ,,�/ ,/ f � °�`'•- --*c' .�,� ' ♦ , � � � /'� � !�J �....�--r°�"" f�;�.�-''"�f� ,,,,...,.-° �,�,�.-- '�•,� f`--.--''� ��rr � ,�'`� �,'` ,,-'r'' � ` ;' � / ,.� ,�' r.'� �,,.. � CON7lRDL (CASE A), AND EXHIBIT 1�* - AL7JLlS7MENT FACTCIRS FGiR S1GHT ;n f� � ""`��� �,��,�--"° -°' `, ..,.---'~� �._=`�" ,-� '` .-' �' � ..- • ; .' .;...- ,,, D A A DlV P A ' "- ••-°' .,,,...�- `� ,,� ,,•/' ..' � t` —— _._. � " f �,. � lST NCE B SEL? AP ROACH �R AE � .. �___ � ��_ � -.-__'"- ,.r.-,.'' f��r_.-""_ M�_�.�__-_�"_ .-� ��,�,,..._..1,'' �,,,,, /,�, r!-'. , �. �'�'° .� _J'r.�- f �.' �r/ ��, "-- '`,�,�, - BASEL? ON THE ABAt2� REfERElVGEt? INF�RMA770N A SI�NT t1lSTANCE �OF Q � o .---'"` � '� r , ,�' �` + � j � , 7Q FEET !S REQtltREl1 FAR THE UFHIC� dR EAST SIUE OF THE Pf?C?P4SED IYEW i i i ' ""� °'"` ._.,..,�.�.._._.. ._._,._ � i i C�J C�J 'V ���,�-....- �`���r�r��,1- �������_�--__"'� Y�`��_.r�;,_--�.-____ ���..�, . ,f ( ,,' r � �� r'''� � l , ,• t7Rtt22'WAY AND 7T FEET ON 7NE DOWNH/LL OR WEST SIQ� t�F TNE DRlYEWAY. � ....- .;� �,,� ,,�"' � r� � � �__ � r , ' � � p �.f '".o^"' ° � "_...--- °-'^"�r'' . �„r�"^� ''"rf �� U..._._._.�..r 1 �j �f r+ +�+.. C,p , f� � �� ' ' �/ � �� ' ' I --°'�" �r,„.,,, �„�,;....,••--'"'�. - ``• ,,,,.--'j . �r,,�' �,�`� 1 ���,,,,> 1 � � f ,�t'F.L�LER`AL NO7FS ~ �� ..w-"""..---�-"" �...--~""' ..,-...--��'�� ,,,.....,'-- �.,� �,,�,".! �✓r � � � ,._„�..._. 1 i ��l /a �,r„__ .__..--•,������ .l� � � �• � '--° �y - \ ,.,--;,...-.'"- � ..--'"�.,, ,, ���' --► � '�` { � '.' y ^�.,� t. BEF4RE DlGGING N077FY AGL APPt.1CABLE U71U7`Y COMFAlYIE� �r�,,..� ... �- � . �,_-- ��.�-_ .- _.---' - .-.- _,�_ `"""�,�_� �...--'""�_„�..� .�.-,�'"'..-,r,,,.,..- _....---�""'.�-_-� �^��--°"" ._�---- �--"''�� ti�Gr� , . ti i ! 2, Al.i WC?RK SHAGL COMPLY W1T�! ALL APPUCABLE Cl10ES ANl? ORDINANCES .�.- p,�,._ - ,�,..,.= _ ,.___._ ,,,,�,_ .� �""f ( l � { �r ..-w'' � �, r-'° '�, r'�� 1 � i � , � 3 NOTES ANQ DETAtLS ON SPECIfIG DRA1NNGS TAKE PRECEpENCE QVE'R GENERAL NDTFS ANt7 � �- � � , , �--'�` -' "t ° ,,....-- �,,,,-''', � __._ ��M i ' E ~ r,,;r"'��� � r � _'-. .`` ► t� F i �� 7`YPI�G'AL DETA/LS � �..�--��" ,....-~ ` � � . ► r � 4 CONfLtCTS OR DlSCREPANCtES i�N�N �RAL?ES SNALL BE 6ROUGNT TO 7�1E AT�ENTION �� -° '°'`�r~� ~-"-"�`�P`� �,'"`--�-''"��� ._�--�,�-'"�°"""�� �;� t "' °""' �,,,,,,;.,..--�" ��`r.._--° �,_, _-°�" � ^��,a..�---' _��._---�--° � ..4 ! ry � i 7t,tE ENGINEER lMMEDtA7Lr`L.Y AND FRIOR TO PRDCEEOING W1TH W�RK. � � ..._. ' �-- --- 1_,.__._. �,,,.. rY������,__ �� �''�,�_--° ����y��,,r._ _.»��,---..-_ � ��....--.- f '-! �,_.-�.__ \ � E t ' � 5: All ftNISH GRADES SHALL PRDYIDE`FOR NATURAL RUNOfF OF WATER W17NQUT LDW SPQ7� .,-- r,�- ..,... . _ � _��.�- .-r � � ��°� , � , , _, _ _r----- ��,�''-� �--_'� ,�,,.'`� \ `. j � � � nR POCKET� . � . . r���,.,... , �fr�.-. . ���r.-,.""..+^"".�.�""""� �f���„ . . �, . . . � �. � �' . . . . . . .. . �. � . \ .�'..�1 . t � � .�. �. . . . � � . . . . � ~ � .. �� � �. �- "' � � � k t � � � 6. ALL COMPAC7lON SHA�L B£ D4NE lN ACCORDANCE W1TH 7HE Sp1LS REPURT PREPAREI? . +,,.- _ .� � _ �- � �J�,.-°'�--°°� �- -''..-'° � �r�r�-�--� ��,� �,,.-'" ! + _��___...,.,�`` � ���� � i �'!7R 7HlS SlTE � � � � �',,�" f�.�'' f �f ` /�t�� � !�r"" � � `��,� i � � 7. ALL DISTtlRBED AREAS WItL 8E ltESTOREI3 AND REVE'GETATED. � � � Q f w f�� � \ � ,1/ . �,r � i � "+��, � � �t„�j � / � . � ,.,t � ,,� .� �,..k �`j� ��'� �i � �f� �;` fr, . � I _-�„-'""."r ,�`4 � ' �,,,,� T1:MPORARY ES9��tl7A�f?ACTR� Oq +� � "' � � r�r �� ��„ � r�f f'`� � , �--� '_'"l � `�\ �` //� � V' („a Q f�r Jt � �i �f, �� � j � ' � `'`� �� ��'� � f. TNE GUN7RACTl�R SNALI. PRUVJDE EROS'lON L'4N7R0� 1N AGCaRUANCF W17H 1N�` BE�T ,; �- �"'�1 � � � � W , t � ;�' ` , L..._...._.�.�.`,._.�.e J 1....� � �� � �. � MANAGEMEN7"PRACTtCES � �. � `�fi it � �/ �''� �rf rr` , L__..� � � �._...._.,,1� ``�` � #,,;,''� Q /� Z. StLT FE7VCE SNALL 9E COMS7RUCTEb ON 7NE DONfiVN1LL SIDE OF TNE EIMITS l7F � � � W ,f� I� � T � � -� � �o ,- , � f /f �� � � � '`-.,\ ,,► 1/',/ DISTItRBAN�E AND AT 7NE BASf OF STU�KPILE'D MA7ERIAL, PRIOR T4 EXCAVA7ltNV. ANa � � � � � � , ,f ` ,� �' ` I � e._.o_.,. �. � ~`' .�'� /� + MAtNTAtNEO ANP iCEPT IlV PLACE UNT�L THE PINlSH GRADE IS CONSTRUC7E`61 AND REV�`GETA7EP. � W � � I d '� ......_.. ..... r�, �."� 3 7HE CONTRACTOR SHAZL BE RESPU/VS/BLE FUR PREVEN77NG 1HE fZELEASE Ufi�IMENT �t+�rt C`'�.�y � �j � � � ,j{ ,�� � � � f f ` f f ,. � � � ���� � �,� f f,• �,,r '�M \ .'f �` ; {' � � �,''' ;�,'-' ✓ • � � WI7N 1NE RUNOFF,�'ROM TNE 57TE AND SNALL BE RESPONS/BLE FQR 7NE` INSTALLATIUW C1F v „� � � i�l i /' / r�,,�'' �,r � `{,.�' r�� � ` fr} � `' ,,,�'� ���`X �^. _�...� � � / � ' ApDlnONAL EROS70N COlV�R'OL MEASURES AT 1HE REQUEST 11�` THE APPROPRlA7E 8U/LD1NG �y p�j � � * fl ���,.� �,,r \ �,,-^ \ /r f� jr! f � � r . ��� �r �� � �� � OfF1ClAL� . � �' "`.,` J � ,. { ` ., ` i /' , ;f i "�jI F... s� ' �. � . /J,/ . ,f'r� ... x .�'' '„r \f/ � Jf �/. � . . - . . � - � � . . . � � � � . . . / . . . � � .��I - � . . f � . +� ..�/ � � . � .. � � � � �, - � �.. ',, r,,. f �` �/ /{ ,/ . �- �/ `'~ � � f/�, „n,� �,�' ,/'/� � �/ � �if �f r� 60 ' ''� , �„� ��1� �i� O -...' _ ."._..._...-- f i � j� � sc.o r��n c��T� �"'' , , � , o r r'' � / � {� �('� 1 • f,,''' �/ r,,..f�` ` rr �� If� J :� ( . . �/, . ��r'''EX�'J��Nrs ACi 'GE$$ FOR BD /I� ��r � (� • �1 //-/I.rAL»� !� � f�,. r},f �r �� � f � .,�' �,,� SIDES OF THE IIUPLEX i � � (� .� r � � �� � �� . f /J�r,1 F�'rf „ � ,X� �� �f �, !, / ' / � r f,�Jr � /� f ,4`` //� Jr � s / y,,,� � i' �/ � , � f f � ,,,,,,... �1 � � fl�,- ,,f1'��/ ,� ,f � �/f f� r i `r✓!---° _ r, ' � `�.` ,/ � �����Q�U� O�Q�O���O�����O��O� �����O�Q��Q������0 ������� �����oo�o� ������0� f. ,,. � i`� � / i � � �.' � � t � � r� �� _ �''/ . r! i-`'' � r'° • r� / ,.! . � � �.-' �� � � � f . � ; �� tr� � ,./ � 1 t i . rf � � ��f � f h � f{�' ,f f r JJ �l t r/ �� � t _N t f�. �' ..� � � 1 7 / � �,/ _ ,, rr' }��' � f � / ` ��fT4W�74 ff� � ; ,, � � �� � � . �'' i� r' \ / 84WmrB ' � ' / .. � � / � Q) �t,�' ,.'r� f ��' f,,�',� r�'i j PO�i..Y�AS�� f� r 1325W WESTHAVEfi+1 CIRCLE � f� r�- � / ,/^ l r / p , ,' , � � , p EntCH vR�9t1v , ` WEST S{DE OF �UPLEX � ' � y8 / ' � �f - - , ��o .� w�in,► n�n�r��rr f , � rf�_.. ,,,_, a� �/' f G.RAT.E ,�'t�R Pf1.LY"�'AST' �y ,� °' , , , , , �,r-' ,�-' f,�- ; ' ���.M�'�'i r'�' � ; r �'' ,. 24 -- � -'"� � `36� � � /i f ,�� 2`'R'.E.N�'H D.RAI.1V �•`"'� � � � f�f� {�r�, f�� � ` D �p �( p� i f ..._.� _ _ t .� f'�,, � l � T..!`�^`' C}7 �; �" ' . . . r . ,, 1 �V� '(r 0 Y / � ROPOSED .' � / ♦ . � CJ r. ��,r ff f,, �j � �.����E�r � � / � � � NEW DRIVEWAY ,,,.. � f � / / •' � p � � U O �,�' f�'' �, ;,, �/r ,� �.P r�' ` r : ! � � ,,•J El�rrsnNC nMeER f l , �,/ f/ � � � � � ' �� f' / /f �� Rft1' f 'I� � �,� RETA/N/NG WALL r ry � .. f /� RESL(.3PED. PO1.YCASP' '�`i -�`�'' �/' �rr �i�' ��f TOW='7.35 � � !� t� t �' �I I ��• � . l : ��/� f �' � 800 SERIES CNANIVEL � � � x f�'� f f� f �''r � ,,f 8014�67," � f�r ,� J� � Ij� �,f� � L.P. _ � �1� /�/ '-�N'v' � /'. �/��� W '�l�r� .� p �� f i ! ,.�' f / � ��tyj � � �� � / f � �N / , � t/4" E+ � ,•s''' �i'r �,�r i\ f /�j r� CRQ�� EMNT . 1 � �,,f � ��j �/ / f PAV1Nli PAV)NG W � w 00 _ �'r /�f r'f /� �! \ lj� ,.'t � ARE/�t48SF SD�4 � f�i �, �� / /� 3 4 �3 � I'"`,, p ., �. � �, �. f '�� 'f/ f J // , �/f� fr� �r +? t!jf f l l�;��i I �/ CaROUS/G'HT� APPR4ACH/N6 /� •'f ` .� {4--3�� :� � � a � � f E - f�. r��'' f.� � / ., 1 �` f/ .� � � r� � � ,� f DRIVE'R +3.5' � ,�f ,,•� . x to 1�--��� (A or`8,� f�/.�" ' , � yC � fr,� !fr ff f � /' f� J f �' t � �r, f PAVL�'D DRtVEWAY �r j � QULDER /� EL=$�r5" /� � �/ : �`� . � w� O � . r -- � J� 'j �,'f /' Cl1NCf�_�TE kETAtNIN��YYALL f'' � �7, 3' j � � WALL / �"''a""' / ' � , i�" � C�,,,,,� .� .� �WlTN RAIUNG (�W TOR i ..� .33 . '°Q i� j , '��. � � ' /* '�� �� � {,� r`" � f f TD B�`�ESIGNED BYtbTNERS r i c� . � r + � t /� r �,�. . ���y.. ./�r"� itr� �,'{ �''f t�� �f� �'j ..i � �� �f � / � � // � � �� , ,f f, �r o6 ,� � f � �Q�a ,, � � . • , r �, r . � � � . �o � �� �r'� �x �/` // ! � /� i � � � � ` � � •+ . .f��,,f ��f � ��f f�r �f� � fi f� 2 .,``` ! � I a'� // � i�'. J //ri N.T.S r ! � / - f f� /'. �,s ;� �rr ,��' ` � � d' � �� � � �/ � � /�' �; rfr �` r�����i �4r���� �a� �r tf'� ;t.. 1,¢' � /f x � // �'f / j� NQTE ,. --a.-=.—�..... . , '� ~'"� �.� '� BOULDER��+ACL � '' 8075_ ?7�'i,�� � f TiDP4GRAPNICAL INfORMA7ID/V E-MAILED BY 114E TOWN OF vAtL� ___�__.. ____.._�a �,.,r` o /s�'' �o ,,.rzu , �a� T�T3.5 p�� ! gi�r.�'�P� // � r ' �_ � ... , ��,,,, Q�� � ' � -' , �, 80it'�TO.G?- f� .. � S�C'�Q� f j _�_ ___ �_ _-__ ' `�-�..���w__ �� �,_ _�-__.��._�.� _�,�.__-__ --�- __ _-� �-___ ,� . ....._.. ..r,�,,,,, /' . .�,,r` . ,�.'"' ' . �/! . / . . � , . / � � , / . . . .�/ . �i i./�i�4T i.4 i - .__.........� .,.....��.,. , «..�. . . —�.- . . , ^.�^ . °"{ .. . `i . . '1" " � TT �� � � . � . �� -�^'.,�.,,„�,,,,,-"' �,,,,. � �.�'. .'� � �'� f' j I !! p �,�� d �/ f, / t �� t I i� I I t i � �r° � �AG�1 � fQ,..-''�. � r'� � N�' '. �r /'� � '� � ��D�.L.i.11"1 �......___:,.___-�_ _ ,.._.... ' ..,.___, 4 .,......,............... € __..,......._..._. ! .....:.........._.._,..._....{.._ 1 1 I I � �,s''fjP y,,..�''ff � ` ` �'.�:�t`�`.�.� / ` �/r /'� ''� � � ' f , � _...,_.........,....._....y_....,...,.:_ .,.,_.}. _._.___....___.F......,.,,»__...__..,,.� �-..,r. � '�• ....}. .wF..,:.. �,..�... ,....�. _�1� ���w_�. r f,. ,� ' j' ' HoRrzaNrac sc c�: r =to' , r ; , s i ► i � E �-�..,,, f�. ' r�'" _ � � ,,• �,/� ! / � VERTJCAL' SCALE.• ��2' ! r � i t i i i a i ... J' f �/ ( ` r � .• ! t t { 1 I ! t t ! `�., � r '�. � , . �" ,,i r� r $Q�"�' _.L...._�....___........:....L..,......_......._...,...__}_.....:....._..,._,............1....._..._,__.,....._....1..._...........,_......m_e..,.i .......,.��__...,,.... ,,� ... _...____L...__..._...,...,..........1 ""...,,4 ��,,... �1/ 4 � 1� ' J" ___�_..».....»._�_,...._.....:......_.�� � I . 1 1 � .. r ... ! � Q,\ Cla� �4 � / � ,,..�'�,� f'/ /' / t . I t }�L�$IGHT EA$P OF AIEW f I E'}'E' Sl6',f'lT tJl'i� � � ( `^� � ..-` � �,•f 0 0 �1 � �� � '� � _ � � � i ' j ++�'' APPRDACHIN�(� r ! i � -� .� O r ,� i '�t //���'(�{� r � ` t DRIYEWAY ,.yr "'"� DRIYER EL 81.5 ~�, � `` lfy ' JIf / � � � V ' � � � � r . ! i ( ' " I � n✓�1 � � ' . . � ,,. ,,,° j`� � 5 / CjCG: $d � tA' ,,.i' � � f $OB� _.......�_...,._.....,..f....,,..,____.................�......_..,..___.._.....__r...�......,.___.... .:,..�_...._.,....„._,.....�.T.��.�,,,,_ �_............,,...»__._ _�_ ._..,,._..,..,._'_.,...__....___...,! . �� `�\.°'"� f ..''r /� ��Jq,/��,�� l�r� � ' ,,� E I ! �,j�,....'""«.."" 4 I I 1 I t ,,•°' �,�' . /i Q�' 1�t r �f� � / { 1. t .""''"T { I t f I ,. /'� � �; / lV F T � ,�► � .... ! I f I k 1 `, X..'''"�� '''� C���'C` �?� !`'r f 3 � /� ,r�'' B�gQ ...._.�....�.._...........a..„ ..,..,......... .........�.,..._.......�,.wa_!'...}... ..._...,..:......,..{..,...+...,..._.,....._ .....{. .... .. .,.�...,...�...,.,__,_�..........,.... ....... .».....d.._.....,....}. ..��..,.........�........ ....E..,.............................,....{ , 1 ,,.^'^'' ,,.�f �,r� / . .�j ��} � �,. � i �"_' '`��,.,,... ' �' � '" 4 3 y µ. • ;_. -' t 1 t 1 ,.�' � �i^ / �,..'' f/iI � � i / /� O MENT f � ✓"^"' � � �, I 1 t # i t �t � y f,,,r � "f .c ,r r'.-� ��� EYES/GttT EL£VAT10N t)F' ,,,,....-�-�"'.i..-- . i i i � � i � � l �--� ,•''f ,•► � �°' � .,, '� • r �. ___ _______�._,�_ __.�____�.�:� �a_�.� �._.�.��..�__-_______i__�.�.,�,�_.�_ __�.�_.�_ .i..��._____.�__i�,__�___.�_ t i � ,,✓ ♦ ,,,•-''�yr �,�,� � � °�' ,� DRIVFR BACKING OUi' 4F � 8pT9 _ .- _ -�-- i � _"'""_,.�`r--...,-� � � �` ` _i � `"i � �.:_�.� -- � ,� ..�'' ,,,•��''` ''(��j : �;,r'^ ..�' � , NEW DRIVFWAY EL = 79.f i E t7EJ"AINJNG E i 4 i t � I�� � � r f / � � ..- �� ' r r� r f i � � WALL i i i GROUND f� �78' i i ""..� �] f„ '��--'' ,Q .� ',,,r'r s'� , . � , '�� 8D78 t 3 t E ► � � � � „ . _ --___.� ._.__ ___�_ - � _.�_�___.�.�___.�__.��, �.�._�.,�____w_.�__��._.�.�_�,_.�___�..��.__.�_�_ _.�.�_�_.�_____�._____....___.� � ♦� „r. "'� � �,�^ f r i ! ) 1 ! ! 1� 1 t 1 � ,, ,,. .. �aPOSEn Ew �acc�ss �,� r � ► � � � � E � 3 � � (,�1 �,/' �,�,!/' FOR TNE T PART Of '' ;r'' .'f� f ,� ,3 5' � � t t � � r � � � ,,�"► �,.�-i ,.,�--°"'- TNE DtiPLEX /'� , .� s'"� �,,,....;-�" ' j !� 8Q?7 _ �._.�_�_��.�___.�_--__+ ___�,_�, i _�.___.�_.�_.�__,�w,__.��.�.�___,�___�.�,_.�__.��_r�_.��,___w_�.�.�.�___--_.�___�.__.�__�.___� . .��.._..__ � r,,,,,•' ,,,.,.-� ��,,, r r f , f � � c t � � i : f � f ,� .. � . �r � � } s � QUNQ�PROFIILE' r � i i � s "� ' a i r � OF � � i k. E � ORAWN BY.• L.P. ' t..ra " -- r �'' i r � � � � i t t � .�_____��..� � � � ,,,,• -� �f,,,,..•- �, �' r,, �,.•. r �, � �. �r j , 84T6 __ __ ____M____k w_�._ _--�__w__.�___�____�____�:� .�_�.�.�.�___i___�,�. �._�:�__�,�.��.��. � �..�___.��.__' ` •- ts-�-�'"""'..--� ' / /' � i € I f i ( I i , ��,,,,. �. �,,� ,,,,,. f � � i � t � t t t i � i � CHECK£l� BY.• L,P. � �,. , ,,,,,, . �1'i"' �,,,,,,...--.r .i ,,�� .J � i l t . i t 1 1 t t f i 1 l`'� �,~�.'""`-- !,, `,_;� --'`� ,,,,,,.-.-- f�„,r �, � 1� �' l 80T5 --__.�_.��.�.��__.�.�_�.�___�-.�_�.�.M,�M.��._�._.��.__-�_--�--�____-__.���..f.�._�.�..��.�.�.�w�._--_�-w____-�__.�.�__�.�.__.�.�..�__.�_�._�_r..�.�.�.____-�-�-i PRLIJ£CT lVO.: L?5057 - • +w--'""''� .r '' , i � E � 3 � � G � t � i ry r �,,,.� ,;,,,:..� ��,,,,,. �,. �„,-- � . l j f� � � i ; E � r t E � r SEE REV/S/ONS B(7X .�"' ..�- "'^ �,,.,,,,,,,.--- r . w,. � 1 t E r � i � 1 t i � ^'" -- 1" i 1 1 t. t i I 1 1 aAT�': D4--OS--2tI(35 �,. _.-'''�"� ..,,,�,,�'G"'�"� �--�'° = , `,,,,� .•''' � `\ f � f� �'`. _ 8074 ��„ --~,r ,,,.�^' �,•�•" t!i / /� 0 f0 2l1 3a �fU 50 BO 70 80 90 tt70 „�...�- .� �--'° �• /'r �. .�'� � DISTANCE lN fEET ALO,NG 7HE EYFSIGNT __ .._---' f .- .•,�' - , �,�,,; `�. .� 1 \ oRivFwar aR�wrrvc xo,: t?5057C�RlVE.t7wG '' �-'� -----'" ,,.-''�; r j j `�;� `� 1 � � CENTERUNE �,,•''" �"' _...,----""---��^""'`�-' ---". 1' : '•''�' i� � �f r�,,c� �._t'. ! sHE�'r l t7F t ..d _ _..,-- \1 .-- �. I I I I � I I I til��l�, �,• 2 A9 i CIZI =A CALCULATION I i UNIT B U PPER LFVEL INCLUDES 7 5Q.fT. FROM GARAGE G44 5q,. ft. MAIN LEVEL 1 505 5q. ft. r UP Li I MUM - ENI r LING SPLIT .Q ACCE55 PANEL TO CRAWL SPACE { -- ._ - - UNIT. 11511 LJ S- EX15TI NG WALL ABOVE UNIT "All — — — UNE CAVATED I (PRIMACY) 35' --9 I I EAST UNIT GENF p .AL. NOTF 1. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE „w; i+ s r► ' #"1_ J FOR VERIFYING THAT ALL APPLICABLE DRAWINGS, I.E. ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL ARE IN AGREEMENT, ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCY BETWEEN DRAWINGS OCCURS. 6 metl d 2. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL FIELD.CONDITIONS AND DIMENSIONS. SHOULD THE CONTRACTOR LOWE LEVEL FLAIN DISCOVER ANY INCONSISTENCIES BETWEEN THE WORK INDICATED ON THE DRAWINGS o z' 4' 8' AND THE FIELD CONDITIONS, THE CONTRACTOR 15 TO NOTIFY THE ARCHITECT PRIOR TO COMMENCING WORK. THE ARCHITECT WILLFROVIDE TIMELY REVISION5 OR - �'� � � CLARIFICATIONS AS REQUIRED TO COMPLETE THE PROJECT. IN THE EVENT OF A S' N R EVIE'vI f scat : 1 /4" = l -o" DISCREPANCY, DRAWINGS ARE NOT TO BE SCALED. 5 0 TA F AV 3. CHANGES MADE TO PLANS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT SHALL RELIEVE THE ARCHITECT FROM RESPONSIBILITY FOR ALL CONSEQUENCES THEREOF. V c) Lo _ o N V J 8:i Lu U . } a_ rV m a LL- .aL Ln — > E w c4 t� tU LLJ 0 > _. o LLJ U C) C Z ' . ;� W cz 0 0 (f) 77 u-i QD > CD L C5 C\1 LLJ -�- .._. 0 PROJECT NO.: DATE: 12-08-05 DRAWN BY: REVI51ON5: 1 2 -09 -05 REVISIONS: 04 -1 1 -06 REVISIONS: 04 -21 -06 REVISIONS: 1 2 -20-OG Interior Chan e5 EVISIONS: 01- -24 -07 REVISIONS: 03 -01 -07 PERMIT SET REVISIONS: 06 -05 -07 REVISIONS: 08 -09 -07 REVISIONS: 08- 1.6 -07 A2 0 4(j)G7t_Q" GENERAL NOTES 1. THE GENERAL CONTRACTOR AND 5UBCONTRACTOR5 SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL APPLICABLE DRAWINGS, I.E. ARCHITECTURAL, 5TRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL ARE IN AGREEMENT. ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCY BETWEEN DRAWINGS OCCURS. 2. THE GENERAL CONTRACTOR AND 5UBCONTRACTOR5 SHALL BE RE5PON51BLE FOR VERIFYING ALL FIELD CONDITIONS AND DIMENSIONS. SHOULD THE CONTRACTOR DISCOVER. ANY INCONSISTENCIES BETWEEN THE WORK INDICATED ON THE DRAWINGS AND THE FIELD CONDITIONS, THE CONTRACTOR 15 TO NOTIFY THE ARCHITECT PRIC7R TO COMMENCING WORK. THE ARCHITECT WILL PROVIDE TIMELY REVISIONS OR CLARIFICATIONS AS REQUIRED TO COMPLETE THE PROJECT. IN THE EVENT OF A DI5CREPANCY, DRAWINGS ARE NOT TO BE SCALED. 3. CHANGES MADE TO PLANS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT SHALL RELIEVE THE ARCHITECT FROM RESPONSIBILITY FOR ALL CON5EQUENCE5 THEREOF. w � > � > ° Q Ln p � tom � { 0 w CJ ,V > E to rQ to Lu O L L_..J Lu O CLI O< ;�- _ O Lu Lu CD Ln (s) G) LLJ 0 PROJECT NO.: DATE: 12-08-05 DRAWN BY: REV151ON5: 12 -09 -05 REVISIONS: 04 -1 1 -0G REVI51ON5: 04 -21 -06 REVISIONS: 12 -20 -0F Interior Chan es REVISIONS: 01 -24 -07 REV1510N5: 03 -01 -07 PERMIT SET REVISIONS: 03 -30 -07 PERMIT 5ET- RE5U5MIT REVISIONS: OC -05 -07 REVISIONS: 08-09-07. REVI5ION5: 08 -1 G -07 A3 0 m M m G2' 0 18" 5QUARI3`' COLUMNS W1 2" CAP 5TONE G'-O" tilGti 42" IRON RAI 60, -11 L UARE 15" 5Q COLUMNS W1 2" CAP STONE 3'- 10" HIGU' 52' 25'-7 1 54'-,10'-4 �l � 4 $.'7'-(? PLANTER 25 DEGREE ANGLE G' HIGH ON GAT 9"x I G" GA5 LAMP ON G" POST MOUNT I WREN GARAGE 5q. ft. G07 5q. ft. PARTIAL UPPER LEVE FLOOR PLANI GRfA N C' , I I G44 51. ft. fi in EAST UNIT mill r2% Al Al 20'-7 7/8 - 3/4" 13'-6 5/8 L' V-0 1/4- L 3 v -6 5/8 2"' IRO RAILING UP of MAXIMUM CEILING HEIGHT L4` -0" I k5l 5 EXISTING ENT DN 7 L --- — — — — — — — — — — — — — --- — — — — — — — -- — — — - - - - - - 12'- 7" 68'-5 1/2" STING ..GfNf-R-AL NOTF5 1. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL APPLICABLE DRAWINGS, I.E. ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL ARE IN AGREEMENT. ARCHITECT SHOULD - BE NOTIFIED IMMEDIATELY If ANY D15CREPANCY BETWEEN DRAWINGS OCCURS. 2. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS AND DIMENSIONS. SHOULD THE CONTRACTOR D15COVER ANY INCONSISTENCIES BETWEEN THE WORK INDICATED ON THE DRAWINGS AND THE FIELD CONDITIONS, THE CONTRACTOR 15 TO NOTIFY THE ARCHITECT PRIOR TO COMMENCING WORK. THE ARCHITECT WILL PROVIDE TIMELY REVISIONS OR CLARIfICATION5 AS REQUIRED TO COMPLETE THE PROJECT. IN THE EVENT Of A DISCREPANCY, DRAWINGS ARE NOT TO BE SCALED. 3. CHANGES MADE TO PLANS WITHOUT THE WRITTEN CONSENT Of THE ARCHITECT SHALL RELIEVE THE ARCHITECT F ROM RESPONSIBILITY FOR ALL CONSEQUENCES THEREOF. a A� A 81-6 3/8" ...... . . . ... X5-4 En 20 mINUTff RATED D04) UPPER LEVEL PLAN 0 EX15TING 15TAIR �5T UNIT I PROPERTY LINE 5PUT UNIT 11311 (SECONDARY) ............. UNIT "A!' (PRIMARY) Project North In— 0 2' 4 8' 1 SCALE: 1/4" = l'-O" .......... ..... .......... .. - - ----- n33 GAS FIRF-PLA - ---------- .......... ........... . .. ... " M A wow > 4-1 W1 TV A15OVE 0 0-/ tu ft u') Lu -> E a. F WOOD PANEL I tK ."Ot 04 CEILING Lu 0 Lu 4 3 1/2 I > Q) Lu C14 C) Q) — — — — — — — — — — — — — — -- 11' 11 1/2n 4 :7 > 0 CLI 0 j 0 (s) MASTER 35 3 LLJ > ' ATTIC ABOVE QD rh (T) N "T BEDROOM ............. ...........LIVING u -J - RM 39 37 4'- 3 1/2 FROJECT NO.: l5t IELVE5 R, f- V 1510 N 5, 1 2 - 0 '13 - 0 5 Kf- 04-1 1 -0G K - E k;' VISIONS: 04-2 1 -0' REV15101\15: 12-20-OG Interior Chang -e REV 01-24-0 REVI5101\15: 03 -01 - C? PERMIT SET IREVI51ON5: 0s'S-05-07 REVISIONS: 05-09-07 Rt 0B- -1 G-07 REVIEDION5: 04-1 1-08 ROF05ED GATE MAY t' 5 o 5 k 4 2 4 ' --10 " 13' -11174 > -i 4 - 1 1 1 x� I y I 1/2 00 CL05ET 44] J\ V'111' ...... . . . ... X5-4 En 20 mINUTff RATED D04) UPPER LEVEL PLAN 0 EX15TING 15TAIR �5T UNIT I PROPERTY LINE 5PUT UNIT 11311 (SECONDARY) ............. UNIT "A!' (PRIMARY) Project North In— 0 2' 4 8' 1 SCALE: 1/4" = l'-O" ..... ....... .......... ..... .......... .. - - ----- . ...... . ......... . ..... .............. .......... m a, m -'a - ---------- .......... .......... ....... .... ................ .... . ....... .... .. ... ... ... .... ....... . ..... ........ . . . .. .... .... ....................... .. ......... -30 1-101 "O"T"%, N . .. ... " M A wow > 4-1 C) 0 0-/ tu ft u') Lu -> E a. F ."Ot Lu 0 Lu > Q) Lu DZ C) C) Q) C) r u ) T) Lu LLJ :7 > 0 CLI 0 j 0 (s) LLJ LLJ > < QD (T) N "T u -J FROJECT NO.: D' oc)-05 D RA\AfN BY: R, f- V 1510 N 5, 1 2 - 0 '13 - 0 5 Kf- 04-1 1 -0G K - E k;' VISIONS: 04-2 1 -0' REV15101\15: 12-20-OG Interior Chang -e REV 01-24-0 REVI5101\15: 03 -01 - C? PERMIT SET IREVI51ON5: 0s'S-05-07 REVISIONS: 05-09-07 Rt 0B- -1 G-07 REVIEDION5: 04-1 1-08 ROF05ED GATE MAY t' ..... ....... .......... ..... .......... .. - - ----- . ...... . ......... . ..... .............. .......... m a, m -'a - ---------- .......... .......... ....... .... ................ .... . ....... .... .. ... ... ... .... ....... . ..... ........ . . . .. .... .... ....................... .. ......... -30 1-101 "O"T"%, N . .. ... " M A wow 'di a. F Gu� �b� o 2008 N l2h" so I I ml � Mal E N FR.AL N OTE I. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL APPLICABLE DRAWINGS, I.E. ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL ARE IN AGREEMENT. ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCY BETWEEN DRAWINGS OCCURS. 2. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPON5I5LE. POR VERIFYING ALL FIELD CONDITIONS AND DIMENSIONS, SHOULD THE CONTRACTOR DISCOVER ANY INCONSISTENCIES BETWEEN THE WO INDICATED ON THE DRAWINGS AND THE FIELD CONDITIONS, THE CONTRACTOR 15 TO NOTIFY THE ARCHITECT PRIOR TO COMMENCING WORK. THE ARCHITECT WILL PROVIDE TIMELY REVISIONS OR CLARIFICATIONS AS REQUIRED TO COMPLETE THE PROJECT. IN THE EVENT OF A DISCREPANCY, DRAWINGS ARE NOT TO BE SCALED. 3. CHANGES MADE TO PLANS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT SHALL RELIEVE THE ARCHITECT FROM RESPONSIBILITY FOR ALL CONSEQUENCES THEREOF. ED ON J 5/5 1 R -38 US 5D., Tic 50ffIT Protect North ,,.... 0 2 , 4 . 8 , T SCALE: 1/4" - 1 -O m W C� Lu O >..� LLJ U C) (j LLJ O > < O _ O Lu Lu Ln (n LLJ 0 PROJECT NO.: DATE:02 -20 -07 DRAWN BY: REVISIONS: 03 -01 -07 PERMIT SET REVISIONS: 08- 09--07 REVISIONS: 08 -1 G -07 A 0. COPPER GUTTERS * DOWNSPOUTS 12 UNIT 15 UNIT A -- 4., r 111 11 11 IT 11 11 5ECLJNlY CAMERA .5 X 12 DECORATIVE BEAM ENDS LLJ > - C) De/ * C) L n 0 (3) 0 0- V C\lo o LL -14 Ln ED .. > Lu (S) LLJ 0 Z > LLJ C) (Z U Lu U-i >-> > CID L LL 0 PROJECT NO.: DATE:08-08-07 DRAWN BY: P,fVI51ON5: 08-09-07 P,EV1510N5:08-1 6 -07 AG,p 0 M WEST ELEVATION F g t b. d fi tz 0 2' 4' 8' `6wommi SCALE: 1/4" = 1'--0" I E t i f f I r # h £ j I E t i f f I r # £ j o: ��� -> Lu �. t � Dal- t f F ( [ v f [ [ t t f ) # S F F } S E I j { S { S f # y # S t j uj CLI S C) CD S Lu Lu \ > 0 c � 2 �j \{ �/ i 5 g j LLJ ... " � V f E t f ( f t F 3 # 4 # E # DA i E :1.8 t D RAWN BY: V151ON5: 06 - -07 ;R V15l0N"-'/: 08 -1 G -0 : 1 -08 P R , EV ''� I p 5 / 1 0 N X 04-1 1 1 s t t i s 1 i A7 1 t f # COPPER GU17ER5 f- DOWNSPOUTS RAI LING STYLE l MATCH EXISTINt WI A" MAX.SPAC BETWEEN BALD. NORTH ELEVATION lu R� W C u b �L Lf? W. `- ->. E Lu LLJ Q j'U'� , ^^--� i. ) ( S) t.0 > 0 CLI = .0 U-i s < LLJ O PROJECT NO.:, DATE:08 -08 -07 DRAWN BY: REV151 ONS: 08 -09 -07 REVOON5: 08 -16 -07 --- SHAKE ROOF: SNAKE 5HINGLE5 TO MATCH EX15TING ON 20,_0„ 16' -5 1/2" GRACE ICE AND WATER SHIELD ON 5/8" APA SHEATHING ON RAPTER5 WITH R -38 GATT INSULATION AND CONTINUOUS VAPOR RETARDER AND I /2" GYP. BD., CONTINUOUS CORRUGATED PLASTIC RIDGE VENT, CONTINUOUS METAL SOFFIT TRU SES @ 4" O. C. VENT EXISTING ROOF STRUCTURE Wt R38 IN UL, EXTERIOR WALLS: STUCCO FGNI5H TO MATCH EXISTING, SEE ELEVATIONS, OR MA50NRY OVER 2 LAYER5 OF 15# ASPHALT FELT ON 1/2 APA SHEATHING ON 2XG STUDS WITH EXISTING ATTIC R-21 13ATT IN5ULATION, V.B. AND 112 GYP. GARAGE 518 ". TYPE X GYP. BD: OVER FRAMING ON WALLS CEILING OVER EX. FLOOR NEXT TO HABITABLE SPACE STROCT. MEMB. PROTECTED MASTER MASTER HEATED DRIVEWAY CONC. FLOOR TOPPING BEDROOM DATHROOD/) OUTLINE UNIT A EXISTING WALL NEW BEAM IN EX. WALL. I EXISTING 736 GATT INSUL. FLOOR EXISTING STRUCTURE WALL CRAWL SPACE (50" HIGH MAX.) - OVER OVER PF FLOOR E WALL EXISTING WALL NEW RAILING TO MATCH EX. MAIN LEVEL EL 57.9' LOWER LEVEL EL 48.33' 0 2' 4' 8' SCALE: 1/4" = 1 ' - -0" 5HAKE ROOF: ENTRY LE VEL EL G8.0 MAIN LEV EL 57.0 LLOWf LE VEL EL 48.33 SECTION 11 _ I 1 /4 = 1 1- 011 I { 0 2' 4' 8' it lL I N R°'VIE SECTION j 4k F F APPRCAIA. 1/4 11 t it ....% L..1 MARK MARK TYPE WxHxTHK TYPE HARDWARE I G' -0" x 7-0"x 1 - PR FRENCH PATIO 2 2' -&"x 7' -O" x I' -4 PANEL PRIVACY 3 0 PANEL PA55AGE f Z) LL PA55AGE 5 � m PANEL s J ...Xw > LU E PRIVACY 7 3' -0" x 7' -O" x I -" PANEL PA55AGE f V U X 2'-4"x 7' -0" x 1 -4" PANEL PRIVACY �v 2'-4"x 7' -0' x I -k PANEL PRIVACY 10 3 7' -0" x I -4" FRENCH PATIO 11 0 PR PANEL PASSAGE 12 2' -8" x 7' -O' x 1- LLJ PRIVACY 13 4' -8" x 7' -O" x 1 --0" PR PANEL PASSAGE 14 2' -G" x 7' -O" x I a" (J 0 C� LLJ PANEL PRIVACY I G G-0' x 7' -0' x i -n PR FRENCH PATIO 17 2' -4" x G < 5110WER I& f'i't 'M >- 1 0 0 19 2' -4" x G-8" GLA55 SHOWER 20 2 " -4" x T -O" x I •q LU " 21 3' -0" x 7' -O" x I - PANEL PA55AGE 22 ! > / 23 Lu Lo PA55AGE 24 3' -10" x 6-8"x 2 --�L" CUSTOM BY OWNER ENTRY 25 2'-4'x 7' -O' x 144 PANEL PA55AGE 2G 4'-4"x 8' -O" x I PR FRENCH PATIO 27 G' -O" x 7' -O" x 1 - PR FRENCH PATIO PROJECT NO.: 3' -O" x 7' -O" x I - PANEL DATE:02x20 -07 29 EX15TING DOOR DRAWN BY: 30 REVISIONS: 03 -01 -07 PERMIT SET ENTRY 31 A1000 GARAGE MOTOR SHAKE SHINGLES TO MATCH EXISTING ON GRACE ICE AND WATER SHIELD ON 5/8 APA SHEATHING ON RAFTER5 WITH R -38 BATT INSULATION AND CONTINUOUS VAPOR RETARDER AND 1/2" GYP. BD., CONTINUOUS CORRUGATED PLASTIC RIDGE VENT, CONTINUOUS METAL 50FF1T VENT NEW TRIM 4. OVERHANG TO MATCH EX15TING DOOK SCHEDULE - UNIT A MARK MARK TYPE WxHxTHK TYPE HARDWARE I G' -0" x 7-0"x 1 - PR FRENCH PATIO 2 2' -&"x 7' -O" x I' -4 PANEL PRIVACY 3 2' -G" x 7' -O" x 1 -q PANEL PA55AGE 4 3' -0" x 7' -O'" x I -° PANEL PA55AGE 5 3' -O" x 7' -0" x I -" PANEL PRIVACY G 3' -O"' x 7' -0" x I -n" PANEL PRIVACY 7 3' -0" x 7' -O" x I -" PANEL PA55AGE 8 2'-4"x 7' -0" x 1 -4" PANEL PRIVACY 9 2'-4"x 7' -0' x I -k PANEL PRIVACY 10 3 7' -0" x I -4" FRENCH PATIO 11 4' -8" x 7' -0" x I PR PANEL PASSAGE 12 2' -8" x 7' -O' x 1- PANEL PRIVACY 13 4' -8" x 7' -O" x 1 --0" PR PANEL PASSAGE 14 2' -G" x 7' -O" x I a" PANEL PRIVACY 15 2' -4"x 7"•0"x (-4l PANEL PRIVACY I G G-0' x 7' -0' x i -n PR FRENCH PATIO 17 2' -4" x G GLA55 5110WER I& 3' -O' x 7' -0° x I -i" PK PANEL PA55AGE 19 2' -4" x G-8" GLA55 SHOWER 20 2 " -4" x T -O" x I •q PANEL PRIVACY 21 3' -0" x 7' -O" x I - PANEL PA55AGE 22 2' -4" x T-0" x I • PANEL PA55AGE 23 0 -4" x 7' -0" x I-4' PANEL . PA55AGE 24 3' -10" x 6-8"x 2 --�L" CUSTOM BY OWNER ENTRY 25 2'-4'x 7' -O' x 144 PANEL PA55AGE 2G 4'-4"x 8' -O" x I PR FRENCH PATIO 27 G' -O" x 7' -O" x 1 - PR FRENCH PATIO 28 3' -O" x 7' -O" x I - PANEL PASSAGE 29 EX15TING DOOR 30 2'•G" x 7' -0" x 1 -4' 20 MINUTE RATED ENTRY 31 9' -O" x V -0" x 2' GARAGE MOTOR 32 9' -O" x 8' -0" x 2" GARAGE MOTOR, 33 2' -G" x 7' -O" x 1 4" FRENCH PATIO 34 2' - 4° x 7'•0' x I l l " PANEL PA55AGE 35 3' -0" x 7' -O" x I -4" PANEL PRIVACY 36 2' -0" x 7' -O" x I -4` PANEL PA55AGE 37 O -8" x 7' -O" x I PR PANEL PRIVACY 38 I'-4"x 7' -O" x 1 - PANEL PASSAGE 39 1' -4" x 7-0" x I -q PANEL PA55AGE EXi5TING ROOF 5TRUCTURE W/ R38 IN5UL EXISTING ROOF STRUCTURE W/ R38 IN5UL WINDOW SCHEDULE_ - UNIT A MARK 512E WxH TYPE `HEAD HEIGHTS REMARKS A 4 5' -0" PR CASEMENT 8' -0" E3 5' -0' x 5' -0" PR CASEMENT C 2' -G" x 5' -0" CASEMENT 8' -0" D 2' -0" x 3' -G" FIXED 7'-O E 6-0'x 5' -O" 3 CASEMENT 7' -0' F 4'-4"x G-O" PR CASEMENT 8' -0" G 4'-4'x G-0" PR CASEMENT 8' -0" H 9' -O" x 5' -0" CA5E/F1X/CASE 8' -0" I 2' -0" x 5' -0" CASEMENT 8' -0" J 14' -0a' x 7' -0' 4 CASEMENT 9' -0" MATCH K EX.OPENING L 3' -G" x 4' -0" CASEMENT 7' -G" M 4' -0" x 5' -0" PR CASEMENT 7' -G" N 4' -O" x 5' -0" PR CASEMENT 7' -G" 0 4' -O" x 4' -0" PR CASEMENT 7' -0" P 4' -O" x 7' -0" PR CASEMENT 7' -G' Q 3' -G" x 4' -0' CASEMENT 7" -G" "NOTE: ALL HEAD HEIGHT5 ARE NOMINAL STONE DECK 2" STONE IN MORTAR BED W/ HEAT COILS OVER W.P. MEMBRAINE SLOPE TO DRAIN NEW RAILING TO MATCH EX. I 0 STONE DECK 2" STONE IN MORTAR DED W/ HEAT COILS OVER W.P. MEMBRAINE SLOPE TO DRAIN EXTERIOR WALLS. STUCCO FINISH TO MATCH EXISTING, SEE ELEVATIONS, OR MASONRY OVER 2 LAYERS OF 15# ASPHALT FELT ON 1 /2 11 APA SHEATHING ON 2XG STUDS WITH R -21 BATT INSULATION, U.B. AND 112" GYP. STONE DECK 2" STONE IN MORTAR BED W/ HEAT COILS OVER W.P. MEMDRAI E SLOPE TO DRAIN ENTRY LEVEL. T EL G8.0' NEW RAILING TO MATCH EX. MAIN LEV F9 I EL 573 4 SHAKE ROOF: SHAKE SHINGLES TO MATCH EXISTING ON GRACE ICE AND WATER SHIELD ON 5/8" APA SHEATHING ON RAFTERS WITH R -38 GATT INSULATION AND CONTINUOUS VAPOR RETARDER AND 1/2" GYP. BD., CONTINUOUS CORRUGATED PLASTIC RIDGE VENT, CONTINUOUS METAL SOFFIT VENT 5/8" TYPE X GYP. BD, ON WALL5 * CEILING 0 NEXT TO HABITABLE SPACE 5TRUCT. MEMB. PROTECTED O MASTER OVER FRAIV I G BEDROOM OVER EX. F OR CRAWL SPACE (5'0" HIGH MAX.) KITCHEN EX W SECTION 1/4 11-011 It 'EL C2) 4 , S , 4 C = `OO VII . SCALE: 1 /4" 1' -p» >a > C :) o 0 7 , � L -> E w ct� Q.} O (j LLJ O o > O LLJ C L co U— J O PROJECT NO.: DATE:02 -20 -07 DRAWN BY: REVISIONS. 03 -01 -07 PERMIT SET Al 1 a W cy) Z F- 0 W 0 U) w W > r 0 (J W 0. DESIGNEI PERMIT & CONSTRTN. 05/ ISSUED FOR: I N4 N3 N2 Nl WALL AREA: 93 S.F. WALL AREA: 148 S.F. WALL AREA: 168 S.F. WALL A AREA BELOW GRADE: AREA BELOW GRADE: AREA BELOW GRADE: 24 S.F 0 S.F. 0 S.F. 0 S.F. AREA E GRADE: S.F. ;EA: ELOW 0 suaggla"m D2,0 THESE URAWNW, SKOFICATIM AND $MAS,; ARPA4G5*N TS REPRESENTED THEREgY ARE AM - PROMM OF T HE AROVECTMESOMP. MY W LOWER LEVEL WALL AREA CALCULATIONS NORTH: 435 EAST 264 SOUTH: 435 WEST: TOTAL: 1493 S.F. 935 123 U 0 558 S.F. 558/1493 = 31% CF LOWER LEVEL FLOOR AREA IS BELOW GRADE ��1�]Ji1 122E s.`. Upper Leve 1417 s.f. First Level 1411 s.f. Lower'Leve 4054 s.f. — 597 s.f. (Up to 600 s.f. for Garage) = 345 % s.f. i '?33 s.f. Crawl Spare W 0 ct z F_ • 0 - • s (D uJ Lo LJJ IN c y" ) CL .4t, 00 i Imm- 37% OF 5 22 s.f. 1411 (LOWER LEVEL) — = 4590 To tal including Crawl Sp ace 4590 — 522 s.f. (3i% of lower leve below grade) = 4068 s.f. 4496 s.f. allowed (60% of 7494) 428 left for addition ii • 1 1 y i 1 i PERMIT & CONSTRTN. 05t ISSUED FOR: C PROJECT NO.: DRAWN BY: THESE DRAMM, SKOFIOARONS ANOTHE WAS, I ARRANGDENTS REPRESENTED 1HERE BY ARE AND $ PROPERTY Of THE ARQ1TEOr Mr..,NER.AMY 0 WFUTTEN PERMISSIDY IS UNtALMLL E3 WALL AREA: 135 S.F. AREA BELOW GRADE: 122 S.F. E2 WALL AREA: 60 S.F. GRADE: AR LOW GR 0 0 S S. F�. E1 WALL AREA: 69 S.F. AREA BELOW GRADE: 1 S. W CF) z F- 0 w c) "mmomwAs z U) w W > F- 0 U) Lo N DESIGNEI • PERMIT & CONSTRTN. 051 ISSUED FOR: I PROJECT NO.: DRAWN BY: EXISTING/DEM BASEMENT PLA D2.0 "MESE OMMM SMEOFIrAPO"AND THE MAS, I AFMAWWRIS REPRESENTED IMWBY AREAW E PRMRTY OF THEAROMMESMFL Mf W WMEN MWIft04 IS UNLAML I� i L_� I I I I i I I I I I I I 1 EXISTING LOWER LEVEL SCALE: 1/4"=l'-O" _ _ f - f f f ( f • DEIGNEI t0 0 N N oQ ,. Q N � q U t1? � r > U ► } � PERMIT & CONSTRTN. 051 ISSUED FOR: C PROJECT NO.: DRAWN BY: EXISTING /DEM BASEMENT PIS D2,0 TNESE DRAIYNGS, SPECiFICATIUIISAND THE k£AS,I " ARRA4GMHTS REPRESENIET3 THERM ARE AM.! PROMMOF THE ARGtNFEGT,TIES KItMY0 YmMen PEWISS704lS UNtAML III ��� � � EXISTING FRONT ELEVATION SCALE: 1/4"=1'-0" DESIGNEI • 'EA: iLOW GRADE: S2 WALL AREA: 400 S.F. AREA BELOW GRADE: 400 S.F. si WA L L ART 11 S. AREA: 11 S.F. BELOW GRADE: F. PERMIT & CONSTRTN. 051 ISSUED FOR: I PROJECT NO.: DRAWN BY: EXISTING/DEM BASEMENT PLA D THESE 0MY01%, MORCAnM AW ME VMS, I 1 M'lGfXNT3REPRMNlTM YHVIESY ARE AND! PROPERTY Or THE AWMaiDES *MP, My W WRITTEN PERMISS104 IS UKAVIL w z W 0 U) w W > 0 (D W Lr W CL ( y ) � � EXISTING FRONT ELEVATION SCALE: 1/4"=1'-0" DESIGNEI • 'EA: iLOW GRADE: S2 WALL AREA: 400 S.F. AREA BELOW GRADE: 400 S.F. si WA L L ART 11 S. AREA: 11 S.F. BELOW GRADE: F. PERMIT & CONSTRTN. 051 ISSUED FOR: I PROJECT NO.: DRAWN BY: EXISTING/DEM BASEMENT PLA D THESE 0MY01%, MORCAnM AW ME VMS, I 1 M'lGfXNT3REPRMNlTM YHVIESY ARE AND! PROPERTY Or THE AWMaiDES *MP, My W WRITTEN PERMISS104 IS UKAVIL 14 t'V I r w 0 0 0 U) 0 W DESIGNEI �° N a 0 U "% N _ U L N r f� PERMIT & CONSTRTN. 05! ISSUED FOR: C PROJECT NO.: DRAWN BY: EXISTINGIDEM BASEMENT PU D2.0 THESE DRAMM, SPECIRCAPM ANDTHE IDEAS, i ARRAVfaEMENTS REPRESENTED THEREBY ARE ANDI P RDPEM DP T H E ARDHFMDESIGNER. MY USS WRITTEN PERMISSION ISUNIAWPU„ u I � DESIGNEI (o 0 CU c\l S 0 C) f 0 0 pq 0 0 N 7d Lf) r C1 PERMIT & CONSTRTN. 05/ ISSUED FOR: PROJECT NO.: DRAWN BY: EXISTING/DEM BASEMENT PU wil THESE VPAWf4S, SPEWICAnONS AW IRE OW� I A r %U4 , "RESE MEN73P PROPERNOrTMOM= n: rftMY� WRITTEN PERMISSiOSI IS UNIAWFLL w Z LU 0 0 (f) w W > < c 0 0 oc W Lo 04 CL � DESIGNEI (o 0 CU c\l S 0 C) f 0 0 pq 0 0 N 7d Lf) r C1 PERMIT & CONSTRTN. 05/ ISSUED FOR: PROJECT NO.: DRAWN BY: EXISTING/DEM BASEMENT PU wil THESE VPAWf4S, SPEWICAnONS AW IRE OW� I A r %U4 , "RESE MEN73P PROPERNOrTMOM= n: rftMY� WRITTEN PERMISSiOSI IS UNIAWFLL 25' -7 1/8" 19' -4 1/4" m m 8'-1 3/8" 13' -O" 6' -2 7/8" 4' -2 3/8" 3' -11" 3' -9 3/4" 5' -4 5/8" 3' -9 3/4" � Z 1 Al �� 56' /' UP �--� • 0 • • '► . a4 r,+ 0. rr Interi .. .5 RE V 0 , �.. 5 i V hi f .y 0 3- 3 0-07 PERMIT III . ii uj ! •.. • • 06-09-0 ry O cp q V U _ 0 U 0z c� LL U aliz L u Q co S_ 1�J tS X'"- E lu m 62' IRON RAILING C) GO' Q b� IP ©, �, ( i ^^ f v cp ° ` $G? vw EN RY P RCH ) - c - co j BOULDER RETAINI W V ( LOUVERED DOO 7, g ,6T -6'_ w l [v r` I I 4 2 l2 5 i ` � 5 g' PLANTER 25 D EE ANGLE I TRY r BENCH EXI5TING \ \ \ WALL5 (TYP.) \ \ FAMILY ROOM 2 ' — 1 /8" I l x fig TRENCH DRAIN G UA 1 505 5q, Ft. WALL5 (TYP.) CRAWL SPACE 5' MAX. 23 5 11/2" v cv 3 OVEN lwj Fam EpimiLe I �v 4n Q56 -3" 1174\ st 13' -6 1/2" 8' -0 1/2" 4' -7 1/2" -- NEW RAILING TO MATCH EX. FIRE PIT D" 0 HEATED DECK V CF) i� N I I WOOD 5NELVE I1 � II BITTING ROOM N HALL OOD OR W/ / ONE 13C RDER ---- - - - - -- -- - -- / I D.W. IN f r " c- KITCH EN DN 17R ( UP] 5K r /2 K y. K4 $57-9" WA� 0 0 15TING 0 m r' WALLS (TYP.) I „ . /„re 1 19' -11 3/4" AI REF _I CRAWL 5PACE 5' MAX. r EXISTING WALLS (TYP. 2O' -1 1/2" w I 3' -4 1 2„ 0 GA5 fIREPLACE G Lo X rl DN — EXI5TING WALLS (TYP.) ,mmmml .r.Z�1i f NfRAL NOTE I. THE GENERAL CONTRACTOR AND 5UBCONTRACTOR5 SHALL BE RE5PON51gLE FOR VERIFYING THAT ALL APPLICABLE DRAWINGS, I.E. ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL ARE IN AGREEMENT. ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCY BETWEEN DRAWINGS OCCURS. 2. THE GENERAL CONTRACTOR AND 5U13CONTRACTOR5 SHALL BE RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS AND DIMEN51ON5. SHOULD THE CONTRACTOR D15COVER ANY INCONSISTENCIES BETWEEN THE WORK INDICATED ON THE DRAWINGS AND THE FIELD CONDITIONS, THE CONTRACTOR 15 TO NOTIFY THE ARCHITECT PRIOR TO COMMENCING WORK. THE ARCHITECT WILL PROVIDE TIMELY REV15ION5 OR CLARIFICATION5 AS REQUIRED TO COMPLETE THE PROJECT. IN THE EVENT Of A DISCREPANCY, DRAWINGS ARE NOT TO BE SCALED, 3. CHANGES MADE TO PLANS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT SHALL RELIEVE THE ARCHITECT FROM RE5PON51131LITY FOR ALL CON5EQUENCE5 THEREOF, MAIN LEVEL PLAN I C� EXI5TING STAIR STONE CAP °o I D ATE: • 0 • • '► . a4 r,+ 1 O _ Interi .. RE V 0 , �.. 5 i V hi f .y 0 3- 3 0-07 PERMIT III . ii uj ! •.. • • 06-09-0 ry O cp q V U _ 0 U 0z c� LL U aliz L u Q co S_ In Lu —> E lu m C) I� r' WALLS (TYP.) I „ . /„re 1 19' -11 3/4" AI REF _I CRAWL 5PACE 5' MAX. r EXISTING WALLS (TYP. 2O' -1 1/2" w I 3' -4 1 2„ 0 GA5 fIREPLACE G Lo X rl DN — EXI5TING WALLS (TYP.) ,mmmml .r.Z�1i f NfRAL NOTE I. THE GENERAL CONTRACTOR AND 5UBCONTRACTOR5 SHALL BE RE5PON51gLE FOR VERIFYING THAT ALL APPLICABLE DRAWINGS, I.E. ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL ARE IN AGREEMENT. ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCY BETWEEN DRAWINGS OCCURS. 2. THE GENERAL CONTRACTOR AND 5U13CONTRACTOR5 SHALL BE RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS AND DIMEN51ON5. SHOULD THE CONTRACTOR D15COVER ANY INCONSISTENCIES BETWEEN THE WORK INDICATED ON THE DRAWINGS AND THE FIELD CONDITIONS, THE CONTRACTOR 15 TO NOTIFY THE ARCHITECT PRIOR TO COMMENCING WORK. THE ARCHITECT WILL PROVIDE TIMELY REV15ION5 OR CLARIFICATION5 AS REQUIRED TO COMPLETE THE PROJECT. IN THE EVENT Of A DISCREPANCY, DRAWINGS ARE NOT TO BE SCALED, 3. CHANGES MADE TO PLANS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT SHALL RELIEVE THE ARCHITECT FROM RE5PON51131LITY FOR ALL CON5EQUENCE5 THEREOF, MAIN LEVEL PLAN I C� EXI5TING STAIR STONE CAP °o I J m-j D ATE: • 0 • • '► . a4 r,+ 1 O _ Interi .. RE V 0 , �.. 5 i V hi f .y 0 3- 3 0-07 PERMIT III . ii ! •.. • • 06-09-0 J m-j AM 5 G RfA G44 Sq. Et. 6' rn� IRON RAILING GO' .- ffi PLANTER \r — 5 2' 25' -7 1 " 54'- 1 » Q � 2 l l a14 Al Al Al 20' -7 7/8" ' 11 3/4" 3 5/8" 5' -0 1/4" 3' -6 5/8" 8:-6 3/8" °° / M / _ - - - -- \ EXI5TING WALLS (IYP. �-- - - -_ --- ---- -- __._.. - -_. -- _.-- .-- ...._. —_. -- -- I I I I I I H EAT D 1 \\ to I I - I I \/ I 0 \ I ATTIC ADO E I N c° / \ ( DINING ROOM' aV RHA I i� I 6 NCH 5LAT 3' —� 3/8' 4'-11 \N/ DRAWFR5 G I y I GL \\ ( GA51^IREPLA (s? � 5G MAXIMUM CEILING HEIGHT I 14' -O' I I I I 31 I I I EXISTING GARAGE I DOOR REMOVED AND WALL FILLED I IN W/ 2X6 @ 16 WALLS (lYP.) DN j O. C. - - - - - 12 =j7r - - - - -- -- - - - --� --� _ EX15TI NG PLANTER a � I O c ° ATTIC ABOVE i LIVING RM I 4' -3 1/2" i I N 41 I ' -10' 1/2" x EXI5TING WALLS (TYP.) I I II I I I ( I I DN ( I PPR LINE I E I S I G Al I I EXI5TING UNIT "B" 15TAIR (SECONDARY) E,k5T UNIT UNIT "A" I I (PRIMARY) I LINE OF RPPM ABOVE� I '5 5 ' t9 1 I 11 � EAST UNIT GfNfRAL NOTES 1, THE GENERAL CONTRACTOR AND 5U13CONTRACTOR5 SHALL BE RE5PON51E3LE FOR VERIFYING THAT ALL APPLICADLE DRAWINGS, I.E. ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL ARE IN AGREEMENT. ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCY BETWEEN DRAWINGS OCCURS. 2. THE GENERAL CONTRACTOR AND 5U13CONTRACTOR5 SHALL BE RESPON5I131-E FOR VERIFYING ALL FIELD CONDITIONS AND DIMENSIONS. SHOULD THE CONTRACTOR DISCOVER ANY INCON515TENCIE5 BETWEEN THE WORK INDICATED ON THE DRAWINGS AND THE FIELD CONDITIONS, THE CONTRACTOR IS TO NOTIFY THE ARCHITECT PRIOR TO COMMENCING WORK. THE ARCHITECT WILL PROVIDE TIMELY REVISIONS OR CLARIFICATIONS A5 REQUIRED TO COMPLETE THE PROJECT, IN THE EVENT OF A DISCREPANCY, DRAWINGS ARE NOT TO BE SCALED. 3. CHANGES MADE TO PLANS WITHOUT THE WRITTEN CON5ENT OF THE ARCHITECT SHALL RELIEVE THE ARCHITECT FROM RE5PON5181LITY FOR ALL CONSEQUENCES THEREOF, Pro'cct North r �Ir �► I■s � 0 2' 4' 8' SCALE: 1/4" = 1' -0" \ I W1 TV ADO V ( WOOD PANEL\ / Oz ,�„ CEILING ( / `= `"'�`• \ I / co C) \/ 3 1/2 „? w tt� --rte - - - -- - - - - - -- v 11' -11 1 /2: ,I x = MASTER. 38 BEDROOM ` 3 9 37 51' ELVE5 N 1 3ro 5TP x '' SD 3, 3 1 2' -8 3» 4' 4 ' ~ I 13 -11 1/4” )RAWE �- CLOSET 34 n Y Vv) ' ° ` op t 4 �p EXISTING ENT C° I 20 MINUTE RATED DOO 30 DN 5D c0 N ~. W/D r� I I IN W/ 2X6 @ 16 WALLS (lYP.) DN j O. C. - - - - - 12 =j7r - - - - -- -- - - - --� --� _ EX15TI NG PLANTER a � I O c ° ATTIC ABOVE i LIVING RM I 4' -3 1/2" i I N 41 I ' -10' 1/2" x EXI5TING WALLS (TYP.) I I II I I I ( I I DN ( I PPR LINE I E I S I G Al I I EXI5TING UNIT "B" 15TAIR (SECONDARY) E,k5T UNIT UNIT "A" I I (PRIMARY) I LINE OF RPPM ABOVE� I '5 5 ' t9 1 I 11 � EAST UNIT GfNfRAL NOTES 1, THE GENERAL CONTRACTOR AND 5U13CONTRACTOR5 SHALL BE RE5PON51E3LE FOR VERIFYING THAT ALL APPLICADLE DRAWINGS, I.E. ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL ARE IN AGREEMENT. ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCY BETWEEN DRAWINGS OCCURS. 2. THE GENERAL CONTRACTOR AND 5U13CONTRACTOR5 SHALL BE RESPON5I131-E FOR VERIFYING ALL FIELD CONDITIONS AND DIMENSIONS. SHOULD THE CONTRACTOR DISCOVER ANY INCON515TENCIE5 BETWEEN THE WORK INDICATED ON THE DRAWINGS AND THE FIELD CONDITIONS, THE CONTRACTOR IS TO NOTIFY THE ARCHITECT PRIOR TO COMMENCING WORK. THE ARCHITECT WILL PROVIDE TIMELY REVISIONS OR CLARIFICATIONS A5 REQUIRED TO COMPLETE THE PROJECT, IN THE EVENT OF A DISCREPANCY, DRAWINGS ARE NOT TO BE SCALED. 3. CHANGES MADE TO PLANS WITHOUT THE WRITTEN CON5ENT OF THE ARCHITECT SHALL RELIEVE THE ARCHITECT FROM RE5PON5181LITY FOR ALL CONSEQUENCES THEREOF, Pro'cct North r �Ir �► I■s � 0 2' 4' 8' SCALE: 1/4" = 1' -0" a 12- 08-0 5 0 !• ! ! .4 !. ! 0 ! 4 ! ! ! • I ! 0 REVI5101\15: 03-01-07 PERMIT 5ET R ... ! 08-09-0 ADAGE 5q, Et. O7 Sq. Et. i z i A9 i GARAGE I I UP o Oz - }- co C) w tt� a 12- 08-0 5 0 !• ! ! .4 !. ! 0 ! 4 ! ! ! • I ! 0 REVI5101\15: 03-01-07 PERMIT 5ET R ... ! 08-09-0 ADAGE 5q, Et. O7 Sq. Et. i z i A9 i GARAGE I I UP GENERAL NOTES: Lessons Remodel 1325 W. Westhaven Cr. Vail, CO JOB# 0702 -10 DESIGN CRITERIA: Roof Live Load (Snow) -------------------------------------- - - - - -- 80 psf Roof Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15 psf Floor Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40 psf Floor Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 25 psf Deck Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 100psf Wind (3 Second Gust) --------------------------------- - - - - -- 90mph (EXP. B) Seismic- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXEMPT IBC /RC Edition ------------------------------------------- - - - - -- -2003 FOUNDATION DESIGN: a. Design of individual and continuous footings is based on an assumed maximum allowable bearing pressure of 2000 psf (dead load plus full live load). b. Foundation and retaining walls have been designed using an assumed lateral pressure of 55 pcf. c. Footings shall be placed on the natural undisturbed soil, or compacted structural fill per the recommendations of the geotechnical engineer, below frost depth. d. Provide continuous foundation drains around the perimeter of all basement walls and at the base of retaining walls. Contact geotechnical engineer for details. e. Provide crawl space ventilation per IBC /IRC requirements. f. A representative of the geotechnical engineer shall verify soils conditions and types during excavation. Because geotechnical information was not available at the time of preparation of the construction documents, we have used assumed values based on similar sites in the area. Construction of the foundation may not proceed without verifying these values. Report any discrepancies from original design assumptions to structural engineer for re- evaluation of foundation design. g. Backfill around and above structural buttresses and retaining walls shall be compaction - tested per the recommendations of the geotechnical engineer. h. Do not backfill against retaining walls until supporting elements (such as floor framing) are in place and securely anchored, or adequate shoring is installed. Concurrent backfilling of each side of a free - standing retaining wall to final grades as indicated on plan or section is required unless temporary shoring is installed. i. Verify type of fill with soils engineer and structural engineer prior to backfilling. REINFORCED CONCRETE: a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI 318) as adopted by Chapter 19 of the 2003 IBC. b. Structural concrete shall have a minimum 28 -day compressive strength of 3000 psi. C. Concrete shall be proportioned using Type 1 -11 sulfate - resistant cement. Admixtures containing chloride salts shall not be used. d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of Concrete Practice e. Anchor bolts for beam and column bearing plates shall be placed with setting templates. f. Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and spaced at a minimum of 10 bolt diameters unless noted otherwise. g. Anchor bolts for wood sill plates shall be placed at 4' -0" maximum spacing with one anchor bolt at 12" from each end or corner and a minimum of two anchor bolts per piece. h. All exposed edges and corners shall be chamfered 3/4 ". i. Concrete floor slabs on grade and on metal decking supported by steel framing shall have sawn or tooled control joints at a maximum spacing of 15' -0" in each direction. Locate control joints along column grid lines where possible and provide slab isolation joints around columns. j. Concrete coverage for reinforcing steel: 1. Concrete cast against and permanently exposed to earth: 3" 2. Concrete exposed to earth or weather: A. #5 bar and smaller 1 1/2" B. #6 through #18 bar 2" 3. Concrete not exposed to weather or in contact with ground: A. Slabs, walls, joists ( #11 bar and smaller) 3/4" B.Beams, columns 1 1/2" REINFORCING STEEL: a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM Specification A615 and shall be grade 60 except ties, field bent bars where permitted by note on plan, or bars to be welded, which shall be grade 40. c. At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless specifically approved by engineer. d. At corners, make horizontal bars continuous or provide corner bars. Around openings and steps in concrete, provide (2) - #5 bars extending 2' -6" beyond edge of opening or step. e. Extend reinforcing steel a minimum of 2' -6" through cold joints. Unless specifically located on plan or details, coordinate cold joint locations with engineer. f. Welded wire fabric shall conform to ASTM Specification A -185. Lap welded wire fabric a minimum of one full mesh plus two inches. Laps shall be wired together. g. Epoxy adhesive for reinforcing dowels shall be "Hilti" or "Simpson" or approved equivalent adhesive systems. Minimum embedments, if not specifically indicated on the drawings, shall be according to the manufacturer's specifications. h. Metric bar size conversion table: METRIC #10 #13 #16 #19 #22 #25 #29 #32 #36 U.S. . #3 #4 #5 #6 #7 #8 #9 #10 #11 STRUCTURAL WOOD FRAMING: a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir -Larch #2 and better, and all solid timber beams and posts 3" nominal and wider shall be Douglas Fir -Larch #2. b. Studs shall be Stud grade and better Douglas Fir -Larch or Hem Fir. c. Built -up posts shall consist of Douglas Fir -Larch or Hem Fir #2 or better 2x4 or 2x6 studs per plan and shall be nailed together with 2 rows of 16d nails ® 6" on center along each stud. d. Built -up beams consisting of multiple 2x members shall be nailed together with two rows of 16d nails spaced at 12" on center, or with two rows of 1/2" diameter thru -bolts spaced at 24" on center. e. Top and bottom plates shall be Douglas Fir -Larch or Hem Fir #2 and better. Plates placed directly on concrete walls or slabs shall be pressure - treated Hem Fir #2. f. Ledgers attached to concrete walls shall be treated Hem Fir #2, or if LVL material is used, shall have a continuous waterproof membrane between the concrete and wood. g. Wood beams bearing in beam pockets in concrete or masonry walls shall bear on a treated 2x6 bearing block. Provide %" clearance around end of wood beam. Block against sides of beam pocket with treated 2x blocking to provide lateral support for beam. h. Beneath solid or built -up columns noted on plans, blocking of area equivalent to column above shall be provided within floor joist spaces and in wall spaces below. Door or window trimmers consisting of a single stud do not require special blocking in the joist space. i. Except as noted otherwise, minimum nailing shall be provided as specified in the "Nailing Schedule" on the drawings (2003 IBC Table 2304.9.1). j. Bolts used for wood framing connections shall be installed with standard washers and nuts. k. Unless noted otherwise, steel connectors such as those manufactured by the Simpson Company shall be used to join rafters, joists or beams to other beams at flush- framed conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Type U or Type HU hangers of a size specifically designed for the member supported, as shown in the manufacturer's published tables. Contact structural engineer for details as required. I. Wood nailer plates installed on steel beams or concrete walls for flop- flange hangers shall be ripped to match the width of the wall or beam flange. Nailer plates supporting top flange hangers from one side only shall be installed flush with the face of wall or beam flange at the hanger locations. m. Manufactured joists shall be from an approved manufacturer and shall be equivalent in load carrying capacity and deflection criteria to BCI 6000 1.7 series joists in the depths and spacings indicated on plan. Provide blocking, bracing, web stiffeners and other accessories as required by the manufacturer. n. Prefabricated trusses shall be designed by a Colorado registered engineer to support the full dead and live loads of the roof, ceiling, and any other superimposed loads. The fabricator shall determine web arrangement and member forces. Load duration factor for snow loads is 1.0. Calculations and shop drawings shall be submitted to the architect /engineer for review prior to fabrication. The truss manufacturer shall specify all truss -to -truss connections. Temporary and permanent lateral bracing of trusses shall be installed as required by the truss manufacturer. o. Laminated veneer lumber (LVL) shall have the following minimum properties: 1. Flexural stress - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2600 psi 2. Modulus of elasticity ------------------------ - - - - -- 1,900,000 psi 3. Tension parallel to grain -----------------=- - - - - -- 1850 psi 4. Compression parallel to grain ------------ - - - - -- 2310 psi 5. Compression perpendicular to grain (parallel to glue line) ------------------------ - - - - -- 750 psi 6. Horizontal shear ----------------------------- - - - - -- 285 psi 7. Connection of multiple- member beams: A. Top - loaded beams i) For members 12" deep or less, nail each member to the next with 2 rows of 16d nails at 12" o.c. ii) For members greater than 12" deep, nail each member to the next with 3 rows of 16d nails at 12" o.c. B. Side - loaded beams I) For two or three member beams, nail each member to the next with 3 rows of 16d nails at 12" o.c. ii) For four member beams, bolt through with 2 rows of 1/2" diameter bolts at 12" o.c. iii) For members consisting of more than four members, contact structural engineer. p. All lumber used in construction shall have a maximum moisture content of 19 %. q. Unless made of treated or naturally decay - resistant wood, all deck beams and joists (including glue -lams) wider than 1%" shall be sealed and flashed at the top surface per architect. r. Framing Notes: 1. Exterior walls: A. All exterior walls are 2x6 studs ® 16" o.c. to a maximum height of 12' -6 ", 2x6 studs @ 12" o.c. to a maximum height of 14' -6 ", and (2) -2x6 studs CAD 16" to a maximum height of 17' -4" unless otherwise noted. Walls taller than 17' -4" shall be framed with manufactured paraliam studs, contact engineer for spacing requirements, if not indicated on plan. Cap with a double top plate installed to provide overlapping at corners and at intersections with other partitions. If overlap is not possible, strap top plates with metal strap ties (Simpson ST292 or equivalent). B. Gable -end walls shall be balloon- framed to the bottom of rafters or end -wall trusses unless approved by engineer. C. Floor or roof framing members must be aligned to bear within 5 inches of the studs beneath. D. Provide 7/16" thick APA rated sheathing (plywood or OSB) rated 24/16, exposure 1, at exterior face of exterior walls. Block all horizontal joints and nail panels with 8d nails spaced at 6" along panel edges and at 12" along intermediate supports. E. Provide (3) -2x1O headers over all door and window openings, with one 2x6 trimmer and one 2x6 king stud each end, unless otherwise indicated. F. At beam bearing locations in stud walls, provide multiple -stud posts equal to width of bearing member unless noted otherwise. 2. Interior Load Bearing Walls: A. Interior load bearing walls are 2x4 or 2x6 studs (as indicated on plan) ® 16" o.c. with 1/2" gypsum wallboard both sides unless noted otherwise. Cap with a double top plate installed to provide overlapping at corners and at intersections with other partitions. If overlap is not possible, strap top plates with metal strap ties (Simpson ST292 or equivalent). B. Floor or roof framing members must be aligned to bear within 5 inches of the studs beneath. C. Provide (2) -2x1O headers over all openings in wall, with one 2x4 or 2x6 trimmer and one 2x4 or 2x6 king stud each end, unless noted otherwise. D. At beam bearing locations in stud walls, provide multiple -stud posts equal to width of bearing member unless noted otherwise. 3. Floor Construction: A. Provide 3/4" thick APA rated Sturdifloor rated at 24" o.c., tongue and groove, exposure 1. Glue and nail panels to all supports with 8d nails spaced at 6" along panel edges and at 12" along intermediate supports. Install sheathing with long dimension perpendicular to joists and end joints staggered. B. Provide solid blocking between floor joists at all bearing locations. Blocking material shall match the floor joist material. 4. Roof Construction: A. Provide 5/8" thick APA plywood sheathing rated 40/20 , exposure 1. Install sheathing with long dimension perpendicular to rafters or trusses and end joints staggered. Nail with 8d nails spaced at 6" along panel edges and at 12" along intermediate supports. B. Plywood sheathing shall be applied continuously over the primary roof members (rafters or trusses) below overfromed areas to provide adequate lateral stability. C. Provide wind /seismic anchors at supports for all roof joists and trussed rafters. See nailing schedule. D. Provide solid blocking between roof rafters, trusses and lookouts at all bearing locations. Blocking material shall match rafter, truss chord, or lookout material. 5. Wind Bracing: A. Walls over 4 feet long which are sheathed with gypsum wallboard on both faces and are indicated as shear walls on plan have been designed to resist wind forces in accordance with Table 2306.4.5 of the 2003 IBC. B. At shear walls, screw 1/2" gypsum wallboard to all studs and to top and bottom plates with #8 x 1 1/8" drywall screws at 7" maximum spacing. C. Exterior plywood or OSB wall sheathing is required unless specifically deleted by engineer. STRUCTURAL STEED; a. Structural steel shall be detailed, fabricated and erected in accordance with the most current editions of AISC Specifications and Code of Standard Practice. b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and angles shall be ASTM A36. Tube shapes shall be ASTM A500 grade B. Pipes shall be ASTM A53 grade B or ASTM A501. c. Tube shapes are actual size as specified on plan. Pipe sizes indicated on plan are nominal (approximate inside diameter) and refer to AISC pipe schedule dimensions. d. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts and bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4" diameter unless noted otherwise. e. Bolts used in structural steel framing shall be the break -off, torque indicating type, or torque inspection shall be provided as required by the building inspector. f. Typical framed beam connection shall consist of pairs of 1/4" angles using the maximum number of bolts called for in Table II -A of the AISC Manual (ASD Ninth Edition). g. Expansion bolts shall be wedge type "Hilti" or "Rawl" or "Simpson ", or approved equivalent with the following minimum embedments: 1/2" diameter - - -- 2 1/2" 5/8" diameter - - -- 3" 3/4" diameter - - -- 4" h. Epoxy anchors called for on the drawings shall be "Epcon" or "Rawl" or "Simpson" or approved equivalent anchor systems. Minimum embedments, if not specifically indicated on the drawings, shall be according to the manufacturer's specifications. i. All welding shall be done by an AWS qualified welder. j. Delay painting within 3" of field welds until welds are completed. k. Where corrosive soil conditions exist, steel angles that are used to support exterior stone veneer shall be galvanized and shall be attached to the foundation with galvanized or stainless steel expansion anchors. I. All grout beneath column base plates and steel beams at bearing shall be non - shrink, non - metallic type grout. Grout shall have a minimum compressive strength of 2500 psi. STRUCTURAL MASONRY: a. Masonry design assumptions require that special inspection be provided during construction according to the provisions of UBC Sections 1701 and 2105 (2003 IBC Sections 1704.5 and 2107.2.1). b. Hollow load- bearing concrete masonry shall be lightweight units conforming to ASTM C90. Exterior walls and walls below grade shall be grade N -1. Interior walls not exposed to weather or earth may be grade N -1 or S -1. c. Mortar shall conform to ASTM C270 and shall be type S with minimum cube strength of 1800 psi. Do not use masonry cement or admixtures unless approved by the engineer. d. Grout shall be coarse grout as defined in 2003 IBC Table 2103.10 with minimum cube strength of 2000 psi. Admixtures shall not be added unless approved by the engineer. e. Minimum prism strength of masonry wall assemblies shall be fm = 1500 psi. f. Conform to size and height limitations set forth in Table 1.15.1 of ACI 530. Grout shall be placed in a continuous pour in lifts not exceeding 6 feet. g. Bond beam units shall be produced from standard vertically voided units with pre -cut knock -out cross walls. h. All masonry shall be laid up running bond with exposed joints tooled. i. Use continuous horizontal joint reinforcing in all masonry walls, consisting of 9 gage side wire welded to 9 gage trussed cross wires. Width of joint reinforcing shall be approximately 2" less than width of wall. Provide prefabricated corners and tees. Wire shall conform to ASTM Specification A -82. Maximum vertical spacing of joint reinforcing shall be 16 ". j. Provide 1/2" clearance or expansion material between masonry and other structural elements unless noted otherwise. k. Vertical control joints shall be provided full height of masonry walls as located on the drawings. Construct control joints as continuous head joints with mortar raked back 3/4" at both faces and 50% of the horizontal joint reinforcing cut at the joint. Bond beam reinforcing and grout shall continue through the joint. 1. Fill all voids and cells within 12" either side of centerline of beam or column bearing location with (2) - #5 reinforcing bars and grout continuous to foundation unless noted otherwise. m. Masonry walls, including site walls, shall have a continuous horizontal bond beam consisting of (2) - #5 bars and solid grout at the top of the wall and at 8` 0" maximum vertical spacing unless noted otherwise. n. Openings in masonry walls shall be reinforced with a #5 reinforcing bar in a vertical grouted cell each side of the opening and (2) - #5 bars in a horizontal bond beam above and below the opening. Extend reinforcing and grout 2' -0" post opening on all sides. o. Masonry wall shall be grouted only at those cells containing reinforcing steel unless specifically authorized by the engineer. STONE/BRICK VENEER: a. Anchored stone or brick veneer and its attachments shall conform to IBC Section 1405.6 with a wire tie to the structural backing for every 2 square feet of veneer. b. Unless noted otherwise, provide loose lintels over openings as follows, one angle for each 4" of wall thickness, long leg vertical, to bear 4" minimum each end: Openings to 4' -0" -------------- - - - - -- 3 1/2" x 3 1/2" x 1/4" Openings 4' -1" to 6' -0" - - - - - - - - - - - - - 4" x 3 1/2" x 1/4" Openings 6' -1" to 8' -0" - - - - - - - - - - - - - 5" x 3 1/2" x 1/4" Openings 8' -1" to 10' -0" ----- - - - - -- 6" x 3 1/2" x 5/16" (Multiple angles shall be oriented back -to- back.) C. Stone or brick veneer shall be supported on dry -stack CMU units to the foundation, or provide steel angle support per details on the drawings. GENERAL REQUIREMENTS: a. Structural erection and bracing: The structural drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. The contractor, in the proper sequence, shall provide shoring and bracing as may be required during construction to achieve the final completed structure. Contact structural engineer for consultation (not in contract) as required. b. Shop drawings: Submit shop and erection drawings for structural steel, miscellaneous steel, steel joists and girders, steel deck, masonry reinforcing steel, wood trusses, manufactured wood joists and glue -lam beams to engineer for review prior to fabrication. This review is for general compliance with the intent of the structural design. The architect and /or contractor are responsible for checking quantities, dimensions and coordination with other trades. c. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, framing, foundation and anything else that may affect the work shown on the drawings. Underpinning, shoring and bracing of existing structures shall be the responsibility of the contractor. d. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not scale drawings. e. Construction practices: General contractor is responsible for means, methods, techniques, sequences and procedures for construction of this project. Notify structural engineer of omissions or conflicts between the working drawings and existing conditions. Coordinate requirements for mechanical /electrical /plumbing penetrations through structural elements with structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods used for construction shall be in accordance with the latest edition IBC /IRC. f. Details not specifically shown on the drawings shall be constructed in a manner similar to the details that are shown for like conditions. These items shall be brought to the attention of the structural engineer as soon as possible for approval. Approval shall be obtained prior to installation. g. It is the responsibility of the contractor to contact the structural engineer at the appropriate time to perform site observations visits. Observation visits to the jobsite by the engineer are for determination of general conformance with the construction documents and shall not be construed as inspection. h. Though every effort is made to provide a complete and clear set of construction documents, discrepancies or omissions may occur. Release of these drawings anticipates cooperation and continued communication between the contractor, architect and engineer to provide the best possible structure. These drawings have been prepared for the use of a qualified contractor experienced in the construction techniques and systems depicted. A�W AA& A.B. ANCHOR BOLT LAM. LAMINATED A.F.F. ABOVE FINISHED FLOOR LLV LONG LEG VERTICAL A.F.G. ABOVE FINISHED GRADE LONGIT. LONGITUDINAL ADJ. ADJUSTABLE LTWT. LIGHTWEIGHT ANCH. ANCHOR LVL LAMINATED VENEER LUMBER APPROX. APPROXIMATELY LSL LAMINATED STRAND RIM MATERIAL ARCH. ARCHITECT MAX. MAXIMUM BD. BOARD MECH. MECHANICAL BLDG. BUILDING MAT'L MATERIAL BLKG. BLOCKING MANUF. MANUFACTURER BM. BEAM MIN. MINIMUM BOT. BOTTOM (N) NEW B.O.W. BOTTOM OF WALL NOM. NOMINAL BRG. BEARING N.W. NORMAL WEIGHT CANT. CANTILEVER O.C. ON CENTER C.J. CONTROL JOINT OPNG. OPENING CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD CEM. CEMENT R PLATE CLG. CEILING PLYWD. PLYWOOD CE CENTERLINE PKT. POCKET CLR. CLEARANCE R.O. ROUGH OPENING COL. COLUMN RAD. RADIUS CONC. CONCRETE REF. REFERENCE CONN. CONNECTION REINF. REINFORCE /REINFORCEMENT CONT. CONTINUOUS REQ'D REQUIRED CONST. CONSTRUCTION RET. RETAINING C.P. CRIPPLE POST REV. REVISION G.W. CRIPPLE WALL R.S. ROUGH SAWN DBL. DOUBLE SCHED. SCHEDULE DET. DETAIL SECT. SECTION DIAG. DIAGONAL SHT. SHEET DWL. DOWEL SIM. SIMILAR DWG. DRAWING S.I.P. STRUCTURAL INSULATED PANEL EA. EACH SPEC. SPECIFICATION E.J. EXPANSION JOINT SQ. SQUARE ELEV. ELEVATION STD. STANDARD ENG. ENGINEER STL. STEEL EQUIP. EQUIPMENT STRUCT. STRUCTURAL EQUIV. EQUIVALENT T TRIMMER EXSTG. EXISTING T &B TOP & BOTTOM (E) EXISTING T &G TONGUE & GROOVE EXP. EXPANSION T.O. TOP OF EXT, EXTERIOR T.O.C. TOP OF CONCRETE F.D. FLOOR DRAIN T.O.F. TOP OF FOOTING FDTN. FOUNDATION T.O.L. TOP OF LEDGE FLR. FLOOR T.O.M. TOP OF MASONRY FRMG. FRAMING T.O.W. TOP OF WALL FTG. FOOTING THRU THROUGH GA. GAUGE TRANSV. TRANSVERSE GALV. GALVANIZED TRTD. TREATED GEN. GENERAL TS TUBE STEEL COLUMN G.L. GLUE -LAM TYP. TYPICAL GYP. GYPSUM /GYPCRETE U.N.O. UNLESS NOTED OTHERWISE HDR. HEADER VERT. VERTICAL HORIZ. HORIZONTAL V.I.F. VERIFY IN FIELD HSS HOLLOW STEEL SECTION W.F. WIDE FLANGE HT. HEIGHT W.P. WATERPROOF INT. INTERIOR W.W.F. WELDED WIRE FABRIC INV. INVERTED WD. WOOD K KING STUD W/ WITH JST. JOIST W/0 WITHOUT PROVIDE A MINIMUM OF ONE KING STUD, OR AS SPECIFIED ON PLAN SEE FRAMING PLANS FOR HEADER SIZE POSTS SPECIFIED ON PLAN INDICATE TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS TYP ICAL WINDOW /DOOR HEADER cr'o] i=- I /e_" - a' - 2003 IBC FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING 0, m LOCATION 1. Joist to sill or girder 3 - 8d common toenail 3 - 3" x 0.131" nail 3 - 3" 14 gage staple 2. Bridging to joist 2 - 8d common toenail each end 2 - 3" x 0.131" nail 2 - 3" 14 gage staple 3. 1" x 6" subfloor or less to each joist 2 - 8d common face nail 4. Wider than 1" x 6" subfloor to each joist 3 - 8d common face nail 5. 2" subfloor to joist or girder 2 - 16d common blind and face nail 6. Sole plate to joist or blocking 16d at 16" o.c. typical face nail 3" x 0.131" nail at 8" o.c. 3"14 gage staple at 12" o.c. Sale plate to joist or blocking at braced 3 - 16d er 16" p braced wall panels wall panel (4) -3" x 0.131" nail per 16" (4) -3" 14 gage staple per 16" 7. Top plate to stud 2 - 16d common end nail 3 - 3" x 0.131" nail 3 - 3" 14 gage staple 8. Stud to sole plate 4 - 8d common toenail 4 - 3" x 0.131" nail 3 - 3" 14 gage staple 2 - 16d common end nail 3 - 3" x 0.131" nail 3 - 3" 14 gage staple 9. Double Studs 16d at 24" o.c. face nail 3" x 0.131" nail at 8" o.c. 3" 14 gage staple at 8" o.c. 10. Double top plates 16d at 16" o.c. typical face nail 3" x 0.131" nail at 12" o.c. 3"14 gage staple at 12" o.c. Double top plates 8 - 16d common lap splice 12 -3 "x0.131 "nail 12 - 3" 14 gage staple typical face nail 11. Blocking between joist or rafters 3 - 8d common toenail to top plate 3 - 3" x 0.131" nail 3 - 3" 14 gage staple 12. Rim joist to top plate 8d at 6" (152mm) o.c. toenail 3" x 0.131" nail at 6" o.c. 3" 14 gage staple at 6" o.c. 13. Top plates, laps and intersections 2 - 16d common face nail 3 - 3" x 0.131" nail 3 - 3" 14 gage staple 14. Continuous header, two pieces 16d common 16" o.c. along edge 15. Ceiling joists to plate 3 - 8d common toenail 5 - 3" x 0.131" nail 5 - 3" 14 gage staple 16. Continuous header to stud 4 - 8d common toenail 17. Ceiling joists, laps over portions 3 - 16d common minimum, Table 2308.10.4.1 4 - 3 x 0.131 nail face nail (See Section 2308.10.4.1, Table 2308.10.4.1) 4 - 3" 14 gage staple 18. Ceiling joists to parallel rafters 3 - 16d common minimum, Table 2308.10.4.1 " face nail (See Section 2308.10.4.1, Table 2308.10.4.1) 4 - 3 x 0.131" nail 4 - 3" 14 gage staple 19. Rafter to plate 3 - 8d common 3 - 3" x 0.131" nail toenail (See Section 2308.10,1, Table 2308.10.1) 3 - 3" 14 gage staple 20. 1" diagonal brace to each stud and plate 2 - 8d common 2 -3 "x0.131 nail face nail 2 - 3" 14 gage staple 21. 1" x 8" sheathing to each bearing wall 2 - 8d common face nail 22. Wider than 1" x 8" sheathing to 3 - 8d common face nail each bearing wall 23. Built -up corner studs 16d common 24" o.c. 3" x 0.131" nail 16" o.c. 3" 14 gage staple 16" o.c. 24. Built -up girder and beams 20d common at 32" o.c. face nail at top and 3" x 0.131" nail at 24" o.c. bottom staggered on 3" 14 gage staple at 24" o.c. opposite sides 2 - 20d common face nail at ends and at 3 - 3" x 0.131" nail each splice 3 - 3" 14 gage staple 25. 2" planks 16d common at each bearing 26. Collar tie to rafter 3 - 10d common face nail 4 - 3" x 0.131" nail 4 - 3" 14 gage staple face nail 27. Jack rafter to hip 3 - 10d common toenail 4 - 3" x 0.131" nail 4 - 3" 14 gage staple 2 - 16d common face nail 3 - 3" x 0.131" nail 3 - 3" 14 gage staple 28. Roof rafter to 2 -by ridge beam 2 - 16d common toenail 3 - 3" x 0.131" nail 3 - 3" 14 gage staple 2 - 16d common face nail 3 -3 "X0.131 "nail 3 - 3" 14 gage staple 29. Joist to band joist 3 - 16d common face nail 5 - 3" x 0.131" nail 5 - 3" 14 gage staple 30. Ledger strip 3 - 16d common face nail 4 - 3" x 0.131" nail 4 - 3" 14 gage staple 31, wood structural panels and particleboard :k 1/2" and less 8d' (per KRM) Subfloor, roof and wall sheathing 2 3/8" x 0.131" nail" (to framing): 1 3�4" x 16 gage' 19/32" to 3/4" 8d (per KRM)q 2 3/8" x 0.131 noilP 2" 16 gageP 7/8" to 1" 8d 1 1/8" to 1 1/4" 10d or 8d Single Floor (combination subfloor- 3/4" and less 8d (per KRM)q underloyment to framing): 7/8" to 1" 8d 1 1/8" to 1 1/4" 10d or 8d 32. Panel siding (to framing) 1/2" or less 6d 5/8" 8d 33. Fiberboard sheathing : 1/2" No. 11 gage roofing nail 6d common nail No. 16 gage staple 25/32" No. 11 gage roofing noil 8d common nail No. 16 gage staple 34. Interior paneling 1/4" 4di 3/8" 6d NOTES TO TABLE 2304.9.1 For SI: 1 inch 25.4mm. 2 3/8" x 0.113" nails and 3" x 0.131" nails are standard 8d and 10d Gun nails. a. Common or box nails are permitted to be used except where otherwise stated, b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank. d. Common e. Deformed shank. f. Corrosion- resistant siding or casing nail. g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports. h. Corrosion- resistant roofing nails with 7/16 -inch diameter head and 1 1/2 inch length for 1/2 -inch sheathing and 1 3/4 inch length for 25/32 -inch sheathing. i. Corrosion- resistant staples with nominal 7/16 -inch crown and 1 1/8 inch length for 1/2 -inch sheathing and 1 1/2 inch length for 25/32 -inch sheathing. Panel supports at 16 inches (20 inches if strength axis is the long direction of the panel, unless otherwise marked). j. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports as 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. 1. For roof sheathing applications, 8d nails are the minimum required for wood structural panels m. Staples shall have a minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports. a. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports for roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. q. Items noted as "per KRM" have been changed from the iBC schedule to a more restrictive requirement. ~~ ~~- ` T.O.W. = 86-7 T.O.W. = ��`-� [-- ~^~^ -- ll[O.F� = 57`-O T.O.F. = 57'-0 \ \ \ \ \ � \ ' /4" tK ANGLED CONNECTIONS tK Wj D—F 6x16 #1 OR BETTEF�17'v .—F 6xl #1 OR ETT R D—F 6xl 3 #1 OR BE T T.O.W. 57— T.O.W. 7'-9 1/2 TYP. N� CO�C. �ALL TO 202 I.E[)G7R V/ T.O.F. 52' "1 D (E�)JW ( / �5's x 1 DV�S 0 Y - O IXIED T T.O. SLAB PKT. ffx6 #ro Y 8 —2xl 0 LEDGER 11 I LL Ill STEP STEP �7 C14 STRONGBOLTS 0c) T.O.F. T.O. SLA DRANAM ' I @ 16" D.C. � 4X�X3/8 w/ S T.O.W. 57'-9 1/2 12" 0. C. (2)7--3/4- - QON | ' / - ~e� �~ 5/8 ' |' | C | ' \ � - � T.O. SL^p STEP `� | | STEP || A | u»| _ | | ' | | | Al ]N ^ - T.O.F. _J U | | L��} | � � HOLES @ 12" O.C. TYP. TO.F. 59'-0 2� T.O.F. C �6 (N) CONCRETE WALL I ON TOP OF EXISTING C14 WALL, SEE 10/S7 10 Structural erection and bracing: T structural drawings illustrate the completed structure with all elements in their final positions,, properly supported and braced. The contractor, In the proper sequence, shall provide shoring and bracing as may be required during construction to achieve the final completed structure. Contact structural engineer for consultation (not In contract) as required. Existin structures: Contractor shall be responsible for verifying dimensions, elevations, framing, foundation and anything else that may affect the work shown on the drawings. Underpinning, shoring and bracing of existing structures shall be the responsibility of the \ CONC. WALL TO EPDXIED INTO 3/4"Ow4 FOUNDARON PLAN c� { --- -- [-- ' | STEP --- - T T.O. SLAB ,FRAMED E ISTING FLOOR OVER CRAWLSPAC V 3/4 | --- '--- --- | � . . � �_ | F -1 | | 9 1/2 | |� L| J ll | | | 11 /4~ |� ' -�-- CONTINUOUS ' . `�/ \ / FO0TlNC - VERIFY | | | || || | | / / | L.m� 53-6 . � 4��- | | | / u� ~~ ' / | / ' . � | / | | L STEP LT-j `~ / 3 '// | ' ' D O T T.O. SOIL r-0 3-6 3/4"' . � | | | . . � | | | | | | 55'-11 |� | | 43-11 | ' T.O.F. ' | | |i | �- --- --- --- --- --- --- ---^/ / T =43 | -l---- - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - -- - -�-�- - - - - - - - - - - - - - - - - - - - ] ---------- -- ----- F - ALL ,` � SLABS SHALL BE 4" CONCRETE I I ON LEAN GRAVEL BASE ON L __ -] UNDISTURBED GRADE OR COMPACTED ' F -- --' --' STRUCTURAL FILL PER SOILS ENGINEER. || ^ ' RE|NR]�(�E SLAB WITH 0xB-VN 4xNU 4 | ^ ^ � || �------^ ' | WELDED WIRE FABRIC THROUGHOUT. | -- -- -- | | PROVIDE 1" DEEP S/\VVN OR TOOLED | | / CONTROL JOINTS AT 15 -O~ " MAXIMUM | | | || DVVL. /N\ CONC. WALL TO SPACING EACH WAY. - - - l 1 /E\ / 65's w 18 DVVLS } EPDXIED INTO �/4"�x4 |{ VV' ' || | HOLES 0 12" O.C. TYP. |' '| hJ/l��Tl�| ' ~`'' ^ ` ' ' SCALE: 1/4 == 1 / | � ~.... .^_�., l | / � . � PLAN NOTES ANGLE SUPPORT 1- ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: ��W.=TOP OF CONCRETE WALL ��F.=TOPOF CONCRETE FOOTING THESE ELEVATIONS RELATE TO 100-0 AS A REFERENCE ELEVATlON AT THE MAIN FLOOR, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. 2. TOP OF FOOTING ELEVA11DN3ARE BASED ON FINDING ADEQUATE SOIL BEARING COND|TlONS /\T THAT DEPTH. CONTACT ENGINEER |F(]VEREXCAVAll(lN IS REQUIRED. J. STEPS IN TOP OF CONCRETE WALL INDICATED: I�___ 4^ CONllNU{}US CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS NOTED OTHERWISE. 5. CONCRETE FOUNDATION WALLS ARE U THICK AND CONTINUOUS R]011NGS ARE U° THICK x 16" WIDE UNLESS NOTED OTHERWISE. 0' DO NOT SCALE DRAWINGS. 7, /E\ REFERS TO EXISTING CONSTRUCTION /----------\, /N\ REFERS TO NEW \- ' | | �| | | | /| || || | |' '| /| �| || � /( �| GALVANIZED VENEER ANGLE SUPPORT HEIGHT OF VENEER ANGLE SIZE SIMPSON STRONGBOLT .. .. |� �| |� �y |� �| |� �| |� �| |� �| || �| /' '/ LSSU135 IONS JOISTS HANG OFF THE BEAM .t"> • .qg • Idid ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE- TREATED LUMBER SHALL HAVE A SIMPSON ZMAX FINISH OR EQUIVALENT C ONNECTION SCHEDULE •• • SIMPSON H5 SIMPSON LS SU210 AME HEARTH W/ I 1i1 �AM SIMPSON LUS28 SIMPSON LUS28 TO 2x LEDGER ! • • a _ _CS rti I SIMPSON .. .. •. SIMPSON SUR1.81/9 X SIMPSON LSSU210-2 *^ SIMPS •. •. •. SIMPSON ITS2.37/11.88 ® SIM P S ON ':•• I I - - r SIMPSON LUS210-2 ` -t {}• SIMPSON SURA210 - • a . . SIMPSON HSURA410 20-16dx2 1/2 Q SIMPSON : .! •. Q SIMPSON • .. .. MI[PER TRUSS responsible for verifying dimensions, elevations, framing, foundation and anything else that may affect the work shown on the drawings. Underpinning, shoring and bracing of existing structures shall be the responsibility of the contractor* BM. PKT. 11 7/$" BCI 6000 1,7 @ 16" O.C. 21WAT11111 (3) -1 3/4x 9 1/2 LVL • 4b I _ m -- -------- ____ __ ______ _ __ 3 C I _ _ .__. _i I - 2x1 f) °LEDGER W 34' - �4 TYP. __ ___. _ ___ __ _ .._._._ ____ _. __.. _ ( __• I l I SIMPSON STRONGBOLT @ `t �., �., T.O. OVER AME I I _.. __._.._....._. IQ Q �i I EMBEDMENT DEPTH MIN. C° 9 1/4 LVL rn' to OL 58 l T.O. PLYWD. LO � . _ .. I In I l C TYP. oa r PAC B__SOLID _& w _� ._ _ _ + _rte _ _,_ _ _ _ _ - _.. - ., l I 3:: ATTACH W/ 3/4 " � _....__��.._.�.._�.,.�._ �r ( _A OV ER A P - E E I ... __ r; _ ____ ._ _._ ... I I O.C. STAGGERED () ( •- ELEVATO _ _ ____ ._ _ ___. _____ .FLO W 10_.S_. SHAFT l S6 S6 I M. I I PKT. 2 �I Structural erection and bracing: The structural i 1 0) _ I 11 drawings illustrate the completed structure with all elements in their final positions, properly supported l I SEE DETAIL and braced. The contractor, in the proper ! l 8/S8 - _ � r _ _ � _ - - - _ - _ - - _ _ _ _ _ - - - sequence, shall provide shoring and bracing as may be required during construction to achieve the final completed structure. Contact structural engineer I I _ _ _ i for consultation (not in contract) as required. i I _ _ _ - - -- - - - — - - - _ II II Existing structures: Contractor shall be I L- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i _ - - MAIN 1 11 } f 58' 0 7/18" E � i T.0 PLY,WD. S1 T `0. j Ilk 57'_1 6 T,O. PLY 1 3/4x111 7/§ LVt IW/ 4)- �EDGERLC iO.C. INTO STIID I SIMP, * SONI 58 -0 l ! d TYP. HHU 7.2 /10 0 . P JL _ _: S7 b \ , H R 58' -9 S7 1� T.O. PLYWD. 58;-0 _ _ OR FRAMING PLAN SCALE: ,i >- _ V-0" ► PLAN NOTES FOR NEW FRAMING: 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: NON - CONTINUOUS POSTS FROM ABOVE ARE INDICATED: SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 0 3. ALL COLUMNS ARE LABELLED AT THE TOP. 4. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STI_IRDIFLOOR, EXP.1, SPAN RATING 24 O.G. 5. (XXX' -XX ") INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). 6. "0" INDICATES CONNECTION TYPE - REF. S3 FOR SCHEDULE. 7, ALL FLOOR JOISTS ARE 2x1O's CAD 16" O.C., TYPICAL, UNLESS NOTED OTHERWISE. 8. (E) REFERS TO EXISTING CONSTRUCTION ( - - -- - ), (N) REFERS TO NEW ( ). 1 3/4x11 7/8 LVL LEDGER W/ (4)- LEDGERLOKS @ 16" O.C. INTO STUD c� K TYP. OVE R F AME HEARTH W/ I 1i1 _ _ 2x1 @ 16" O.C. _ _CS rti X *^ SIMPSON I I - - r LBV3.56/11.25 ` -t ► PLAN NOTES FOR NEW FRAMING: 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: NON - CONTINUOUS POSTS FROM ABOVE ARE INDICATED: SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 0 3. ALL COLUMNS ARE LABELLED AT THE TOP. 4. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STI_IRDIFLOOR, EXP.1, SPAN RATING 24 O.G. 5. (XXX' -XX ") INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). 6. "0" INDICATES CONNECTION TYPE - REF. S3 FOR SCHEDULE. 7, ALL FLOOR JOISTS ARE 2x1O's CAD 16" O.C., TYPICAL, UNLESS NOTED OTHERWISE. 8. (E) REFERS TO EXISTING CONSTRUCTION ( - - -- - ), (N) REFERS TO NEW ( ). 1 3/4x11 7/8 LVL LEDGER W/ (4)- LEDGERLOKS @ 16" O.C. INTO STUD ON 1 1/8" T &G ' I Structural erection and bracing The structural STURDIFLOOR @ GARAGE I drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. The contractor, in the proper sequence, shall provide shoring and bracing as may be required during construction to achieve the final completed structure. Contact structural engineer for consultation (not in contract) as required. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, framing, foundation and anything else that may affect the work shown on the drawings. Underpinning, shoring and bracing of existing structures shall be the responsibility of the contractor. EXTERIOR HEADERS ARE (3) -2x1 O's W/ (1) -2x6 TRIMMER AND (1) -2x6 KING STUD EA. SIDE, TYP. UNLESS NOTED OTHERWISE L "OF 9 TTAM FRA1TA PLAN NOTES: 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: D 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: NON — CONTINUOUS POSTS FROM ABOVE ARE INDICATED: SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: p 3. ALL COLUMNS ARE LABELLED AT THE TOP. 4. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXPA, SPAN RATING 24 O.C. 5. (XXX' —XX ") INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS AT THIS LEVEL, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). 6. "0" INDICATES CONNECTION TYPE — REF. S3 FOR SCHEDULE. 7. ALL FLOOR JOISTS ARE 2x10's @ 16" O.C. UNLESS NOTED OTHERWISE. 8. ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXPA, SPAN RATING 40/20. 9. ALL ROOF RAFTERS ARE: 2x12's 0 24 ", TYPICAL, UNLESS NOTED OTHERWISE. 8. (E) REFERS TO EXISTING CONSTRUCTION ( .... ), (N) REFERS TO NEW ( }. � F _ L _1 `------- - - ---� CONT. 2x12 STRUCTURAL SUB — FASCIA, TYP. 2x12 LOOKOUTS @ 24 ", TYP EXTERIOR HEADERS ARE: — (3)- 2x10's W/ (1) -2x6 TRIMMER AND (1) -2x6 KING STUD EA. SIDE, TYP. UNLESS NOTED OTHERWISE � TYP @ RAFTER • L OO � COUT BR ROOF FRAMING PLAIN I a WTAI k I E I lk Lei I Wa g O ------------------- - - - -- I I l 1 1 I I L_ i l SCALE: 1/4" = 1' -0" Structural erection and bracing: The structural drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. The contractor, in the proper sequence, shall provide shoring and bracing as may be required during construction to achieve the final completed structure. Contact structural engineer for consultation (not in contract) as required, 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: O 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: El NON - CONTINUOUS POSTS FROM ABOVE ARE INDICATED: SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: p 3. ALL COLUMNS ARE LABELED AT THE TOP. 4. ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXPA, SPAN RATING 40/20. 5. " 0 " INDICATES CONNECTION TYPE - REF. S3 FOR SCHEDULE. 6. ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED) AT THIS LEVEL. 7. ALL ROOF RAFTERS ARE: 2x12's CAD 16 ", TYPICAL, UNLESS NOTED OTHERWISE. 8. (E) REFERS TO EXISTING CONSTRUCTION (- -- . - - -- ), (N) REFERS TO NEW ( ). Existing structures: Contractor shall be responsible for verifying dimensions, elevations, framing, foundation and anything else that may affect the work shown on the drawings. Underpinning, shoring and bracing of existing structures shall be the responsibility of the contractor. :�k6 EXTEND HOR|Z RBNF. 2'-0 PAST STEP, TYP. SEE PLAN SEE PLAN CASCADE SEE PLAN 2 $ —O " F TG. ''"`' F. ' WINDOW OPENING, EXTEND ` E°.`^." . =``^~ "`^.`` 2'-0 BEYOND EACH SIDE 2'-0 PAST STEP, TYP. SEE PLAN UU ' ''"'`,' 2'-0 (2)—#5'a x UU 8K 2'—G I ` ----� --� . �� �—� UU UU -----------------��------- ov vo , � EACH DE OF — — 5� 2 ' - 6 " WINDOW OPENING 8U UU - ' UU 0U CRAWLSPACE 4 V-0 MAX Xp SEE 2/S6 FOR WALL INFO & REINFORCEMENT 0i _U T.O.W. 2x4's FURRING WALL 6" CWU WALL MORTARED JOINTS ' 4^ CONC, SLAB PER PLAN 48`-4 ,� ^ T.O. SLAB ^ NTMITIMOMWO STUD PACK OR TIMBER COLUMN PER PLAN SCHED. WIDTH 2NO RIM c/ 1 1/2" G) r7 ) ^ ' 2N [yo @ BASE 1E - 1O W/ 0 x 10" A.B.'a ON 1 MIN. SHIM & GROUT TS COLUMN PER PLAN CRAWLSPACE | | SCHEID. WIDTH p � " D�Sxo | , " | @ 24' O.C. - 47 ' — 2x0 LEDGER W/-- /2\-16d DRIVE PINS �� = CRAWL3PACE #5 DWLS x cO @ 1G^ O.C. � ' ' �4 11 8 4 ° SCALE: 3/4" = 1'—O" CONT. TREATED 2x4 R W/ 16d DRIVE PINS KD16^ D.C. #5 DWLS x @ 1O^ O.C. 4" CONC. SLAB PER PLAN ~--/1\—#4 CONT. HOR|Z. #5'aVERT @18"CiC #5'o CONT. HDR|Z. @ 10" O.C. #5`o O0Nl[ HOR|I. CONT. TREATED 2x12 LEDGER 2\-16d DRIVE PINS @1D" O.C. |—JOIST BLKG. PANELS @24" IN FIRST JOIST SPACE W/ NAILS INTO EA. PANEL, TYP. 1 1/2" STONE, TYP. " PER PLAN #5's VERT. @1O" O.C. � U . ° U. �5'n CONT. HORII� @ 1O O.C. = m PERIMETER DRAIN PER SOILS ENGINEER ^ n..o rnmc »^ io" 2x6 STUDS @ 10" O.C. 1/2 0 x 10" A^B.`s @ O.C. IN CONT. TREATED ,J, 5J'—O T.O.W. #5 DWILS x|cO__ @12" O.C. ` #5's CONT. LONGIT. ATEO 2x6 It PINS @ 10^ O.C. = � j ���� RE NA JUL 3 20 /E\ LOAD BRG. WALL #5'oVERT @12 #5`o CONT. HOQ|Z. @ 10" O.C. /E\ SPREAD FOOTING 0 Co r- #5'a @ 16" TRANSVERSE DRIVEN 4" INTO /E\ 1 Is FOOTING 2x10 LEDGER W/ 3/4"o SIMPSON = � j ���� O.C. IN CONT. TREATED 2x6i 2x4 FURRING WALL 1 Is 2x10 LEDGER W/ 3/4"o SIMPSON L o 4 1/8" MIN. EMBEDMENT 5 5 T.O. SLAB 47'-1 O L 6C TRANSVERSE 31-01# designed by RAU drawn by MTN checked by _.o/ #4 DWLS x '1[ 16" O.C. issued 4" CONC. TOPPING ON PERMIT 03 06ZO7 (l)-#4 CONT. WATERPROOF MEMBRANE REVISED 06ZO6ZO7 STURDIFLOOR PINNED TO TOP 1 1/4x9 1/2 TIMBERSTRAND 2_O" FLANGE 0 16" LSL (OR EQUIV.) RIM SLOPE O.C. 4 67-7 sheet ~ STL BM. PER PLAN \ PACK WEB SOLD 8o i ATTACH WV 3/4"0 , THRU—BOLTS @ 1O^ OC ` 1/7" � EPDXY ��4O O.C. / ` ' /_ IN CONT. TREATED 2x4 It | | 9 " 1/�" ]—JOISTS PER PLAN YV/ 4 1/4 MIN. EMBEDMENT � ! /— � � � CRAVYLSPACE \ \--(E)—FOUNDATION WALL I.-JOB #0702-10 / RAFTERS - SEE PLAN FOR RIDGE HEADER BM.--�, CONN. TYPE [(D L 0 RIDGE BM. T VALLEY BM. VALLEY BM. (HIP BM. SIM.) L (HIP BM. SIM.) L 6 RAFTERS 16d NAILING SCHEDULE (.162" 0 x 3 1/2" HAND- DRIVEN) MAX. L T 0 MAX. L 4' -0 (3) -16d (2) -16d EA. SIDE (2) -16d EA. MEMBER 6' -0 (4) -16d (3) -16d EA. SIDE (4) -16d EA. MEMBER 8' -0 (6) -16d (4) -16d EA. SIDE (8) -16d EA. MEMBER 10' -0 SIMPSON LSSU210 SIMPSON LSSU210 (12) -16d EA. MEMBER 12' -0 SIMPSON LSSU210 SIMPSON LSSU210 (2) -3/4 "0 THRU -BOLTS 14' -0 SIMPSON LSSU210 SIMPSON LSSU210 (3)-3/4"0 THRU -BOLTS 16' -0 SIMPSON LSSU210 SIMPSON LSSU210 (3) -3/4 "0 THRU -BOLTS SCALE: 3/4" = 1' -Q" • r ALL, FOLLOW 5/S6 RCEMENT EBAR )XIED INTO HOLES IN ►NCRETE O.C. EA. SCALE: 3/4" = 1' -O" . o •► PACK WEB (2) -3/4 "0 THRU -BOLTS CONT. 2x TOP FP_ DRIVE PINNED TO BM. 0 16" O.C. mr- r s STEEL BM PER PLAN ICAL FACEMOUNT HANGER TO STL. CONN. SCALE: 3/4" = 1' -O" STONE VENEER PER ARCH. CONT. L PER SCHEDULE SEE SHEET S2 # DWLS x I °Q - --�� ® 12" O.C. c� 1' -4 (2) - #5's CONT. HORIZ. TOP & BOT. LONGIT. J, 4 3 -11 _ T.O. F. ° $ o PERIMETER DRAIN PER SOILS ENGINEER ° a d. a e 4 d a d 4 5 ,; ' S » 4 a ° a a ° 0 a I I I II II II a II N _I I_ 11 II 11 CONT. 2x10 LEDGER W/ (2) -16d DRIVE PINS @ 16" O.C. #5's VERT. @ 12" O.C. #5's CONT. HORIZ. @ 16" O.C. a a d .0 . . Q . '--- ,—#5'sx2' -8 @ 16" �. ° TRANSVERSE d 1' -1" 10" 1' -1" SCALE: 3/4" = 1' -O" RETE, TYP. 58' -9 T.O.PLYWD. 1 1/2" GYPCRETE, TYP. 4 48'-4 jk T.O. PLYWD. + ii 1 1 1/4" MIN • (2)-3/ �i'� %/ LX OLNU. TO MATCH COL. ABOVE 3/16" 3/16" I `� \TYPICAL BLKG. IN JOIST SPACE 4 1/2 4) -10d NAILS INTO :A. LOOKOUT, TYP. EQ. 2x12 STRUCTURAL SUB - FASCIA, TYP. 2x12 LOOKOUTS © 24" O.C., TYP. 2x6 STUDS ® 16" W/ 1/2" PLYWD. OR OSB SHEATHING z 3" MIN (2) -2x12 i� 1 3 /4x11 1 /4 I VI RAFTERS .S L OOK OUTS @ • Q TYP. SCALE: 3/4" = 1' -O" C ONT. •- . DR PINNED TO BM. @ , SEE PLAN • T. • J L1 /4x4x4xO' -6 1/2 W/ (2) -3/4 "0 THRU BOLTS �) OR WELDED �1 SCALE: 3/4" = 1' -Q" -rr "' .'J FOR 2x12 RAFTERS PER PLAN SCALE: N.T.S. S7 GUN NAILING SCHEDULE (.131" 0 x 3" GUN - NAILS) MAX. L T Q THRU -BOLTS TS COL. 4' -0 (4) -NAILS (3) -NAILS EA. SIDE (3) -NAILS EA. MEMBER 6' -0 (6) -NAILS (4) -NAILS EA. SIDE (6) -NAILS EA. MEMBER 8' -0 (8) -NAILS (5) -NAILS EA. SIDE (11) -NAILS EA. MEMBER 10' -0 SIMPSON LSSU210 SIMPSON LSSU210 (2) -3/4 "0 THRU -BOLTS 12' -0 SIMPSON LSSU210 SIMPSON LSSU210 (2) -3 /4 "0 THRU -BOLTS 14' -0 SIMPSON LSSU210 SIMPSON LSSU210 (3) -3/4 "0 THRU -BOLTS 16' -0 SIMPSON LSSU210 SIMPSON LSSU210 (3) -3/4 "0 THRU -BOLTS SCALE: 3/4" = 1' -Q" • r ALL, FOLLOW 5/S6 RCEMENT EBAR )XIED INTO HOLES IN ►NCRETE O.C. EA. SCALE: 3/4" = 1' -O" . o •► PACK WEB (2) -3/4 "0 THRU -BOLTS CONT. 2x TOP FP_ DRIVE PINNED TO BM. 0 16" O.C. mr- r s STEEL BM PER PLAN ICAL FACEMOUNT HANGER TO STL. CONN. SCALE: 3/4" = 1' -O" STONE VENEER PER ARCH. CONT. L PER SCHEDULE SEE SHEET S2 # DWLS x I °Q - --�� ® 12" O.C. c� 1' -4 (2) - #5's CONT. HORIZ. TOP & BOT. LONGIT. J, 4 3 -11 _ T.O. F. ° $ o PERIMETER DRAIN PER SOILS ENGINEER ° a d. a e 4 d a d 4 5 ,; ' S » 4 a ° a a ° 0 a I I I II II II a II N _I I_ 11 II 11 CONT. 2x10 LEDGER W/ (2) -16d DRIVE PINS @ 16" O.C. #5's VERT. @ 12" O.C. #5's CONT. HORIZ. @ 16" O.C. a a d .0 . . Q . '--- ,—#5'sx2' -8 @ 16" �. ° TRANSVERSE d 1' -1" 10" 1' -1" SCALE: 3/4" = 1' -O" RETE, TYP. 58' -9 T.O.PLYWD. 1 1/2" GYPCRETE, TYP. 4 48'-4 jk T.O. PLYWD. + ii 1 1 1/4" MIN • (2)-3/ �i'� %/ LX OLNU. TO MATCH COL. ABOVE 3/16" 3/16" I `� \TYPICAL BLKG. IN JOIST SPACE 4 1/2 4) -10d NAILS INTO :A. LOOKOUT, TYP. EQ. 2x12 STRUCTURAL SUB - FASCIA, TYP. 2x12 LOOKOUTS © 24" O.C., TYP. 2x6 STUDS ® 16" W/ 1/2" PLYWD. OR OSB SHEATHING z 3" MIN (2) -2x12 i� 1 3 /4x11 1 /4 I VI RAFTERS .S L OOK OUTS @ • Q TYP. SCALE: 3/4" = 1' -O" C ONT. •- . DR PINNED TO BM. @ , SEE PLAN • T. • J L1 /4x4x4xO' -6 1/2 W/ (2) -3/4 "0 THRU BOLTS �) OR WELDED �1 SCALE: 3/4" = 1' -Q" -rr "' .'J FOR 2x12 RAFTERS PER PLAN SCALE: N.T.S. S7 / -(2)-1/2 $ '0" THRU -BOLTS TS COL. PER PLAN L 4x4x1 /4x0' -5 1/2" PER PLAN - 8" T 1 f 2x5x0' -8 I W/ T.O. PLYWD. 0 (4)-1/2"0 (2) -1 /2 Ox3 0 o in THRU - BOLTS LAG BOLTS EA. SIDE 1 1/4" TYP. SPLICE TS IN JOIST SPACE SCALE: 3/4" = 1' -O" STONE VENEER PER ARCH. 1/2"0 EPDXY TIE - @ EA. CORNER IN CONT. TREATED 2x6 R z 0� z a 4" CMU BELOW -- GRADE FOR STONE VENEER SUPPORT •r. :• r• r ES, TYP. 58' -9 PER PLAN T.O. (E) PLYWD. T.O. PLYWD. EXISTING - STRUCTURE (4) -1 3/4x11 7/8 LVL (2)-1 /2" 0 THRU -BOLTS 0 12" O.C. FULLY PROTECT -- ` LAMINATED WOOD FROM WEATHER PER ARCH. 11 7/8 BCI 6000 1.7 PER PLAN 1 3/4x11 7/8 LVL LEDGER W/ (4)- LEDGERLOKS 0 16" O.C. INTO EA. STUD COL. PER PLAN SCALE: 3/4" = 1' -O" EXISTING NEW 20" [$] CONC. PIER -A r7-1-1 VA (4) - #5 DWLS x _ i l 6" #3 TIES x 16" ® TOP, MID. -HT. ®� & BOT. SEE SCHED. FOR REINF. EQ. EQ. SEE SCHED. SCALE: 3/4" = 1' -Q" ES, TYP. 58' -9 PER PLAN T.O. (E) PLYWD. T.O. PLYWD. EXISTING - STRUCTURE (4) -1 3/4x11 7/8 LVL (2)-1 /2" 0 THRU -BOLTS 0 12" O.C. FULLY PROTECT -- ` LAMINATED WOOD FROM WEATHER PER ARCH. 11 7/8 BCI 6000 1.7 PER PLAN 1 3/4x11 7/8 LVL LEDGER W/ (4)- LEDGERLOKS 0 16" O.C. INTO EA. STUD COL. PER PLAN SCALE: 3/4" = 1' -O" EXISTING NEW DR IVE PINNE TO TOP PER AR CHI rrr% o / o �7 T -- -SEE 3/S8 FOR CONNECTION 7 S8 SCALE: 3/4" = 1' -0" --------- ---------------- n FAREN -06y , C ONC . • -- O WATERPROOF : -. PER ARCH. O STU RDIFLOOR SL OP E SL AB a�. ft AA 0 'VA4 VAIi C# STL. BM. PER PLAN W/ WEB PACKED SOLID & ATTACHED W/ STAGGERED 3/4 "4 THRU –BOLTS @ 24" O.C. 1 3/4x9 1/2 LVLs PER PLAN SCALE: 3/4" = 1' –O" STL. BM. PER PI (2)-1/2" 0 x 6' BUILT –UP STUD PER PLAN r' SCALE: 3/4" = 1' –O" STL. BM. PER PLAN CAP E: – ~° 1 /2x5xBM. WIDTH W/ (2)-1/2" 0 THRU –BOLTS (ONE EA. SIDE OF WEB) TS COL. PER PLAN "" STUD WALL BEYOND- --'' =1 I BASE R 5/8 "x5 "xO' -10 W/ (2)-3/4"0 x 6" EXP ANCHS., TYP. 1" MIN SHIM & NON– SHRINK GROUT a FOUNDATION WALL a' a RAFTERS NOT SHOWN FOR CLARITY 1 1/2" GYPCRETE, TYP. 2x12 OVERFRAME 68' -0 T.O. OVERFRAME t 68' -0 ,, T.O. (E) PLYWD. I I 1 1,-/ 10" 10 091 ifa 1 1/4" TYP. SCALE: 3/4" = 1' —O" Q Q TYP. 0 E it 0 I T HIP BM. NOT SHOWN FOR CLARITY 2x12 RAFTERS BENT BM. PER PLAN W/ WEB @ 16" O.C. PACKED SOLID & ATTACHED W/ 3/4 "0 THRU– BOLTS @ 24" O.C. – BENT BEAM TO BE SHOP WELDED ALL AROUND QC TYP. NEW SIMPSON LUS28 2x6 STUDS @ 16" O.C. — W/ 1/2" PLYWD. OR OSB SHEATHING 1' -4 #4 DWLS x @ 24" O.C. 1/2 "0 EPDXY TIE @ 48" O.C. IN CONT. TREATED 2x4 It W/ 4" MIN. EMBEDMENT J, 67' -0 T.O. (E) WALL EPDXY DWLS 4" _/ INTO (E) WALL (E) FOUNDATION WALL I 4" CONC. TOPPING ON WATERPROOF MEMBRANE PER ARCH. ON 1 1/8" T &G STURDIFLOOR 9 1/2" I– JOISTS PER PLAN 4 im \—W 8x24' W 2x R DRIVE PINNED TO BM. @ 16" O.C. (N) BM. PKT. IN (E) FOUNDATION WALL W/ 1" MIN. SHIM AND NON– SHRINK GROUT SCALE: 3/4" = 1' -0" 2' SCALE: 3/4" = 1' –O" #5 D WLS 0. x L� @ 1 C. 1' -10 (2) – #5's CONT. HORIZ. TOP & BOT. (8) – #5's CONT. LONGIT. PERIMETER DRAIN PER SOILS ENGINEER SOILS ENGINEER UNDISTURBED SOIL SCALE: 3/4" = 1' –O" CONT. L PER SCHEDULE SEE SHEET S2 2 1/2" CONC. SLAB OVER 1 1/2" x 22 GA. CORRUGATED STEEL DECKING 60' -3 T.O.W.