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MATTERHORN VILLAGE LOT 22.pdf
I , ,� _ �,.. . ; � - -- - - - ;-- - - � � _ , l .�- 4 " CO CRETE SLAB ON 4" CLEAN GRAVEL �EX 1 Ti tJ C� N �.�.� � N . i �vv � G,� .r�� � r-- - / - , it BASE ON UNDISTURBED GRADE OR / _ _ j'�"-� N �'�� rl � i `� I I I COMPACTED STRUCTURAL FILL PER SOILS I I t�l C-' I �:A'r Ep : I I� C� � -�A ';' � r_ , ENGINEER . REINFORCE SLAB WITH 6x6- ! -- - ' I � I I W1 . 4xW1 . 4 WELDED WIRE FABRIC � �\ � '� � � THROUGHOUT. PROVIDE 1 " DEEP SAWN OR \ TOOLED CONTROL JOINTS AT 15'-0" \ I I ���� /L I I MAXIMUM SPACING EACH WAY. 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'r I Ji� s , ; I � -- . - - - - - - - -� . . . _ ._ . . . . . - � ---� . - _-- _ _ - .°- _. � - ...- . ._ -_ - . . - -- - -.---�. -: �._ �: _�_-- : �v0; �R�Y R. �STF9 i , . - - - � - - - I ' . .• � .',, /N� _- - --- . _. � _ _ : , '� ,�. - - - — - — -__ ,- __ - - -- .-- _ � — - - - _- - ------� :�� � _ ' " ' - - — ! -- - -- - — _ . x - � � � e I � '�E `� I ' jE � i , ��p 1 ���,Q: �,� � `�� — QJ I � i � � 00 _ p � , � � I I iI ' `� � i .#, >, , I I i � i 1� � T o .s �AF I / /����ii�NA�n,NG�o�\\ , � ' � i ; I � � + I I I ; - - - - -- - - - - - -� - - �--- - -- - -� � _ _ , ' _ � z � � — — — — — - - " '" -- - �' I PLAN NOTES : �� T µ ' �� � -- �� I .- TFI I G K ( ej -'= ��. E- -�/ 1 , ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: T.O.W. = TOP OF CONCRETE � � r: G� DE. GK -� ; �_,� � S � � � ` � d TG -{ � I Tp ��� I�' ` ' � � � WALL T.O.F. = TOP OF CONCRETE FOOTING �.� � 1 % c -r �{ � �, �-r � F.:,.T �. a ; (,./) ��,� � rP � , E- � _„ �_ . , , � I 2. STEPS IN TOP OF CONCRETE WALL INDICATED: N �A _ , � ' CN) i , � - �' � I �-�7 - O I � 3. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS NOTED f 07HERWISE. 4. CONCRETE FOUNDATION WALLS AqE 8" THICK AND CONTINUOUS FOpTINGS ARE 8" THICK X 16" WIDE UNLESS , NOTED OTHERWISE. �'ol�( S'rE� L u,l / �j° �o�?�� — � T.�E , . I. � . . _ �=� - � �— , �` FoR— I1�1 �fJ . �' Tf� � � � � r , ,_ . 1 5, "(E)" INDICATES EXISTING STRUCTURE � L' _ i. i 6. "WI " INDICATES NEW STRUCTURE �� �" INDICATES 131- NS x 2'-0 DWLS. DRIVEN INTO 5/8" x 4" HOLES AT TOP, BOTTOM, & M�D-HEIGHT OF ' EXISTING CONCRETE WALLS. �E F. C� �AI L 'L � 0�= � NFv, 8. DO NOT SCALE DRAWINGS . f ..��_ l� f� i�� � � i (:� � � !_ ;f'�, t��l � ' � `-, Town of Vail --T - - - _ � LL � -N - -- --- - -. . . - -_ _ --- ---- -; , � @,4� � �� � �. �� �Y � � KRM U j = 1 ' j " ' Consultants, Inc. P. O. Box 4572 Vail, CO 81658 303-949-9391 PLAN NOTES : � - ��� 1 . INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN T;I�JS: - � I 1� � 2. POSTS BELOW AREINDICATED: � - � - - NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � �✓%�"� c ��✓) �- -.. 3 , FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP. 1 , SPAPJ RATING 20 OC. _ __ _`_ I q, ^ (E)" z- INDICATESEXISTINGSTRUCTURE Iral—�I / N 6 � (�'�TYI� / NL� 1 � � � 5, ^iN)" INDICATES NEW STRUCTURE . — �- �1� � YV,IP - -�� ,i,l - 2'' � / �.�� � �� �� � � . - - � � 4; ' � � .r � � �}�N ; �': ______��' 2 . i �� . , . (0i' � � t �-� (2�=� t% ' � � � � ____ ��a-�____-- _ _.�_ ____ - ---- -r _-------r�-���r_ �-_rr-� _ _ __ �_�-_ -__ � ---- -_ '� ; ` � � _ . _, � .� �i y r�- } --�- I / 9 �;�- ' - � l � _-"��� � �T`� � I -- - �, i ���—�, '" - - _ _ � Q ) - ; x �:> � ,� � _ � �.->:. , . ' ,G T,'?�. J ��; - 2xCo � �' . ' � `. , ' i o .. � .' � I `� � ,��� � 2 �. (� _ . � _ � - � IG����, �'� �N� — � ''� TYt. •.� C ► � - � x t0 - -- - -- - - - - - ' 1 ,� � �., ^ � , �� T �. r� �� - -- -- (2� ' � x :,o . !`l� { � � ! �"? - i� /".� �� � �- i---_ r � i - :� ,c ,�p " h1� I � W � � , �i � Ij I , ,l, I `_ { f . � �X � � I I �� h � � — � � X l �j ! �t � - -_� � - - - _ _ _ _– -- �-,VJ� � {: �_ C7 �!�K � �_� F � _ � , i i � ' . - . ' � i � � ;_%��� - =' u t � , n�; � _ _ � - �� T�' P • � A '�L . ' . � _ . . .. . _ . �/ �/'� � - . _ -� I , �y� ' ��� I� . I I � - `�� j . 1; , . . , . � /+✓� ,;. . . _ . . I . _ � � � '� � � --- -- -- . . . _ i 1 - . . .i � - i � � - - -- � - -- - . _ . .. r– � � - - � � �+ — – - — — -- - - -- - 1 � � � ' �\ , i . � � . ,� � � - � � : � �, . � � . ri � � �� C77 . �'.�� �E� �' � �- II�I '."�.� i � � i.. l , � I � r � I I � I � - � x lO !N � „`E - --- ----�- i r� � ; I I , I �=J � � 'f� —._ ._- -- - - - �. � ; rp . � � � . I W � �' � � ; . , ���� � �� : �� � !u _ ' I! �. „ : � ' /�\-1 ' �� �� _ L � 1 � � �+ � rEv= S _� . � �� � , � ; � . � , I ; � Ilo " T-f Pi =-r� L ' ��> � � , � , � , � j ; , � � i � � � 1 � ! � i ', ' � � ; , s . -- � � ' ` ' � . i`�' � � .� i •' , . . 1 ' . . � , i ' � � �. � � � i ' � � � � • � I1 � t , � 1 i �, � � . . 1 ; � ; � �� I1 . � , �� � i i ' , 1i ; ' � ' i ! ' I i : � i � � I � I ! f ' � 1 � ; ' � �3) - 'L ; x /r� � _ .- - : ; . �---r---= I _ I �" _ ` _ ' � ' { � ' - --- - , I , � N , _ I �—� _ C , 1 � _. � I� -- I _ _ . __ � _ I . ,l _-._ . _ - { j \\\\\\D\POOIIR�U ///j//// , � ; - - -- , � � _ - _ - - -- - '- - - ���,°P'' ` : ....�� ' �J � '";• ��� - � :: � \ � = �� + _ : � ��i� = � = -� : � � :�� � �., \� � . _�SG :, .. • ' `'�` ' \rZ . � /���'��Ui,°Ni in�`G`\\\. .. - . -- • -. ..;<: . _ ; � � �-- - - - - _ �+ �. UFi' � � Fl,00F FF=.�^ � � ._ � '� %, •. ; �� � ,_ _� � � : � PLAN NOTES: 1 . WTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS : � 2. POSTS BELOW ARE INDICATED: � NON�CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � 3 . ROOF SHEATHING IS 7 /2" APA PLYWOOD, EXP. 7 , SPAN RATING 241i6. 4• " IEI" INDICATES EXISTING STflUCTURE 5• "W1" INDICATES NEW STRUCTURE � � �-� � � �r'-~c �" i � I�I � � � �-�� (�t ��� ,� � � _ � � LLG � � -� � = / � _� � ' r �, ' � __ KRM � Consultants, Inc . � P. O . Box 4572 � Vail, CO 81658 303-949-9391 � �oKlo � •�i. ;"� ` - � x ( 2 � F- � c�� CN ) � , � , � � �r � a ,� � �- s� � o � / � . � - � ; � -�---- - ` �% - � � � � �'I �; : ;5- � � � - �- -*-- - O �� — � �v � � " �� ���, � ;' , 1��� � � � i _� � � ' �� . �� � -_ � -- � � — - � i � 1�' ' /- _ �� , �3i� i3��� r ; � � ti , -� '�` ; �- � �o� , + i � - .� T � ���� � � � _ ir�i � �-:�- � _,�� - � _ / C8� - 3�4 � �Y i _ .. � r, .�j i \� _ °�-, �..� j ir . ! �- � _,8� \ '� TH �V �� �TS K � ' �� � � ` { I ,_ �� - - � � X � � - - >�- - � �� � � � . � ' � � • ti. . - �"i � �_ � " ' � � � , � � I . � -''� � , � � TYP - , � J � �� ; � � � - � � i �a I /� �� � t� s, I(�, n J 'r - \�� -- � ' . � I .� � � i i � � � � � � +� , , ,� , f.V �` � <- . , � � � / � , /-' �iL� �_ __ ---�---- --= - - -- � : _ _ - _ _-.-� - _ _ _� ' _ _. ____ _� .� . - - - - -- -- --- __ . � � � -- a. $� �f . _ 9; _ :_ �O '.88 _��, ; i -- — - -- �---- i _ .. 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