Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
B14-0026 plans
Z � M � ° 0 O � ° � _ � " 0 U '� H °' RT I NA HA LET D E K R F Z � CO C C 00 W _ � / , N V�/ � Z �f Q 0 LIST OF AP6I�EVIATIONS MATEI�IAL SYMPOLS � 2682 CORTINA LANE, VAIL CO 81657 � �f ���w� �T��i.ah''I f ::W � � '�� �• � r R'1 .4 .AY r jk, 9 e °��. � 3 , ^ ,�'�6 S , .;+{�Y�,+�'�° .tir ';� . �;� _:1; �- k� y*' .�:. . .. :� �[�°t�.. � „L�'..`� �;°� .�j "'� �O ABV ABOVE NAT NATUP.AL %�i�i�r�i. p :� :.�� �, , ,, �',. _; k, .,,_, _� �'' -� ,r-� "�� i, '',sf 's,�"�'1 \/A I a� /,���,,Y��,,✓��,,��� t '�s J. r.;f4` r. , [. 6...+ .�'� z, . . c+"_'...•� .�" P'�T Y / \I L � . /�,.�i"�/�/�C/ �/l��H ,� P ._ �. � �1l., . � � �� ��� .r�l! � •.'A- . � y�' [R,r�r.:• !-�'�''' ���.'+��;2� '• � `" + '..l. �,�r- 1.'- �I � 4'1' Y s"' AFF ABOVE FINI6HED FL00� NK N015E �EDUCTION ;;��;�;J� y�'.. • ',,�,'�' ..,� ;.` �:, ' � ,� '� �^ � 7 � "- .��5^,� � PROJ ECT INFORMATION � Ap ACCE55I'ANEL NOM NOMINAL ' � "� `' � R� -� �``� + `'����` �a° � :� • � . - , _ r °-;� '� ,�3�: � '°'^ �- ". � ADD ADDENDUM NIC NOT IN CONTI�ACT '� �� �, y,1�� _ • ' .�, �.,,• ,x `.,�_ �`,.�x+ µ� ''; ���� = A �` 1 �:M �,t� M , � � GIZAVEL , �, ,3:,�;�t :�wm;, "�'"`�'_ ,'' � ..�'��'� �,"a'e �:�,� . ..,�r.Y;<, a�.;.�+�,�' .: "��' " �'� '� . PROJECT LOCATION "' ADJ ADJACENT NT5 NOT TO SCALE �'� e*' �: .�W �, .�,. , � ` � ,_ �' 's•� ' Y- w � „� �,: �^ � ALT ALTE�NATE OpG 01'ENING �,,� ; �G.a��.x�� �.��, ,,•.�� r�.,_, _,. , . �—+ •.� ,. �, �, �° �,. _ � . ; ... ,�� „�-� '. � � _ ' '�-� .: . � �; H�,ry�^,ti s;,,.�rSs. .. s;t' �°7'�j�.'!.j S .� 't:... >:�. ;. . , ,�. r 4�I� .. 5�l�. MJ� �����,�f �„� t h r A(2CH Al2CHITECT(U�AL) 01'P 01'I'OSITE t' .` :.:;;:' , �� <t ,w�- ,,,,, t_a-.= ��,�,.'�' , ... .., ,- �: �- �.:� ' ,�� . ..r:� �+' �� ° °.��'1` LEGAL SUMMARY: VAIL RIDGE Block B, Lot 9 STONE r �+, :� 1� �.� .- ,, „ - � �„w�!° �;� , , � = '�.�,•' " �, .��' ; # � �' ' " ADDRESS: 2682 Cortina Lane, VAIL CO 81657. BSMT BASEMENT OH OVE�HEAD � :. , ,:<. ' ' -• �:- � -� - �.� . •;,, �, �� " 2. ,±� ��.` r, `.' *',�' `;, �'�� ''t ->�.�"�r.�.� -"�'�'� ` tt } a-� .; PARCEL NUMBER 2103-121-10-01 5 , .� ;:� ,��, , -� �� � ��I� �- ,��x . . .r� .�. , �- � 81�6 BEA�ING f'� pAIIZ .,, .:, • -�, ,: ,. ': " �.__. ,`,�"�. -; �o-*'�`� : ' ' +<�°• x'. ="�`"'''� 4��`'' �'',}��.��,,,,�'�"_°� ;�%"'"��`�.,`'� , OWNER: CORTINA CHALET, LLC 14639MALLARD LAKE DRIVE, CHESTERFIELD, MO 63017 BVL BEVELED I'K6 PAKKING � STI�UCTUPAL CONCKETE " � + � a, _ � � :r " ,;r r 4 � �� -� fi ��,��� BLK BLOCK PVMT PAVEMENT ,+ •�; ^° �.� �" �, ,' "�'�'� r�:, : . _n.".,�,� � � - :,;,�;r��h� E�`* R�.;�r,���,� y� ��'� t�c� ; ELEVATION AT SITE: 8130' ABOVE SEA LEVEL �� ',��:�P�.s�'�° - ' , � � �' r-°• '; ,E ,. k �-�^'��� '°� ;. I IECC CLIMATE ZONE 6 BLK6 BLOCKIN6 I'T PI�E55UKE TREATED 0�. POINT �,�;. ,� ��+ 7 *. r,,�, •: - �r F " '"�6 a T�r �r�'`� �, � �,1 ' � ��,�..A s + � k .� , � ` � J ��,�. ...��' � 'C, k� �-1�^ � ,. � l�• Yr BOT BOTTOM ('SF I'OUNDS �'E�SQUARE FT � . �' , �;� #"` -4 � `'`�'��` � ; � � �� '� � FIN15H WOOD ,,�y �.�"': :,¢� ,� � �e� �,..-z b:;, f ,, , . BLDG BUILnING pSl p0UNn5 pEP SQUARE IN � , �. - r• , :T� �^� r ,�yw �. _ y`���,�r� ��;.��. .�P�,���� s���' _ PROJECT DESCRIPTION: � f ��j� , -.h, . . . c`'^r :..� !�d fi. . - �. Y. .� �,4.� - �'. �� . l.. _ .7.vti. � COL COLUMN pL I�IZ01'EIZTY LINE ;. �#�� : �...����,�sr,�a����, �$,� ����r�*;;�'�'" ;A�, �= �,�'+``+�'`� �`:.�� ' :�,,. ,, � '��.� I � :'��� � :�:;,. �; ;. ,,- ,, ,.3�, � �;;• � ._`",�, �� • .r�''�'", �, �?�''r.f. .�k '�.:�;,_ . The scope of this project indudes minor exterior alteration as follows: „ , � �9 CONC CONCI�ETE I�EF��EFERENCE �,, ,�}., ` ,.,. � ,;�� � - � n _ S ,�� r�.`�'R+ �` „ t°` �`� .y. . / \ / \ PLYWOOD �'� ,��, ��'�'.�,•• � �`.ry:: '' ''� .��''•.� ' , 1. Addition of new exterior roof (approx. 275 sf) at south of building to partially cover deck � ��� �' CONST CONSTKUCTION I�EINF IZEINFOIZCE 1D I, I IN6I '��.' ' �'�`� � ' �' � �'�� * �`� '` �'� �}�y �"'`'`` �'�� ,,,��'•`- ' �� ° \ / \ / t � }4��� �r. ' f `q q# _�.i *�F.�� ' �.?�k°_�� s� �bl P'� .. CONT CONTINUOUS REQD KEQUIRED '``�'�.:; '" � +. � � �;��I' �� '"�'"� ,� � �, 2. Structrual reinforcement of existing deck to support new roof. �� ; , ;� : m`,r � " yr,�� * CJT CONTP�OL JOWT IZEV KEVISION (D), (ING) BLOCKIN6 '� 4� '�"� ' =-�- ` :°` • -''w -* � � c'L .`'��,, �:� rh- , I �1�� ��° �M -'^��;� � ~ t� s �r R •r ,�'' + All work shall match existing in detailing. No changes to GRFA are proposed. No changes to impervious cover are proposed. No changes DTL DETAIL � K15ER � , � ,� � � . �-` �� ; ,. � ` ��1�7�� K+���� . , , . . � •�. � � Y R � � DIM DIMEN510N IZD IZOOF DPAIN 3 '�' '�'' � �� , �"' �''`� �,;� �.r'1�`�,�,�+��+,�.� = ' r,, , to the building envelope, mechanical, electrical, or plumbing systems are proposed No excavation is proposed DIZ D00� �FG POOFING � ��"� �,:' �,a q- y Y p � ,. t�+�':� � ��y , �s'', � .,r-� WOOD-KOUGH ;, a w;�� � r- • ` � � � ` ` ' :� �-��` r� �r � , ! �,i CODE INFORMATION SIGNED 02 10 2014 DWG DIZAWIN6 P.M IZOOM � .;�,` < � . '`'�S�'r"'�r;'�+� w.iwt.��w. ��� . ;- ��, '� �,, �''����=�. -�` �„ r .. :_ . . ,, , � . ,. ,� ; ELEC ELECTP.IC (AL) �0 KOUGH OPENING �+ ��`'�.�wr � , £ -� .j -'� * � �5�.�. �,�. .. �. -�." `,.�� ��i�t ` {�''�+��j -.:, � `;,,f r°F REFERENCED STANDARDS: EQ EQUAL I�S I�OUGH SAWN � �,, - ',; � , EXISTING CONSTKUCTION � � • A ,• , ,. � , f�� ' t i t .. � � r EXG EXISTING 5 SEALANT(EXTEIZIOIZ) � �� '' ,�,i� '' �, �,,� �.; `.:,'� ,'' � `,� �.� { �����} � ' `�' � , ,. ,. EXT EXTEIZIOK 5HTG5HEATHING �,�� �`-..�;�,` , '� ' ' � ,rF� �N' _ , , F •:f � .F ;: ,y;�,�; ,`�. �. �Y,"��� . 2012INTERNATIONAL RESIDENTIAL CODE ° � 2012 INTERNATIONAL PLUMBING CODE FOC FACE OF CONCIZETE 5M SHEET METAL � BATT INSULATION 201 2 INTERNATIONAL MECHANICAL CODE FOF FACE OF FIN15H SIM 51MILAR � A1�E� MAp ' V�IL, COLOI���O 2012 INTERNATIONAL FUEL GAS CODE FW FINISH (ED) 51�EC 51'ECIFICATON (5) � 2012 INTERNATIONAL FIRE CODE FFE FINISHED FLOOR ELEV 5Q SQUA�E IZIGID WSULATION 1 NOT TO SCf�LE 2012 INTERNATIONAL ENERGY CONSERVATION CODE FL6 FLASHING 5TD STANDARD 2011 NATIONAL ELECTRIC CODE FT6 FOOTING 5T STAIN �ELEV.100'-0" FDN FOUNDATION 5TL STEEL ELEVATION LINE � Ordinance 12, series 2012 of the Vail Town Code ' t.�'` 260� FBO FUKNISHED BY OTHE1�5 5D STORM DKAIN 26�� °' FI'HB FIZEEZE f ROOF H05E BIB ST�UC STRUCTURAL � � � � � � � �`��_-.�,�, ���� �� °��,.a .�, 25�� IMPERVIOUS COVER - NO CHANGE PROPOSED FUR FUI�I�ED (ING) TEL TELE('HONE P�OPEIZTY LINE , �`�`.°��.,,�w `'•� ' ' �` �, GA 6A6E, GAUGE TH� TH�ESHOLD `� ` � � *�_ *�� �s�3 i6�� ��9; , GRFA - NO CHANGES PROPOSED GV GALVANIZED T&G TONGUE AND G�OOVE s°'� GC GENERAL CONTIZACT OK TOS T01'OF SLAB 1 SECTION IZEFERENGE , 2��2 �- � �� , GYI' BD 6Yf SUM BOARD ( ) T5L TOP OF STEEL a4.2 � , �. 2��� �.,,,.T L �`�+' ,,'.,�,, �tas�s ��, HB H05E BIB TOW T01'OF WALL �� ,� � � � � �F O HT HEIGHT T T�EAD � � ' z�'`"��� � �� HORIZ HOKIZONTAL TY�' TY�'ICAL � DETAIL CALLOUT 1 ` � 2��' ��� �� ���� ���� �� �T s WCL INCLUDE (D), (ING) UNO UNLE55 NOTED OTHEIZWISE A4.2 �``°' ��� � } �, �. , •� ID IN51DE DIAMETEI� VB VA('01� BAIZRIEIZ � � �se� �� ,� �"�,� � �� IBC INSTALLED BY CONTI�ACTOK VIF VEKIFY IN FIELD � � , a�' � �'" ��f � �?` w IBO INSTALLED BY OWNEI� VE1ZT VERTICAL 2eS� ���� �,,. `�1G F � y W , J W , x� ,,, � IN5 INSULATE (D), (ION) WP WATE� I'I�OOFING y y DENOTES f LANTING AREA � 2s72 __ � � _ . ` ��. INT INTEKIOK WWF WELDED WII�E FAB�IC � `°°�. �q.TM' "��..�., � �.,, Q L LENGTH W WIDTH, WIDE zs�s ` ��, `` z62� '`'�. �5�' MAT MATE�IAL WO WITHOUT �'�� � �¢� �"' aµh��'�-.� ���� �� MAX MAXIMUM WD WOOD TKEE - NEW OK EXISTING A5 LABELED �� � �"`°� 2��� "'��. ���� O �. ' tY•. MECH MECHANIC (AL) � ��$2 �'� ,;- `"�� , �2so; °� zss� "� MET METAL � � 25�s ° M f '` ��J t�p 2so� � O M METEI� (S) I ,;� � MM MILLIMETER (5) 2��3 � ass� �`° MIN MINIMUM , �97 14�r T� �'� L M15C M15CELLANEOUS � ��4•�.,, �� � ������ ��F PROJECT DIRECTORY CONTRACTOR � °�. 2��s �� °�,. �' O �*°� ARRIGONI WOODS •� � , 4aj rv''� �� ,,;/"� OWNER PO Box 3125 � i , � 2898 2695 ,� �''°`� ^x Vail, CO 81657 � ��� �,,� � �° ,r�`r p.`� �� �s2� �'� N �; � ) contact Coleman Wise , Hans Wiemann Cortina Chalets, LLC "�� ' 2��a ,,���� 14639 Mallard Lake Drive (970) 471-2891 } 77�� � �=`?`� e�� z��6 � "�_" `� Chesterfield MO 63017 � � coleman@arrigoniwoods.com � � GENERAL NOTES � o,� � 2sss � as�e �83 Sti 27361d6,649�5?i;16d3iS7:243 '� ��� ARCHITECT � 2< < .—,... :- ..... .<. ... � � 1. DO NOT SCALE DRAWINGS , n, � 2. VERIFY ALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS ON THE JOB SITE PRIOR TO BEGINNING ANY WORK OR Intention Architecture � O 53 Red Barn Street ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. ' ENLAI�GED pf�1�GEL MA1� — p1�OJEGT LOCf�TION Edwards, CO 81632 � U 3 ELECTRICAL INFORMATION, WHERE SHOWN, IS DIAGRAMMATIC; CONFIRM SELECTION OF FIXTURES AND LOCATIONS WITH OWNER contact: Seth Bossung, Principal '� AND/OR ARCHITECT. ' C01�T1 N A LA N E — N OT TO 5CA L E (970) 390-0013 S � 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL RELEVANT CODES AND OBTAINING ALL PERMITS AND REQUIRED seth a�intentionarchitecture.com APPROVALS THIS PROJECT IS GOVERNED BY THE INTERNATIONAL RESIDENTIAL CODE, 2012 EDITION, WHERE RELEVANT. CODE � COMPLIANCE IS MANDATORY THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL ' a RELEVANT CODES STRUCTURAL ENGINEERING �/ J 5. ALL WORK SHALL FIT WITHIN THE PROPERTY LINES AND SETBACKS AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION.. , = a KERRIGAN ENGINEERING } o , ENLAf�GED A1�EA- UNIT E . Po BoX 3032, Eagle co 81631 contact: Sean Kerrigan � v , , a (970) 331-4733 O N �, � � ��ya �." sean@kerriganengineering.com / � �O t��.�1fEr di�R.+f�L. wr�- ` d��T��d� �� L l�.�� ,^x P��s�C='" t r a�,�u,, ��a, � � �i c rx,a,r�s ��' N rrr� ' ti � I� � ` � �''�����-L � ''r� - ;r � i Ilrt��.r .,�' � �� 9$} `�.� ��u � e � _ �° - .�,� _��.��3 ,a`'S�'�� �r°F' _ 'T+�` s x , _� � � � +"1f��, °'�— '-'-P � - ��=_ , ..�t•�s � �A °`��` � ;.�, l��rr �v�tie�t e��°�'� , , - � . - � Y�1 �-���E.�"t� _��,�� �',� -�_• � '�- � — � � �� `� - : ��'�. �- �� ,r:�`r��. ,� -�,� °- � �_����_,�y :_ �. n�a S' '�ikC C� .�i'� , '� _v�` a� s° 'f� #� I�, � -_ �.��-� :�- � � � ° �r.�-- =�``�` —���,`� _ r; _ - � � c� � ¢ � � ?�.� '{�. � 1�, , �' _.� �-c: �-� � ;. � � - r a � �r �, e I � r ��=� -� E �'�s � _ s�; ° `� w , � , � � _ ' � f °-x . :�- �' _ - '- � v iry� _ � , �� .�. r ,_ . _ 4 � A _...�r�.• p .,f,� .. w. �. r ��• � 4 •l. �,,. L�',�� �... � ' '.• I �.+L�G�`_ �F+��'. W � O F r� �r. -0 {.+� N , � s� �.�_�-.!ll�. _ I� ' rP ';-: ,#'. s+"1�, - V 4 , ._ . . �S"va 5.�•: ~ ~ ti °c� .... ' s_�� E , _ _ '_` _�- _ _ _.` � ° T'Y+ . - s. -o Q V OO "' . � � _ ;� � � � #. L��` o � w • �� * ,�,±�' _ 1" �� -� �d*' - . .` `�. :.is�sr,rm � �o se� , 6��_`�' r+--ll � l 6� �,� _ �. . . �� '. ��yi�4�4 6' L++��� � " _ � � � g a , ,. : ,� �; � tf�� ., �_ �__� �.=�t � a°�-pe�l�, U �'"4 . .� ., . i o �'i � . � r' . DRAWING INDEX ISSUED . �� ����� 1 � ��.�t� r �b _ � � ''� . 1 -y` � - . • y,. -�'+� �f.-'r•'��f t�`..h . � � . a! � .a-- � ��� _ - �, : _, � ��� � v • . t F . �.; �.� r�� r� � j �.�.� . ' f � ' � ? " .. _ � ' � � .{ ' . '. G'y � � ��' 4'`�� _ a� '`�' . t F {�— - - � , A 1.0 X 5 , . _ . � _ •: ' ., ' :.�� ��=_s a�:����� ���.�.- ���,'� COVER SHEET X �-` °�'��s`'' ° s � . .d��-v �L , �� � +d � � �� „ SITE PLAN - ORIGINAL CONSTRUCTION DOCS X .�y� n� ` �'�L,` a _1_,���. � �f� fr __��� � v M1 - �e ���� s� � � � �- �•� °� � � ���-� IMPROVEMENT LOCATION CERTIFICATE - 9/14/1993 X d:T°' � -� � ,v , . . .t. � _ . . � _�� � �-�� -. _ ., . . • ..�� -'�° � - - - ���+ � �:-•. P:,.�aF,�4= e A2.0 ROOF PLAN X X o � �- ` _ _ - __ �. , - `: e d 197C �.c.� J��e1i' r m �x�� ,,,'H A3.0 ELEVATIONS X X � ,� °�"'�'9� ��,�--M g-�: r�f��i■i��r,r:.� �+, ��� .����:� f A7.0 DETAILS X •• j � . � � w �— w p120JECT LOCATION . � S1 STRUCTURAL DRAWINGS X � � � � � L�ry�,,���,�F�. �w_,�,1,��� S.2 STRUCTURAL DETAILS AND GENERAL NOTES X o w °- z ' '�� $9'x,.s:C SY�P'�' � � -.. • . W 0 Z V w �,� r�s pr�w oc.° ;g;,.:°°���, �-.�t > > 0 {�,� r �w�.-i �"� v cn Q �-�c� ����,���C w�� . i'ks���a;�'��:•� p � — O � N � m � . . N N �,..:. 4'?'m�r�_ �rara rr� �r v r��►ra -.. =a r_ � w �i , -..c t.1 =•.k:,°_ •. .. m Q � � V �p � � 1�P�1�TIAL 51TE 1�LAN — LOT 9 " � • NOT TO SGALE COVER SHEET - - . � , . , , _. � . � �H � _ . - _._�_. _ . _ . _ �-_--- - --._...._�._ � o F . . . . .. . „ O � � �O�* L�}�'r � o ,�� �,} ( � a i'Y" �� -- -- ����4 - �C�! �P y��h� t A 4 ,�i�ti q i�� �� ��+�����W ~. � V - � - r r � - -- - — - W "�!�•�Z� �'9�"' `� ' �-'�#�" ��.� ��f��'" $��C]�` �r '�=�'�" /�`�t�" '�" ¢-L7`` ��-�¢k,�" .� .�.��.�. i��� _ � _ Z H � ` �,'�T1�fi!�I f�;, �. W = � � �' ����� �a ��',� ; �����,�� . ; � V � � i < < � � ��-r�r�aw �r���r� � ; Z � p � � k � � _ Q o � � � i�.� � , 3 `�.��u����4�.. � • _ _ .. ,. � . � � � � , , � ���� _ �--;� � � -- ,. _�.�_� _ __� _ _ � � ' �°`�- �;� –��- .�- � _�� � � j � r� � �� . � M y 9 � �� � ' N � F � �� � 1 � � � � �' � � � �,�� � � 1. �� ��� � � w � �r`+ — ��� � � �,►��� �—��? � �� '��'' �� ��4'" �'" i � �� �:1 4 , ��"� ��`�++�, �'�P � � , _ � - G�� ��� .�t*.-t���'� �_� , ,_ �� � f��a� �� � � ,� , :��� � �. � � Ir� ,� � RODi ,� � �'4 ' � � ���� o 1 � ,� _ � 4 : rr-.,, � , � - � , - = -- � . � � � . ���� � � � ��,F �� � ,, — � �� `�` � � ! — n , . ��� �;� _— � . �� , , �.� ��� ������ , — t ' —.__ — _ �. .-.-i �. . ,,..:;� � . �. � — / , ��g � . — �_ ,,. �..: . .>. _. •e� .���: � ��� � � � ` �.— -- -____� _- , ,__��'° ' -k!���i , z,. SIGNED 02/10�2014 ., _ � _T � � � � � �"'�! . �� � � _ � � I '' � - „ � _ - h, F g , ` � �. , s`o ',' 'S' i' " � " �i � �= y � I '� � � :.� - �. ... ..._ — _ _ . �� �..�. � �,�- _...---- � � � . '!� ? .� .. '$�� . --r-�._ ,. � , �_-_� � ��i 9 . -- —- � r +w!` - :, , •� +�+�.1"�I..IC�FII.1 f�'. i . - ,�, ' � "��7 � --�.�--�?��- ; �► , -`-."�`��- � � , � � " �� I . n__ , � I I + _* �,�L� '�"�.t�r� � � `� �` � � 4 �,� �� � �� �.� _ � , - � �- -��-��� - f .� � .� �� � � . k - � - . � � � � _.,-.�- .� � � � � � � � '�_,.. _f''� f � � � , - � �°.I 3 � . '� l J`�3, I � � .. � � � . •• � _ � �. . A _ " � ` � •f' ��! '�'_� �•�'y� ► �-�r " � ` � ? '�,y��q f� ca � , , . . , � � � K � J . �, f� r s � .* �•• I � � � ..� + ... , _ r-w �. I �. w � ! � �" . Yt .� �;: i . . - � 3 �� � - �'r�� �f �, . ,. � . ..� _,�°_ ._ �� I I ° r --_� �I� � ,.'�.�.riS� #�" a` ' �,�,'�� r���. •, • 1 � 'S • - qp, � , _ .�_e _ '" ; �� d �' ��`_ ,; �' ��}� �;� °�rr���. � � � °�" ��` A , � � t � � v+ �� . , ,, , � ! M �n ±s� �'' �j � � �j� � 1 i �- ` .. � �� , - �� � 1 r-'`G' �� �e" -�""'�� Ly � �j�7ti� G � � � � _ k Fa � � � - `_ ,_-_ _ .-,� '=j��. � �������� � � -?1T3� l.i�. '� I' ^ � _�` � � I �� +� �`�-� j � - *� � � IA i NA� �1 �,� f'L�T�� - ��.' _ � � �{J .r� _� � � R �t —src'!'�G�. �' 2 f , � f r� � � ,�.�- � � I A3.00 N , � r Q � ,, _ ,�� � , - � z w� P,.�.� -� �� ,� � � �,4 � � � � � . . . - -. _ � � � � '�e' '�, • ' � ` r _ ' ` _ - O . . � — '�. 4 ' � i . : � ��' ,� v� r�*.�' '� • _ _ ... -. .- .. _�� , �' +�r (p ^' � - , . y � �� . �,� �,��— .� •� � � �'�T�: 'M!��7l"-�7 � ' � - -- , r i e�' �'''�'P�.�"$J�'S+"�t�f''�*I� �, `�` . '� + ' - - - �,�� �'i` � � ' ... ,.. ... N �L#'�FG�M � �F', m. r �, � � -----f � � � � � � � � � � � � � � � � � � � � � � � � � � � �' � � � � � � � �I � � � � � � � � � � � � � � � � _, �,," �_ �,,. `�-- � _ � f �, ,,w ,� , Y �' � � . 4 5 ��'`� ��!'T � ., _�yy� � i` `! .�,.�y, ` 4� �� *�T � � . � . . _ . . 1 J � '�' �-"' ` ��' i ��,� I '� �t. ; �. ,iyf - .. ��r ..� .. . . � ..-s::�� . �,..�.. _ _. _ . ��_ ... .. , . _ ,��-"r�-M1�.e"�.�� `J�+'�4,.,� FJe ^�' �.e•� �.+.�+'�- .�M /� ...�,�'� _ �,I�- �f R� � 'f5 . F . ..� .e�. i ,�._ i iY ,�. � � , i � ;� ,� i � � . �� � .. F_.�r—�� + ' A'€ .� � � � �` � .. � �� '�' .14I, , IuGr• , �r 6 � �.:.r r' ;. ; � .x � � � � . , _ � � ' m � ,� � } ,� � � � y� � Q �`� �,�,� , I i �r}..�, , ! q � . �.��,1 , � 't ,(+,, � � i�G -� �.�� � . � ± X � _ —_ [7 �k. � � � ' ,"� �� �r F ��' M � �� �_ �I �'' ' I ' � a i �'` � r.7' � � I +�WD`�L � il I � , I '�' � � , �I� , � � . � � � �" �1'..s O . ____�, � ' � � � a � , , i M r ��, �ro , �� � � � �' I � ,��� ��,,t �_ �-'�_ ; � �-� i { � - PITCH B�EAK PITCH B�EA� } ` EXISTING CEDAR SHAKE IZOOF O - �-�� _ _ � - � � � _ , , , , � _ _ -� �, i � � _� � r.� � y� I � � �.. �- _ ��. 4�l" ! �',� � `' � � �... -� �`}- I � , ` _ � , _• _ ' � r 9 � � _ , H ' O - •., �+ `� i � : l�Jtll 1.�I1�1�O�S?' , .�,F. ' ° ' .- , . NEW STANDING SEAM METAL IZOOF WIT L.. � _- , a � ; � .►s , �_ , , � I ENGINEEKED SNOW GUAKDS/FENCES 'pp '�y I .I����� -� � � ��„ . . .�r ' �u,f�:, :,�w._,:'i I ' � . � , i � , I I , I I , _ _ _ � A5 �EQUIIZED. DAIZK BIZONZE COLOIZ. •t� ���T � '�R � I ! _T y'�"�. V, I � � I i � 1 � � � °.t � ' � L 1 � � � i � � I S�SJ � k � � I N ���. A i �ll � � � � � � 1 � ''"C� I ' ��� " � � _ � _ �I J � w ' - - -• �� r:r, , _. � / ' � •• � � I � �� i f F � j I 1?�� ' p- +S o � .�� W � � , ���: ,� � ,� � e� T ' � . �. ,,� � � ���. , �,,,�� ' � �t.. �► '`,, � .� � _ _ . —_ ' W � 4 _ ; '� , ; �' , , � � � � � I ,�' "�' �+ �" �, I � I Y., ��u � -- - „ �� - �. EDGE OF EXISTING ROOF ` ti�1'�'� � � I �� � ; � ' ' " ' � C"� .i i ' � � . z . ,-��,..� .�.� r I 1 :�-. � ��— I 'f ,� �l I 3' ' •� OVEIZFIZAMED A1�EA .� � -,.� � .,� 00 � `� I � - �— � "' � t ' tl t rt t ^t' t I ..t � 12:12 12:12 GUTTE�AND DOWNSPOUTS WITH HEAT � � ttt't `" � � ,,`' �� ;`'�F 1 �` + + -V- + � + +\ I � 12:12 12:12 _ + TRACE TApE , V � ., r. �_ , '• -- - S ,. � � , a. -�- -�-- � — — ' •- ;� � � � � ; � � ; ; � I � > �� � �`\�` , � � � � � � � � � � � .� � � ' �. � .� — — — — � — — � ' r�• ( � �, , , , , , V N �,�� �\ ' ' �''/ ° ° ° ' � (�y J v -' \ / -_- EXTEKIOIZ DECK BELOW � a l.�' i. \ 1 � / � -- --- i i 1 �_ } f �, � • . .±i.�. 7.0 7.o � e O �__ — - _ __ _ ��� ,�•„ — — � ,. .' {,� Y AI'pIZOXIMATE LOCATION OF �EAR SETBACK: N L � . � O � 15' FIZOM f'�OPERTY LINE I'EIZ ILC DATED 9-13-1993 ' ( ] N ' EbGE OF LIVING �OOM: 15.5' FIZOM REAR pKOpEl2N LINE ' r F �� � 1:� �� � � - � , 1 f � ''� i ,�c� �-�wa�+� �.�r�c,,�7� i w '' �� ��,� ��rw �r�r�� s��, M ' � ���!►v� P�"�►"� �'�`UC VA L t � � 9 . 1 ��,�p��� �EFER TO STIZUCTUIZAL D�AWINGS FOIZ BEAM � �' P 1 V � ' A3.00 51ZE5, CONNECTION DETAILS, ETC. ' � r ¢ � � � F O O Q � } N N W � LLI W p' � � N _ � , ` ��` � � , Q U m 1 � � ��, . i. f q�._'.. � . . � O LL c°� II � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � r � � ° U � � ` ' � GENERAL NOTES � ' I{i_ �i ��' �"'�-�',r4�► �'��� � ��FC��' �'ii'`-���e �f'-�y'�',��F ` _ �`_�T � r __. + � 1. BASE DI�AWINGS ARE COpIES OF O�IGINAL CONSTRUCTION fi � ` � +' i y � � , ii ' '' " �-�?�`r �`�') � � DIZAWINGS, DATED 4-20-1993. ALTHOUGH FIELD CHECKED � �� �-�� �d-�� Q-� � 14—��z � �-� , �-o"��.�� �- - - _ � -- - _ _ - - - - - -- F0�ACCUIZACY, BUILT CONDITIONS, INCLUDING DIMEN510N5, � � , R � F �' MAY DIFFE�SLIGHTLY F�OM TH05E SHOWN ON TH15 PLAN. � °, �► - -- '���� _ �`'�� __ e 2. VERIFY ALL EXISTING CONDITIONS, INCLUDWG DIMEN510N5 ,,., � � * AND SI'OT ELEVATIONS f �10�TO CONSTRUCTION. NOTE " > � ` "���� . D15CIZEPANCIES TO ARCHITECT O z � m __ _ _ _ _ - � 3. REFERENCE ELEVATION (100'-0" 15 TO TOP OF MAIN LEVEL "' � � z FINISHED FL001�. W o z � 4. iZEFEIZ TO STIZUCTUIZAL D�AWWGS F0� ST�UCTUI�AL � � o w WFOIZMATION, INCLUDING CONNECTIONS, FOUNDATION WORK N p � O 1 P A R T I A L R O O F P L A N ANDMEMBER51ZE5. N '- cO � �II 5. DO NOT SCALE DRAWINGS 6. TH15 PIZOJECT 15 A �EMODEL - EXI�ECT THE UNEXI'ECTED. 1 /4" = 1 '-0" . ROOF PLAN W "' ► �. � Z � � O � ° � - - � � `�' 0 U '� H °' _ �_ , _ # � Z � - ��.�..e . _.� _ � � ._-_ � N � � U M � � � - - - _ �� Z Q o - - � � � 3 �F � � �+ — a� � � � � � - �;: � i � — M � .� - - - - - - - - - �, ' ;I�— � �� �__ _ � � KIDGE CAp ����� 1 = - '�,` �--� ��� �������- � �� � , � M � �� NEW STANDING SEAM METAL KOOF: � � � Iliiu,,,,���� � 1 � f �a II i��� �y ,���il _ _ DAKK BRONZE � � � � 9- � -� . � ,�������IIIIIIIII ���������, ° o ° o ° o ° o � _ "� �.'��t� _; �i , � � � Ill��ii����, _. 1 1 ' � � � � �������nulllll�l�l� , ��� ��� �� a ° �������������IIIIIIIIIIIIIIIIIIIIIIIIIII������� � c � � � � �- � Q �� -,�._ � � ,�����ii��l I l��llllll���i����,�,,, . ,,�, � �I �IU�'���'���`�"" ° ��'� � � , NEW TIMBEI�COLUMN ALIGNED WITH ������� ����IIIIIII IIIII�IIIII II IIIIIIiIIIIIIIIIIIIIii����..� ' �, �"' _ 5Uf'�OIZT BEAM BELOW AND STAINED TO "����III III� �--- , � _�„�, � MATCH EXISTING WOODWOIZK. SIGNED 02/10�2014 �ii��;iilllll I�I�I�Illllii��������� ' /� � � � ���� � Illlilil�inlliillll�l �I�II , / \ � � " ' ��� . ,,,,��III.I �I�IIIII��� ' � IIIIIIIIIIII III I�I _� ,.� � - ' . � ..� ,,,���uilllllll�l�l „� ; � lii i� � y� � ,���iilllll� ■ \ �, _ _-- _ III --� ; . � ����������IIIIIIIIIIIIIIII�������I II ,_. � - r I I I I I �I�" . _ .. . - � . : IIIII.III , � ���Illllllllillllll�l�l�l�l�lllllllllllll �.�/ i i�/�`i'�„ � � � � � � � � � , �:� �'V�/V/V�/V�. ' �` ��'%/ ������/i�% % ' � � % 7��/��/��/��%� I �� ,������ui�i�iiiiiiilll�l�lll . �\/�j`�%�//�//���/�i%i�i�/j��/;%/��%��\�\%\\%\�i\��i\��i���/���/�� � I'� � �\�/\/� �/� ,� � �������IIIIIIIIIIII , � ��� �� ������ � III �� ��� � ,��,,, ,�, � 1 : _ ����� . .�.. _ .,..�..._.�_ , � ,, % � _ � "--� ;,� , � . -�-r �.�,;%� }� .��,� �,� � � � � ��iilllllllllllll�������� ����� II�� �j /�/� �� ��Ili�l�lli��.�.... I , ����/, � � � � � , � � � ; % � •� ,���IIII�I�I�I�I�IIIIIII�I�I�I�I� � ���I .�. ��I� � '�% �� � . � _� a��. .,��� � � _ �� � _ __ � ��� � �F� •— � ���� �_ � +C� ,,, ,; �;� �� �, � � i � _ _ �. � � � � . I �; � . � � �-�� �; III� , �;�, � � _ _�_ ;, IIIII� ' ' . _ IIIIIIIIIII � '�� �; ��,I�� ���I,�; �����,.. %�i�, �,,� � � �'�i� �,r� ����������illlllll��� � Ili� � �;, �; �= ; � �� r' ;� � r �''� " II�I ��,�; i` �;;���r`� �. � ,���i������� � �� �� � � � ���. 2 EAST ELEVATION Q , II. ;.,,;;�i�= � �����i IIIIII <� ,,;. , „ � � J . � ,� � �� � �� �����, i,,,i�i�� ;;���� �� �� :— � � � �'�. � �L�, _ � —� �'�"' � � �`��, �� i�i�;�;,��i��i���i�� _ � � ; ��i�i�:i .i�i�,i��i�. — — — � _.-1 0 - „��,���,.,�. �:,�i�%�� ,��,� �.,�� �� � � � �-'� -r ±-- 0 � - _ s.. - ��' 0 EXISTING ROOF �� L - ,� W _ � — � �� � � W �, - �� - -- _ - - - - - � _ T� a-- � NEW ROOF � �� ,� � �� — O � . �� � �a '�1, �1�} � � � - - �r � �" � IZEMOVE CEDAK SHAKES THIS SECTION AND V �j � � � �EpLACE WITH STANDING SEAM METAL r � � � �! _ : � � � � � � � � � � � � � � � � � � � � � � � � � � � � ♦ � a � � �� - - = a ' � ,� } � _ � 1 � o �� + = EXISTING CEDA�SHAKE IZOOF L V . -- 1 O ONO NEW STANDING SEAM METAL ROOF WITH V � �� ' � 0 � ENGWEE�ED SNOW GUAI2D5/FENCES N =. hs /� � � � 0 � � A5 REQUIRED. DA�K B1�ONZE COL01Z. - '' ' _ � >: �-----� ' - �, -- ' —�--`-� - EXTEND BENT BEYOND EXISTING FASCIA . � , �� _ - -- - ,. - __ -. - , � ' ,� � �- -° - - k . , , � /` � i. - . � a� �� '� � tl � T � �� `� � � /- ` TIMBEI�S STAINED TO MATCH TKIM � � r � I �. �� ' � ,I��a. . ¢ � � � , ° �,r�� �� �Y��'' I U d � � ��.o � ; � � � � 1� , bl � - �, .' ��, �� � � r ¢ ON EXISTING HOME. �,�' � ��, � ��'` � •` , . � M • 4" COpPEK DOWN5p0UT WITH HEAT TApE ° ° � � l � �I , � I R L �� 1 A �' � �� _ W N O F d � _ II Q V m — ;� � I LL � I o � ' � I I r , I I ALIGN COLUMN WITH 5Upp012T BEAM � � . � ' i sz i � � . . �' � � � � . � I I � � BELOW. I�EINFORCEMENT KE. STKUC. ,. � =_ I 9� 0 - � � ~ I U s I I ! 1 _ T_� . 1 _ _ . - . � ��_--. _ � � � � � � � — _ �---- � � � �t ���lt� , --_ - - -_ -. �.�� 4 � � � � _ � -- . � . ,� ♦ - � �,� � �� I i� ` ���/�r i�. �,� � p � �� r � � � � � � � � � � � � � � � � � � � � � �� , RE: STIZUCTUIZAL FOIZ REINFOIZCEMENT DETAIL � _ j — : o i � _ �.� , � � , , _ F . _ ..._„ - � � ;e� � r, >> � � � � �� ,:;�;,, � � , ,,, _ "� - � � 1 ;' - � _ : � t � � � . , � � r + �� P � � �j 4 " � �� ��� � �''"x � K' l NOTE: BASE D12AWING 15 SLIGHTLY DIFFEKENT � w �- � � " _ �� +�.�� �� � " �� ��. � � �' I X � ' '�.,..�''� + � � ,�.1►'�`- - F�OM BUILT CONDITION - REFEI�TO DIMEN510NS � z � � I; ' - � '�, - - � _ M � . i � ,� s� , �,� i ON PLAN FOIZ ACCU�ATE COLUMN LOCTIONS. o N �- z �� W � Z V . - -- -- � ���'� .. -- - � � p w I • M� �� ' ,�" "'' . . N � � � . .'� .� �� �� '� :� J N � m � . i � - - _ - . , � � fe - —�i �� • � � � �` ' - � � 1 SO UTH E LEVATI O N • . � � r - � � � �4," _ � '-0" E LEVATI O N S I . ������ �. Design Criteria: General Requirements: A. Structural erection and bracing: The structural drawings illustrate Code Edition: 2012 IRC with Town of Vail Amendments the completed structure with all elements in their final positions supported and braced. The contractor, in the proper sequence, shall Live Loads: provide shoring and bracing as may be required during construction Deck 100 psf (snow) ta achieve the final completed structure. Contact engineer for consultation (not in contract) as required. Dead Loads: B. Existing structures: If construction ad joins an existing structure, 6X6 CO�. Deck 15 psf the contractor shall be respansible for verifying dimensions, L 4x4xy4, EA. SIDE elevations, framing, foundation and anything else that may affect Lateral Loads: 5/$" DIA the work shown on the structural plans. Under pinning, shoring and THRU-BOLT Basic Wind Speed: 90 mph (3 second gust) bracing of the existing structure shall be the sole responsibility of Exposure: C the contractor. ExisT. DECKING C. Dimensions: Check all dimensions against field and architectural drawings prior to construction. Do not scale drawings. SIMPSON A34 D. Construction practices: The general contractor is responsible for CLIPS EA means, methods, techniques, sequences and procedures for RAFTER Structural Glued Laminated Timber: GLU-LAM BEAM A. Materials, manufacturer and quality control shall be in conformance construction of this project. Notify structural engineer of omissions RE: PLAN with AITC Product Standard PS 66-82, "Structural Glued Laminated ar conflicts between the working drawings and existing conditions. Timber" or latest edition. E. Coordinate requirements for mechanical/electrical/plumbing � PL 3/g"x4"x�'-o" EXIST. GLB penetrations through structural elements with structural engineer. EA FAC j (SHIM B. Laminated members shall be fabricated using Douglas Fir at 12% Prior to installation of such equipment or other items to be � AT COI.. moisture content in accordance with WCLIB and with the following attached to the structure, the contractor shall obtain approval for � (4) Y4" DIA x 5" combination symbols: connections and support. Contractor shall furnish required hangers, 5/g" DIA THRU BOLT LEDGER LoCK 24F—V4 Simple—span beams connections, etc. required for installation of such items, unless ``' scREws 24F—V8 Continuous or cantilever beams specifically noted on plans. sxs co�. C. All members shall be Architectural Appearance Grade, unless noted F. Jobsite safety is the sole responsibility of the contractor. All otherwise by the architect. rnethods used for construction shall be in accordance with the D. All members shall be protected from damage and exposure to latest edition of the IBC. moisture prior to and during construction. G. The structural engineer may make periodic observation visits to the E. Adhesives shall meet the requirements for wet conditions of service. obsite for determination of eneral conformance with the F. Do not camber laminated members unless specifically indicated on construction documents. Sugh observation visits shall not replace 1 DETAIL 2 DETAIL the plans. required inspections by the governing authorities or serve as "special _ inspections" as may be required by Section 17 of the International S � 2 SCALE. 3�4�� = 1 �— � S ,2 SCALE. 3/4�� - 1 � - 0 Building Code. Structural Steel: H. Though every effort has been made to provide a complete and clear A. Structural steel shall be detailed, fabricated and erected in set of construction documents, discrepancies or omissions may accordance with the latest provisions of AISC "Manual of Steel accur. Release of these drawings anticipates cooperation and Construction". continued communication between the contractor, architect and B. Structural steel plates and angles, shall conform to ASTM A36. The engineer to provide the best passible structure. These drawings latest editions of these requirements shall be used. Steel supplier have been prepared for the use of a qualified contractor experienced may optionally provide ASTM Grade 50. in the construction techniques and systems depicted. 3/16 C. Tube steel members shall conform to ASTM A500, grade B. 3 16 D. All bolts shall be of ASTM A307. E. All welding shall be performed by an AWS qualified welder. F. Delay painting within 3" of field welds until welds are completed. ABBREVIATION ° 4 ° � LIST L � � A.B. ANCHOR BOLT INT. INTERIOR (4) y2" DIA x4" Structural Wood Framinp: ANCH. ANCHOR JST. JOIST O O EMBEDMENT APPROX. APPROXIMATELY LONGIT. LONGITUDINA� � � a EXPANSION /�II framing lumber ShClll be of dry Douglas Fir—Larch (DF), graded by ARCH. ARCHITECT LVL LAMINATED VENEER LUMBER ANCHORS (ITW Western Wood Products accordin to the followin recommendati4ns. All BLDG. BUILDING LS� LAMINATED STRAND LUMBER p p i� 9 9 TRU-WEDGE OR ►� ►► BLKG. BLOCKING MAX. MAXIMUM EXIST. GLB 2 nominal lumber shall be of DF #2 or better, post 3 nominal and gM. BEAM MECH. MECHANICAL EAqUAL) wider ShQll be DF #2. BOT. BOTTOM MAT'L MATERIAL a A. Except C1S otherwise noted, the minimum nailing ShClII be provided C1S B•O.W. BOTTOM OF WALL MANUF. MANUFACTURER a � BRG. BEARING MIN. MINIMUM >' specified fn the ��Nailing Schedule" On the drawings (2003 IBC Table CANT. CANTILEVER NOM. NOMINAL ., �. `r� 1.5 DIAxS 2304.9.1 �. � CENTERLINE O.C. ON CENTER LEDGER LOCK +�-r- CLR. CLEARANCE OSB ORIENTED STRAND BOARD � 2 B. BOItS used fOt' wood framing connections Shall be installed Wlth COL. COLUMN R PLATE SCREWS �S L standord washers and nuts. CONC. CONCRETE PLYWD. PLYWOOD C. Unless noted otherwise, steel ConneCtors suCh as those CONN. CONNECTfON RE: REFERENCE TYP � manufactured by the Simpson Stong—Tie Company ShClll be used t0 CONT. CONTINUOUS REINF. REINFORCE/REINFORCEMENT g,E. 3/16 ► oin rafters oists or beams to other beams at flush—framed CONST. CONSTRUCTION REQ D REQU�RED �. � � � DBL. DOUBLE REV. REVISION conditions. Use all specified nails. Connector conditions not DWL. DOWEL SCHED. ScHE�ULE PL 3/8"x5" a otherwise noted shall utilize Type U or Type HU hangers of a size DwG. DRAwING SECT. SECTION s ecificall desi ned for the member su orted, as shown in the EA. EACH SIM. SIMILAR � P Y 9 PP ELEV. ELEVATION SPEC. SPECIF�CATION manufacturer�s published tables. Contact structural engineer for ENG. ENGINEER STD. STANDARD a �n detQilS QS required. E.O.R. ENGINEER OF RECORD STRUCT. STRUCTURAL � �. Provide solid blockin between OIStS C!t all bearin IOCC1tIOnS. EQUIV. EQUIVALENT T&G TONGUE & GROOVE 9 J g EXSTG. EXISTING T.O.F. TOP OF FOOTING Blocking material ShQll match joist material. EXP. EXPANSION T.O.S. TOP OF STEEL EXT. EXTERIOR T.O.W. TOP OF WALL 'N E. TBcG decking ShQll be fastened Clt CIII supporting members Wlth �2� 8 FDN. FOUNDATION THRU THROUGH � �` gage wood screws x 2�� penetration. FLR. FLOOR TRANSV. TRANSVERSE � � � „ FTG. FOOTING TYP. TYP�CAL �'Yii��ii i���iv%`�/�i� • � F. Plywood decking shall be 5/g thick Structural grade exterior rated GA. GAUGE u.N.O. UNLESS NOTED OTHERwiSE ��''�y���%��%� ,� �� � ��'i�i sheathing fastened at each supporting member with 8d nails spaced GEN. GEtvERAL vERT. vERTICAL `��� , „ „ at 6 o.c. along edge and 1 2 o.c. in panel field. GYP. GYPSUM/GYPCRETE W�'F. W T DED WIRE FABRIC E BEDME�NT x4 HDR. HEADER W/0 WITHOUT a EXPANSION HORIZ. HORIZONTAL Q ANCHORS (ITW HT. HEIGHT ° TRU-WEDGE OR EAQUAL) 3 DETAIL S ,2 SCALE: 3/4" = 1 '- 0 � PRO✓ECT ✓UR/SD/CT/ON.• SHEETNO, CORTINA CHALET DECK ROOF ADDITION TOWN OF VAIL, CO `�' • " " • ` LOT 9, BLK 2, VAIL RIDGE � � � eng i neeri ng � 0 12.10.13 ISSUED FOR PERMIT P.O. Box 3032 • Eagle, Colorado 81631 m NO . ✓OBNO. KEI_13027 u��.,�_�...�_. 2X6 T&G ROOF DECK ��j/ / � 5/g„ DI A � /�// THRU-BOLT � � //� � � / \ / \ CNTR BORE AND � � � � � � � � � PLUG, TYP. \ \ \ // ��%� // x NAIL � � �� � / ,�o + � / ,�p +� 4x10 PURLIN �%� � �� / �/ \� � � � �`+ — — �+ NOTCH TAIL % � � ' // � � 4x10 2x PLATE FOR i � GLB 6 3/q."x12" 24FV8 CONT. CANTI�EVER P NY WALL I � ABOVE ROOF VERIFY 3 6x6 DF No. 2 GLU-LAM � M STUDS COL BEAM RE: CUT BACK � � BEARING PLAN EXIST. ROOF I EAVE � � � EXIST. STUD I WALL t AA SEC110N VIEW nD SECTION VIEW A °:1 4 =1-0 S A :1 4 =1-0 I 4x4 RIDGE 4x10 PURLIN 4x10 RAFTER 5/g" PLYWOOD SHEATHING 2x10's � 12" 2x BIRD'S MOUTH /�/ CRADLE � 48" o.c �- — — — /j� \ (4x4 RIDGE 2X6 T&G / � \ \\ \ I �I1`�� SUPPORT) ROOF DECK � 2x NAILERS � ���IC.���1C.�.���11_i�C.���C.�.�I�C.��JII_ .� 2x BLOCKING � \ \ \ � \ � r , CONNECT BEAM RPF�ER I � /�/ BIRD'S MOUTH CUT RAFTER \ � � �'���I— �1 — �f — i r —1� �1— �T — T r —f� �l— �1— 7 f — i� —1� - - 1 T — � — — E N D T O E X I S T I N G DETAIL 1 4X�� �/ A T B E A R I N G, T Y P. �'�!l� II II II II II II II II II II II II II- - - -II II �t � WALL AND OR 1 ��/ 2x PLATE FOR II II II II II II II II II II II II II I�- � -�I II II II II SOFFIT. CONSU�T 6x6 COL 2x6 STUD � � II II II II II II II II II II II II II II�� ��II II II II II � ENGINEER ONCE EXIST. 5 yg" � PONY WALL � � II II II II II II II II II II II II II II� �II II II II II � EXIST. STRUCTURE x12" GLB ABOVE ROOF � � II II II II II II II II II II II II II II� �II II II II II � IS EXPOSED � � II II II II II II II II II II II II II II II II II II II � i i ii ii ii ii ii ii ii ii ii ii ii ii ii ii� = - �ii ii ii ii ii i � � �� �� �� �� �� �� �� �� �� �� �� �� �� ��,� �,�� �� �� �� �� � � � �� �� �� �� �� �� �� �� �� �� �� �� �� ��,� �,�� �� �� �� �� � - - - - - - - - - - - - - - -I.J. J!— JL _ iL _I .JI_ Jl _ 1L _IL _IL. JJ_ 1L - 1L —ILJI� _ _IilL _IL _ILJ1_ �1. J �—°� EXIST. WALL FRAM�NG 2x6 � ° ° � STUDS � 16" q, \ �. VERIFY sECnoN v�Ew �S� � — — — — — — BB scA�:� a =i-o DETAIL2 I �+ I '�+ \ ��s ° l EXIST. COL ° � a� DETAIL 3 °9 p . �S_ 4x4 RIDGE (2)2x4 FLAT (ROTATED) NAILER PLATE 2x6 STUD � KNEE WALL ABOVE ROOF �� SECTION VIEW � � ,� CALE:1 4 =1-0 � ` I 4x10 RAFTERS , � � 24"o.c. BB � � S.2 � ,, � 4x1 Q RAFTERS �� � 24"o.c. = .- \ r� 2x FLAT � d- � NAILER PLAT 1 : :12 T 12• :1 � �\ �r � �. GLB 6 3�4' 12" 2 V8 i� � , A � S.2 15'-6„ $,_3" ��F ��+/s� s��� 6+6 ��'%�� ��L �'p F`+G,oA G � �'��i`3�s �•F,.p /S'Tti,f,T TG� c o S DD CC �B�' -, S3.1 S3.1 PRO✓ECT,- ✓UR/SD/CT/ON,- SHEETNO, CORTINA CHALET DECK ROOF ADDITION TOWN OF VAIL, CO S ` � LOT 9 BLK B VAIL RIDGE, 2682 CORTINA LANE ROOF FRAM�NG PIAN � • • • • 1� • • � S�A�:, 4 =,_o engineering � � P.O. Box 3032 • Eagle, Colorado 81631 � 12.10.1 ISSUED FOR PERMIT m N 0. DATE REASON FOR/SSU/NG TH/S ORAI�I///VG � ✓OB NO. K EI_13027 u���,��-�-�-_. .