Loading...
HomeMy WebLinkAboutDRB120424�W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,W,Ww ������N��� � � �°�' � ��'� ��F � � �� � �° � � �" � �" �i�� � � �� �Id �■i� W �;, � I� � � II � , IIY� ��� � , IIIC�� �' � III��� � �11� �I��� ° �� I�lil I�f�i �lII I�'I III�� IIC���"� � � ��Fl�ilil �'lll��' �''"w� � �uu�i I� ii �� r� ��� �� ��� � ����� iiii I � ����� ���� ���i ���� ��� 1������� ��� � ���� : � �''" . � �''"� .�� �„ 1 � 1����� � ���. � ��. � �"� . �'"„ �.� � � ��F;���� ����. �u� iiii I � ��u,��� � �n�i Project Name: Sullivan change to approved DRB Number: DR6120424 Project Description: excavate, reta i n i ng wa I I, redo deck, a I I pa ra meter work Participants: OWNER SULLIVAN, SHEILA A. 2645 LARKSPUR LN VAI L CO 81657 APPLICANT SULLIVAN, SHEILA A. 2645 LARKSPUR LN VAI L CO 81657 Project Address: 2645 LARKSPUR LN VAIL 09/ 10/2012 09/ 10/2012 �ocation: Legal Description: Lot: 3 Block: 2 Subdivision: LARKSPUR MEADOW CHALET C Parcel Number: 2103-143-0105-5 Comments: Motion By: Second By: Vote: Conditions: BOARD/STAFF ACTION Action: STAFFAPP Date of Approval: 09/13/2012 Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 (PLAN): DRB approval shall not become valid for 20 days following the date of a pprova I, pu rsua nt to the Va i I Town Code, Cha pter 12-3-3 : APPEALS. Cond : 202 (PLAN): Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0012802 The single-family residence plat shall be recorded and 2nd kitchen removed prior to issuance of a building permit. Planner: DRB Fee Paid: $20.00 t TOW� OF VA1L �;� �� n�� � � Department of CQmmunity Development -� �� ' ! 75 South Frontage Road , ��, i ���I Vail, CO 81657 I� SEP 0� 20�2 �� Tel: 970-479-2128 -� I' www.vailgov.com �i�� ,,y �—°` � Development Review Coordinator A - n or esign Review Changes to Approved Plans General Information: This application is for all changes to approved plans prior to Certificate of Occupancy. An application for Design Review cannot be accepted until all required information is received by the Commu- nity development Department. Design Review approval expires one year from the date of approval, unless a building permit is issued and construction commences. Submittal Requirements: 1. Three (3) copies of all pertinent approved plans with illustrated, labeled changes 2. Joint Property Owner Written Approval Letter, if applicable. � Fee: __ ....._.___...�'e2Q .. � Single Family � Duplex �.,-_.__._.�. --- Description of the Request: Physical Address: Parcel Number: Property Owner: Mailing Address: Owner's Signature: �/O 3/ � Primary Contact/ Owner Representative: Mailing Address: Multi-Family i� f�� Commercial Contact Eagle Co. Assessor at 970-328-8640 for parcel no.} _ � . Phone: . � ' • ' �L�i I �r .� �� �`� � �i - - � - For Office Use Only: Cash CC: Visa / MC Last 4 CC # Exp. Date: Auth # Check # Fee Paid: Meeting Date: Planner: Zoning: Location of the Proposal Received From: DRB No.: ��li� I�-Z- � LCZ � Project No: OrL� �2 -(�3 �j, b Land Use: Lot: Block: Subdivision: . PROPOSED MATERIALS Buildinq Materials Type of Material Color Roof Siding Other Wall Materials Fascia Soffits Windows Window Trim Doors Door Trim Hand or Deck Rails Flues Flashing Chimneys Trash Enclosures Greenhouses Retaining Walls Exterior Lighting Other Notes: Please specify the manufacturer's name, the color name and number and attach a color chip. PROPOSED LANDSCAPING Botanical Name Common Name Quantity Size PROPOSED TREES AND SHRUBS EXISTING TREES TO BE REMOVED Minimum Requirements for Landscaping: Deciduous Trees — 2" Caliper Coniferous Trees — 6' in height Shrubs — 5 Gal. Type Square Footaqe GROUND COVER SOD SEED IRRIGATION TYPE OF EROSION CONTROL Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc.) > �, � , .�� �; �; _ . _ __ _ ....�,�3.,�.� � �� �� ����� � �� �- k � . � � ���-�;' �� � f�� � � `� � �� � _ �-� ��� �, ��<� k _ . � � _ _ �_ �� .,�.� � z` ��: � ��'���, � � c� - � ��� �` � � � _ • �;��_ { � � - �- � i � �, �� �^� � �:-: Y� � � :� a� �� c� �; ' � -� ��� _�_ �� �� - �� � �-�._ - � � � .� ��� � , � '�s � ., �� � ��', �- � � 4 n �� � "�� y� � " �. � �° �- � ° � �+ ' i� 4 ��� � *� y�� �' �:, � � __ � � � �[ :.: � � _. s_ ... F�._.. . _, . � i ..,._ _ .. _ _ _ _ _;. �< »�. � �. .�r_ .. . , m.. � ...�... -.�, � ,. _��� --. � .. �� � � - � F �£ .. ... .,: ' _ . _ ' ' . �. :.M�-� '* .. �::' . . ;� � �3�'�' � � -�' � �� ` � � �� � ' - � � �; � � ; � ` ., „� kh �_ � �� �����k ;_ � � �� � _ .. L� S 'J�� � . P� ���`: _�[�-- - - r - �.! � �� � �-- T • ` . �s :. - '�"y�� `�"��'� �- 'Fa-� _;� . z _ - - ° � ' - �-�i �� '� ,�� � � ,` . . - a a" � i � �� � t � � } �. �� . �' ��1� ` �,���.�p,��. , i�� ; ,� � _ �i . �'a .. 4��, 3�� ���y` ��' 7 " iJ � � . - - .. . _ .r. � ... � ' ' �t. i � ��6� :Y�. ��?�:. � . ¢ ,'4 z`' �' �., . . ,g `�nl�a�E.+sf - - -� 7 � � t1�_b _ j(������ - _ �� —_ U = if . � .. . ."� - � _ �I . � } F � - , � - y � - -,�: ''�,� � z �'- . - � �s« _ _ _ � i�` �- � �r z 1 w � � '�'.p,� � i p't - � - u-,,� ,,,� . �;�� *� � � , _ :;� ,� �, � �i9': � � _ ,;� �: c� � �- � � � � � �� � �� -� , � R '. '�'� � '. �.� � � ��-�_ � � . �� � n � - i =� � g � �� �� 4� p���, �.` x �__ ; �� � �; � �. -�, �.`_ � � � � � � `� ' : � " � � �� � � E � y �� � +� � � �� _ � .�� . �- � .� - _�� : ���=�� ��� � � � `���� } ' �� = �.� � � - — �'� .� �_ .`�.� � �._. .� ' ,_ ����� 4`. ' : �. ;� i �._ i �_ '� - � -Y '� �_ •y� _. _ �Y � '"_ TT �� �.�— __ . 3' _ � x ''_� � � � � < ` � -'� . . « � ��; � �,�y,.�, ��`� �, � � ��,�.r -s ,,^ :... - "�Ii;Wfi�l�,l, '�'�'-� Fw3 " �i T .. I� � �4;. u�' "�, , -�.r+.� °" .;,; ,., W� �" „. � "r � � [r . �,r � �� ^'�+ ��",C� � ���'� ��� -^—�'- �R ,4' n "� ,► . : ��� �� '` ,� . ,,:.�•*.. � ' t� �.�! �,i. � �� � . , .... � �r _ ' _ . ' .—. :�� , � '�` , �'� � ^ ,y u "���"�•��'"'� .., �...: `-- �. — � �— � ��� � �`�' � � ��, °' ,�;" z � �� �� • � � �� r �� � � a _ . � ,., . ,° _ '�,i� r•..�. ""` . .,R^=. .. . . . � ti '.._,' — . �k. � . , . a �l � .. ... . '—`�"'—.:,. .._. . .^ . N} � . . . wn��s,.."'. "�^ s ,.r. ,� �M J� I m . _ . .,, .,,,�:^ - ..•m.. �.n . �' .. J?n .r � ��t , r� ,,.:" ' .. . � ._—. �- . .. � . . . .. �,,. . , ,. ._.. .. . .�:��. - ru � . - . � , � e .'�;-.-•• �'- , -.,_ . _ .. .. . , . ._� ..1" - ' - --' .c - w ... ..,.� -... ,.. ..,. _ , � .� _ -.�.��� .. � s,_ �, � . � � � �.��. _ � _ -.. . - �� ..t. _ _.. _. ..� �,_ , , , �. . .,� .y,,,, ...__ .� .. „�...� � �. .. ..., -� ....,. — ._ ,.. ., � �' ,�, 1 ,. r,: � � . ,_ .. . �mx"' ,,d � � -� � ��*+w&w �... ry ' ..: �= _. - `x �''�'� �' � �,"� .��.� iw ' , � ... .... ..,.. _._., ,� v . ' � � �Y„ . .., ' . . ` -., ._. ._-.� _: ; Vµ* '..^ ,�« .� _ _ t,� o . y w, � •". ' � _ ' - J __ _ .. . r. �� .. :'° .., �T... . _ ._ _. ". ...' r . .. .. _ _ '. ,p-.: . ^ ,� ."' ` �at� �de' � Y�� N ���,� r . . ,� � ^. .... � . . _ ... . Ywy �..; ... �..1 - ._ _ .... ,. : . : . � ' � µ .. . . �.. ., .�.. .. , � ' . u � ��j.,, I � �';? ` �. " ^"� � . ' ..:' ` � . � �. y.,� � � p�� �y�y� r � _ . W „�,_ .,,. �r.,r � yy. _. . _ ' . .� . '. ,� ...�„ 'T„� +hr �ri� « _. _-,.,,,,, � . . . .r . .. , _.: - � ��„ � .k�- � � �awn�m. � ' �: v � ... � �i r',. ,�.�. ��b�� � . � � � :.r.�.. � °9r� ��i � ,� ! � � �AIIl�` t •t �,�„. .:,., .w�.r�w�°" , a«'�Y � +. � : � � �,� �'.,,, � ^, . , , � .. ,. � � /,�. Y ." .n ' . . �x.y. .. ���� • � uM�..y�,... . .� �Yrtl ., , � .�'' � ' �. �. � . ��.�i� .��.��� �.� ' � i ,. k r ', y.. + • ^ �� „ . ,. ,. �. � � � � �� � � "��� � . , . �. . . ,,, < •:w- ,: � ,. �,�.,. . �r . .� - .. . . � � "`�ti � � �i �� � ��, �:.. � : . : u' ` �, ,. � a .�✓'" .��M"�.-� �,r�---` °• `• �`,r.� �. ,,. m�, �1 �' ,„ . . ... � �� . �.v . «� .>.„„ _. �'�` � „'���" ° � F,'��.: �..�r:.�, ,i�"" "`'^`-. .y�,' ' � . � `ti,�, _ _. , , � .»p�}�* .. , , � ,�Y ,;; ,, �� ���,.� � s �,�� r.��" , � $ ��,� ` � , �� �� � �. � �r ^ � r �' G� � �tl�RW P x„ � !"Y "� r '"'� � r �� � . �: �w� �. m � � �' �„e ♦ iy�ti. �. 4 , . .� ����� � ���`�°��',_�. �. � � � , up„ I. '*1. `� 5.����+�...w ,"�.�� � " °.-� �►„I� � ''M A� r �l.� � 4KT�''4�,• , ,, ' � "^^. .,� 'c ��.�- r'i � � W I � � � �� � �'" 1n ° �. M� �. � y � * • � � i, � � �}� �• . ".�.�, -�',. -� ,�,,,....r , � , . ' ^ . _ - � � �'. - � �� ' •, �."�[ � � � y i ti*; � � '#�' �� � �� ` + t �"�— + � f '�': �.' � � ,,., � � � �. ,,,�� �., � , . �, • � '��' � ,��q„_ , , � _ _ -� . : � • " �� �•.-,; �..�», - . . � - �'. �.; . .� `k �4 ��L,.)`� .. ;� . , py . , yLy��� �r�,� .. .. �-� ,-. r ,.,. . „ . : �, . ' rh�^y � � � � .. :,. � - ,, � , , ;r� . ,. ,�,. �� _ _ , ,t� .. '� , �d�� � � w'��., �..,, •- ` _ . . „ . . ,. � �y �, � � ` _ .. , �.. .. ��• YO ' +,. �. �m+... . .... �M� ..: . . ,�,. ', . ;n ,,... . , � ., i4� w ,.;,,_'^. _ '' s. �., � � , . w ' s p`�'to�4 �, .. �� , . + , � ._ , , _ � , . ._ _. � . .. ,..,, __ ... �"' ...- - � °�, � .. _ - �' - . - .._ _' - � �.. ..��.... ,^r��,, .., r: , -. y�rv , �v � 'u��,,„ � . � -.. , _... ' - . �.. . � ..-' oP�• � ,. . � -.� ' w r' . . .v .._ � _ ..:: - _ . - - __ � ` , � _ .. _. ��. .._ ...�.,. � . _ . ' i:�� + � � q w ,:. _.. . . � - .. _ _ " . ' , � .;„ ^r . _ ... ��, ,-� � _. _. - _ . . _�. - ..� .m.: ' - ` � � � <m '�,. _ _ , � � y ,� . �. ..... . . . . �. ,,,,- - � ,_ ,r' . . .. - �•:_ " .k N''�r. � _ _ .' _ - .. ..' ._.. .. _- _- _ : _ __ ... ' . r � � r � �TM,. ..�; �, - � _ � _ .,_ .. . _: . - . :� _.. .. ��.. . ;' �� ... _. ..._- . _ . ... . _. _.. ' ' . . .: �� _ . - .- .. ,���+� �e � . _ . � .. �, � 1 " �,r.. {� V � �� ._ ' � m ' ', . � x* � i �"@ L�� ..�. _ . _ : ^^,�,,,..,,_.. '�° tl , � yw _�_ , . � .� . , � ��" ..�� , . . � . v, _ _ .. * ,.� ..,�� ���:�' _._ . _ . , , � . � _. , . ^� a � .. .^� . ..�, t� ,. � . �, � � � r�� , _ - �. ,. . � ' ..:. ��uw..._. . '�.., � ,:': �--•��a�J - .�L � ' � q� � �1 'iMw� � ., ��:;d � 01 . , ' NS � • � � �� _ � m,� ��� r�� � � �:, , . .� .. ,. _� ..� ,.,i„� ! iA �, "Po� � I �' �K . .�....w^'"''� » � `- ,,� +� . � - �� � ,. . �„ _ - .�w�...r�s�C:�"' �' ��r.�i�_"�I� . � w,����r�"....., - . �,, ,, �i "" > � � � i , ., � �. , � , � „ , , , . . � , � , _ �� . .., i � a�,� , • . � -... . .. � _ y� � ...r.+.w�'"�'w^' �� , � � , .. , � . �,,�. . . .. _ a �- -� . , . � .,. � �� . � � � : .. . W , . , .. , . . � . . s�.+. � . . . n . , ~ �� � , . . � r y y ' .. . � ..•yk� , %� ,. � .,�.�w. Aure u�.x,� . � M1 , �'�1° «_ ;���" • � , . ,.. � . ,� , § . . � � . .. ,, " ,N'r. ' � � . , ��,,,�w �w . � � ....,..../'"..�"'� ,,, `���`�� '-"y�* � � ��> � � . , � ,�� cv' ���<± s^ � ��, ^ � "'*�' -- � � �� . � � �� e,. :,a. � � i I iY�i � �'�, �dM'k�.. rr° � � I�i�'"' "�M" .m� .� � �^�,". � � .� � • ��I�hr�u �,ta ^�. �mw��.�� ... ��.�� � ����., . .�. " �� �i �',.'s.r.._,....Ywa. .. . � � i V4�'n�pywui��� , ,.. .. ~ `4."-.. �. y� . �•�. ����u.�,',��.. . �. �"'.: �':::.�; ; e �.. .. � � . u v ,. � 4 `aPPM+��� Mw. mi� �� � k �a °illiiu �il�� � � ��m ��i�w ���+ � ''"�,"�''�,7iY�. iw"� �g .g .. . G_I ye�. .� [y�. a%.. . � .. � � a. sc`"y� � ' � ,-. ' � � .� � �., �,:�f � ,��.I � ��. - �- - - .. : t: � ��y . Y° n o � . z' v� ' �t-�.. ��.'y�j�'.I~ �6� q � ��� ' � �' . {�+ fi� t� 3;� ,�4"i � � c � , F a4�,�= � ; �' � � �� � � �.� asd�`�i�l�.�t �����^ F� I r r ' �• ,�d:, � ��� �� � ri�� . __ � . - ��`�� �Sr`?�'�,�' � 9� ����....� __ ' ����� Y���r � �,F '� " '.� ! �� ,, . � ,�'!�'wa �� �.,�� \ , � �:� � � +.' � \� �'n�tv L�f�-. i � ,� ,�,�, ,*�„\�... ;. ' � t �� .;,y` � "-.�' f `'A�rT��'.° '�. E`�"" r -- ,� � ��"'. = . 4_ Cart Mueller<muellercartQcomcast.nebc� � To Sullivan Sheila<shesul@comcast.neb pictures Hi Sheila, Photos for you. Hope this helps. Thanks, Cari � ,j�ay�. f �r X . .!.'nl��'F'1•.{p�+�l `, �, . NY. 5= � ^ � �. �y�y�il � �.4_ , . $� ,�;,u�` '�` �"�� t`.� ,,,k� ` �, ;�,;. � � � _t;',. . l. � .� � " � �' � . ._ _. .... �y. ,�. . .... � � �. �•�� i '�.�yp. +' � ���." �. , � '"" "� �"i . ... . . __...� .� � � W p� � �M.. � . , � �� ��.. . w J ;_��' �„ ¢�wr �¢y¢w�Yr.. . . � ui��.. ��., ' . ::'J . . : _,y � i ..,, .:. . . .. � ` � �fi5� _ � di , .rv.ew+�os . _ :.•"�'� � . , ,�' �^ � ' 1 . �. - �� ��� �. ��'�jl� �--;��`'�: ; + 4 � • � � � _ � ..a� � � . �� �I —ci � �'v� �, ,� ; A,�. t s� - �. �. � : . t �� � 1 � .i � ryk �' �'� � A �,,. , ,�i � F�� � � s,� +� �� } : &i i � � � _ . S� �� �`� o '`,�;_ - � p^,° 2 Attachments, 519 KB ,, ' �. ,.. ...._.�..., ._..._........ pg•i.'y"^"`-.. ...... . . ...�-` _.'� - �/_..�� ( y/ '1 — _ — ��� i.`-^—�'1 ` �;) — — .,� - _ --?' _ �` \ Y�� - � ,� .�� � �`°"'�`, - ''„, �' - � �� � . . . . ;<.-.. ,..i : . . . . . . � . - : / ! ! / Q�� �Q � �i V � �� ��asnrw � .a, ��,o R�►N / � � � � F�F"�� W �F� �D �� � �� ` \ ` � � � � �xt5�tr�G �5ti9�''�£ µo�6 �RY � 1.� °� 8� �� � �o�oSF.v GoNcRf�� ��N IN4 IrtM�+-'f ° Su4FbKT � �trf6�t,5��N �. � � �t ` ��- , �. �f �c� „9. � � �` �- �' \4 � � � i� � / l �� � / � ��� �m+ t� �wkY v L L��1 ►�� � � � � � � 1 �� � � � ��� , ''- � ,.� � t, J � �� . � �� 0 1 ' �v� �� �_1 �� ��a �x�yn�� w�u�r I.16 4t'�`f�� 'ro � �%MA1N '�i�. ..� � ., � ��P�� • • �f � u��v t� �'�nvr�h�aN 9t�r'• �� �T � �a�� � - . :� -� _ � /'��• ����a� o�� - GI� "�tP—�P �� t�GF1�aK� �s� �N �'^•� E��s �r�-�„� �� _ ,/��'ri ,. � � _.�_ :.s, _ � ,� , ;,�: :6. . 2 x 8 LEDGER w/ 5-16d @ 16" o.c. INTO EXISTING STUDS ? 2x6 2 x s @ 1 2" o.c. � x EDGE OF �.;� ROOF 2 Zx6 NOTE- FRAME HORIZONTAL SHELF AND 45 DEG. WALL OF KITCHEN BAY WINDOW WITH 2x6 @ 12" o.c. 3-2 3-2 EX. 4� 2 x 10 CONT. .� —ll �. I � I I I • L — J� - � '� � EXISTING I GL 0 3 1 /8 x 9 EX. 2x8 @ 16" o.c. 2- LVL 1 3/4 x 3 1/2 FULL EXIST. f+EIGHT GLUED AND 2-2x4 NAILED TO 2-2x4 w/ A35 � TO REMq1N FRAMING ANCHOR TOP N .�D� AND BOTTOM N��S"���P�� LVL 1 3/4 x 3 1/2 FULL � �� HEIGHT GLUED AND � NAILED TO 2-2x4 w/ A35 FRAMING ANCHOR TOP AND BOTTOM _1 C • � � � ,I X I, I / \ I � — � � I . i EX. 2x8 @ 16" o.c. EXISTING GL N � N � p�'� 6 I G P�� 2-2X -4-��Q-`�`�P �'.�� Q�G L ��' . g � �� g 2x 8 I � x N � � 1 3 1B x 15 EX. 4- 2 x 10 CONT. ROOF FF�AMING PLAN �,�,:--� -�� � ��_ ���y�� � � 1/4" = 1'-0" NORTH ti+� 32x 6 r�" • I�-2k6 I I � EDGE OF ROOF , IEDGE OF ROOF I I� N J � � � ❑ W CA i W � a U �� C �� • N � � � Q Q � a`� a� � �o e� . �� � N O � � U o- ,� a > m � � y z H � ,, � "' � � g�� � � � � , � H � NYZO Z p�JU ag>� � N a .J C�OY> ,J N U .7 � N m C'� H � I m i�� vo �u ���y���� � � III �����I S3 of 4 STRUCTURAL SPECIFICATIONS 1) Foundation design based upon assumeci maximum soils bearing capacit�� of 7500 psf and equivxlent fluid pressure of 50 pcf to tx ve�ed hy a soils engineer at lhe time of eacavation. Installation of perimeta drains and site uri�ation to conform with soils report, field test drains before backfilling. All footings ue to bear upon naturel undisturbed soil as approvcd by the soils ec4.ineer. Submit copy of report to engineer. 2) All new foundation around perimeta of sWdwe shall have mmimum fmst pro- tection of 48" to bottom of footmg. All foundation walls and columns to be cen- tered on concrete footu��s unless shown otherwise on plans. 3) All cast in place concrete must be mzde with Portland cement and attain mini- mum co¢tpressive stren�th of 3000 psi afta 28 days. Design based upon BUILD- ING CODE REQUIREMENTS FOR RCINFORCED CONCRETE (ACI 318), 1999. Concrete placement to conform with "Construction Requirements" as de- fined in ACI 31 S. All eaposed ed�es of concrete st�all have '/," chamfer. Con- crete work shall not }�ave any horizoNal coldjoints unless authorrzed by the enei- uea. Field coordinate all vertical cold joinLs wi[h sWc[ural engineer, use con- tinuous vertical wata stop at all cold joints. 4) Reinforemg sleel is ASTM Grede 40. Reinforcement placement shall conform to MANUAL OF STANDAI2D PRACTICE, 2001 as prepared by CRSI. All ]ap splices to be minimum 36 bar diametas, all horrzonlal reinforeemenl to be con- tinuous azound comers and at wall in[asections. Mutimum reinCotcement proteo- tion- -concre[e poured agains[ ear[h 3" -concrete poured in foims 2" -c;oncrete slabs 1" �) All ]umba shall be Doug-Fir HZ S4S or betta, aIl wolmanized ]umber shall be Hem-Fir i{2 S4S or better (all lumber within 18" of fmish �ade or in contact with concrete must be wolmanized). All tunbers are Doue Fir #I or better. Provide � solid blocking at 8'-0" on center in all diaphragms. All columns to be continuous bearing to foimda[ion. Wmdow columns spezified on plans aze trimuiers, provide one kmo stud for openinos to 6'-0" a�d 2 kine studs for openings ova 6'-0". 6) Anchor bolts and bo ks shall be A307 or better. 7) Versalams (2.OE) are as manufactured by BOISE CASCADE CORPORATION; see shop drawings and manufacturers standard details. All built-up Versalam beams must be gluc•d wi[h PL400 and nailed with 2 rows of 16d spil:es @ 9" oc. All altanates to be reviewed and approved by [he enoinea. 8) Sheath floors with3/4" T and G plytvood with znu�unum span ratic� of 40R0 or better and plue wi[t� PL400. Nail plywood with I Od @ 6" oc w all joists, field coordntate screw optioa 9) Sheath all extaior walls with'/:" plywood with mittimum span ratin�, of 24/0 or better. Nail with 8d (al 6" oc to all studs. 10) Live loads used for desi�n- Roof-80 psf snow. -Floor-40 psf residentiaL . -Deck-] 00 psf. -Wmd-90 mph (3 second gus[}, E�cposiae B. -E�tl�quaL'e-Zone GIBC. 1 I)All construction mus[ comply with the 2009 Interna[ional Building Code as � adopted by the Town of VaIl Buildino Department and the "General Conditions of the Contrect for Constivction" (AIA Documrnt A201). All constmction must be completed within the tnlerances desctibed in the "Residential Construction Per- focmance Guidelines" as prepazed by the NATTONAL ASSOCIATION OF HOME BUII.DERS. 12)Constnic[ wall as follows � . -Ex[ecior-2x6 @ ] 6" oc. -Intenor-2x4 @ 16" oc, unless noted oth�wise. 13)All beams, joists, and raftas are to bear upon walls or beams, or be hung with SIMI'SON Strong-Tie tiangers or approve equaLs. ]4)All stzuctural membas aze shown in the's final positions properly braced and sup- ported; during constniclion i[ may be necessary to [emporarily shoie poRions of the structure wUile other portions are being constiucted. Contact the enoineer for consultation as raquaed. � ] 5) General Contrnctor is respons�ble for all non-specified cocmections, contact engi- - neer for details as.required. The ea�ineer is to approve all structural substitutions. 16)General Contcac[or is to coordinate all diaphragm penetrations (ie., chimneys, plumbing, sewers, etc.) through floors, walls, roofs and foundation walls with ap- propriare sulrcontractors. General Contractor is respons�ble for the means, meth- ods, teclu�iques, sequences, procedures, worl:manship, srasonal scheduling and jo�site safety associated wiffi this project. The Geneial Contractor is to verify all d'miensions and elevatious with the architechual drawings. Notity engineer oFall conflicts and omissions between vazious elements of the working drawings and [he existing conditions prior to commencing with tLat portion of the project. Genaal Contrnctor is to inspect remodel projects and verify prior use and proper disposxl ofexis[ing materials (i.e., asbestos, etc.)as required by code. 17)All malerials exposed to extenor and or moisture conditions shall bc trealed for these conditions (i.e., chemical treatmenl, stainmg, painling, damprooCmg, mem- branes, flashing, elc. ) as requued by code. All materials to be lreated or protected for fue resistance as requaed by code. 18) Spcxial inspecUon to be completed by building official approved 'u�spection agency for poured-in-place conerete cons[ruction includino reinforcing steel, and soils information Inspection reports to be prepazed in accordance wi[h IBC Chapler ] 7 on approved forms, verifying compliance with construction documents and be submitted to the building o�cia] for review and approval, copying the owner, gaieral contractor and engineer. Coordmate inspections with generel conGactor so that special inspections can be periodic ralher th:m continuous. TOP OF PLYWOOD 99'-6.' 3 i 2'ZX� Z-2x6 n� 6 2% �2�. \ + ��D� � %�/ � ,��ti / �o� / - F�� � . �CPe�/ • ���� U � � O @� —C`k- _� "U" HANGERS o TYPICAL w � SLOPE PLY. � �� 1/4" PER FOOT N � � � � � �TOP OF DECKING v � 99'-11" � i � J � N --� DBL MMBR. a N � I X � N o \ � � o W � Q W � H TAI NI TREATED / 2-2x6 TREADS � I I � EXISTING FNDN. TO REMAIN TOP OF PLYW'OOD 99�-$., LVL 1 3/4 x 8 1/2 LEDGER w/ 1/2" DIA. x 5" LAG BOLTS @ 8" o.c. INTO EXISTING PLATE U 0 c0 O X N U Z � � X W MAIN LEVEL FRAMIN� PLAN CONTRACTOR'S OPTION- ��� -� ' ��4" _ �'-�" IF TREX DECKWG IS CHOSEN, TIGHTEN �- '��� ~``� JOIST AND STRINGER SPACING TO 12" o.c. 2 x 8 SOLID BLOCKING BETWEEN BUILT-UP JOISTS TOP OF FINISHED FLOOR 100'-0" EDGE OF EXISTING '�`\ CANTILEVER 10'-0" 2'-0" — — � , I 2-2x8 ( I I W Z •W I I Q � X U�w o � O � � z J J F– � � � Z X, ,� � 2-2x8 c•xi o � 1 i � W i w J H Z Q U � x N O H 0 w _ U H � Z U O cD � 0 X N U Z H � X W � � WALL LEGEND EXISTING WALLS TO REMAIN —r= WOOD WALLS TO BE ADDED \\� / �B-/�� P � I / I I 2 x 8 SOLID I Q BLOCKING @ EDGE OF I w WALL � ABOVE I W � !a r O N J � � � � W � � U..� � a r � N � U �m c �� ' N � �m /O+ � V � � � � o v � n � �� N X � � � U O - i � a> m � � y z F �¢-. I W ? v z J��� i � � � � � � HYZO Z pC J U `ag>J Q = � N .J c�oY� ,J N U 7 O y m C'7 � � � II IIII Inl � ��I��II ' � ( �II ' IIII��� S2 of 4 �-------------- '-�----�--�� 16'-6" LOWER LEVEL ADDITION SOUTH ELEVATION 114" = 1'-0" A; I I I EAST ELEVATION 1 /4" = 1'-0" N � O N w m W a w � lf') f-- Z a � � w � � O � �. U Nm •� N � � � � � � � � � � � P p I� r 9 N 0 .� O � U I � � m I � d> � � O � H Z W � � � F 0 H Z � � J � H m � � z ¢ � wZ g�o � � � � z O Y-O p� Q U g,� Q � N �Y� N V � J m M H O u� u�� a ���@ ' �,I � I�� -- — - A2 of 3 ^ � � � � I � � � � � FOU N DATI ON PLAN 1/4" = 1'-0" NORTH N r O N w m W H a w � � H Z � � � w � � O � � U �m N •� (� m Q Q � � � � p O n � •� N � O O � � U � O � � d> � O � H Z W � � � F � H Z � � J � H m � � Z ¢ � wZ � g�o � � � � z O Y-O pC Q U � � J � N ¢ �Y� N V � J m 07 H O � ��� �I� I mi I�' __ � S � of 3 �, i � � 4 � � MAIN LEVEL FRAMING PLAN CONTRACTOR'S OPTION- IF TREX DECKING IS CHOSEN, TIGHTEN JOIST AND STRINGER SPACING TO 12" o.c. 1 /4" = 1'-0" ., A ! N � 0 N w m w � w � � � Z � � � � w � t� O � a - - - I U Nm -c N � i �m ,O+ a V � � � p o � � •� N � O O � � U L O �� y G > T � I � I � � Z 0 m Z `� W Z � � wz � g�o W °�W� ��o O Y?o _ °Ca� � g' Q N yN�� Z � a m > � J ~ � O � H ��� � �� �� ����� I u� u�Ul� S 2 of 3 ROOF FRAMING PLAN EDGE O ROOF ' 1 /4" = 1'-0" �-------------�-�----�---�� 16'-6" LOWER LEVEL ADDITION SOUTH ELEVATION 1/4" = 1'-0" N � 0 N w m w a w � � — � Z � a � � w � � � � d U Nm .� � � m O e � ' � N N � � p o � � •� N 0 O O � d U r ° 'm � d> I i I � O � H � Z `� W Z Q � ~ wZ �g�o W °�w� a�o O Y?o _ �Q� � g' a N yN�� Z � a m > � � o J �. � H a� m � � ui�� ' IIII �U A1 of 3 � ROO F F RAM I N G P LAN 1 /4" = 1'-0" EDGE OF ROOF EDGE OF ROOF �A N � 0 N � � � a ti r H Z � a � � w � C� O � a - - U �m N C N `� � �� O * ci � � � � � � �� �� •� N 0 O D � � U � O � � d> I i I — � O � H � Z `� W z ¢ � ~ wZ � � �go W �W� a H � 0 Y?o _ �QU �g�Q N (i� N U > z ° a m ' M J ~ � O � H �I IIII II �� �Ib � IW IIII� S 3 of 3