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B14-0342 plans approved
..,..�...�.,_.�... kSSUE RECORD ��;,����� /' 49/17/14 �� A 4. 01 l/ ��`~� _ ~�� � � C7t:::� i� 9/1 ?/14 '" t � Revision � � j� 5 � € ' � � � � 7 `ry u �' � r �� � i ` I � _ � � , � °°� � � ' � I � j ��� �� 26 3$ � � � I � , � � � { F � � � , r � � � � � _ , I , � � j � ? � ; j � ; � -��.�`�~-��.� ______ _ ! � � � � I ' � ! ' � : , ' � i � � � � i � � ' � � i ' I j t ! � � � i I ; ! ; � / J ; � ! € � , , � , , ; � ' � � ; ; ; PRCJPC� � � D MAIN LEVEL� / � � i F ` j � � , � � � NEW RAILlNG (TO MEET 2Q12 E � { , i , � , � � 1 i , � � � � � ' '� I � ' i � ' � � I I � 1 I � ! ; � � i � � � I � IBC) TQ REPLACE EXISTiNG �„ � � �"C) X . 1 � � � � F � � ' ; ' � � � i ; � � ' � � � � ' ; � � I � � a , � � � � � � I � � ' � � � ' � ! � � � � ' ' € � ! � � � ; , � � � I � � � ; � � � EXISTING DECK 1 ` i i j � � ; � � j ( � , � ; � � �7a 8384'-6 „ � ... ��.�-� � ; � � I � � � �� 1 � � � � � � � � , � 1 1 { I j , � � � ' STAIR TU BE CONSTRUCTED WITH 2 2X10 NC7TE : ALL STAlR TREADS � � ` � � � � � � � STRiNGER� W {TH 1 2X12 STRINGERS AT TO BE 2X12 , TYP . � � � � i , � � � j CENTER QF STAIR . E � � � � ! � I - � � � � � } � ! I ! � � ��- � ; � � ; � � " i � � � � � � F � ' f � j ! � 4'- 1 �" — �TA1R TU BE CONSTRUCTED WITH 2 2X1 � �.J °o � � � � � ; I I � � � � �, r STRINGERS WiTH 3 2X12 STRINGER� � ' ; � � � � � i � � � � � ( � � ,� � EQUALLY SPACED UNDER STAiR . �'� � � N � ; , I � , '°� � i ' � -- REBUILD EXI �TING LANDING , , ! � � STAI F{ L� �° f � � ; � � � � GUARDRAIL. HANDRAILS T4 MEET 2012 1 1 � ; � � � I � ? I � � � IRG (SECTIt�N 1 Q12) , CC�L4R TO MATGH �� _� � y , � � � � � , � EXISTING , MAX. RISE 7 3/4 , MIN , TREAD i , � I � � � � � � � I � I 10" . DESIGN LOAD 100 PSF, TYP . � � L� � � � � � � d , � � ; � � � � � U"� N � � ' ! � I � CU �—' *.t �° � 3 y � � j ; ! � � oo t i � ' E I ( �_ __� 2X6 DECKING ON 2X12 AT 12" {�. C . TYP . �� � c�0 � 1 � � � � � � � � � � , � � � � ° ('"`� ; I. I i � ' � � i � � � � -- 4�J� ---� � ,a i � � � � � � � � � � , � � � 2 2X12 HEADER , TYP . � o I I ! � � � � � � � � � - � � � � � � � � � � � � � � ` i � i � � i � C �� .,_, GL A 4.01 # 4 � � � � � � , � � � � i � � � s � � � j ' � ` ' k 2 A 5.01 1 {� '� . f � � j k � i C I I I I t � � � f '_� \\yw� � � � f I � � 1 ! i ! 1 1 I � � � � ( � � � � � I ; I ! I i 1 I i � � { � � ° � � ; L _ � _ 1 _ ! _ _ i_ _ L _ 1 _ � _ _ � � � I �, � , I EXIST1NG DECK -� - --- --��- � , � ; ; ' , ' � �� � — 6X6 POST WITH SIMPS(�N CO�UMN BASE !�� � � I ; PROPOSED DECK � � ON 8" St) NATUBE CC7NCRETE BASE , MIN �� � � � I � � � ; , ,� � [ � � � � � 48 DEPTH , TYP . '" STAIR TC� BE C{� NSTRU �TED WlTH 2 2X10 ` � � � r � , � , � � � � � � � � ; j ; � STRlNGERS WlTH 1 2X12 STRINGERS AT � CENTER QF STAIR . � � � j � � � � j ; �.. � � �� � � l� � � s f � � y } I � � � � � . � �_ `�- NEW STAIR GUARDRAIL. HANDRAIL.� > I t � ' i � 1 � � ��_ � , � [ t � ; ( t �TAIR T(J BE CONSTRUCTEC� WlTH 2 2X10 ��� � � �� �� TQ MEET 2012 IRC (SECTION 1012) , _ j � �� �� � � � ; f ! � � 1 � � � { � STRINGERS WITH 1 2X12 STRINGER AT GO �(JR T(J MATCH EXISTING , MAX. E I I � � ; CENTER QF STAfR . � RISE ? 3/4" , MIN . TREAD 10" . DESIGN I � � � � � � i � � � � �/�� � L.(�AD 10(T P� F, TYR . � � N4 MAIN LEVEL I � i f � � I � � � �� �� ��� � INTER [ C} R � � I � � � ; � � ALTERATIONS � I � � � � I, � ; � �� 2 2X12 NEADER , TYP . � � � � E � � ; � � ��� �>:� ��� ,...�, � � � � � , NEW REDWOC.� C7 DECK ABQVE � � � � � I � � „ I � � - — , CAftPCJRT �a 8384 -6 (TO MATCH 6X6 PC?S�T WITH SIMPSON CO�UMN BASE � � � � � � � T{ � HEIGHT UF EXISTING DECK) QN 8" SONATUBE CC� NGRETE BASE , MIN � I I i � f f i , � � � I � � .A.y-" � I � � ` � !� 0 �� 1� � ; � I � � E � 1 , Q __, l �� 48 DEPTH , TYP . � � � � � i � I � i j � °,,�'�`� `� �`'�'E:'� � � i ( � f � � � � � � i i , � � ��� ��'\�� 3 � , j , �� � ; _�___ , � � � ' f � �w � �' A1A4 � � I � � � � ( I � � � , ! � I I ' � � i r � �`}''� �C,,�`'' � � � k � � I i � � € i `�'�'S ���� , � � � � I � � . � �i � � � .�ti..---� � � � � � � � � � ! 1 � � � } � � � i I � � � � 1 ; � � � I I � ! ' � 9 .20 ± � ` ` � � i � j � � ! i � � � � � � � � � � � � � � � ( � I � � � ( � $�„;: �.��� ,� �� ���,,,,� + � 3 � k ; � � � � i j I � � � � ` f � � � � ,,� � -._ I � 1 r € ; , j � � , � � � � � , � r � � NEW RAILING (TU MEET 2Q12 ! BC) , k : � � x ' � I � I } f COL4R TO MAT� H EXISTING } � � � � ; � j � � � � ' � � , � � t � : � ,, `ss � i � I ? f i � � � � � � � � � � � � � � � � i � � ; ;��r�� � � � � , , , � , > � ., 3 4� � �3 � � � ; i � 1 � p ,� , , ; . _.� j 'M. ,, ` :� r. �.s �.�. . s .w+�.um, �,,.e.�.«+:rn�xmm. m.,>ramu 31 .20 � � � , : � . , �.,� � .� �._� � ~ � '�:, , �"`° :� w r ��. s z � ` ;' �� " � �� °3 . � � ��u � : `_ �� �� �° � �°;, 1650 Fallridge Road, Suite C-1 � � � , � � _� � - > r � Vail, �nlorado 81657 t ,, „ � .n �` /y '� �+ C°� � f. (970) 476-4901 p. (970)476-�342 V ` . 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ADD AODENDUM ENG ENGINEER lLV LONGLEGVER71GAl S SOUTH PARCEL NUMBER: 2101 -111 -01 -023 ADJ ADJUSTABtE EOS EDGE OF SlA9 lT UGHT SC SOLID CORE AFF ABOVE FINISHED FIOOR EQ EQUhI LTl LlNTEL SCD SEAT COVER OISPENSER AFG ABOVEFINISHEDGRADE EQVIP EkUIPMEMf L5N1T LIGHIVJEIGHT SGFlED SCHEDU�E Subdivision : BIGN(JRN 2ND ADDITIC7N Lot: 9 AG AGGREGATE EXIS7 fXIS71N(3 LVR LOWER SD SOAPDlSPENSER AL ALUMMUM EXY EW'ANSiON SECT SEGTION R200730251 MAP 11 -14-07 - AlT ALTERNATE EXT EXTERIpR � M MASTER SP SQUAREFEET ' ANCH ANCHOR MACH MACHWE SGIT STRUCTURAIGLLLtAMTiMBER APPRQX APPROXIMATEIY FAS FASTEN{ER} MAS MASONRV SHLVS SNELVES APSH ASPNALT FBO FURNtTURE BY OWNER MAT MATERtAI SHR SHONlER ARCH ARCHRECTURAI fD ROORDRAIN MAX MAXtMUM SHT SHEET .. 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DIRECTIYE GALV GLAVAN�ZEO 4FF OFFICE THR THRESHqLO BUILDING C4DE: 2012 IBC GCN C�OSEOGIRC4I7TELEViSiON GB GRABBAR OH OPPOSITEHAND � CEM GEMENT GCMU GI.ftZED C6NCRETE MASONRY OPCi OPENING TMRU THftOUGH TO TOP OF CER CERAMIG UNiT(S) 6PP OPPOSRE TOC TOPOFCONCRETE LONST(�UVTIUN I 1 PE. V �� CFL GOUNTERFtASHWG GD C=RADE OTO OUT5IDE-TPOUTSIDE � CG CORNER GUARQ C3EN GENEftAI TOV TOWN4P VAit � . TOW TOP OF WALL . . , . . . . . . . . . . . . . . �'� ' ' , CiP CAST iN PLACE GFP GAS FlRE PI.ACE PAC PREVIWSIY AWARDEO TPN TOIIET PAPER HOLOER � ' � � � � � � -� � � � � � - � � ��� � CJ CONTROLJOINT OI GAIVINlZEO �RON CONTRACT TPTN TOILETPARTRION � . �� � � � � � � � � � � � � � � � � � � � - CK CAUIK{INC+} Gt GLASS PARTN PARTRION N TEIEYiSION � � � � - �� � - �� � CL CENTERLINE GNO idROUND PF6 PREGABRICATED Typ TYpICAL � - � � � � � � � � �� CLO CEIUN4 t3R7 GROUT PH PHONE � �. . . . - . . . . . '. . . . . � � .. , . � . . Cli. 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N i` � � � � Rl RAlN IEADER � � � ! � � I � � EJ FJ(PANSION JOINT . . � . � El EIEVATiON �M �M��� RO ROUGHOPENiNG � //'''� EIECT ELEC7RICAL gL �e�`4RY ROD ROOFOVERFL4WDRAIN � OWNER'S REPRESENTATIVE: JAMEB A. NELSON 1� �.1./ " 49 RQLLING LINKS CT � �' � SPRING, TEXAS 77380-3996 W � � � (� P : 281 . 364.7648 � Q � �� ' �� \� . � � � � �_ V � � 1 ' � 1 V �� c: � � s. szs.a7� o � .,...1 � .�?, E: jimnelson46@outlook.com � J Q t � � � d� ROUND ARCHI7ECT: BILL PIERCE, PRINCIPAL IN CMARGE Q�C3 Q WI WI7H ° QEGREES PIERCE ARCHITECTS � t�"? � t PLUS QR MINUS � PRQPERTY L1NE 1650 FAL�RIDGE RD, C1 VAIL, CQLC3RAD0 $1657 _ � P : 970.476.6342 �� < ANGLE F; 970.476.4901 < � CENTER LINE E: bill@vailarchitec#s.cam � CONTRACTOR: JOHN CLOUATRE � � �;A11V I � � � � � V � N T I Q � � ASPEN GROVE C4NSTRUCTIC7N INC. � P : 970.471 .4857 DETAIL DESIGtJATOR �� QpOR DESIGNATOR 1i WALL TYPE E: jahn@agcbuilds.com 1 S� DETAIL NUMBER STRUCTURAL ENGWEER: TIM HENNl1M � � � � � � � KRM C�NSUL.TANTS ING. 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Q1 � SITE P�AN propased � PIERGE ARCHITECTS Q8i27/14 � N�A fi,�`�.'� � � ,`���, F , ,� � � . 02 LOWER FLOOR PLAN existing -�� PIERCE ARCHITECTS Q8i27/14 N�A � �} � LEVEL INDICATOR �E���A A 1 , 03 MAIN FLQQR PLAN existing j PIERCE AR� HITECTS 08/27/14 ' , =- ;', �� � OF DRAWING A � . 04 � �4FT PLRN existing � PIERCE ARCHITEGTS Q8l27114 �. �" �- � � AQDENDUM A 2 . 0 � � �OWER FL04R PLAN praposed � PIERCE ARCHITEGTS 08/27/14 `��`"��,. _ ��C��'' -�-� °° "0 A 2 . Q2 MAIN FLOC7R PLAN prapased ! PIERCE ARGHITECTS 08127/14 '�S 4�� SPC?T E�EVATION A 3 . 01 I EXISTING ELEVAT { C� NS ; PIERCE ARCHITECTS 08127114 A 4 . 01 PRC?P4SED ELEVATIONS � PIERCE ARCHITECTS a8127/14 ' � ' � � �� '�� �.� Y� A 5 . 01 � DECK DETAILS j ; 08/27/14 -, � �.� �� � �� � ��� A� �.� R � � � �..r � ��� � � � �.1 � A 5 . 02 j DECK DETAIL� j � 08/27/14 �- ; < �� � ��, x���� ������ � �� � � � ,� �������� � �: � ; t � "�-`��'�.a"',•����'u �" ....- 5 � , t � } } � #��'�'a;t�'�''�� �„ �? �'�. +t e' ? �,�. s.�¢ �€aqt{ `"-"�`�v � `r�# ... �� � _._.._� s '�{"M`��'�k'n a�i" z �+'a 1 . . . 'S ee� €°€�"�'�.���" �` -5�,�'.�'+"� _ — n � 1 ��� f f 4 4 ' ' 4 , � t 5 S } 5 j � ����'k'�,��v��'�{� # Y,��a`:-� vs� � � + �� � � � � � � � � CQMPACTED DIMEN5IC}NAL ��� .� �-�� :� �� }� STONE PAVERS � � ����� � � BAGKFILL LUMBER ������� ���- " °��,�� � _ � :r����� � �� �, � � � �� � E �� � r « . ' � "�" �'�t "� � .��' ��: �.. ` � S 1 � `y,. � � ' i� �`n tF rv k - Q,hM�j`� � j � V S { � 1 1 � � � �?: 1 � � ,� � � ��� � I"`�'„ `� 5<�,�,��?�'"..�� '��a 'u'✓'`c�T'' -� �x �� .-��''L��� � ���{��� +r� � . r \ � . ' � J� �'/ ` '.' � . � �����S.w�'N'';��"��'��x��'8��� `� � a���`� � � ` A \ ` ' ..5�- � � f i { � 1 't t � � ��� � ` � ` „<'`.i�.�*:k$#�m:`�'a>i;`'�`s�,�'� -`�:+„�'�t � � ,,,„ BRICK VENEER CMU WQOD ,_ .. r� . _, �.tw „_ .. _ � ! ` � n � - ` i �� %�� n � � ,-, , a 'q ° " i'/ � � � '" /f , . . - � ' ° � � j ��/ f, . . �;,. , . .; . � ��� a�'F , C. I . P. CONGRET� STEEL NEWSTUD '_ � _ ...,�y� ,,� .._ �� . � � ��,�k � ���.,� k. .k WALL 1650 Fallridge Road, Suite C-1 . � ` � � d � " � �� '�� � � Vail, Colorada 81657 ° � � _ � � � ,� , � � � �� � � �'�� � �� �� �� �,.� �§ �� ��� � f. (970) 476-4901 p, (970)476-6342 � ' . . : _._j r � � h �'��� 5°� �, � a�� �� � ��� __..___._.__� � � BATT INSU �ATIQN RIGIR 1NSULATfON �u�� ��� ,` w� �� �� m mm vP Y �!�, � � CC�VER � H EET � �-- � � � � . �°� � `� �.��� x�a�ti7, - � . � � _ � ; � � __ � �_ : � � �� ` �.� �.� �� ; ,rM � _ w.�r����a STQNE VENEER CONCRETE TOPPING GROUND LINE � � ■ � � FOUND No. 5 REBAR GENERA� N � TES wiTH � YZ" A�UMINUM CAP L. S. No. 27598 1 . DATE OF TQPOGRAPHY: MARCH 16 , 2001 . ADDITIONA� TOPOGRAPNY AUGUST 27, 2013. ADDITIONAL TOPOGRAPHY AN � TREE LOCATES JUNE 9, 2014. 2 . PROJECT BENCHMARK : SEWER MANHOLE MH 120 L�CATED SOUTH OF LOT 9 IN THE CUL- DE - SAC OF BRIDGE ROAO. SEWER MANHO�E MH 120 RIM ELEVATION = 8387. 0, - , FOIJNQ No. 5 REBAR _ _ INVERT ELEVATION = 8381 . 8 (SEE DRAWING) . �.. WITH A �UMINUM CAP 3. BUILDING TIES ARE PERPENDICULAR OR RADIA� TO PROPERTY LINES AND ARE �. S. No. 20695 INDICATED IN PARENTHESIS ( XX. X � ) . ��, �z<. � , ;; � , 4. THE SO�E PIJRPOSE OF THIS PARTIAL TOPflGRAPH ( C MAP IS �OR A POS5IB�E � ��� , �;%i ,�^ GARAGE ADDITION WITH A DRIVEWAY. OTHER FEATURES EXIST WNICH ARE NOT ",,'V ' , i SNOWN HEREON . � �' �' , ;r � � 7. THE R �CKFALL AND AVA�ANCHE HAZAR� S ARE DERIVED BY THE ANALYSIS " MOpERATE HAZARD '� SNOW OR � Y � � �,7 ' � � oEBRis ,avA�aNC�+ ES � , � F; � , ' � , � � � ;° � ��� - � � RAPHI � � � AI�� PREPAREO ON MAY 10 , 2001 BY Af: TNUR I . MEARS, P . E. , INC. NATURAL HAZARD j , � : � • r CONSULTANTS AND PROVIDED DIGITALLY SY THE TOWN OF VAIL � , �.;"t '' ' '� '' f`F'�'% ' `� � ` 10 0 5 10 20 . � f � �, �`.e !�J / � / / 8. PEAK LAND CONSULTANTS, INC . 0( D NOT PERFQRM A TITLE SEARGH OF THE � ' � , � ; ��` .�` r �E'� , � � _�` � SUBJECT PRflPERTY TQ ESTABLISH OWNERSNIP , EASEMENTS OR RIGHTS- OF- WAY OF , ; ' � ` . f � � / � �� RECORD . RECQRD DOCUMENTS UTI�IZED IN THIS AMENDEO FINAL P�AT WERE � � ' � ` � � ` � � ( IN FEET ) PROVIDED BY LANO TITL` E GUARANTEE C4MPANY. ORDER No. V50019067 , DATED ' � % < � � � A � � � APRi � 20, 20� 7 AT 5: 00 P. M . � � _ � � ° � � �� � 1 inch = 10 ft. � �. ti , ` � � rr - 9 . NOTICE : ACCORDING TO COLORADO LAW YQU MUST COMMENCE ANY �EGAL ACTIdN � / / �` f7`� � , 8ASED UPON ANY OEFECT IN THlS SURVEY WITNIN THREE YEARS AFTER YOU FIRST MAXIMUM EXTENT OF � / � � f " �` � � '� DISCOVER SUCH DEFECT. ! N NQ EVENT, MAY ANY ACTION BASED UPON ANY DEFECT ROCKFA�L HAZARQ ' ` / MAXlMUM EXTENT OF � � �, 1 � ;� `/ . IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE QATE OF ROCKFALL HAZARD -- , - � $ssa.2 FOUND No. S REBAR CERTIFICATIQN SHOWN NEREON . � y '� � � , ��- , ' • ' ,� ;, '�'�� ' ,� I „ ,�, �. � � � , t ? � � ,- WITH 1Yz ALUMINUM CAP , , � . ; � �, , + ,,, ` '. � �� /���� � � ;� � - , � �_, r� pp - - � LS . Na. 27598 \ L,� t( Y / / 1 .. .. _ � ��VSJ S ._ Lt� T 8 � � , ' ` , . `` ` � . 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