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HomeMy WebLinkAboutB12-0157 Plans Johnson �BB�zE� i �rious l71 i� � GTOizY 17iz� W I NG I ND � X A6 ANGHOR BOLT ,aev Aeove �I �I OWNEZ GIVIL AD AREA DRAIN � � � � � � � � l � � � � � � � � l • ADJ ADJAGENT SUSAN �OHNSON G - I SURV� Y i a,FF a,BOVe FiNisH F�ooR � � \ �� � �� � � � � � � \ / � 95 VAL VALLEY DRIVE ��� ALUM ALUMINUM u v V,41L, G�LORADO ALT ALTERNATE a (q�0) 41G-0955 AP AGGE55 PANEL � � � � � � � � � � \ �� � \ /� � � � � � � ARGHTEGT ARGHITEGTURAL ePS� A�onite�t5, p.�. 1000 S. Frontage Rd West B.o. sorroM oF / / �� �� GPSL A�iGHITEGTS , P.G. AO.O PROJEGT INFORMATION SHEET vail, Colorado 81657 GL6 GE �uN6 1000 5 FRONTAGE ROAD W, STE 102 A2.1 I /8" PLAN- LOWER LEVEL tel: 970.476. 1147 u cASr iRON VAIL, G�LORADO 8165� A2.2 I /8" PLAN- UPP�R LEVEL fax: 970.476. 1612 GJ GONTROL JOINT (q�f G) 416-I147 gpslarc i ec s.com �. GENTER LINE A3.02 I /4" PARTIAL ELEVATION- NORTH GARAGE GLR GOLOR cMU coNCRe� MASONRY uNir GIVIL ENGINEER GO GLEANOUT co� co�uMN EA6LEVALLEY SURVEYING N N REre P.O. BOC I230 � � I coNr coNTiNUOUS EDWAR�S< GOLORADO DO DOUBLE WALL OVENS � _ DW DISHWASHER ��1�� �'q -� 4�6 EQ EQUAL � W FD FLOOR DRAIN � Q FDN FouNDa,rioN STRUGTURAL EN6INEER PIN FINISH � /�' FLR FLOOR — �l � I � F.O.W. FAGE OF WALL(STUD,ETG) — FT6 FOOTING � � O II GYP GYPSUM WALLBOARD 6L GLA55/GLAZING O � Q � H.B. HOSE BIB I r+M Ho�LOw MeTAL GENEP.AL GONTRAGTOR � }- � HT HEIGHT �D � W '+- INSUL INSULATION INT INTERIOR � KIT KITGHEN � J � J LP LOW POINT MO MASONRY OPENIN6 � � �' O MTL METAL X NEG NEGESSARY � � � � NIG NOT IN GONTRAGT — NO NUMBER NTS NOT TO SGALE � � y � OH OPPOSITE HAND OPG OPENING GENERAL NOTES � �" ' �.���°' - -, O PL LAM PLASTIG LAMINATE - ' � � � • � 4 �� y n N � � � r' � `� � — — � PLBG PLUMBIN6 - _ - . -- -� -' f � � _ � y�r: � � `r PL PROPERTY LINE I. GONSTRUGTION TO GOMPLY WITH 2O09 INTERNATIONAL � � - -' ♦ f - - . - � L PLWD PLYWOOD RESIDENTIAL GODE AS AMEN�ED AND ADOPTED . _�� - � ' � � � �� � � ;r� f� IF BY THE TOWN OF VAIL. � r - - �• < - . �'� � I--I R RISER 2. ALL DIMENSIONS ARE TO FAGE OF ROUGH STUD, � . . - - � � ,�''�r i�� ���`� � O � IF ` � f ` ` � L FURRING, OR GONGRETE FOUNDATION WALL, • f � � " �' 4'+� � RD ROOF DRA I N � p,_ : � � � - ,� . , �, . � :� r - REPL REPLEGTED GENTERLINE OF WINDOWS, DOORS S POSTS U.N.O. ` ° . , � ; , ., REQ REQUIRED 3. GONTRAGTOR TO VERIFY ALL DIMENSIONS e NOTIFY ., "- � r 4�! , � r��� �. J � •. - �r' �' ` I ARGHI7EGT OF ANY ERRORS OR DISGREPANUES ' �, �� f � ' �.�r " REV REVERSE BEFORe BEGINNING WORK. I , •.•� ' � ���S: ��� ���• s �� '� � r' �pi� �" � • • � I 2�+� RoueH , �� w. � � .' * ..;,..` ,� RD ROU6H OPENING 4. DIMENSIONS GIVEN ARE SUBJEGT TO FIELD �` k ♦ 2 ♦ � ,, � � 4 � � -' �;�'� GONDITIONS AND MATERIALS a METHODS USED. �` � ` � � , �► RM ROOM GONTRAGT02 SHALL FIELD VERIFY GRITIGAL E � ` ' ��' MINIMIIM DIMENSIONS AND GLEARANGES AS o copynonr f2EQU12ED BY APPLIGABLE BUILDING GODES. �� , � �' ccs� nrenne�re. a.e. SEAL SEALANT � � , . t '� nuai9maaoeeNad SHT SHEET 5. DO NO7 SGALE DRAWINGS. GONTAGT � ' ' 7' ' � ^. � + � �� �� � SIM SIMILAR ARGHiTEGT FOR ANY pIMEN5iON5 MI551NG OR 4 ' �� � *+°"�� ' � � � '" ��' 506 SLAB ON GRAD� ���e�ie�e. � .. � ` � ' " � '^ �:*; , i o�, � � 1 �r ! ,n�, do�„ma� e � a SPEG'D SPEUFIED - "�Y- '� �, ,�� ,. � �� IIqS VAIL VALLEY DRNE poo�.io ma �°. m° 6. FooriNVS ro ee ee�ow FROST �we e oN �v�',�-; . SINGLE FAMILY RESIDENGE �e �n a�nl � � � SPEGS SPEUFIGATIONS UNDISTURBED SOIL RE STRUGTUW�.L DRAWINGS. �L � � # � • 1� � v'o�,ryot �vs� ncnn i . r.c.. S7D STANDARD DEPTHS.GTOR TO VERIFY FOOTING GONDITIONS e , , � � � s - , . � ,#k ' a�aisrynao aa. n i �m ro� y m p o�a�i ST�R ST�Rf\6E I � . h , rmourme �.nn �n Hano� . M1 ' i He� �. c�on « s�a�ey scnum. l. AL� IN7ERIOR AND EX7ERIOR PARTITIONS ARE 4 � � F S ��' t Yy.� � � ? � � k '`- T O B E 2 x 6 N O M I N A L F R A M I N G U N L E 5 5 N O T E D ����� � � � �! �" L , � � � LOG,4TION PL� N T TREAD � i � Ww;.' .R� �� . - 7• � �. � .S e �'�s�F� �� F��� � � . ' OTHERWISE � �� 7�j TEL TELEPHONE ' - � i .�^ r �4�if� � .� � NO SGALE THK THIGK/THIGKNESS 8. ALL INTERIOR AND EXTERIOR PARTITIONS ARE 1w1� � !� �a � �l ��� ��� r•���M� . ( ' � �a ; nl _y Date: L ��i � , , . c$ . _' yt'� � � � t�„ ' ' � .. } ..� . 4J� rff I MAY �012 TYP TYPIGAL TO BE INSULATED W/ FULL DEPTH INSULATION - - U.N.O. SEE P20JEGT MANUAL FOR REQUIRED 6RAPHIG KEY TO MAT�21AL5 DRAWINE� SYN�OLS R�OOM FINISH SGI�DULE DRB T.O.D. TOP OF DEGKING AGDUSTIG GAULKING AT ALL PERIMETERS a APPUGATION T.O.S. TOP OF SLAB PENETRATIONS. ALL INTERIOR GEILINGS TO HAVE -� II'�! EA4'� i/ GHU F OoR OR j'' REV I N $EE �}y7ERIOR DRAWINFlr T.O.TP6 TOP OF TOPPIN6 AcouSnc wSU�AnoN. - � s�or eLevn.nor+ � �r�oQ r-otx irtr�xioFr Fixis�s � � STONE PLYWOOD X DOOR NO. G�ILiKS NEI6M 9. SEE LANDSGAPE AND/OR GIVIL PLANS FOR i i i O N ROR Rppn� ry,o-�E�HynpGa v vr.aiesrs�.ovem U,N.O, UNLESS NOTED OTHERWISE EXTERIOR AMENITIES AND SITE GONSTRUGTION. b�i ��OL�N �e vnwreo ..ieer.ns O F FLAT GEiLIM V VARIES .-T �- GONGRETE O-( INSUCN PEft SPEGS x WINDOW 1YPE _ _ � �w�� 10. ALL WALL, GEILING AND FLOOR/GEILING ///��� ��^ PLOOR — w.x — —r::.iu — GGILiN6 O � SEGTION NO. W/ W ITH GONSTRUGTION IS TO BE 5/8 " TYPE 'X' GYP c unve. . vno � unesrar+e ri�e e�v .emineo e.= er .exrvaeoarP BOARD. THE USE OF THIS PRODUGT MEETS FIRE � SOD/6RA55 � RI61D INSUL'N � HOLLOW Mn �O SHEET NO. � sv.�eocouc sr sroNe as snc�msrv es svarnverP �^f�� WITHQI�T L LIME5TONETI�F T iILC 6T PIR[iwPQO6+P bT P�RGTAPE06�'P. SEPARATION REQUIREMENTS BETWEEN GARAGE d sr s.oue v vivv� > vusan . P.r.sree -. -- ' - . WG WATER GLOSET OTHER OGGUPIED SPAGES. * *��E W �� s s*ucco s sn.eco ' �1 W/D WASHER/DRYER 0 � 6 rzbH sTUV XX wnLL TMPe x DeTni� No. rv ,woo w �.000 ..000 Q� �Q.��P9 � v viHV� r ri�e r ri�e ��r AI2 S+iEET NO. ^ W.H. WALL HYDRANT �� P�pp5�p � � exisriN� r�� I / WT WEIGHT � STEEL �FINISH WOOD GpNTOlA2 - - GONTOUR 2 �/ ti > �� ���T�� �� �� �% i Sheet Nvmber � O . O N.E. CORNER OF LOT 3 SURVEYOR'S CERTIFICATE MOS.& M INL S. NoP 2568 I, Stan Hogfeldt, a Professional Land Surveyor registered under the laws of the State of Colorado, do hereby certify that this topographic survey was made by me and under my supervision, and that the survey is accurate and correct to the best of my knowledge. z --------------------------- - - Stan Hogfeldt �°o Colorado P.L.S. 26598 �: TR A C T A LOT 3, BLOCK 2 � oate:_____________________ VAI L VALLEY FI R ST FI LI N G VAI L VI LLAGE, EI GH TH FI LI N G LOT 2, BLOCK 2 � o SCALE: � " = 20' VAI L VALLEY FI R ST FI LI N G � ° � , a \f �/ � ADRIVET ELEC. TRANS WOOD �� / , " 9 ° � ° ° HOLY CROSS ELECTRIC ASSOCIATION FENCE /a a ° a ea ° � i WOOD ELEC METER UNDERGROUND RIGHT OF WAY EASEMENT _ � ° ° a � � XFENCE S 89°23'410. � - 271 .94 PHONE PED e � �� 99.94 �_x x x x / _ � 19.15' 27.5 1. x x X N 00 36 19 E - 1 .00 � � a � � ,ti ' � � �'� �' .,\ 0.4' i o, o.�' 65.1 ,, PREV. FOUND PLAIN o.s' �I'� o. ' - ,5� �° _18 7 aas , r//��o.s' 4a 3' 10' O� No. 4 REBAR - - � � �,�� - - _ ROCK ::c: J +42_ ����43' - 42 1�0� ^C� � �: a , � 41.2 -42�1 °� UTIL. PED. .0����, , �� �� 41 41.1 41,2 �40.6�" 409 40,1 � I 41.0 o�/ , /�o�`b' 27,6 + ai,i [7`=�,�� 40,9 +ao.� 10' �^� o `° --- - � U, 18.1 c'' 15.8 ��g� a %/ � EASEMENT � ° FLAGSTON 5� + 39.7 ,, a , �p W � 17.7 PATIO a24i.s' �� ENTRY .p -F 40,5 �` � a �� W � IO � I O� �� �� �L � � � _ _ + 40.4 � e > » ��,� � � � � � � � � O ��R����� � � � � v' 2 STORY FRAMED RESIDENCE 4i,o 13.4 � � + 39.9 ER I=81 46 12 / °a ° � � r�� � 27•6 � ROCK VENEER SIDED � � a/ ROCK PIER/LIGHT �vooU o %�)o ��0 17.7 9 5 I 40.9 + 40.4 I � R=125.00 � a�� � O / ���o����,� o �i+ 4o,5 � o TRACT E L=178.39 ' ( ,� � '� "°. � ���`�/��CJ 4.0 �' C9 /./',,�° �e � � � � � � � � � � 40�9 I o NOTES: � �, . .,�o o � o 0 0 0 � o ��o � � � ai,i � U! � ��: ��' ' '°�� � �o 0 0 0 0 o PATIO�ELOW � T � . � � ASPNALT : �- �� ' � o � � � o / ao.s I O 1) DATE OF SURVEY: 11/17/95 /'1 . . r G 4.0 DATE OF UPDATE: 3/29/12 �.` . . . . . .. � .oai�r� ..�..a.�.e� - � � � o � . , . � '°�.� �/�`-� ���� 0 9.5 -i� 40.9 2) SURVEYOR HAS MADE NO INVEST�GATION OR INDEPENDENT SEARCH FOR AMENDED . • . •' .�'� �o�c��o�� 17.5 5�2J+ 40,4 I 3s' � PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, .�. .. � � P o o � RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER :..":� / �� ����� � U, �'I � � FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. '�,� i� o 0 0�0�0� � � a, c�+ + ss,z � is�I 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL 28 8 5.8 ��'5 15 8 �2'8 � 38 37 I W ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS v, �' � �� 39' o W AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY o �8.0 0 ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE �� � � ° �'�`�� �° � � � � THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN (r a � -�o�o o m HEREON. �o o � 4) 1.0' OF SNOW ON LOT AT TIME OF SURVEY; SOME FEATURES MAY EXIST O� iO�� I z� BENEATH SNOW THAT ARE NOT SHOWN ON THIS DRAWING. A = o� 26.0 5) BASIS OF PROPERTY LINE LOCATION: PREVIOUSLY FOUND MONUMENTS AT -• � 22.2 LOT 14 2•5' ROCK WALL I NE CRN LOT 14 AND THE NE CRN LOT 3, BLK 2, VAIL VALLEY FIRST FIL�NG. � I ' 0.539 ACRES 6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE � 1195 VAIL VALLEY DRIVE ,, AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD `� I ,�� BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND ^ SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. O\ 7) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF N 07�37�29�� W - � 0.79 ��� EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED. � � � 8) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN I-90�00�00�� � PHONE PED � � OR CONSTRUCT�ON IMPROVEMENTS ON THIS PROPERTY, THE TOWN OF VAIL S H2�22'31 �� W - 30.� q- SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. R-� �J.00 FIRE HYD. I-� H�3O� N 79�07�29�� W - 15.32 9) BUILDING MEASUREMENTS AND TIES WERE TAKEN TO BUILDING WALLS AND L=23.�JG WATER VALVE R=335.00 CORNERS PRIOR TO THE 0.4'-0.5' ROCK VENEER COVERING AT THE TIME OF UPDATE. L=� OH.� 7 10) BUILDING SHOWN WAS LOCATED AND MEASURED TO VARIOUS EXTERIOR MATERIALS. STRUCTURE AND DIMENSIONS SHOWN SHOULD NOT BE RELIED UPON FOR ADDITION VALLEY �RI VE DESIGN. v AI L 11) POSTED ADDRESS: 1195 VAIL VALLEY DRIVE. �50� 12) GRAPHIC REPRESENTATION OF STONE VENEER ADDED TO NORTH & EAST WALL LINES. IMPROVEMENT LOCATION CERTIFICATE R. 0. I�� \ ''� J 13) 1' CONTOUR INTERVALS. I hereby certify that this Improvement Location Certificate was prepared for SUSAN JOHNSON that it is not a land survey plat or improvement survey piat, and that it is not to be relied upon for the establishment of fence, building or other future improvement lines. X.X" DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER. I further certify that the improvements on the above described parcel on this date, 3/29/12 , except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, except as noted. I M P ROVEM EN T LOCATI ON CER TI FI CATE oate:_ _______________________ P A R TI A L TO P 0 G R A P H I C S U R VE Y ----------- Stan Hogfeldt LOT 14, BLOCK 6 Colorado P.L.S. 26598 41199 HIGHWAY 6 & 24, EAGLE-VAIL VAI L VI LLAGE, SEVEN TH FI LI N G P.O. BOX 1230 UPDATE: M. POST 3/30/12 TOWN OF VAIL EAGLE COUNTY COLORADO EDWARDS, C0. 81632 UPDATE: PATRICK FILLIETTAZ 11/22/95 > > (303)949-1406 M. POST 9/13/94 JOB N0. 1921 D�4tE: 04/24/12 I 3/4 x a Y2 LYL LEDGER FILE: Jo nson-SI WITH (3) TLOKO6 TIMBERLOK F?STENERS EAGH STUD D , B REYISED: REYISED: . � � � J Z � � � � D� U410� �' � � � � � (2)-I 3/4 x a Y2 L�/L = . . � . . IU52.37/�i.5 ? IU52.3�/q.5 — . J �. . z o HANGERS TYP. � � v . � � � x x. ��y � `� l ry IU52.37/a.5 - — HANGERS TY . ' �. 3j y ' ' z � � � - �'y O � ' o I 3/4 x q Y2 LVL LEDGER `� WITH (3) TLOKO6 TIMBERLOK FA�STENERS EAGH STUD x +� - N -: ,�,1' � � . . . . . . . 0 0 �� ,.i I 3/4 x a y2 LVL LEDGER � � N � WITH (3) TLOKO6 TIMBERLOK ,� i � � F�45TENERS E�GH STUD O � � � O ;� _ � - � r ❑ ❑ �� � � N � � � � � � � � � � � '@ '� -- ���1���� �10��� � ,� _ � � ..-� `4 � > m Thie structure has been destgned to meet the req,uirements of the 200q � International Residentlal Gode with amendments as adopted by the Town of Vail. ❑ ❑ All omisslons or conflicts between varlous elements of the worktng drawings and/or speciftcattons shall be brought to the attention of the Structural Engineer before proceedtng wtth any work so tnvolved. The General Gontractor shall vertfy all dtmenslons and conditlons at the�ob site and shall be responsible for the ❑ means, methods, techniq.ues, seq,uences and procedures assoctated with this pro)ect. �urthermore, he shall be responsible for coordinatlon of all work and materfals Including those furnished by subcontractors. The Structural Engineer shall be contacted during the constructlon phase to make the�ob site Inspections necessary to confirm that the actual field condttions are consistent with the � design assumpttons and that the constructlon is proceedtng according to the �lans and specificatlons. Live Loads Used In Design: � Floor 40 psf Earthc�uake Selsmtc Zone G Wind a0 mph, 3 Second Gust ���G I � I ��� I ON�� � � All framing lumber to be #2 Doug-Fir or better. � All Mlcro=lam's to be manufactured by the Boise Gascade Gorp. and conform � to the allowable stress reqyirements for a I 3/4" 1.8DF Mlcro=Lam LVL. All BGI )oists to be manufactured by the Boise Gascade Gorporation. All connection hardware to be by the Sim�son Gompany. � � � AII floor decking to be 3/4" G-D Int-P�PA 42/20 T�G plywood. Glue II � sheathtng to�oists with PL400 and nail with IOd � 6" O.G. at panel edges ��� and 12" o.c. In the field. � � � � I '" � o � � — � � `V ll � a � � � � � —� � � � � '� .�/1� � � � � � � � ❑ � — � ❑ � ' ''� � � 0 � � � � � � B — � � � — � U��� �� X �� � � I ' I I I �� ��� I V� I/4" = I'-O" NOT�: SHEET NUhIBER �� INDIG�4TE5 DIREGTION OF �i� BGI 6000 I.8 JOISTS � 12" O.G. TYPIGAL UNLESS NOTED OTHERWISE. NEW INTERIOR BEP�RING WALL TO BE DOUG-FIR 2x4 STUDS � 12" O.G. �LIGN 5TUD5 BELOW FLOOR JOISTS. � I %F � . I I ��''y ' r ..-- ° � ��1 . . . . , , . . , . . . . . . , . . . . , . . .. . .. ,�Y . .. 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