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VAIL VALLEY FILING 2 LOT 2.pdf
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" _ _ _ _ " _" ` _ -_�� . ,� . - i_ . . - ..�, n . . . �� .. -, ..:. ...r �-,r-. - � -��T�..c �sc� zrc . . . . _ "� � _ � - _ _ 'n�a��iasR=Tlr11'TFF3IIr' n��- . . .: �. - - .. -�—:,^' :- -:.- - v� .- . . -___ . ' . . . . . - . � � ;^ Y/ � Y� � ■ _ N � � n � '�t � � STRUCTURAL SPECIFICATIONS � � 1 ) PowAS[Son Au1qn b�wE upon �ouMd w[S�ui wila b�arinq 9 ) ShaaN Lloorr wlth 3/t " T eM G plyvood rlth �lnlwi span � cspeclty of 3000 p�f aiW aqulvalan! f]u1A prassur� o[ 90 pcf rstinq of <0/70 or b�tG[ and glua r1[h PU00 . Nsil plyvood � to M v�rifted et tir o[ exaevstion . All [ootinge er� to bear rith lod ! 6• oc to ell jol�ts , fie1Q coocdinata xrav optlon . � upon neturel undlsturMd so11 ae approved by [ha enqina�r . 10 ) B�aaLT roofa rith 5/B^ plywood vlth winleu� span ratlnq of � � 7 ) All [oundatlon around psriwlar of structuro ahell hava wlnimiu 0o/d0 or b�tbr . Nall plywood with Bd P 6• oc at pen�l edgae �= N l0 ftoat protaction of le^ to boitrn of Cooting . All toundation end 12^ oc e! lnter�ediete eiesberc . L valle end colu�ne to ba cantereQ on concrate footlnqa unlaso 11 ) Sheeth ell sxtarior well� with 1/2" plywood or oriented etrnnd L X � shown oGMrviee on plen� . boarG with sinieue epan rating of 7a/o or Wtter . NeL vlth Q Q 7 ) All Cest ln pleCa Conewta wsi 6a wed� v1N Poltlsod C�unt Bd @ 6" oc et penal ydgae and 12• oc et lntonwdle[e atuds . and etteln winl�u� co�resaive stranqt� ot ]DO0 p�1 e[4r 28 17 ) Llva loads uewd for decign- � � V day� . Wtiqn baseC upon OUILDING COD6 R6QUIRR16MT9 iOR -ROOC-BO peC snov. " RBINFORCSD CONCH61'6 (ACI ]18 ) , 1992 . -ll00[-10 pof io/ldantiel . � � �� { J RalnLOraing •t�al 1� A81t1 6[aM �0 fo[ 11 bara , �5 end -Nind-25 pel . � a ' greator to W Cred� 60 . Raintorc�rnt placo�ant shell confor� -Harthquek�-2u» 1 UBC . with MANVAL OP eTANUARO PMCTIC6 , 1990 ae preyer�d by CRBI . 1] ) All constructlon iuet oo�ply vith tl» 1991 Un1fo[m Bu1lQing L . All lap eplices to W slnleuw 36 bar dleMterc , ell Aotizontel Coda ae adoptad by the 7bwn ot Vail Bu1lAing Dapertment end tha ralnforcing stal to ba contlnuous eround cornere enA at rall ^a�neral condltiona ot Ne Contreat tor Con�truction^ (AIA lntereectlona . Minlm reiniorc»�t protection : Docusent A7o1 ) . -COncro�s pourrd eqainst aarG� 3" U ) Conetruc[ vell• ee tollov�- , -0one[�G pDUtW Sn [otY 3• -6zterLoF3x6 � 16" x . ' -elebe 1• -Intarior-3i� ! 16" oc . , unl��a noted oCLezvlse . S ) All lu�bar �hnll W Doug-�ir f� e�s or better , all wl�enlxed 15 ) All baa�e , jols[a and rePlar� era to beer upon valle or Wewe � — - - - lusbar �hall M Now-Fir � ] eI6 or batt�r. Prov1M �olid OR ba hung rit� 6IMPSON Strong-Tie hanqare or spptoved puele . � •��.� � blocking et ! ' -0• on oanGr in all dlaphrsges . All coluw to 7.11 connec[ion hardwi� u unufac[ured by BIMP60N 6troog-Tle �� ° �,3 �� ��� Z11 ' IJ�'/� M contlnuous deering to [oundatlon . � or epprov�d aqualc . y � J�f �p ' 6 ) Glulsu �etatiele , sanulecturo and qu�llty control �hsll con[ot� 16 ) All atruclurel aem6ers ere shovn Sn thalr . fSne1 poeitione � �•�� .r� e 1 � � � vlth AI7'C ProAUCt SterMerd PS 56-7] , 87'RUCTUML GLU�D I.AlIINA17GD properly Grsc�O end supportW , durinq wn�truction it eny be � ��� ��p I �/„ TIMBEA and LAMINIITING BPECIFICATIONS , AI7'C 117-e� UE9IGN . n�ca��ary to ehore porGione ot the aCructun whlla oth�r �y slrple �pen hear ahall ba Co�binstlon Sy�bol 2�P-V� wlth 'ro portlon� an being con�[ruaGd. Contact [h� �lructurel • p :O ce�Der . Conclnuous or centilev�red bee�e ehall be Cowbinatlon �nqlneer for consultation ee rpuired . � �� �� , '� Sywbol 2�P-V! wlth no ceWer . Adhuive� ehell confor� vlth tM 17 ) Contrector Sa re�ponsible For all non-�pacifled connecUons , • . '� requir��anU for vet condltlons o[ wrvlce . contect ettuctural anginear for detail� ee r�qutred . 6nqineer % 'A� c1yT11YJ 7 ) Strnetursl steel shell Ea ASTM A]6 or better oxc�p[ pipa to eppcova ell •tructurel eubetltutions . ��N� 9� � �y�y�',.� calu�na wAloh e�ell conCo� to AeTM ASl en� tube eections whiah le ) Contrector L to coordlnet� sll dlephrnqw pene[rationo ( 1� , . �uet con[or� to 718TM n500 , Grnd� B , enohor bolts end bo1G chSnneye , p1a�Ding wwer� , atc . ) thrauqh floore , roo[e end � ahall be A]07 . All etructural �te�l ia to be dataflad , [ountletion valle vith eppropriate sub-contrectora . Genotal EabrlcetW aM e[rctetl ln accorda�� vitA AISC 6P6CIFICI�TIONS , Contrncto[ 1• reiponaLbU toi �eape , nethods , [achnlqu�s , 1989 and COD6 oF STANDARD PRACTIC6. All weldinq Co ba seqaancu , prxeduree ane job-rite safety aesocletad vith this �� pertorrA by e certlfiad w1Mr and con[ore with AIeC end AMS projeat . Gemcsl Contrector Ca verify sll dinenelone and • 6TRUCTUR/W Y16LDING COD6 , 1990 , all alactroOea !o W E6-70YX, el�vetlan� vith archiGeturel dtawi,qe . No[ify enqineer o[ all I All Trubolt Nadqa Mchor� and &ar�ts to be installad ewordinq contllcb or omleaions b�twean vnzious elamenta of the working �'��AR$ �' �6���L, to �enutecturere speci[ice�lons . ArswLnga and the exl�ting conditione befoz� couencing with e ) BCI ' • snA varealama sr� ae manufac[ur�d by BoS66-CA9CAD8 t�at portion o[ the project . identity o[ nll exiatinq h1Ad�n CORPoRATIaN , sae e�op Arawlnqs and unufectarere s[anderd sltuctursl slemrnte Ea�ed upon plans by SIIAPIRO CONSTRUCTION detalL . All built-up Wr�ale� bead �uot ba glued wit� PU00 COMPANY Aatad 7] Na[ch 1978 . �nd nailed vlkh 3 row� o[ 16d �plkes ! 9" oc • Verealer daepar 19 ) All eat�rlela sxposad �o �xUrior and/or �olsture conEillon� � t�en 11 7/8" �uet 6e �6olte4 togsther with 2 rowe of 3/�" n�all be treeted for th�ae conditlone ( ie , chasical tcent�en[ , GSertar bolts @ �e" oc [op and Dottos . Metal X-Breainq �ielninq , pelnting , etc . ) e� rpuirad by code . required B ' -o• on cant�r in cll diephzeges . All sltsrnetes tq be rsvlewed by sngine�r . � ° E VEN �ER kF�M'�.S �� l4RAD� 6D 7�5 Q�hRS HhSor�R�Y h • 1(o"o.c. �RY 2.0 ¢ . • i �� � , ,� - ,� 2.0 9-0 � . � HA%. 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'.� � _� . {a �' .r = y_�— '•. ..: .'� � _ _ . . . . . . . . . . � . .. . . , .. , _ . .� . _ . � . . . . w . . I LOT 11 � BLOCK 3 VAI L VALLEY FIRST FILING I iFOUNO REBAR & WASHcR ; LOT 2 i � S 89° 23 ' 4 � " E � 0 � . � 8 ' WARREN PULIS SUBDIVISIC; �^J i i . 10' DRPJNAGE k UTILRY 1'� EASEMEM I Z , � ; CALF_ : ' „ - � i% � I O � � Ur� SUR�,' E�Y : �i , ' "� J � gS � i � LOT �R2 � � � ;15a� SPRING HILL LANE � ` 5 O � J � O : . , , . , .. . , . - ` m OVER44rdG � .�� '.'� �. ' . � — 44J - - � �� " . i "I 4.5 �� m . . , � _ _ _ _ � � N h,'_ '^� ereby certify � : � , � �^'�ent Locai �cr '.:ertifica ,e was prepared 1t .8 I (D LS 2.2 ;�TY JJOOD cUfv � NU � i ��l,r_ . . O OVERHANG ��. � � � not a land survey piat or improvement survey plat, and that it is I ��� I � � � . �� ��-��u relied upon for the establishment of fence, bui!ding or other future I N t .5 i O u:-.... c-ment linas. Z I � Q � �� 4 DFCK � N , i �_.� t �, ..,r certify that the improvements on the above described parcei on LOT � J I m UNff t oI Q s �:a : e, 8/ 10/95 , except utility connections, are entirely within the BLOCK 3 � 4'0 ooundaries of the par e ex n ' as shown, that there are no encroachments oNO I �: pon the descr �Fa �mprovements on any ad�oining premises, VAIL VALLEY I I W e <cept as indco ad � i ' , �r� Is � c apparent evidence or sign of any I OVEE2HAN� I _ :;sement cros � � �. , _ . , . . said par,o�l exGCpt,as noted. FIRST FILING , � � ��WAY , 4.z 3. _ .. . . I . EXISTING RIDGE ._ --- =�--� • '� • ''� : .� - \ � . 2.0 � � ELEVATION: 8298.8 S 89° 23 ' 41 �� E 47 . 89 ' ' ' }' 9 � ��� � � \ • � � r� �gfeiik � FOUND PIN & CAP/� �1 DRIVEWAY I -- -- . . �~�� � . L�' ���8 - L.S. 18827 8�, � � NEW RIDGE , -, ` u � �; ELEVATION: 8296.8 � ' /' -- — -I • N 59° 23 ' 43" W / � ° � r.� z3.� 0 � � � _ _— �- __- _ PARTY WALL I � � i ' 1�,� � :- CF ,V . .. i .�. � . .. . . 6"� i � _R�� Flr F ":�c,-c �� DRIVEWAY ' � � � ' '�-�� . � � r � ; � � ! % V DECK � � �.� ti , i �:�: � \ UNIT 2 � / a`'� \� - �' I ' VAIL GO , OURSE � �� � � i � =� �, � -� TOW HOUSES / , , o-� j o� � w wnr � \ � _ , �, �,;,-„ i,aW yr,i� must � , n'�. r, �•n ,. e � n> 'agal ❑ction 6ased � -�--� -- 10' GENERAL UTILITY FASEMENT � , F � �, , r ' n t�i ��s surve. withln ! � �_�r ; � � � � er you `irst •� � -� defeci In � �� r ' . , � �� �A1 .ip^ n an'� SPRING HILL LANE S� NeY he . _ �, � � , : � . N 89° 23 ' 41 ° W 113 . 45 ' � . "e�c�f��° r� ,� „ � / � ` i A t � T �/ LOT 1 LOT 14 � I BLOCK 3 VAI L VALLEY I I FIRST FILING I IMPROVEMENT LOCATION CERTIFICATE . UNIT 1 LOT 2 VAIL VALLEY- - SECOND FILING �41t99 HIGHWAY 6 k 24, EAGIE-VAIL TOWN OF VAIL , EAGLE COUNTY, COLORADO P.O. BOX 1230 EDWARDS, C0. 81632 PATRICK rILL1ETfAZ 8/ 16,�95 � B No . 2247 (303)9a9- t406