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HomeMy WebLinkAboutVAIL VILLAGE WEST FILING 2 LOT 23.pdf / SURVEYOR 'S CERTIFICATE j I , Michael J . Post, o Professional Land Surveyor registered under the laws of CENTERLINE GORE j the State of Colorado, do hereby certify that this topographic survey was CREEK made by me and under my supervision, and that the �44"N is,, accurate and correct to the best of my knowledge . ,�t •a� F • !j J CENTERLINE SEWER Date: 39 - -- -���'!`�!- !! \ Michael J . = R - ! APPARENT EASEMENT Colorado L.Si 301'x6 i \' HICH WAT. tl MARK - - G o / o 50' G -13 100 YEAR FLOOD Io' uTlur PLAIN � EYtSEIIENr LOT 22 S j j 6 3 / R 1 .4 .\ i I / / er eOVERHG LOT 23 o I 0-241 AC. 11 .0 29 -y/ O } qn WOOD STORAGE I STORY' WOOD GORE CREEK ORIK 81N � STORY WOOD rRAME / � G RE WALL I + ,� , j PEAK .6 79]95 / 1 i) �f - - 1546.3 r e1\. ENTRY ELEV LIE CK �Y OVERMG STAIRS FLAGSTONE- 37 A i�AloS �AvJy'A�A/ j / �• / \j/ 7984.4 4 6 LOT 24 / 0 2 o, � . / SEWER MH 120 8AS15 OF ELEVATION \ �c.2 ,NV. EL = '954.6 RIM EL= 7964.1 tK 00.2 tK lu� ` C<, WALL � 0. 4 C) O2 O 00 X �ilid„ TOPOGRAPHIC SURVEY LOT 23 VAIL VILLAGE WEST , FILING No . 2 EAGLE �/ALtE�` �UF�VEY#1� 0, �N0' TOWN OF VAIL APR 231997 EAGLE COUNTY, COLORADO A-TO OUR dEPT, - util. ✓ 1 ' R e- N EA TiY APPPf]iIFr rAYTHEE DEC C' �w GOARD � -C7�" �.4- + , ,. - k, 47 DAiC . S -1i - 97 1 4 ZZ PLANNER: /Arnib/t Wl�u�i�S �— u �E . a �Fo' _� \ ` ' COYeCK"%VP � P�'A �- VV- �^- r _ � -° — � 4 . r ' C�rV ,. ,Y:j / } F dj F -„r or � lo Tom U 8 f � , w 1`• % �— fi c" h r tpw ` vl -- -^'` rte /�./...`-�►,� �,.pt ;•aRw. .{.� �s y-� y :� t ��':., ` ' yy }� �` ..tip _ �V �• {- k'.�.C--:...t � �.a - _ .. lam" F� '1 l li 1 ; ) — - /'{�}�I 'JK.�..acrr.. x.. iwaL c.A I r z- ! - - - - _ her _- ut { �ita .l � i I I t 4 � w Geck 4 ; f - VAe � �� Fitt L�� �� )s,C"' ca VAJ F! IL A) � > (Zcxa � ► ems, #>, Ili 'I Iw•, �r11 '! 4r '` I � �' -` � �' 1� R � . S - - � 1I }I rlFlf AAf . !•. �"h _ - --- _- U TV , t .} � ---• 1. i.._ ...,,,,�,. ...QO, II f I { i rum fit! NI � cwt e* LE'Q EL - 112$ =,t- � 7 SST A L. 1 U P.#1 P ! - -- --- ---F va S i - \/ ,y., . !'.� .Y: .Lr sw Fr ✓e.`.: .%: -.- � -.-.ittM�.`*'t7.. .- ,:��.. �`°�':� �i � ;1x'^_., 1 I � ° q d ! 4 - t 3r�3 - 4 "M a 2 r2_ C7) 71L . r Pct LU a - �� 1 I -•ter `� 1 i { - ^74 ' v 71 AP 'TT't1`l r ± i 7 � i 1, ?�3, z�� -x°}252'_ ~� 'r IL �\ ii� ` 1 Y � - � _ Tt _• I ' _ ' - <f3. Y ,-tom-� ' � � � � �'lV��J�a�1u �u � • , I I � � a f , ,' f l ff k, iF " � . Jb34 u io i I IT kl L t , r T4- 9 - a 5- FI_97 • �'!�°�°1 - 4z52 I y I I � � . � .. - �i I � � I � �� � � �� 1��—rt r -� I, II i ` , �• - � I ! r � ! —r:s��? `�' i, I � ' I '� I• i. �• � - I'J } �, ` J 111+ ii I - _ � 1 . � Il 1.r !1f Id Al All I r - .. - . I,. .gin ` °. • > . .j•r r -e - l r 5 - 1 °) - 97 � .iT4 EL eAl .N i SURVEYOR ' S CERTIFICATE I , Michael J . Post. a Professional Land Surveyor registered under the yaws of cENTERUNE co�-� the State of Colorado , do hereby certify that this topographic survey was mode by me ana under my supervision , and that the gNrver I&,accurate did CREEK correct to the best of my knowledge . �.q. Dale: _ '�3�9� - - -�-�- - CENTERLINE SF. WFa Michael J . PD G ai'I'gFirNi It.Si ME N' Colorado L . S. 30146 V " G O ti0 tK 100 YEAR FLOOD _ -- _ 20' UTINTM � . LOT 22 S / \ Ir / A DECK / OVERNG LOT 23 os Af 0 241 :.(1 n .G X09 s s �(6 r' 1 5 / / h ADDRESS: 1865 GORE CRECK DRIVE e ' BIN I STORY WOOD FRAME PEAK iuI Wail 79795 / 94ti 0.6 � � / ENTRY i.i. '. / DEAN 62 � / 4 NOTES' I 9r o � OVERHt I ) DATE OF SURVEY: 31/21 /97 AS. 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENI SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES. RESTRICTRIVE COVENANTS, ( - OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE y' AND CURRENT TITLE SEARCH MAY DISCLOSE DENiERUNf SEWER \ APPARENT EASEMENI / J / FLAGSTONE 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEON. �9 STAIRS ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS , O / AFTER YOU FIRST DISCOVER SUCH DEFECT, IN NO EVENT, MAY ANY ' - ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE L If THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN LOT 24 HEREON. 4) 1 ' -3' OF SNOW ON LOT AT TIME OF SURVEY: SOME FEATURES MAY EXIST j d BENEATH SNOW THAT ARE NOT SHOWN ON THIS DRAWING. 02 �Cb J 5) BASIS OF ELEVATION : SEWER MH 120 SF- k- DRAWING i a \ 6) BASIS OF PROPERTY LINE LOCATION. W. CRN , LOT 43 , FILING I & �IT.2 """""ql E CRN. LOTS 42/43 FILING FND. PIN & CAP LS. 26626 CO �) 100 YEAR FLOOD PIAIN SCALI'_D FROM HYDRO— TRIAD STUDY DATED 5 / 19 ?S_ , tK 60.2 ..yk 002 Q Rer wa_L ':DICATES DECIDUOUS TREE AND INDICATED DIAMETER G INDICATES CONIFEROUS TREE AND INDICATED DIAMFTFR \ 610 TOPOGRAPHIC SURVEY LOT 23 VAIL VILLAGE WEST , FILING No . 2 TOWN OF VAIL EAGLE COUNTY , COLORADO 41199 HIGHWAY 6 & 24 , EAGLE - VAIL P.O. BOX 1230 t ` d N_, EDWARDS, CO. 81632 (9 "0)949- 1406 �O , Ci SCALE : 1 " = 10 ' ` O� NOTES: ' APPROXIMATE LOCATION / APPROXIMATE LOCATION / OF UTILITY EASEMENT �� 1 ) PROJECT BENCHMARK SEWER MH 120 LOCATED IN FRONT OF LOT 23 OF GORE CREEK SOUTH EDGE (SCALED FROM PLAT) / \ >� IN GORE CREEK DRIVE, RIM ELEV. = 7964.2' ( SCALED FROM PLAT) \ �/ �Ja 2 ) APPROXIMATELY 1 TO 3 FEET OF SNOW ON LOT AT TIME OF SURVEY . OTHER FEATURES MAY EXIST WHICH WERE NOT VISIBLE. 3) f EASEMENTS AS HEREON ARE PER THE PUT ONLY,oTPOLICY WAS BY CLIENT . 4) NOTICE: According to Colorado low you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event, may any action based upon any defect in this survey be commenced more than ten years from the � date of the certification shown hereon. y LOT 23 / 0 . 251 ACRES ( talc . ) / ADDRESS: 1865 WEST GORE CREEK DRIVE / y y ' ff° IMPROVEMENT LOCATION CERTIFICATE I hereby certify that this Improvement Location Certificate was prepared / CANTILEVER a0 RIDGE ELEVATION for GRAYSTONE CONSTRUCTION Al that it is not a land survey plat or improvement survey plot, end that it is / \ / not to be relied upon for the establishment of fence, building or other future improvement lines. I further certify that the improvements on the above described parcel on / \ \ this date, 12/ 15/97 , except utility connections, are entirely within the boundaries of the parcel, except as shown , that there are no encroachments �0 \ O \ \ yc upon the described premises by improvements on any adjoining premises, 7 � except as indicated, and that there is no apparent evidence or sign of any RIDGE ELEVATION GARAGE SLAB ELEV. . easement crossing or burdening any part of said porcel. except aN'��tUtBNLtfry7j7 7985.8 \ 7963.2' c5o r Date �S�9a �C t ',:•.,ojF9 i� o / \ ,Sa uel H. Ecker a ) , R1WGE LEVATION u° Colorado P L. S. 30 ] `e j � � v°• _ 7983 FF ENTRY ELEV. • _ \ / 7963. 6 / 1 i I A� l WIN �� JAN A 3 1998 10V - COMM, DEV DEPT. p IMPROVEMENT LOCATION CERTIFICATE DRAWING DATE 12/ 31 /9 LOT 23 LAW LOT VILLAGE WEST , FILING No . 2 DRAWN BY . 5wiii , Inc, TOWN OF VAIL JOB No . 436 . 000 Lion 5 "o Loop. Suite 3-8, Vail, Ca 81657 (970)476-8644 EAGLE COUNTY COLORADO ARCHITECTURAL GENERAL NOTES 1 . All construction must conform to the 1994 Uniform Building Code, all amendments by the Town of Vail and AIA document 201 . 2. Do not scale drawings for information. Contact the architect if dimensional differences occur between the drawings and the site conditions or built conditions. 3 . The general contractor and specific subcontractors are responsible for all specifications not shown r on the drawings. v� 4. The building is very close to lot setbacks. It must be layed out by a licensed surveyor and / approved by the architect on site. / 5 . The general contractor is responsible for all details of construction not shown on the drawings and specifications. / 6. The general contractor is responsible for coordinating all subcontractors. / 7. Site inspections are to be requested by the owner or the general contractor. 8. See structural drawings for all earthwork, concrete, steel, and wood framing details and specifications. 9. The mechanical engineer and or plumbing subcontractor is responsible for all plumbing and GORE / mechanical specifications. CENTERUNE SEWER ' APPARENT EASEMENT n ER MARK GORE GORE CREEK V v / O 0 / / SG' / / STREAM SETBACK / 52 � PEOAOrNYEAR FLOOD �� / 54 LOT 22 SCALE : 1 " = 10 ' OOX S Rp / / 56 NON 0� / D Y ON IP Ile "t5 / G ` Gay / A - 00 / / / / �! � f:. ?P40 °'b , s EXISTING ASPEN TREES l�rl �y / f 0.3 D,z EXISTING CONIFER TREES ~ LOT 0.241 C. / "7 —• . . h �O � �r 0.3 o.. o.e / / / — � ` r ' P NEW SPEN TREES f , \ � � NPRUCE TREES j ORION RET WALL j% . a / / f :> �i `• � `. NEW SHRUBS 0.6 / -ON n % r , "Ito x ]ttllktE ` BUIWING SET"C _l If i ❑ PHONE RNE PED SA r �V • • -' - - - { , i' sp , ., • u. . ' ! SIGN q PROPERTY L E AS, p, , r � `v 1���� . Q J, {�, / / 1 EDGE ROAD / 6 CENTERLINE SEWER EXISTIJVG TOPOGRAPHY (solid linnnn�) P` ��0 ,z ��� - . 2' APPARENT EASEMENT �/ V /� s �Q@ \• \ �JC T ' rseA < Towu u1 Vall Commune NEyV TOPOGRAPHY (dashed line ) p C y , ylv Q�a� �` A � Development LS r LOT 24 t< .�� r , �' ` . pan to match existing a1.8n guild Health Firs 01 i N , 20 cq� 1 lM1 OF tLEVATION \ , � �,► ,RhIV. '. EL= 7954.6 �L o.z �`o �I ,.�., aRIM EL= 7964.2 5 lS \a 1 ty 62 (7 bro m PErrnit 0 �r z 1 4 �tK r tx " p t oval at plans Ora_ �� •O.T t y. . 1. �i:Ef NOI OiI Li. i i + x ' 13; 1 i. .tiof Sel�iCfiGhISO!)c:h i a l Ci ii O !! c j o I any oche, o ui 61•ce of !,is lu . od ca,ion . The issuance ot � I perinit based upo plaps, epeci`icatiDns and other data Shar yS�C RE WALL • o•a �'� \ Q ; t Provent the building official from therca;ter requiring the G� G �ormctian of errors in 9310 plans, slaeoifioatiGRS aRA oth% EIEC Me i �� t2ta. " // // err♦ igr • � � � o.z i Cv )tiTE- I FIRE HYD �9 N PED V 60 all 2 /7W4 MIDDLETON RESIDENCE 6- 18-97 ® LOT 23, VAIL VIL. WEST, FILING NO . 2, VAIL, CO. Town of Vail OFFICE COPY # ERICH D HILI,UGLAS 1 �� PARADIGM B^2664 �. DESIGN SITE PLAN ARCHITECTURE SCULPTURE 7 ;?1EORIO 5 835 INCA PARKWAY BOULDER, COLORADO 80303 303 - 499- 4252 �71 Cv - - - CAP 1 u -tn lo -o i i In Gower bak Hower box 1-0 -1- 4 4 _ 1 .4 4 _- — — - -- — - -- - — --- ---- - — I - i I 11r.M — - — - ` LIVING =� IN -- 1 fo R.e '7 '� \ _ sore, 10 y / 11 . ��,(;�, DINING � via /a 54 go 7 i _ "vae -� shelves ricxX2GCtv► ll I s0 O CQ (so-� N ' + - \, GARAGE - - i I r it - I N „ 3vz 54Z { _ KITCHEN D n o 2, I rl 3 i LL P 9f 2,12 y�.� Z 0 CB' l2 Z' 0 ,• D N — ' Q 0 d r� IISIoTc � �ZC 7of/w j 20 /M IN . 000L w/ Xc31 00 Z � - O I vu R 1E 4 �,aslcESb 1 5t/2 5 '_ �O 00 O - LIIIJN DAY 411-ff \\ -- w rl -r/ re _4 a A Tw+ u bench E N Rl( FIIIII­ An N =y �'-i' r 5' '11 1'-u' 9/a O vv.� , � 7 _Q m WC ETA T14�TL1Q.1,1 -i=1 � 57I 1� I f�/ 3� ry r �10=� " a 1 _Q 001 �z 51h I sTa l o'/i St/z d rod & shelf - tn N � T,o. PAv. coS' g• y I . t 4 ' 91 -logs 3-0' s'-o ' =1-6, i'k f�'-3 1-1'+ Y�' 3" lot/z 1'�Yz � - S 2 -lolz ' / ERjFY RO. 1O1IzvE1�IrY RO, 1 -o t ckd o -0 It r. : Yown o' Vail 0 P MAIN LEVEL PLAN AZ 114" = 1 ' -0" MIDDLETON RESIDENCE 6- 18-97 cold 9� LOT 23, VAIL VIL . WEST, FILING NO . 2 , VAIL, CO. O * ERICH HIL►US�S I PARADIGM l B-2684 J DESIGN ARC ARCHITECTURE SCULPTURE INTERIORS 835 INCA PARKWAY BOULDER, COLORADO 80303 303 - 499- 4252 41 0' Ti4 1Z (o�/z Al 5i/z S�z X7/4 12 - Lp�/L 794 _ - ® - - O I lK fireplace _ =� Q t + 9 N linen 0 To.S � T.OFNCtf . � =T i s --- - � sl � -7!9 , k d- `` O N I ST .e . ICA/2 .Z81toS 99 00 1 f O ul M. BED n STUDIO 14 6i/z i' ti deal _?qi � O � - g — M , BATH z� x (o� 20Mi �J pwe. W/ C.AoLAPJF. t „p g P '/z (7 i 9 '(D ztf LAUNDRY UNFINISHED -� 1 r BASEMNENT �t 7r 0. 1 D!(� - - -R - -- \ - LA1w DRY GHLL7E - . QATED W� T1i �" Y" — L4 - D. N v • I i , • !�l'P kaV. , FiR.E. TiV'� I�, �,�iF � r _ _ q F' t= MECH . - 10-(P - Town of Vail OFFIG � COPY LOWER LEVEL PLAN A3 MIDDLETON RESIDENCE 6- 18-97 > LOT 23, VAII VII_. WEST, FILING NO . 2, VAIL, CO . c° PARADIGM v v �a DESIGN rs ARCHITECTURE SCULPTURE INTERIORS 835 INCA PARKWAY BOULDER, COLORADO 80303 303 - 499- 4252 47 '-0" - -- -- — - - -- - - (P" - 11 io" _ i cj-u, I C O - AT Toe 1 4-- n V4 6 3-01 yb 1-2; Co ' I o I z -- — II I flower Wx L 17 -7 " I 20 j% -- - DECK TIuT/TLL[.N ' Q Lo i BED BATH + 11 ' p = S"/ 71-1 RI 1 3 � 1S t SI/� 7 !9�1 Z Syr L ` v • � N 1 � � ql_q . �� _ _ - -- - -- - - - - /z - - s'h r�,e., + 3, 1 �,lZ s+iZ DECK 9 QO KITCHEN ° xms �loW-e.7 �� p 3 OQ © 15T� 1o�� G N� D N. Ir , � BED n � j -I K LIVING l _ r O+ l — '� uAJ . K 11 P�Tr BED O - 1 \ jLbliz 73o- 1 �6 15 T. 'C. lad y1/Z y �, 2 13/z 7 =4" N z4P5 ul� O 1 - -- _ — . 18 F n [MC-K I i z - 1 , J M 1 z1 .4 I t) Av lows of Vail 4. � r UPPER LEVEL PLAN A4 1 /4" = 11 .0H � pF Cot MIDDLETON RESIDENCE 6- 18-97 LOT 23, VAIL VIL WEST, FILING NO. 2, VAIL, CO. ERICHDUUUGLAS HILL 1 lq PARADIGM 0,26 DESIGN f0 ARCHITECTURE SCULPTURE INTERIORS 835 INCA PARKWAY BOULDER, COLORADO 80303 303 - 499- 4252 WINDOW & EXTERIOR DOOR SCHEDULE ROUGH OPENING DETAIL SILL REMARKS/REVISIONS LETTER WIDTH HEIGHT HEAD IAMB SILL HEIGHT MARVIN # A 2'-1 " 2'-11 5/8" CCM2436 - HAFT SHIIVUrb 6 4'- 1 " 2'-11 5/8" 2-CCM2436 lihill— — HFWTH� Nt�OC� C 2'-5" T-11 5/8" CCM2836 - _ D 4' 9" 2'-11 5/8" 2-CCM2836 E 7'- 1 " 2 '- 11 518" 3-CCM2836 F 2'-5" T- 1 1 5/8" CCM2848 Escape G 4'- 1 " 3 '-11 5/8" 2-CCM2448 H I Door 2'-8" verify 6'-8" verify E#. Panel 1 3/4" door, verify R.O. w/ manufacture T L or jp, P1 ATE Custom door w/ sidelights & arched transom, veriiv R.O, w/ manufacture K Door 4' 1 3/4" b' S/8" CTDR5065 OX LHI g L Door T -a 114" 6'-7 5/8" CTDR7665 OXO LHI - - N M Door 4'- 11 3/4" 6'-7 5/8" CTDR5065 XO RHI, Side jamb hinged 1 t N Door 4' - 11 3/4" 6'-7 5/8" CTDR5065 OX LHI O Door 4'- 11 3/4" 6'-7 518" CTDR5065 XO RHI To, f'1.-Y T 0.40fP P Door 3'-3 1 /4" 6'-7 5/8" CTDR3065 X RHI T1Z1 m Q Door 8'-3" 8'-0" Gara a door with siding, verify R.O. w/ mane allure R G . Blk. 3 112" 3 1 /2" pe 'g g g 2 _ y_ R.O. in cone , o n h t ceil ' h ., 3 courses of 8" decay lass block \ Ir.1oOP Gpn�uMN All— NOTE See elevations & plans for tilt/turn windows in the M. L. kitchen & U . L. bed rm. Too . Pt..Y To. ram All windows and doors will have simulated grilles on the inside & outside face of glass. w1& st4illrrl ST 11GL0 I II 0 Y, :r EAST ELEVATION 1 /4" = Vol Stlz u. Sf/j L Y2 F' E , WINDOW TRIM DETAIL i =� QT.O. t�6-Y TO. GsVP � – _ — — - -- pil N, 1 Q0 lill G TLl - — - - - - - T, D. 96.Y T.U. =L —� IN DOW TRIM DETAIL MIDDLETON RESIDENCE 6- 18-97 v c0 LOT 23, VAIL VIL. WEST, FILING NO. 2, VAIL, CO. �_ _ - --- - -- -� - -- - -- - - I � . `0���o OFFICE COPY TIC) — 4 � ' U" ERICH DOUGLAS 1 PARADIGM HILL E 2684 DESIGN s�-f,� f0 t1RCH\� ARCHITECTURE SCULPTURE RS SOUTH ELEVATION 835 INCA PARKWAY BOULDER, COLORADO 80303 303 - 499- 4252 1 /4 11 .111 .0ft WINDOW & EXTERIOR DOOR SCHEDULE ROUGH OPENING DETAIL SILL REMARKS/REVISIONS KIL2r= RA WIDTH HEIGHT HEAD IAMB SILL HEIGHT MARVIN # &Va " _--- - - - 2 ' 1 " ' " CCM2436 4'- 1 " 2'-11 5/8" 2-CCM2436 AtWN" �T 2' 5" 2'- 11 5/8" CCM2836 4'-9" Z'- t t 5/8" L CCM2836 E 7, 1 „ 2,- t t 5/8" 3{CM2836 - - - \ F 2'-5" 3 '- 11 5/8" CCM2848 Escape G 4' t " 3'- 1 1 518" 2 CCM2448 H I Door 2'-8" verify 6'-8" verity Ext. Panel 1 3/4" door, verify R. O. w/ manufacture Door 5'-0" verify 8- -0" verity I fY Y Custom door w/ sidelights & arched transom, verify R.O. w/ manufacure K Door 4'-11 314" 6'-7 5/8" CTDR5065 OX LHI L Door i'-4 1/4" 6'-7 5/8" CTDR7665 OXO LHI R.a+ uV[o FRO 4'-11 3/4" 6'-7 5/8" CTDR5065 XO RHI, Side Iamb hinged - — ES[�►FR slaTUFA+- a'-t 1 .3/a^ 6'-7 5!8" CTDR5065 OX LHI - 1 T. D. PAY T. D.l�rr 4'-11 3/4" 6'-7 5/8" CTDR5065 XO RHI -- - - --- - - --- — - 3'-3 1 /4" 6'-7 518" CTDR3065 X RHI �I'w R TRIM �3- q 8'-3" 8'-0" Ga a door w th siding, veri( R.O. w/ manufacture N 2'-3 1 /2" 2'-3 1 /2" R.O. in cone , open'g hgt. - ceil'g hgt. , 3 courses of 8" decora glass block O0o i � I � r�uoc w � uuow � T21M , NATLiRA1- �. ------ -- n - \ J T t-f-/ T"ki NOTE ALI C To, FL-11( T. O,GY P - See elevations & plans for tilt/turn windows in the M. L. kitchen & U . L. bed rm. - All windows and doors will have simulated grilles on the inside & outside face of glass. � © O �,►' �• 4Ii N) WEST ELEVATION tx4 " I 0 Ilk 4 t 1, = N 0� f `M To PLY TO. hYF - - – – — 75--4" � 1 Xlo f Ll - - , COLUMN & RAILING DETAIL - `�7 \ ♦ Tp PLY :o — — - - - n © �© MIDDLETON RESIDENCE 6- 18-97 / LOT 23, VAIL VIL. WEST, FILING NO. 2, VAIL, CO . Town of Vail PARADIGM OFFICE COPY ERICHH;�UGLAS + P DESIGN 82684 Reptsara NORTH ELEVATION FO ARCN ARCHITECTURE SCULPTURE INTERIORS 835 INCA PARKWAY BOULDER, COLORADO 80303 303 - 499- 4252 To kt F N 4��, � S 1Z N � 0 � T --� - I - - r I I 7' _ - - - 73'- 4" I ffolmimmmNiiiiiiii Fill .. 7'S' Z ft- � --- III - I To . S�M t c.rPuter� - --- . ' (cam- 8'f T - - --- - - 70 PLY vail .. O ncc � i .•. O I 0' a • I s YO •�.4 � sa=dam P . . . . ,�, SECTION B - ° A SECTION A — A.7 1 /4" = 1 '-0 " 1 Ott F r m +. 6 A7 MIDDLETON RESIDENCE 6- 18-97 �� of coto LOT 23, VAIL VIL . WEST, FILING NO . 2, VAIL, CO. ERIGyIUILUGLAS PARADIGM Q-264 . ` r' r DESIGN ARCHITECTURE SCULPTURE INTERIORS 835 INCA PARKWAY BOULDER, COLORADO 80303 303 - 499- 4252 ,r V CO Cj cy CO lot Q sit A V f l onNb pore r © � - -- I — -- - r '�+� +� L Wit OL Q7 r� Q� I dY- I - L_ J w dFSt3Aec 2H x � b I I ® FaonNlq t a� � t�-LxIQ °R (� 5Yg x 12 °4 DF # l bx 4 -2x12 Ov (yL SyQ K IQ DF sk l (Ox I 2x12 ^� Gl $+ L J 3- iP5 8 20' x2' o" x9 - - - _ _ — � _ - - q/$ xIQ oR DF # 1 (max jw UA-4 w,� L J L _ J L�I3 #5 9kw; — — — _ � r ' I O - -- - 3143=5a/d" + 47g" U , IN • � � .0 I " + I E 4 2 r 10 dP 2 x 4 �� N M I v �o ?mo 2'� G, f I it - _ 51 v Ni x IQ IZ' c, aR IN v 2 � 2 x I � ` 6Y ,. 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FOUNDATION PLAN :1_ #4OARSou1F/'o.I, MAIN LEVEL FRAMING 1 / 4 = 1 -0 I OJZT4 • HAIW LE\)EL FVAHIH6 PEst6WEO TO ACcoMMoo ATt I ✓2" CONCfk.M tL)rfINV EXwIr _ 11 ' F°uN DAliopl klk LL fo(C C�AR.k('P1 SEE Nolt✓s AT ICIC°11T POL2 (6k>ZAbE 6ONDTrIONCS . 1 / 4 — 1 - O yEpB Peg Pu,N 64YOND \ _ Y ° _� I #5 Ph4(u •u IN'o•C, • UIDE TS +$" % co LU NNS 1 � �RDINA T� 3 4 l?4NEArH STEEL, I3FwM Ot'T °NS i=1ElD r'+ ,HIWI ( {c pcAnl #� C IL"°,c . 5LA6 PCR pNRN • ALL, CoNNP.cTioNs fba jTEEL M�h1ftfj , ' FFkNN/cPf2 ?LAN 2'0� �4I to 214' - - °? 0 —_ b32"�. FRAHIN(� fStZ WN i y ' ---- _ v 1 t = 63�2" • P � /2 c�' ht�oR 6oLT< SpF 1R 1 0x0 a 46 41 c, • 2¢k+Kl+wL �uS o •uroa furs iIA6 PER FLft4 Z-ft, -V+" R-Am. S. 2-JIAr BARS CoN-D y SOu �il2N # 6 Vow EELS �2-d� • „ tap A. D Ze, r�,n fie+ ve9 To lad - • . w5 MAC C✓Nr. ' 6" MW' C -- - 44 cT� $ "a c • � toP � Sorr°N 2-M5 SAws (oNT. ly " P? M'D toriai+ f fetAONCe T'Eit PL{iN Ik $ BARS a Ib"o,c, . II i _im 1 i3S9AA C Ib"o c. 2 1� 5 9A1z CI&'o.c, Old PAi s .t I✓o '• I FNDN, ` � 2' Ie1kLL pf:R 961,T1oN r �/ ' YJAU, PERIOPI � c 2�1 L, � - {FS �Rft CrNT . I W $ALI.NC$ OF PNDrJ. 2 _ _ I {�4LAN/.E df fNDN qSI wg1Lrq+ TlE coLUNN AT Cr>FI"I z to >= SECTION F SECTION E D SECTION D ¢ V � 2� 2„ ���� 5 D°WELS Q I b"o, c, 2-11 I .O„ .i 1'MNSi2E -ESN LY.LS r y� DoaJEt7 i Q�"o,c, 20' - & ry" H e4L k ju f �6, LOAD g6RWN(e �kU, 2- " [�j(( CONT• 2- 5 �'#5 CaNr, u�IOPAVEL FLP- nowt ♦ART 2!O•1 pER- EAr1 ,Ly�%o" -IOP / D . rrTOh ND Leo„ 2-itSC.nFt coNr. N "� 1oP � P�r,°N �TINb ce, 3-ik5 7 CoN,, W 24" 5(A PER P� 53 11 ' — I Fd�rtb 3- i�5 6APs - ydLOi, J I 0" ENIN Will • i • S" Z" 5 BAP. L,oh17, v '�' BAPS ✓�'NT, n x IM6 4 P6RR 6 `� o' sa. "TD�hro 00TTON �P 3011,5 1.4y PAOArACe p fNVr1. �}," _P6R PLRI1 ++ SECTION H SECTION G G SECTION C SECTION B SECTION A OF 2 51 I = o " 5I -� -- - - �4' = 1 ' : " Q N in _ (D 1 . s NCO r ON //0 w ^^L`` W W GRNTII.�VEQ V%e 0 >! 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INS 9fl 6L x 12 - °Fm 3 - v � z 1 — ry I 1 - - v - I �h - - b a I 3 - dl @ alb I - - -- -- - — - - - — _ I aKe AIL W L �v I I • /2 X I. its, x • � — 'J � 3 2� w 3 ff m 10"j to It oe s IA o , I - — � y — -- --- k aN !If (V m ° 'ro6• y(7Ep k to f k 2><6e I r•,4 d . x 'y - x 10 I 3-v1 la�4x I °R (9L ytP x 13Ms ° m + �3.2Yir I 1J6 41/ftL — ie N - --- - - 3 vL 1 4 x I e oR w71 to to - --------- r _ �� 2 x 128 e4 if 1 _ Z ------ - ♦ 2x& al G—_• K - -- luau A Vb a d ° , 11 ^ b fo I x - N (�L Lj f� x I O low ^, , e ant -- i 0 rn s + M N ♦• IV I I� W 47 � _ --- 32x0 3W IlY� xII N 9kxIL K Z, W EM ry I rti+ M N W O . 1LOM: Bx'mw ptcr% OVER }d1IlJf0 fY�2 PORN --+ &Wfw Rks BEEN DBS"Sp O mmmJ 40 1WW Nb3 2-#s $nRt W+ r _ _ i F mi TOF kN0 WrTPM ` 6° HIN J ! UPPER LEVEL FRAMING Q ROOF FRAMING Q • uPPeR fVei FzaNw6 i 5)GMFV tD SuPPoRT I '/2" CoNC99TE 7DPPING . 1 /4 = 1 - QII • }'F-0VIDE "t5 �jx�jxY¢ 4 � 'GOLUM ,J5 QEJ16ATN STf ( E 00 OPfoN5 eieuD «b <D)Nfrp � Yi v F� ( F PL ALL GorN6CrIor4S {Da ekw Hi moeaS . 1 / 4 1 .=0 M 9LA50 rr-'g PLAN N STRUCTURAL SPECIFICATIONS BEM �° O 1 ) Foundation design based upon assumed maximum soils bearing Grout beneath all base plates and beam bearing plates shall be 17 ) Contractor is responsible for all non-speclflad connectl one , s 9afs 2 16"d,G, capacity of 2000 psf and equivalent fluid pressure of 50 pcf non-shrink epoxy with minimum 28 day compressive strength of contact structural engineer for details as required . Engineer to be verified by a soils engineer at time of excavation . 5000 pal . All Trubolt wedge Anchors and Ramets to be to approve all structural substitutions . Installation of perimeter drain to conform with soils report installed according to manufacturers specifications . 18 ) Floor framing and concrete basement Blabs must be complete and by engineer . All footings are to bear upon natural undisturbed 8 ) BCI •s and Versalams ( 2 . 0E) are as manufactured by BOISE CASCADE in place prior to backfilling cured foundation walls , unless soil or compacted structural fill as approved by the soils CORPORATION , see shop drawings and manufacturers standard adequate bracing is In place . To tom Submit copy of report to engineer . details . All built-up Versalam beams must be glued with PIAOO tll,r"( II Q �� 2 ) All foundation around perimeter of structure shall. have minimum and nailed with 2 rows of 16d spikes @ 9" oc . Versalams deeper 19 ) Contractor La to coordinate 811 diaphragm penetrations ( Le , [rest protection of 48 " to bottom of footing. All foundation than 11 7/8" must be bolted together with 2 rows of 5/8 " chimneys , plumbing severs , etc . ) through floors , roofs and ' ; ,'Ai t's, �9p walls and columns to be centered on concrete footings unless diameter bolts @ 48 " oc top and bottom. Metal X-Bracing foundation walls with appropriate sub-contractors . General II1 � I, Q shown otherwise on lens . Contractor Se responsible for means , methods , techniques , P be e ' -0" en center in all diaphragm . All alternates to ur t - J ) All cast in place concrete moat be made with Portland Cement be revieaed by engineer. sequences , procedures , workmanship and job-site safety and attain minimum compressive strength of 3000 psi after 28 9 ) Sheath floors with 3/4" T and G plywood with minimum span associated with this project . General Contractor to verify all days . Design based upon BUILDING CODE REQUIREMENTS FOR rating of 40/20 or better and glue with PL400 . Nail plywood dl mansions and elevations with architectural drawings . Notify V TT J REINFORCED CONCRETE ( ACI 318 ) , 1992 . All concrete slabs on with 10d @ 6• oc to all joists , field coordinate screw option engineer of All conflicts or omissions between various elements 0) grade moat be provided control joints ( scored or cut) in See "Garage Notes" for garage floor sheathing . Cover decks of the Working drawings and the existing conditions before r accordance with soils report . All exposed edges of concrete with 2x6 Redwood with Z screws per bearing point. commencing with that portion of the project . - l�C shall have 1/2" champfer . Concrete work shall not have any 10 ) Sheath roofs with 5/8" plywood with minimum span rating of 20 ) All materials exposed to exterior end/or moisture conditions 2 v � 6041 , )N 41I4a F"Marrm horizontal cold joint& unless authorized by the structural 40/20 or better. Nail 1 shall be treated for these conditions is , chemical treatment , W plywood with ed p 6" x at panel edges etas staining , ( q , etc . ) t z I&" (sDT1NId 0Ft ''3 d#''s w� engineer . Field coordinate all vertical cold joints with and 12" ce at Intermediate members . g , painting , damproofing , membranes , flashin TT1J� r� �a'� required b c Z �h� WNT, UI 2�n *T structural engineer . il ) Sheath all exterior walls with 1/2" plywood or oriented strand q Y ode . 4 ) Reinforcing steal is ASTN Grade 40 . All welded wire fabric board with minimum span rating of 24/0 or better. Nall with must conform with ASTM Ales . Reinforcement placement &hall 8d @ 6" oc at panel edges and 12" oc at Intermediate studs . conform with MANUAL OF STANDARD PRACTICE , 1990 as prepared by 12 ) Live loads used for design- ' CRSI . All lap splices to he minimum 36 bar diameters , all -Roof-BO pef snow. horizontal reinforcing steel to be continuous around corners -Floor-50 pot residential . T - - cn, u and at wall intersections . Minimum reinforcement protection : -Deck-100 psf . .^� -Concrete poured against earth 3 " -wine-25 psf . -Concrete poured in form 2 " -Earthquake-Zone 1 UBC . S` -Slabs 1" 13 ) All construction must comply with the 1991 Uniform Building 5 ) All lumber shall be Doug-Fir i2 S4S or better , all wolmanlzed Code as adopted by the Town of Vail Building Department and the lumlx"r shall be Nam-Fir 17 N41I nr better ( nil Inmhnr wltliln III " "General Conditions of the Contract for Construction" (AIA of finish grade must be wolmantzed ) . Provide nolid blocking Document A201 ) . All construction must be completed within the at Be -0" on center in all diaphragms . All columns to be tolerances described in the "Residential Construction continuous bearing to foundation . Performance Guldolinea• no prepared by the NATIONAL ASSOCIATION 6 ) Glulam materials , manufacture and quality control shall conform nF IIOMF 0I1IIJdt12S - with AITC Product Standard PS 56-730 STRUCTURAL GLUED LAMINATED 14 ) Construct walls as follows- I —� TIMBER and LAMINATING SPECIFICATIONS , AITC 117-84 DESIGN . -Exterior-2x6 @ 16" oc . ail Simple span beam shall be Combination Symbol 24F-V4 with no -Interior-2x4 @ 16" oc . , unless noted otherwise . { camber . Continuous or cantilevered beams shall be Combination 15 ) All beams , joists and rafters are to bear upon walls or beams I , I Symbol 24F-V8 with no camber . Adhesives &hall conform with the OR be hung With SIMPSON Strong-Tie hangers or approved equals , i requirements for wet conditions of service . All connection hardware as manufactured by SIMPSON Strong-Tie 7 ) Structural steel shall be ASTM A36 or better except pipe or approved equals . columns which shall conform to ASTM A53 and tube sections which 16 ) All structural members are shown in their final positions E C T I O N I must conform to ASTM A500 , Grade D , anchor belts and bolts properly braced and supported , during construction it may be shall be A307 . All structural steel is to be detailed , necessary to shore portions of the structure while other S fabricated and erected in accordance with AISC SPECIFICATIONS , portions are being constructed . Contact the structural 1989 and CODE OF STANDARD PRACTICE. All welding to be engineer for consultation as required . I performed by a certified welder and conform with RISC and AWS '4/ I �V STRUCTURAL WELDING CODE , 1990 , all electrodes to be EE-70XX . Yf OF 2