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HomeMy WebLinkAboutPEC18-0023_Approved Plans_1530119167.pdf *0 OF g', kijar Ith Z id CIA dP3, -ir 412 CI li. •3QQ71615 P EC APPROVED 6/7/2018 12:00:00 'M ADMINISTRATIVE INFO . — - - timpirminr. LEGAL DESCRIPTION OF PROPERTY: 06/19/18 Situs Address 1775 SUNBURST DR SD 2450 S FRONTAGE RD E Tax Area SC103 - VAIL(TOWN)-SC103 Parcel Number 2101-092-00-006 Legal Summary Section:9 Township:5 Range:80 PCLIN Section:3 Township:5 Range:80 PCLIN Section:4 Township:5 Range:80 PCLIN Section: 10 Township: 5 Range:80 PCLIN Subdivision:VAIL VILLAGE FILING 8 Tract:A, B,Subdivision: VAIL VILLAGE FILING 7 Tract:B, D, E BK-0165 PG-0397 BK-0166 PG-0403 BK-0165 PG-0403 BK-0166 PG-0405 BK-0376 PG-0985 WD 01-11-84 BK-0376 PG-0986 OCD 01-11-8 4 ': :!#-..:. ; f BK-0397 PG-0528 WD 11-15-84 R742909 EAS 10-31-00 AI R764239 EAS 08-09-01 �' # rR R865334 EAS 01-20-04 .14,:zt. _* ,;•b, •• ' - ''' 0,..7:-:;‘' - - -;# - -- -- - - ` r : � - BUILDING CODE SUMMARY . •,. .. .._ _ __ ,1 _ y }es' ` BUILDINGCODE: 2015 IBC-+ F .' : Y ; ; n • Op �� CONSTRUCTION TYPE: TYPE V-A DWELLING UNITS: 2 ilk- i 11.1111111. -- - -141166C.s � �" �` ;, ' OCCUPANCY TYPE A-2 CI) .,......., ., _ x err,.'. r .r ._ •_ .,i _ _, 4w r'• i _ _ „ sly _ aid. 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L'".1.7!",,T.'.:*. or - PROJECT DIRECTORY = : ....,x •� CIL CI . • :" '' � �'" — - �- 11 ...•, ... , 1 I Ull) -- OWNER: TOWN OF VAIL CC !C . _ d w �. r.a. aasL•.r� _ E �l - _ 1 .11 i _,...;, -, Liit...-------!- -_-mML„. .t`-.0-J-InEV - • . ._ T �'�. - KTP-'-'- fie..!'_ - -- 1 OW . 1.1.1 ii 1,11 > r T „. . tea' .-70-..,or Imo,.iglitlii �■l� `"� ARCHITECT: BILL PIERCE,PRINCIPAL IN CHARGE � � • �- x _ I � PIERCE ARCHITECTS H CO 0 � V 1CC 111111,11 a Z 1650 E VAILVALLEYDRI E C • ' VAIL,COLORADO 81657 J V • z � w .. :-. ._ P: 970.476.6342 O F: 970.476.4901 LO j 0- E: bill@vailarchitects.com H rs- ,_ CONSULTANTS: Cr) T ` i .-- _ -------_-----_r — ��� �L �” - = CONTRACTOR: TBD �,. -_ _ f-=- - _ TBD �y�L fes_ 0w mow CD E r ' )Jq 4 �e i -e 74 }, yam , -, 1;,�_,: , wr„_�,.. �,- � i '��`L Y f STRUCTURAL ENGINEER: - vi- -Ei};PSr+� �,t 3. 44...4a. {���� a� ^ � -���� �r �'3�.�j��Y���.�I rj. �, gyp' � R4`'� . _ �.-. - __ ^ -�� .. _ 1„� .��_ s�(,it_ :,� r Ir 3L ./'''''it 3' �V+" 1•r 'rt.*, � .. ♦j # �,z ��' '-G 9 sir 'r�: -n - - y �`_ / I } .i r. i v eTd} i: fi' ' ! 1 JJ 1 a r F f .. r.1 '' i` ,1" , �zy g ?r 4, kgs I ,f . Ya ` fdc' --.:T.`. y - 7 P: 1e',,..r' m. f r4 fiie' .,..1 --,,.. --s:,---: _ r iii- ..'r . a '• 's.4' 4 ri,4' i r x.f r ,..�' �,,�, - ..._ _ , ;.tt „� r ' � ' fi ' Z I /vk S 'js 3 }ti .5 f�r • j rSF 'y 1 {� i r�9;�irA _y < i ,� v•l '.rl yt+: �- .. ss;➢ 'moi ¢ '� a ° ,,4 ,?°�f;?w 4S :t',f�lT r:d9 )' sKr ,('' ,l, •. r .A # .''''''V. :: f 'k, ' _i + if ,^ l'>, y .19 , .. Y !i' il,. : �..3""v+;r. `I .0 ♦ .,4• til T•Z,� •y � - 1 - � �I ;` ; ',1:-,f i, � ;. . ^� y'y . ':•41';'!'P. fY'9+ � * 3 �� 6s'�d�$s 9f `v . . "a :. s .'.x::":'-'7... .` �' E / OWNER'S REP O� `O� PROJECT LOCATION O�� G %.,,,_ , , K.. , opitio---- ....... .,- - __ . VAIL GOLF CLUB _ STARTER SHACK ........._ .01i1OPIP ', ,.. .. PROJECT PE LOCATIO ROPLINE`RTY PIERCE Si le" . lie _. t . ,„„: k ..„_,..4...:-.--,--.'- .r___-_._:--- ..010°."1”- . f 1775 01 e:+10 I 4. .14 .. :.; $k= . •' �w 1650 a .o iit„ .& � ^FalrrdgeCan�fos ,1. • www. vailarchitects. corn a 9.K419 ' 11mF - % ,. 1650 Fallridge Road, Suite C-1 �' Vail, Colorado 81657 f.(970)476-4901 p.(970)476-6342 I COVER A0 . 00 ....... 4. ovili or/elf it.;'‘,0101V0 z laf 2 4 WI IS z "?31207 X15-' DRAWING CONVENTIONS SHEET SETS P EC APPROVED 6/7/2018 12:00:00 M DETAIL DESIGNATOR DOOR DESIGNATOR SIM I 1 DOOR NUMBER SHEET INDEX 1 DETAILNUMBER 01 ROOM NUMBER A101 SHEET WHERE SHOWN SHEET# DESCRIPTION BY ISSUE DATE 06/19/18 BUILDING SECTION DESIGNATORGRIDLINE ARCHITECTURE SD 0 - - A0.00 COVER PIERCEARCHITECTS 06/19/18 1 SIM SECTION LETTEF, A0.01 SHEET INDEX PIERCEARCHITECTS 06/19/18 KA1OSHEETWHERE SHOWN Room name A0.03 EXTERIOR MATERIALS PIERCEARCHITECTS 06/19/18 101 ROOMNUMBER A0.04 GR FA STUDY PIERCEARCHITECTS 06/19/18 LEVEL INDICATOR A0.05 EXISTING SURVEY GORE RANGE SURVEY 06/19/18 NAME AL A0.06 SITE PLAN PIERCEARCHITECTS 06/19/18 ELEVATION Air _ REVISION NUMBER A0.07 LANDSCAPE PLAN PIER CEARCHITECTS 06/19/18 1 ALiooy-o° A0.08 TREE REMOVAL PLAN PIERCEARCHITECTS 06/19/18 SPOT ELEVATION A0.09 GRADING PLAN PIERCEARCHITECTS 06/19/18 A0.10 P.E.C. REQUIREMENTS PIERCEARCHITECTS 06/19/18 INTERIOR ELEVATION DESIGNATOR EXTERIOR ELEVATION DESIGNATOR A0.11 SOLAR STUDY PIERCEARCHITECTS 06/19/18 1-g--- ELEVATION NUMBER 1 ELEVATION NUMBER A1.00 ROOF PLAN PIERCEARCHITECTS 06/19/18 A601 SHEET NUMBER A301 SHEET NUMBER A1.01 STARTER SHACK MAIN LEVEL PIERCEARCHITECTS 06/19/18 \ A1.06 STARTER SHACK MAIN LEVEL RCP PIERCEARCHITECTS 06/19/18 4' - 5" I A2.01 SOUTH & EAST ELEVATIONS PIERCEARCHITECTS 06/19/18 _ ___ ® WALL TYPE FACE OF STRUCTURE TO A2.03 NORTH& WEST ELEVATIONS PIERCEARCHITECTS 06/19/18 FACE OF STRUCTURE OR EXISTING FINISH A5.07 LIGHT DETAILS / CUT SHEETS PIERCEARCHITECTS 06/19/18 A9.02 3D MODEL PIERCEARCHITECTS 06/19/18 11 WINDOW DESIGNATOR 00 00 00 N CONSTRUCTION SPECIFICATION INSTITUTE E! SECTION NUMBER- REFER PROJECT NORTH TO PROJECT MANUAL FOR PRODUCT SPECIFICATION (..) Cf) CC MISC . ABBREVIATIONScc i_ Li ) )1 x x wC4 TMM D W CD ROUND c_ CENTER LINE W/ WITH ° DEGREES H CO 0 E CC Z0 ± PLUS OR MINUS it PROPERTY LINE < ANGLE J0 O \\ � > a I N- U) 1- I I 0 0 > n4q & #S iCPi_______ ....r.-,----� AA PIERCE ARCHITECTS L''--4‘ -'-'—.- irtre"le141 I www. va i la rc h i tects. com 1650 FallridgeRoad, Suite C-1 Vail,Colorado 81657 f.(970)476-4901 p.(970)476-6342 SHEET INDEX LA0 . 01 1 ; olili OF bit, -- - 0 fft 6 . .M1 QM IM"' .. •IN IIIIIMm-11.1.11111.1...1-141.111111r.... b Z de 4 WI IS z # el, o —ffd? , log .rr�r PEC APPROVED 6/7/201812:00:00 M watZtIONEMi... 16111 11MISME MM. * EXTERIOR MATERIALS TO MATCH NEIGHBORING CLUBHOUSE or.. www .. im e .AIMIEMEMIP '9. 11 :Milli}liammim.". ..Mil ". 1.11.1.1-7:L11.1111111.1r."mmi"liMillini;".1111"1 "= -----"'""'"' •••=rI_ 06/19/18 SD MAIN ROOF TILE 0 WOOD SIDING -------------------- (....) -------------- Q b _ U) CC H in x cc 1— _:--T 1 VAI L GC)LF & , ____ OFFWHITE STUCCO — ___ o--,,- — — — — ----— H CO 0 E ry — CC Z 0 M R ' 111 } i, •-le __ ] - - -____ J as 1 r - Mil ft ilift ii_ ___ , .._ ta _ _., Q Lo N.... Q 0.o ___ _ ___ __ __ i1 ._ _ __ _ 1 _ 1111.111ft wry 0 ill ill H N. __ cn_ __ ________ _ _ 1 _ ____ _ __ ________________ __ __ ______ _ PP- __ - ------=-= - --_ Is____________________________________--------------. 0 - CID STONE -==-===-=------------------------------ 10 -----iik___ ' - dbli-Tiff , th!III i ' - ;.---'- -. `�. �. :air. ,44...-_,,_-* . .,.::,• nc)` & 3t '^-#`J O� 3D view - proposedmaterials G 1O _ _ r - [-PIERCE ARCHITECTS bill PAINTED STEEL TRIM 1 . ` 0• .- www. �aiiarchitects. com VAIL 11,. 1650 Fallridge Road, Suite C-1 r__i____________0__________ - ==-- _ __ � Vail, Colorado 81657 r. - — ° ��� I f (970)476-4901 p.(970)47E 6342 Iii- fil PF38 [C [co OM _ _ _ _ - - (0, EXTERIOR WOOD TRIM !�� MATERIALS 1 i r 0 3D - rear facade lliii OF 1110.41 1. 4 WI IS Z TOTAL AVAILABLE GRFA TOTAL SQUARE FOOTAGE CvlibLe' MAIN LEVEL 1,453 SQ FT P EC APPROVED GR FA RATIO N/A 6/7/201812:00:00 M TOTALSF 1,453 SQ FT *SQFT INCLUDING GARAGES,BASEMENTS,CRAW LSPACES,ATTICS,ETC. SITE AREA 5,731,189.2 SF (131.57 ACRES) -- MAX GRFA N/A AVAILABLE 06/19/18 TOTAL EXISTING SQUARE FOOTAGE SD MAX SITE 5% OF TOTAL SITE MAIN LEVEL 957 SQ FT COVERAGE 5,731,189.2 SF X .05 = 286,559 SF UPPER LEVEL 643 SQ FT TOTAL SF 1,600 SQ FT EXISTING SF 1,600 SF PROPOSED SF 1,453 SF TOTAL PROPOSED SQUARE FOOTAGE PROPOSED SITE 1,740 SF MAIN LEVEL 1,453 SQ FT COVERAGE ,*----'4 , i\ TOTAL SF 1,453 SQ FT ...Age \ %�♦♦,♦,♦,♦,♦,♦♦♦♦�♦�♦♦♦♦moi: o. v (...) "°-.. .. ,rr . .yam,.. \`_, \ `` 1 ` J N.1 , 114 ` , ,.• •' ''S4L ,W,'1 < I •♦♦♦♦♦ ♦ SON \ \I - \ ,._ IN 1 t.. 1 , \ DEMO EXISTING 1 ,600 SF 1,, \\ \\\\� .t• *so. - I . N . „ &\\\\x N- Cf) �\ \ CC �, II\ - I \_I. U) (0 x \ ii A 1 CO t -\,‘ "8 '‘\ 4,4-*\ \ .0 .4 - • H 03 0 ‘b:k*-7,1 \:._, i \ P. & 1 N • ., \. *7 1 CC Z 0 Z \ a Q •o \ in in > a I r y 7 tg U) 1 ,453 SF MIW #g* I < 0\ V tit U V \ V OSS - MAIN LEVEL- GRFA EXISTING 1/8" = 1-0" O SS - MAIN LEVEL- GR - & 1/8" = 1'-0" ---------------- -.\ Ciq‘ & ----------- > 4 ROOF OVERHANG o Q,� 287 SF � Go� !"Jiii_liii II II liii liii 1111111111111111111 11 11 11 11 11 11 11 11 11 11 11 11 11 II II II II IIS'_ I A ,---APP-- 1=--.1111111 11 11 11 11 11 11 11 11 11 11 11 11 11 lim 11Mir_ PIERCE ARCHITECTS E BUILDING FOOTPRINT re,,,40.. . ._. ._ . www. va i is rc h i tests. com 111 0 1 0 0 0 0 0 0 0 0 0 0 0 I 1650 FallridgeRoad, SuiteC-1 Vai 1,Colorado 81657 VIII VIII f.(970)476-4901 p.(970)476-6342 GRFA STUDY II i II ® SS - ROOF PLAN - GR FA 1/8" = 1-0" e .[ AO . 041 NORTH (1 CIF I/4 "S411111111V4 I 14.*1 I\ / / 0 \ PEC APPRQ/ED 6/7/201:12:00:00 AM I 26,0•:::: I 1 I J o o° r RIGHT OF WAY a) J .o rn .o II 1\12" CONCRETE PIPE \ o a APPROXIMATELY 345' © 0.33% c_ ov ALIGNMENT UNKNOWN I I � coCeo 0 0 / 1- i �_ \ cn , '' I \ 0 N 1 \ \ I- N ' / � I \ wZw STRIPIN J> I / oo \ I V/ \ \ Z �� N \ II CO s r!� 11111 �� 100 YEAR / \ FLOOD PLAIN __ ...., tiir_ H,L2I01V DR VING 24" CONCRETE PIPE / �` s I RA GE NET 198' © 0.50% / \ I \ \ I CURB Sc GRAPHIC SCALE \ 12 CONCRETE PIPE DRIVING \ GUTTER 20 0 10 20 40 80 \ 24" INVER IN = 8228.38' RANGE NET \ 1 \ CONCRETE PIPE I \ v INVERT OUT = 8228.64' \ \ rTl \ GROUND WATER \ F-�-� �' MONITOR PVC ( IN FEET ) I \ \ 4" CONCRETE PIPE i (GROUND ELEV. = 8232.4') a��5 \ I \ r24 1 inch = 20 ft. \ \ PH0 PEDESTAL S 1 4 ® 0.38% � � „ � \ \ LECTRIC TRk�NSFORMER /f 1 O \ „ INDICATES A INDICATES A O \ �' 10 \ T/1 \ \ N 24 CONCRETE PIPE STONE VENEER WALL LILAC BUSH , PAN V1 ,D _ __ \ \ GSE Co INVERT IN = 8228.46' O • �.-�! �` 1 / \ 0 � ro. �� A._ GUY WIRE \ 0 1 OP4 • • • o '''' — ' 1 I z O \ / / i_ \ \ \I�K�Krh�K�K�K�f1� �� '% 03 F-'-i ISI MSI \ DRIVEWA i ASPHALT / I V C \No , 1 / \ b i� —� -,:%::,-/ \ \ CON \ PONCRETE -� -. -�j -�- I \ SEWER CLEANOUT �� '----- �9rT , / \ \ \ \\_ ///` @ - - WATER LINE z 0,- I. 11 >.. BUILDING � �� -- .fir ' \ \ OUTLINE \ � �� 11 I ! O 24" y '� ,/���/ CONCRETE PIPE/ / / \ � �, ,tea INVERT OUT = 8227.80' \ \ / �� /'' 5� '\, 1 g CA Z Z / / \ CONCRETE ♦ v q L ( PRACTICE . N \ STEPS �l GREEN 1 .� / z Ili 2 � � (1, 2 O H O !I %• �1 INDICATES A y\1 \\\ \ ) / ROOF OUTLINE BOULDER WALL ; O l t // �� I I v co ( *.) / I / s Coo / \ �'Itf PARCEL BOUND RY \ \ / / ...,, FIRE ��, \ _ Aj / 4" WHITE PVC PIPE •. HYDRANT yY° Clo \ • _ / INVERT ELEV. = 8226.74' I—I / / N / • / WATER LINE \\\ \ -rit \ \ MEMORIAL z MARKER / / ( —� CONCRETE APPROXIMATE SEWER \ \ \ STONE / PAN �� LINE LOCATION I \ \ \ \ / z \ \ OUTLINE \ \-- — \ OF TEE BOX N /\ �/ S ONE SIGN OUTLINE \ \ OF \ ����•- (\--________ / O TEE BOX / Q _-----'"- \ \ \ / / \ Q N N \ \ ,--------ic (DP•1\-\ ----- -----P NOTES: N \ 0 oN LEGEND \ 1 ) DATE OF TOPOGRAPHY: 12/2/2011 2) BASIS OF ELEVATIONS: MAIN FLOOR ELEVATION OF GOLF CLUB HOUSE = 8242.0' (NAVD 88) �; W DQ ELEC. METER/TRANS. TREE (EVERGREEN) \ 7 cr FIRE HYDRANT =\' TREE (DECIDUOUS) SURVEYOR'S CERTIFICATE 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY o o (f) LIGHT POLE wv DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, VALVE (WATER) I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY FROM THE DATE OF CERTIFICATION SHOWN HEREON. Q MANHOLE (ELECTRIC) EL PEDESTAL (ELECTRIC) SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. e MANHOLE (SEWER) Ei PEDESTAL (PHONE) 4) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD \ 00 PLAT FOR THE SUBJECT PROPERTY AND TITLE SEARCH PERFORMED BY LAND TITLE GUARANTEE COMPANY, (I) (I)_ BUILDING/FOUNDATION .................,..\‘‘ I DIRT ROAD/PATH/WALKWAY =y0Q,PL]• .tcF.6./..tis,i' ORDER No. VC50020697, DATED OCTOBER 1 , 2009. u, DRIVEWAY/EDGE OF ASPHALT :°:• '•`� '; 5) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. X X X FENCE SAMUEL H. ECKER �: y COLORADO P.L.S. No. 30091 •N 30091 D. i c' FOR AND ON BEHALF OF i o •`s °' 6) INLET INVERT ELEVATION IS APPROXIMATE DUE TO SNOW ACCUMULATION. m o • GORE RANGE SURVEYING LLC ��y�ss3h/16/2015. _ Ll k l,,%,111...LLS° j 7 Z o � o >