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HomeMy WebLinkAboutB18-0132_REV1 approved plans_1541531173.pdf z.fi• C VICINITY MAP PROJECT INFORMATION 0 pop PROJECT: 1965 SUNBURST DRIVE, VAIL, COLORADO 81658 11/06/18 `, "�' '+Y: + i� '*t' ; z+ , - ► : ! • i `-y LEGAL DESCRIPTION: VAIL VALLEY 3RD FILING: LOT 11 ,f ,s.` a�e. � i 1 f F a..les.,� r I 4.► • • •, , . _ . ' ."t,;, •'�. 1 PARCEL NUMBER: 2101-091-03-003 41 = • y .1',+ • Y ► •,.[t r•F " , •• .j.:. . . .• .,.-:-,6 ..i.A ` . ,r• f�'T i; . -a's - 1. 1 1 } ' . .. . • •• • . •; r.k.t a USE BY RIGHT: PS (TWO-FAMILY PRIMARY/SECONDARY RES) .. . • 4 �� • ��� : � .. yY +` • - A .,�. ';1 + ,„ r�r- -• �•` t ."- . . . 1 ' F LOT SIZE: 0.4354 ACRES = 18,966.0 SF �,. . . .. ern . . . , - . . '1. 1.-. " ;t' . i.� r. . _ a.. =, 4 4,f. ALLOWED GRFA: r,; ;f� • •. '-,� ��+ r Y, ►,, • •i�, •. ; •r '''y :- ,;ll • ' . 7,013.3 SF • I. ► I • ,��;' �•• a1 �_ ALLOWED SITE COVERAGE: 3,793.2 SF ISSUE: +. A `. i;`'i'�•� ..r• - ` •; '•�� p,,'�' ^-`l,r -. •' ,. '� r 'y;`'' L7.... -a ' . 1_,{ I. `;• � .. REQUIRED LANDSCAPE AREA: 11,379.6SF (18,966 x .60) 2017.12.14 .'►� ` � +L- w ` ' . , ¢, �� + `" f a •• - ""' - • • , '- • . -. • .. t - PROPOSED HEIGHT: REFERENCE SHEETS A4.1 AND A4.2 A- CONCEPT DESIGN r , r • 1P; - } PARKING: 5 -EQUI' D AND PROVIDED - 3 ARAG 2 EX RIOR 2018.01 .17 •r �,, ,� •rr. .11,°" ""N9, B SCHEMATIC DESIGN REVIEW }� • ' n• + � + r• ; ♦ OCCUPANCY: R-3 RESIDENTIAL SINGLE FAMILY- REGULATED BY THE IRC 2018.01 .26 • ` `r C - SCHEMATIC DESIGN REVIEW • 1_v.::` _. - r'• CONSTRUCTION TYPE: TYPE 5B -WOOD FRAME, NON RATED • - '�� 2018.01 .31 • 1• •rI, I FIRE SPRINKLERS: PROVIDE A FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH { '- 1 j D - SCHEMATIC DESIGN REVISIONS .,y;a'� •,• m � , ,..-•• �. �f _ _ -. .- � � � VFES STANDARDS p p ► `' ,;. ,F 4 • .y . a- - _. ' •• 2018.02.08 A ' y _'ti ••• '` . ,,r _ A.. .. E GARAGE STUDY � � - .1 "'•. .rr^- i -...' " � - � • - r: r • ■_ - " . - 2018.02.26 ." .: � . -. .,� ,� �. r .: ,: ' _ ' - : - - - - : APPLICABLE CODES . . , F TOV DRB FINAL REVIEW `•` ti• ►+, - • • •• _ •_ -:;�•.. - i �} 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL FUEL GAS CODE 2018.03.15 "..�.• •:z �,�_ • ' �; r •_ , , ;�b . _ • + +. • ` _ ;* �.'- 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE G TOV DRB REVISIONS ••, e .r. . H . , • r. r . - % Y, 'y_ > ,, • ,.., •. _ f „ ,r . 2015 INTERNATIONAL PLUMBING CODE 2014 NATIONAL ELECTRICAL CODE 2018.04.13 �• , Y - + - - .. ,... : .� +' f.. .� 2015 INTERNATIONAL MECHANICAL CODE • :.r _ F ��` _ ,, - ,- •�- - - - J TOV BUILDING PERMIT - - r +"'�` / f 7 _ ..4••• -1 . '- '. ' •� �,p - ± _: -' - - �- r � ,., 2018.04.27 w -�� �- R1 PERMIT REVISION _ - ' - . - - _ .� ��-� __ , PROJECT DIRECTORY {} _ w r, '•. _ _, - r - . Y r w.� - !� �rLs_+ }rte } `•� _• ^`� ` :ti- $S. .� l /-_.. , .� S OWNER: WILSON FAMILY INTERIOR SLIFER DESIGNS • ' ..,. 4 . _ _ • .-• `• ;��.- . - �• , • - • _ 2609 DAVOS TRAIL, VAIL CO 81657 DESIGNER: 216 MAIN ST, SUITE C-100 a:p. 7s ';+;r. .� Ste. '- y`: • `' . �11 ' ��_ � ; , ` _ r PHONE: 970.390.4378 EDWARDS, CO 81632 ar _ _ - • .t CONTACT: TINA AND DAVID WILSON PHONE: 970.926.8200 ' �"�� '-' i .�'k • :� . ■ • f - CONTACT: KIM TOMS f - �� ti /ry J a: tinawilsonvail@gmail.com '*. '' �,~. - rt `� . l 001.?' ; y x� 4�_ -;�• _ kimtoms@sliferdesigns.com ''4. •�'�`: ►„ `, �' ., -!. _ • ' 1(.r+. % t -.- _ a i.64-.' F. ARCHITECT: SIPES ARCHITECTS GEOTECHNICAL H-P KUMAR or * .- - .i _ ar„ 4• �. lit-.. Y ►. r; ''_,*I ,' `ai 5020 COUNTY ROAD 154 *y _ +.. :�-' '•'r' •. },i' �' �' , _ t �, 175 WILLIAMS ST, SUITE 204 ENGINEER . s " ..7_4 �� .�• •`- '' -- GLENWOOD SPRINGS, CO 81601 �_ •- 4 • �. .•� , T �. PO BOX 153 (SUBSOIL STUDY) . 4 '� r 5 ' }�T 4 .• r ' -' •+ w `' . , r, - r + - PHONE: 970.945.7988 ., � MINTURN, CO 81645 d + _ .,y, :,4r CONTACT: STEVE PAWLAK �.,' -4 .� • 6 - *b ` #� �• ,� PHONE: 970.236.1519 I + r' 4'• . t• -. rA�� � , e -•� . . y� . + IPP___I.%' + CONTACT: BRIAN SIPES, AIA, LEED AP spawlak@kumarusa corn • ,. K " brian@sipesarchitects.com . 401 l j•, It ► ' :.: •.' �;.. - . i • '• ..{' 970.845.1115 DIRECT •,• '` .� '�::' •'[' ' , !~� -+ �'.4711-41.4.0 - •`. ", STRUCTURAL MONROE & NEWELL ENGINEERS i'' r '~ ~••'.Y. �` r i ENGINEER: PO BOX 1597 ~ . - � ' AVON, CO 81620 r• .. ti F - • / .` • f ` ►,�• • • • PHONE: 970.949.7768 '' `' N.-if' - �,. CONTACT: HANNES SPAEH •-. - •ar`F + ti F* '= hspaeh@monroe newell.com ,• ' r 7y if!, r "u \am i•• _ r - ' •. � 7. - „ O . 4, - f • ', - " � �� •�4 '� . � SHEET INDEX "'- " �� - ' ' x i, • ,• ,' _:t`.; „ - . •:�•''l'•(r 14,. y • A0.0 COVER SHEET A5.1 BUILDING SECTIONS , C't TRICK .. f:'A r. 11•j, 4. • ' A6.1 WALL SECTIONS ++GG ! r n + s t ": ' • --- ; - ZONING CODE COMPLIANCE SIPES B419 J nr . - •4 i•;- - Q. . . _+ ,..r .' ..1 ' 4.-' - - A.'. ` „ ti.. �, ,� h.! ti A6.2 WALL SECTIONS .rw^ A. �'w :v.114? ;y "' ,z �, . c . . ; -i. c`:} t d • A0.1 CURRENT SURVEY ,�►I z 11 - .N` ` ,. . - - ' ', .�r-'' •! fir' -.1. -_ .- A0.2 PROPOSED FLOOR AREA CALCS ' LS 1[\ i� -+a0- ., , , ,r� -.j„ A7.1 BUILDING ASSEMBLIES .f ' .� ,-� .. ti + •, , • ,_� A7.2 BUILDING ASSEMBLIES AND DETAILS 'A',;. '. •,;rt�� *�:. Vic'; r.: ^. . •' :. ` -.. �r . ., A0.3 PROPOSED SITE AREA CALCS [ I$ • r' A0.4 BASEMENT GRFA REDUCTION CALCS A7.3 TYPICAL BUILDING DETAILS PROJECT LOCATION A7.4 NOT USED ARCHITECTURAL A7.5 TYPICAL WINDOW AND DOOR DETAILS A1.1 SITE PLAN 1965 SUNBURST DRIVE A1.2 LANDSCAPE PLAN D2.0 LOWER LEVEL DEMOLITION PLAN STRUCTURAL D2.1 MAIN LEVEL DEMOLITION PLAN S1.0 GENERAL NOTES AND DETAILS D2.2 UPPER LEVEL DEMOLITION PLAN S2.0 PARTIAL LOWER LVL AND FNDN PLAN WILSC) N FzEsiDENcE D2.3 ROOF DEMOLITION PLAN S2.1 PARTIAL MAIN LVL FRAMING PLAN RENOVATION A2.0 PROPOSED LOWER LEVEL FLOOR PLAN S2.2 PARTIAL UPPER AND LOW ROOF FRAMING PLAN A2.1 PROPOSED MAIN LEVEL FLOOR PLAN S2.3 PARTIAL UPPER ROOF FRAMING PLAN A2.2 PROPOSED UPPER LEVEL FLOOR PLAN S3.0 FOUNDATION DETAILS VAII. A2.3 PROPOSED ROOF PLAN S4.0 FRAMING DETAILS A3.0 LOWER LEVEL CEILING PLAN S4.1 ROOF FRAMING DETAILS ' A3.1 MAIN LEVEL CEILING PLAN A3.2 UPPER LEVEL CEILING PLAN A4.1 BUILDING ELEVATIONS SIPESRCHITECTS A4.2 BUILDING ELEVATIONS 175 WILLIAMS ST. SUITE 204, MINTURN Co 81645 SYMBOL LEGEND MATERIAL INDICATIONS PROJECT GENERAL NOTES WILSON RESIDENCE 1. NO DEVIATION FROM THE STRUCTURAL, 12. ALL DIMENSIONS MUST BE FIELD CHECKED BEFORE RENOVATION ° REVISION REFERENCE v7 CEILING HEIGHT /1 EARTH WORK /// STEEL ARCHITECTURAL AND ANY OTHER DISCIPLINES DESIGNINSTALLATION OR CONSTRUCTION OF ITEMS. NOTIFY C:=3 1 WITHOUT WRITTEN APPROVAL OF THE APPLICABLE ARCHITECT OF ANY DISCREPANCIES BEFORE NAME AUTHORITY TO DEVIATE FROM THE PLANS OR PROCEEDING WITH WORK. W_1 WALL CONSTRUCTION TYPE '°� a� 1965 SUNBURST DR XXX ROOM NAME & NUMBER Ax.x , �► STONE/GRAVEL/ POROUS <<<<' PLYWOOD SPECIFICATIONS. 13. THE ARCHITECT'S REVIEW/APPROVAL OF SHOP KEY FILL 2. PROVIDE BLOCKING IN PARTITIONS AS REQUIRED FOR DRAWINGS AND PRODUCT SUBMITTALS SHALL NOT VAIL CO 81657 0 ALL ITEMS ATTACHED TO WALLS, INCLUDING OWNER RELIEVE THE GENERAL CONTRACTOR OR O BUILDING SECTION CUT KEY \N FIREBRICK FINISH CARPENTRY FURNISHED ITEMS. SUBCONTRACTOR FROM RESPONSIBILITY FOR Ax.x 6. LOCATION AND SIZING OF BLOCKING FOR ALL FIXTURES DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS A COLUMN GRID SHALL BE COORDINATED WITH ARCHITECT AND/OR UNLESS HE HAS IN WRITING, CALLED THE ARCHITECT'S -mum= INTERIOR DESIGNER. ATTENTION TO SUCH DEVIATIONS AT TIME OF �©� WALL SECTION CUT KEY VA BRICK Illi���l�!!�� BATT/ BLANKET/ LOOSE FILL s PROJECT NO: Ax.x INSULATION 7. ALL GYPSUM BOARD TO BE /" . USE WATER RESISTANT SUBMISSIONS, NOR SHALL IT RELIEVE HIM FROM 00125.00 1 GYPSUM BOARD AT WET AREAS AND CEMENTITIOUS RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE a A10.1 2 INTERIOR ELEVATIONS ® EXTERIOR ELEVATION SYMBOL // STONE FOAM INSULATION BACKER BOARD AT SHOWERS. SHOP DRAWINGS. 8. ALL PENETRATIONS AND JOINTS OF DRYWALL AT 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 3 BEDROOM, BATHROOM AND OTHER ACOUSTIC WALLS CONSTRUCTION SITE SAFETY, CONSTRUCTION SHEET TITLE ARE TO BE ACOUSTICALLY SEALED. METHODS AND TECHNIQUES AND SHALL AT ALL TIMES xx WINDOW NUMBER © �N�� CONCRETE MASONRY UNIT ^^^^^^^^^^^^^^^ MINERAL FIBER INSULATION 9. DETAILS ARE USUALLY KEYED ONLY ONCE (ON PLANS INSURE THE SAFETY OF WORKERS FROM DETAILS • OR ELEVATIONS WHEN THEY FIRST OCCUR)AND ARE CONSTRUCTION SITE ACCIDENTS. THE CONTRACTOR COVER ® - TYPICAL FOR SIMILAR CONDITIONS THROUGHOUT SHALL COMPLY WITH THE PERTINENT HEALTH AND ® DOOR NUMBER 1 CAST IN PLACE & PRECAST GYPSUM UNLESS NOTED OTHERWISE. SAFETY REGULATIONS FOR REQUIRED METHODS FOR SHEET I 1 CONCRETE 10. THE WORK SHALL CONFORM TO THE APPLICABLE PROTECTING THE PUBLIC AND CONSTRUCTION �\ L. - J GROUT/ MORTAR BUILDING CODE AND ALL OTHER ORDINANCES, CODES WORKER'S HEALTH AND SAFETY DURING THE AND REGULATIONS LISTED IN THE SPECIFICATIONS OR CONSTRUCTION PERIOD. NORTH ARROW ON THE DRAWINGS, AND REQUIRED BY THE LOCAL 15. THE CONTRACTOR SHALL MAKE ALL NECESSARY SCALE: N.T.S BUILDING AUTHORITIES. THE GOVERNING CODE, RULES PROVISIONS FOR THE PROTECTION OF EXISTING NORTH ` T. O. XXXX SPOT ELEVATION SYMBOL GRASS AND REGULATIONS ARE COLLECTIVELY REFERRED TO FACILITIES ON AND ADJACENT TO THE SITE DURING ,R XXX'-XX" - - - - AS "THE CODE". CONSTRUCTION. T.O.XXX 11. THE CONTRACTOR SHALL REPORT ANY 16. FOLLOW ALL MANUFACTURER'S REQUIREMENTS AO O XXX XXX ELEVATION MARKER /�/ ALUMINUM INCONSISTENCIES, CONFLICTS OR OMISSIONS HE MAY REGARDING SPECIFICATIONS, ASSEMBLIES, MATERIALS, xxx-x° // I DISCOVER IN THE DOCUMENTS OR IN THE EXISTING AND ADVISE ARCHITECT OF ANY DISCREPANCIES OR COPYRIGHT 2018 SIPES ARCHITECTS,INC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS CONDITIONS TO THE ARCHITECT FOR INTERPRETATION CONTRADICTIONS WITH THESE DOCUMENTS. THE PROPERTY OF SIPES ARCHITECTS,INC NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF SIPES GLAZING /GLASS PRIOR TO PERFORMING THE WORK. ARCHITECTS,INC.SIPES ARCHITECTS'INC.SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING COPYRIGHT THERETO. TELEPHONE: 970.236.1519 0. ii 6 ---- ---- R=208.84' i , — .. FOUND PLAIN No. 5 REBAR n SZgS / L=54.�� ChrB=N82°22'58"E — (ELEV. = 8246.61') 0 0• / i — a co 82461 $141yias ,si�� P / \ sp, r,„ ._ . „E, / 0 0 / , Zig _____ - - ►1—�y;��, o I� 8 r�� " \ SN v aQ � / / » \ •/11 ,\ PNS\ SEWER MANHOLE a 1._ iik \ iS 5�' ,• ' �� V RIM ELEV. = 8246.6' / / / / / / \� / CENTERLINE OF 30' \ /,`` SPN \� \ 8 \ r \ UTILITY EASEMENT / SPN ro Tar FOUND PLAIN No. 5 REBAR / — \ 1 \ (ELEV. = 8248.69') / 851 —/ SP v v II lo g43 SPN9/7,, . \/ I4.5 '3° NS \113_ ��` WI i / s_..... \' .PN 11 1 / ' N \ ,,\51\‘\\ ,__----A .. 04 1 \ S 'o Q. :825038 , 7 , -� x8250.53 \ \\ /S ) \ N DECK P \ / / _ N \ x8250.1 0 ' LOWER ENTRY \ x825tl.23 / C. SEWER MANHOLE / \/ V( ��� v ELEV. = 8250.8' \ RIM ELEV. = 8249.9' \ x8250.27 \ \ / Z �� / DECK \ \ / \ \ \ I`I I C RIDGE \\ /I O \ \ ELEV. = 8282.9'\ \ LOT 11 o\ �'' FLOWLINE OF • \ \ �% ,57/1 --\c'\ N DITCH \ 0.4354 ACRES \ \ 1965 SUNBURST DRIVE / n w 4 �.I \\ \ \ < ��—, • \ \ RIDGE /I Q t— \ \ ELEV. = 8287.8' cP MN M in ME :I: --4 ._.1 N \\ \ �Q ENTRY ELEV. _ _ v`ra� 11 di \ \- \ = 8261.1' \ \ \ 0 OUTLINE OF \ Aler r VgCOPORCDH \ 1�0� \ • \ \ 25 RESIDENCES \ A 825.2 '11%,), \ 8261.0' GRAPHIC SCALE :I: >ml .., x825'.2 i� tiara �� G�., � ` LOT 31 10 0 5 10 20 40 0 8259.73 \ \ \ in g ., .1•0R LANDING N / N ( IN FEET ) LOT 33C. ! \ °o \ 1 inch = 10 ft. — — \ \ 82•-55 I O O O \/ o - \ ,.. ^^ � l wirNi.., , - ii, ,11P1 625 / \ .. 0 In I—�--1 tr) El \ \ ,N 1, / GARAGE SLAB — \ / = 8260.3' 826o PAVER DRIVEWAY r-1 cb <1teli 1li��e' APPROXIMATE LIMIT OF POSSIBLE \\I I , / �j!�"� AVALANCHE INFLUENCE ZONE I\ (PER TOWN OF VAIL HAZARD MAP) \ I I \ I \ / \ / 8259 \ I ��-4�� NOTES: 11. / ,�n----i / 1) DATE OF TOPOGRAPHY: 12/12/2017 I Zikjj 826 / \ P 2) BASIS OF ELEVATIONS:TOP OF MONUMENT FOUND MARKING THE SOUTHEASTERLY CORERN OF THE ' ( � / \ SUBJECT PROPERTY, ELEVATION = 8265.07' Am: ��F �!� �o. m —82 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY \ e :! >` '° DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, I \���� / 1MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. ��.......„,.... !�y �-��'�,Am 4) THE BOUNDARY DIMENSIONS EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD UTILITY & DRAINAGE �'� ;�9 !i ,8262 4/4N!�` 1 fPLAT FOR THE SUBJECT PROPERTY. ;, \ Q EASEMENT ....m oto- !I�'!j�S f\ \ \ 4 ,,. 5) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. Ci \ 7 -8263v. !` � \ \ p' \. I o UTILITY EASEMENT\ \\ . ��� — — - \ SURVEYOR'S CERTIFICATE \ --ti—TV \ 6 — — \ FOUND REBAR WITH I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE c _ A PLASTIC CAP OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY z ,� / ELECTRIC —J P /82 0 P / \ P.L.S. No. 2183 SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. W Q W TRANS. ELEV. = 8265.07') PHONE PED. w � ...____.,:......0...1„,,,,,,,,,‘,..,I.,. / _IP' 8265 rti • " •• S `; SAMUEL H. ECKER Off• • � (Ni _`$ 1 INDICATES A COLORADO P.L.S. No. 30091 i �• . f CE LIGHT POLE FOR AND ON BEHALF OF •� m: rr —4,62.5. I SCD 0� .L - o \ \ GORE RANGE SURVEYING LLC i ��O1 N 'i :12/14/2017 /fir / 28°27'40" \x8265.16 �1i �'!it � ID. .•'�c��)' m DRIVE (40 R.O.W•) R=149.09 1L LAS SUNBURST -- a -L=74.06' z s ChB=N85°50'55"W o o ChL=73.30' IA" CIF d•° .Z. C ICV 401 ktI 'rlW i07 11/06/18 41 1 i\A II *- r 1 f **\ ,:si I --"------ /AW .11WA.=_ _F IM / r I 1_F " A_____I \ ♦ll�i► 1 J 874747414747474r - 10 NEW BUILDING AREA TO ;►•�•»•��ii�►•00�•i�il � ��;`-� = a___ NEW BUILDING AREA TO NEW BUILDING AREA TO iC .a;� IL, ' ;J ��. ,__ NEW BUILDING AREA TO ISSUE: BE ADDED 297.4 SF J ii4= ►♦ .iii ._wvr�.e �l♦ / ♦l� �� il ♦ iil� .1 ►i♦ 1 ♦ii1 BE ADDED 12.6 SF BE ADDED 206.5 SF �•i°.'►iiiiiiiii (-- ----11 �!i�l ii iii I Firywom I L_ ® �� ��•�� B E AD D E D 12.6 S F 0�•000OOOOOOOi $j iC Vii.• �........... 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Ilii••♦ 1 ►iiilll♦ I -- - NEW EXTERIOR DECK T-�� - -- ---� STUDY C«►iilll♦ iiiii �� __�.- - E- GARAGE /iiii� ►iiiii♦ iv Ilii•, � ►iilii♦ I f��'. l,, 4.±..-=,-----_k______1, r �•�•�.•�� NEW BUILDING AREA TO ION I� 2018.02.26 I`�•••••O•••O • •� BN EE ADDED 12 6 S F I F =11 .-•- i•i ►Bill♦ I ♦� ♦•Illi♦ F-TOV DRB- FINAL REVIEW ♦ilii♦ \�; ���` 2018.03.15 , . ] i �` G -TOV DRB REVISIONS __ - 0\ I, 1.1 gni_ - o ■ N i*, 2018.04.13 �����\�\\\\\\\\ ENLARGED EXTERIOR J -TOV BUILDING PERMIT C �►��-- \\i'� ���r r z TERRACE \I\���N��\��\\%��\\\gip-� • BASEMENT GRFA �� MAIN LEVEL GRFA lug �1�' EXISTING LIVING SPACE GRFA 2,061.4 SF GARAGE AREA: ;� -� EXISTING LIVING SPACE GRFA 2,144.5 SF PROPOSED NEW GRFA 310.0 SF 4 \ PROPOSED GARAGE GRFA 329.4 SF 929.4 SF GARAGE FLOOR AREA TOTAL GRFA BEFORE REDUCTION 2,371.4 SF 600.0 SF EXEMPTION REDUCTION a '�� � PROPOSED NEW FLOOR AREA 231.7 SF 329.4 SF TOTAL GARAGE GRFA Iallall TOTAL GRFA 2,705.6 SF BASEMENT GRFA REDUCTION 38% -901.1 SF � � J TOTAL BASEMENT GRFA 1,470.3 SFli 1 REFERENCE SHEET A0.4 FOR REDUCTION CALCULATION METHOD i �Ii /r 2 11 PLAN TRUE PLAN TRUE GRFA NORTH NORTH GRFA NORTH NORTH 1 BASEMENT FLOOR PLAN 2 MAIN LEVEL FLOOR PLAN 7" r- A0.2 CA---) 3/32" = 1' 0" J J A0.2 SCALE: 3/32" = 1' 0" l t ' .TUCK * SIPES OPEN VAULTED AREA , E) B. 196 TO BEO OADDED 19UAREA F NEW 7LDING tSeSF .0 AFC' ABOVE 16'AFF �a++ i-\ �-7- 790.8 SF / - _- `K.\ V , , • [18 ' ' 1 r 17 \ - -- i► ♦le 1 AREA OF NEW BUILDING •�C 0•i! 041 I ' ♦l♦ N I I \\ ji AND STRUCTURALLY iiji 1 II 41 ----- 5� ��_____411 �, i II ►•i s II it II II i / ♦♦ ' l I / III I I I II .1 .l�l�l• 1 I II �i���iii `------ , g �' N N I��-�-� �lll• --- -0 r-------t I .1 ! 11I ilii iiiiii�_ : i I r 1 ♦i� :i.�lii�i. -�� �4 r r _II I 11 - �� •ll.►•lptilil•�+l•� �� __ I I I 1 r- r/\)N., fi LI I illi,i�-pp�•ili., II 'ii N r �I -- - ♦li,f ♦ll�i Y- - �$ ---,_� viii �^ iii ilii i• 1 �1 fir ♦it •Ilii I III V . > �i �•ii ►i IIII LI mLij +��� pll�l �l �l N �� �A� d I I •••••••i� 441'.' • ; LL ...., .............................. 1 5 1 P E 3► R G HIT E C T S I L- � 4-d F - ♦lid = 4..► �y A�4 ♦iii. ♦♦iillliiiillliiiiillliiiilliiN'y 0 '�i�� t,i�� •l l l l4i•JC� lilt••l l l l i i l l l l•H•i i i l l l l l l i l l l l l l i i1 Nib' 1 7 5 WILLIAMS S T. SUITE 204, MINTURN CO 8 1 6 4 5 C �i1 iii ♦ill w..i•���������!_e�iiiiiiiiiii�iliiiiiiliiiiiiiii"a LJ I-1 ❑ �i�i: N. II •l ••QNS yl-•-•-•-•-l-•-•-•-•-iM aAi�l�l�l���i�i�l�l��l�l�►�i�ii'i�l�l�l�l� itisy r " I ►�����i� C-7 '_- i4,-- --- s ♦illi0'e - �•O�•,�j�i0�� AREA OF STRUCTURALLY WILSON ►illll�►••� - ••Bill S U P PO RTE D ROOF I UPPER LEVEL GRFA ►lill•�9.�i! _I I - 111 •�°ilii r ►llii�W. - - 1' ♦oll♦ OVERHANG TO BE ADDED RESIDENCE i/► 7�- �i �- i/•�•iiii1- EXISTING LIVING SPACE GRFA 1,084.7 SF ,►liiiil� �- -1-- ♦illi 235.8 SF ►►•OOOOi►Oi Oi•OOi• AREA OF H EXISTING VAULTED AREA 790.8 SF !C►•iiii•,►ii _ Oo0•00 RENOVATION IF/_ _ ____ �� . 1�::: STRUCTURALLY I� I� TOTAL GRFA 1,875.5 SF . El- J--- . •����•� SUPPORTED ROOF -II J ►�OO�I •p�� F I 1 lull ►Mili►l•� 1 1I i11 l�l�l�l�l� OVERHANG TO BE SITE COVERAGE •illl�il� II II _ _ �I llilliil EXISTING SITE COVERAGE 3,287.9 S F �•�l�l�l�l.•�l� ��_ \ - �� •O;iiO.O�� REMOVED 169.4 SF 1965 SUNBURST D R f� I I �����������.�, � � - - ����� SITE COVERAGE TO B E REMOVED -169.4 SF�-�- ��-�1IF 1 �. PROPOSED NEW SITE COVERAGE: 418.8 SF VAIL CO 81657 I I�/ I _ I I EXISTING LIVING SPACE l�o�l�l�•� 235.8 SF °--11 5) �III v� IIS GRFA 1,084.7 SF - �- - 1 iloi••O•l 19.7 S F ,i•M•iii• TOTAL SITE COVERAGE 3,792.8 SF AREA OF EXISTING 1�1 I I O.O.00 - BUILDING SITE -�I II 111 ������0 PLAN TRUE COVERAGE k �LS `Iv �� ►��o������� PLAN TRUE GRFA NORTH NORTH 3,287.9 SF I _ ___ _ % •i PROJECT NO: _ _ _ ••l•• PROPOSED NORTH NORTH 00125.00 L J ��` ��` ► 4 SITE COVERAGE PLAN 3 UPPER LEVEL FLOOR PLAN 0 J A0.2 SCALE: 3/32" = 1'-0" K._ / / A0.2 SCALE: 3/32" = 1'-0" / / SHEET TITLE PROPOSED CALCULATION BASIS: GRFA CALCULATION: SITE COVERAGE CALCULATION: FLOOR AREA ZONING DISTRICT PS (TWO-FAMILY PRIMARY/SECONDARY RES) 1,470.3 SF BASEMENT 3,793.2 SF ALLOWED SITE COVERAGE CALCULATIONS EXISTING DEVELOPMENT SINGLE FAMILY RESIDENCE 2,705.6 SF MAIN LEVEL 3,792.8 SF PROPOSED SITE COVERAGE PROPOSED PROJECT ADDITION AND RENOVATION 1,875.5 SF UPPER LEVEL 0.4 SF UNUSED SITE COVERAGE SCALE: 3132"=1'-0" 6,051.4 SF TOTAL GRFA LOT AREA(ACRES) 0.4354 ACRES LOT AREA(SF) 18,966.0 SF 7,013.3 SF ALLOWED GRFA 961.9 SF UNUSED GRFAAO ALLOWALBLE GRFA 7,013.3 SF • 2 ALLOWED SITE COVERAGE 3,793.2 SF (20% OF LOT AREA) COPYRIGHT 2018 SIPES ARCHITECTS,INC. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF SIPES ARCHITECTS,INC.NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF SIPES ARCHITECTS,INC.SIPES ARCHITECTS,INC.SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS,INCLUDING COPYRIGHT THERETO. TELEPHONE: 970.236.1519