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HomeMy WebLinkAboutDRB130073 PLANS APPROVEDSTEVEN JAMES KHDEN POST OFFICE sox 3 23 8 vAIL, Co, 8 16 8 � Q970 32 8 - 0 4,��� IN AL \�11It ll �1 C:IIIflC;l� 254 0 0 LOT # 23B, BLOCK # 71 VAIL VILLAGE I T S 254 BEAVER DAM ROAD VAIL, COLORADO 81657 TABLE OF CONTENTS MARCH 25, 2013 DRB LOWER LEVEL GRFA LIVING LEVEL GRFA UPPER LEVEL GRFA EXTERIOR WALLS NORTH & SOUTH / BELOW GRADE GRFA EXTERIOR WALLS EAST & WEST / BELOW GRADE GRFA Design Review Staff Approval TOWN By Warren Campbell at 10:40 am, Jul 22, 2013 OF VAIL kn oc O p.Mg Q d O Q W W d- N w O A4 M N O N TOPOGRAPHIC SURVEY SF1 SDI SITE DEVELOPMENT PLAN SF2 L1 LANDSCAPE DEVELOPMENT PLAN (EXISTING NO CHANGES) SF3 ELP EXTERIOR LIGHTING PLAN SF4 Al LOWER LEVEL FLOOR PLAN (EXISTING NO CHANGES) SF5 A2 LIVING LEVEL FLOOR PLAN A3 UPPER LEVEL FLOOR PLAN A4 ROOF PLAN A5 NORTH/ EAST ELEVATIONS (3/1611 =I 1-011) A6 SOUTH/ WEST ELEVATIONS, SECTION AA (3/1611 =I 1-011) LOWER LEVEL GRFA LIVING LEVEL GRFA UPPER LEVEL GRFA EXTERIOR WALLS NORTH & SOUTH / BELOW GRADE GRFA EXTERIOR WALLS EAST & WEST / BELOW GRADE GRFA Design Review Staff Approval TOWN By Warren Campbell at 10:40 am, Jul 22, 2013 OF VAIL kn oc O p.Mg Q d O Q W W d- N w O A4 M N O N co � I I' i g� o •� I w� I Iii I I m D c7 r > O COC»D M II I I I ? 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C7 Box 15 Avon, CO $1 620 (970) 479 -8698 •fax {976} 479 -00 55 _ 8 LOT 20A METER LOCATIO BUILDING RADIUS = 1205.15' DELTA = 9 °25'18" ARr, — 1oi2 77' -- LOT 21 \ � kP ITE COVERAGE . RESIDENCE 254 BEAVER DAM RD. RCH 251 2013 .569 ACRES x 43,560 = 24,785 SQ. FT. )WABLE SITE COVERAGE 24,785 x .20 = 4,957 SQ. FT. TING BUILDING FOOTPRINT EAST UNIT (PRIMARY) = 2,926 SQ. FT. DING PROJECTIONS OVER 4' -0" ENTRY ROOF = 178 SQ. FT. COVERAGE = 2,926 SQ. FT. + 178 SQ. FT. kL SITE COVERAGE = 3,104 SQ. FT. AINING SITE COVERAGE: )WABLE = 4,957 SQ. FT. IARY UNIT = —3,104 SQ. FT. AINING = 1,853 SQ. FT. 'OSED BUILDING FOOTPRINT WEST UNIT = 1,836 SQ. FT. DING PROJECTIONS OVER 4' -0" ENTRY ROOF = 17 SQ. FT. COVERAGE = 1,836 SQ. FT. + 17 SQ. FT. kL SITE COVERAGE = 1,853 SQ. FT. These calculations are from previous remodel showing no additional site coverage remains ire is no site coverage remaining PIN AND CAP ). 16827 LOT 25 SITE DEVELOPMENT PLAN SCALE 1" = 10' -0" Design Review Staff Approval OWN � By Warren Campbell at 10:40 am, Jul 22, 2013 H w H x � W Q w 00 O M H >` W � w O da W w w as W W ~ O � o0 Q l � C) M--I W h� U U O � � N M N H (E)COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF STEVEN JAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY TH DATE: MARCH 25, 2013 ISSUE. DRB REVISION DATE INITIAL SDI PLANT SCHEDULE SYM. COMMON NAME SCIENTIFIC NAME ?�� Colorado Blue Spruce Picea pungens OQuaking Aspen Populus tremuloides WTam Juniper Juniperus sabina tamariscifolia 5 gal. 0 NOTE: REMOVED TREES TO BE REPLACED BY NEW 15-0" TREES RADIUS = 1205.15' EQUAL TO THE HEIGHT OF THE TREE REMOVED. DELTA = 9 °25'18" Gold Drop Potentilla Potentilla fruticosa farreri 5 gal. 0 ARC = 198.27' — TANGENT = 99.35' CHORD = 198.02' BRIG = N82 °20'36 "E NOTE: EXISTING LANDSCAPING TO REMAIN, R DAM ROAD - - -- -- NO CHANGES OR ADDITIONS B EASE �� R -O -w -� — -- - SIZE QTY. 15' -0' ht. 0 NOTE: REVEGITATE SITE WITH NATIVE GRASSES AND WILDFLOWERS. 2 " -3 "cal. 0 NOTE: EXISTING VEGETATION ; GRASSES, SAGE AND SERVICEBERRY. NOTE: NO SOD ON SITE THERE FORE NO IRRIGATION REQUIRED. 8 LOT 20A METER LOCATION BUILDING SETBACK MH 0920 RIM ELEV. = 8173.2 — OUTLINE OF EXISTING VEGITAl10N NVERT IN = 8164.1 — INVERT OUT = 8164.3' -7WTEEVEXEN TREES 94ALL DE GUYED IN THREE PLACES (BASIS OF ELEVATIONS) — i — I � FOUND PIN AND CAP g EXISTING 18" CMP _ _ _ — _ — L.S. NO. 16827 LOT 24 BUILDING SETBACK \ I 8174 \ \ / \\ \ HEATED DRIVE \ \ \ _�70\ I / I \ 1 0 \ LOOT 23A 0 o I I I � � HEATED DRIVE / 1 1 _ — - 1 E _ 1 ( o � E l N, N 0 O 1 W O 0)� 1 / / 8198- _ - FOUND PIN AND CAP L.S. NO. ? ???? 1/2- RUBBER NOSE 16- NYLON STRAPS 14 GAUGE GALVANIZED WIRE 61JODGEPOLE STAKES FOR TREES 2 1/2-CAUPER OR UNDER 6VEEL T -POST STAKES FOR TREES 2 1/2- CALIPER OR OVER 24' STEEL STAKE TREE STAKING DETAIL General Landscape Notes \ — \ Trees and shrubs shall be planted in pits 1 1/2 times the size of LOT #23B I I o the plant rootball and backfilled with a combination of topsoil, well rotted manure and compost. All trees shall have a well a \ LOCK #71 �/A�L VI LLA�E 1 ST I minimum of 4" deep, comparable in size to the drip line of the / 0.569 ACRES I .� tree. All deciduous trees shall be staked with 6' steel "T" PROPERTY LINE I`i posts and guyed with #14 gauge galvanized wire and 1 1/2" x 18" I I m nylon tree straps. After installation all newly planted trees \ shall be rootfed with a liquid root growth stimulator containing \ \ \ I \ vitamin B -2 as well as a slow release fertilizer. All shrub beds shall be lined with weed prevention mat prior to being topdressed. All tree wells and shrub beds shall be \ I / topdressed with a minimum of 3" of bark mulch. I Herbaceous planting beds shall be topsoil, tilled to a depth of \ I \ 6" and be rock free. A mixture of compost and well rotted manure I _ should be tilled into the planting beds ( 1 cubic yard compost IN, per 350 s.f., one cubic yard manure per 250 s.f.). All I— herbaceous planting beds shall be topdressed with 1/2" black II Colorado humus peat . II �� All disturbed areas designated on the Landscape Plan to receive native grass treatment ofthe recommended seed mix, and shall be 0 - � 6 ROOF I I revegetated by sowing the seed mixture at a rate of 1/4 pounds UJ_D0 I per linear square acre. �co I One application of 18 -46 -0 fertilizer shall be broadcast prior to seeding at the rate of 7 lbs. /1000 s.f. All revegitated areas shall NEWT ROOF 000 IOGIE I _ be mulched with 2 -3" of weed free hay or straw. All mulched area IEXISTI� I shall be treated with an approved organic tackifier at the rate of —� N \ I C 120 lbs. /acre. 8 � I I —� pGE 8223 5 I �� All newly planted shrubs and trees shall recieve drip irrigation. O /% I RI DG _ — _ _ _ _ — — _ All sod areas shall receive spray irrigation with 100% overlap. This / I system shall be automatic. Sprinkler system to be Design Build. — DRAINAGE SWALE �_0" I Before any site excavation any existing plant materials shall be excavated and bagged for proper root protection and stored with \ \ 819d-- topsoils where indicated on plans. - 1 — Trees to be moved, shall be over dug to the extent of the drip edge I DRAIN — — — _ and immediately planted as described above and watered during I I �IT II tT A ITS — — o — — construction. Should the transplanting fail, a replacement shall be V — installed of equal size or multiple planting to obtain equal size of G S — — the existing (failed) tree. `I S PROPERTY LINE _ — _ o _ \� -� FOUND PIN AND CAP 25*,0" \`� _ — _ �i� \ \ / / \ \ \I /% L.S. NO. 16827 o— LOT 21 RAINAGE WALE 1 LOT 22 BUILDING SETBACK LOT 25 LANDSCAPE DEVELOPMENT PLAN SCALE 1" = 10' -0" NOTE: EXISTING LANDSCAPING TO REMAIN, NO CHANGES OR ADDITIONS Design Review Staff Approval TOWN OF VAI L By Warren Campbell at 10:40 am, Jul 22, 2013 U w r~ x � W Q w M cv W W o�� U U M o�� U z� >� W� w W w F-+ O V1 � w W `.J ~ 0 � 00 � � 0 Q � W 0 0 U O N N 0 W C\ COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT 1'HE WRITTEN AUTHORIZATION OF STEVEN JAMES RIDEN THE CON TRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FI FI.D CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON 'H II, DRAWINGS. TH E CONTRACTOR SHALL. REPORT ANY VARIA IION S OR DISC REPANC ILS 1 11 IL'ARCHITECI BEFORE PROCEEDING DRAWN BY: TH DATE: MARCH 25, 2013 ISSUE DRB # REVISION DATE, INITIAL, EXTERIOR LIGHTING LEGEND KEY DISCRIPTION QTY. MANUFACTURER / MODEL LAMP 1 +EXT.WALL MOUNT 11 VISA #OW1060 QF26 26 WATT 2 ® EXT.RECESSED CAN 6 ELCO #EL71C100 75W -P.30 75 WATT 3 ® LANDSCAPE (MINI) 6 PROGRESS P5213 -31 12V S.C.BAYONE 24W RADIUS = 1205.15' DELTA = 9 °25'18" ARC = 198.27' TANGENT = 99.35' CHORD = 198.02' BRG = N82 °20'36 "E - _ - - - --- _ - - BEAVER M D ROAD C 5 0, R. 0. MH 0920 OUTLINE OF EXISTING — RIM ELEV. = 8173.2 VEGITATION – 0 – NVERT IN = 8164.1 — INVERT OUT = 8164.3' – – (BASIS OF ELEVATIONS) – – I FOUND PIN AND CAP g EXISTING 18" CMP – _ – –T L.S. NO. 16827 3® I LOT 24 PAL 254 EXTERIOR LIGHTING INFORMATION - -- BUILDING SETBACK ®� I LOT SIZE = 24,785 SQ. FT. -8174-- I HEATED DRIVE \ _ 17 I MAXIMUM # OF LIGHT SOURCES = 1 PER 1000 SQ. FT. �� ` MAXIMUM # OF EXTERIOR LIGHTS = 24 _ — I I # OF LIGHTS TYPE NAME & NUMBER BULB SIZE 1 1 \ _ — I I 11 WALL MOUNT VISA #OW1060 100 WATT I \ / LOT 2 3 A \ \ _ - _ - _ _ \ LOT #2 3 B o 6 RECESSED CAN ELCO #EL71 C100 75 WATT 1 _ - BLOCK '-VAIL VILLA PE 1 ST I 6 LANDSCAPE PROGRESS P5213 -31 24 WATT I \ \ \ 0) 0.569 ACRES S TOTAL 17 EXTERIOR LIGHTS WITH 6 LANDSCAPE LIGHTS 25' -0" PROPERTY LINE \ — N 1 \ \ I M LUMINOUS AREA OF EACH LIGHT � \ I \ \ VISA - 12 "x5/8 "x2 = 15.85 SQ. IN. I 3® J- ELCO - 3.14 "x3 3/4" = 11.77 SQ. IN. PROGRESS 1 7/8"x3 1/2" = 6.56 SQ. IN. INITIAL LUMEN OUTPUT HEATED DRIVE 1 VISA - 100 WATT BULB = 1100 LUMENS 11 1 \ 0— — — /� 1 I \ \ — \ I — ELCO - 75 WATT BULB - 825 LUMENS 81 1 I / � \ — PROGRESS - 24 WATT - 264 LUMENS LUMINANCE E l I VISA - 69.4 ELCO - 70.0 LOT 20A METER LOCATION BUILDING SETBACK N� O O 10) 8198- _ - FOUND PIN AND CAP L.S. NO. ? ? ? ?? PROGRESS - 40.2 EXISTING I O 6 ROOF I \ NOTE: LANDSCAPE LIGHTS TO BE LOCATED LESS THAN 18" �.I � — I I ABOVE FINISHED GRADE. 1 2 I a� NOTE: WALL MOUNT LIGHTS TO BE LOCATED LESS THAN 8' -0" 1 / 3 d _ - I I ABOVE FINISHED GRADE. � NEW ROOF M � � I — 00 EXIST ---G IDGIE -i- — / N W N 2 ®� 2® ONO \ I I / O 3 -11 5 8 I\ I RIDGE 822 _28 _ \ + M — DRAINAGE SWALE 5'-10" -A DRA" GHT) C \ i S ONGA �, - - - - - - -_ I CIO N 1 STI C — — o I PROPERTY LINE �z+ 1 _ FOUND PIN AND CAP 25 _0" � � _ — Io — L.S. NO. 16827 — _ 7 BUILDING SETBACK LOT 25 77:7-- g5,00 „W Sgt ° 1 LOT 22 DRAINAGE WALE LOT 21 EXTERIOR LIGHTING PLAN SCALE 1” = 10,4' Design Review Staff Approval TOWN OF VAIL By Warren Campbell at 10:40 am, Jul 22, 2013 H U w H x � W Q w M � N w 0 V1 xVp V7 H I wpN Z � U M O¢� U >" W � w >° ¢ W w [� O w w W 00 W U U O � � N N 0 CO COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS HE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WI IOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF S'IE.VEN JAMES RIDEN THECON'TRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY 'fl IAI'fHOSE SHOWN REFLECT WORK ON THE DRAWINGS. TH E CON TRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY: TH DATE: MARCH 25, 2013 ISSUE: DRB 4 REVISION DATE INITIAL BATH #2 BED #1 FLOOR OUTLINE ABOVE 2" SLOPED STONE CAP BED #2 0 ti- BATH #1 (D �_jx_j_j_j_ U JJJ W JJJ w 0 # 8177' -0" GARAGE LEVEL FLOOR PLAN i I I I PROPERTY LINE A6 A6 LAUNDRY BED #3 f:1CiiZ6Pl 0 POWDER MUD ROOM I (12DI, I CEILING BREAK -� LOWER LEVEL 8189' -0" up # 8193' -4 11/16 ENTRY * 8189' -0" AA A6 8184' -0" J� MEDIA ROOM fey - 1­_ z 0 F0 N G S�iCONDARY I iniir I I DECiK ABOVE TO BE REMOVED STONE VENEER I WINE ROOM 0 0 8187' -0 * 8177' -0" BUNK ROOM * 8187' -0" 0 /0 I I I I I I I I I I I - J NEW ROOF OUTLINE ABOVE I I I I I I I I I I I I I I I I J 0 I I I I GAS METER LOCATION PROPERTY LINE I LOWER LEVEL FLOOR PLAN 7 NOTE: EXISTING LOWER LEVEL, NO CHANGES OR ADDITIONS i 0 J y L Design Review Staff Approval TOWN OF �VAJL By Warren Campbell at 10:41 am, Jul 22, 2013 U W w Q w W o�c wpN Z U U M d� �'` W� w a. w w [� O W W C!1 w Q � � O � � � O W O O � � N M N N O CO COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF STEVEN JAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. TH E CONTRACTOR SHALL RE PORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY TH DATE, MARCH 25, 2013 IS LI DRB W REVISION DATE. 1M11. \L DECK I I I fi I PROPERTY LINE 11NIMT,1011Z•PiN-01 DRAIN NE (TO DAYLIGHT) 00o A - - - -- Q - -� A6 i i i z DECK DINING �n\ KITCHEN J m BE REMOVED 'N m 0 STONE III VENEER FP (GAS)I -------- - - - - -- i DEN (WOOD) z / Vi 8197' -9 3/8" J EXISTING PRIMARY UNIT LIVING UPPER LEVEL 8197' -9 3/8" NOTE: CENTER POCKET I DOORS AND DEN WINDOWS ON ENTRY CENTER LINE. ti o/ 0��7 JG SECONDARY UNIT I DECK TO BE REMOVED III NEW ROOF WALL OUTLINE BELOW 7:12 STEAM / \ DN I CENTER LINE II F T\ FP r7 7 I -- - - - --' �i �J MASTER BATH VIII _ (cas) (TILE) SPA OPEN TO BELOW � � � ° 0 1111 REMOVE MECH. CHASEWAY REMOVE PLUMBING BOX (18 "x18 ") REMOVE EXISTING WINDOWS & DOORS— REMOVE EXISTING DECK RAILING NEW 8' -0 "x 16' -0" SLIDING DOORS W/ (4) 2' -0 "x 4' -0" WINDOWS ABOVE L - -J L--.J RE: ELEVATIONS FOR WINDOW SIZES AND CONFIGURATIONS. AA A6 STONE VENEER FLAGSTONE DECK (MATCH EXISTING) NEW DECK RAILING II ^ II MASTER BED ( WOOD) 8197' -9 3/8" - NEW WINDOWS r•� .:.:.:. :.:.:.:.:.:.:.:.:.:.:.:.:.:.:r. II � II u u NEW ROOF OUTLINE BELOW I GARAGE OUTLINE BELOW ROOF BRACES BELOW (TYP.) I PROPERTY LINE I 12" I I I STO E CAP NEW WINDOWS NEW ROOF 7:12 \ 3' -0" / TAI 1,�,I��III 7:12 I 3' -0" �1 LIVING LEVEL FLOOR PLAN 0 2' 4' 8' SCALE: 1/4" = V-09) NEW WALLS F7 WALLS TO BE REMOVED I Design Review I Staff Approval �� � By Warren Campbell at 10:41 am, Jul 22, 2013 I 10 / O a1 I I J O / r L / / / U w x Z U � w d Q w 2M + N w M oc [� tr) 00 V1 W ° �y 00 o (~ w °° Z 0 U U M who d O¢� U F > w cn W O 0.i d w w [� O w w W I-� 0 � 00 � � 0 Q Q � � 0 ^ �4 �7 N N H M-� COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND 1S NOT TO BE USED IN WHOLE, OR PART WITHOUT THE WRITTEN AUTHORIZATION OF STEVEN .JAMES RIDEN THE CONTRACTORSHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWS Bl -. TH D%TI MARCH 25, 2013 ISSII DRB REVISION DATE INITIAL A2 Lll VY LI\ LL VLL VV ILII`IL UL L- %-" VV I UPPER LEVEL FLOOR PLAN / ROOF PLAN I 0 2' 4' 8' 0 SCALE: 1/4" = V-0" I TOWN OF VAIL � NEW WALLS I Design Review Staff Approval By Warren Campbell at 10:41 am, Jul 22, 2013 Ln H U w x � U W Q w M � N w 0c O ��i U O M w Z O U Z F `J r� W Ln w O >a W w V1 u; W W L/1 r-i rrW� `.J v J Q � � � W 0 O N M N O © COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT. AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF STEVEN JAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY: TH DATF MARCH 25, 2013 NSl'F DR8 it REVISION DATE 1 \1 "1'1\I. A3 ROOF PLAN 0 2' 4' 8' SCALE: 1/4)) = V-01) LV VVLLI\ LL VLLL VV ILIIVL LJLLV VV Approved by the Design Review Board TOWN OF VA I L } By Warren Campbell at 10:41 am, Jul 22, 2013 H U W F-I x Z U w � Q w O M N W M DD H "C' rV1 W O — 00 0 ~ [� cn wpm Z U U M O�� U w � W >O a � Q w w [-1 O W W Un rW � l � W O O � N M N O O COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.fA. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF STEVEN JAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS, THE CONTRACTOR SHALL RE PORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWNBY: TH DA„ MARCH 25, 2013 ISSUE: DRB it REVISION DATE INIIIAI. A4 NEW RIDGE 8223' -11 5/8" NEW RIDGE 8221' -8 3/4" NEW RIDGE 8218' -5/8" IF LOFT LEVEL 8208' -9 3/F UPPER LEVEL 8197' -9 3/ IF LOWER LEVEL 8189' -0" f!]R7f1Wye, 7! III f7iv00r9ralk1 RIDGE 8223' -5 1/2" IF UPPER LEVEL 8206' -0" IF LIVING LEVEL 8195' -� 1 ^ %AI m 1 C %Tl 04 021 ^1i EXISTING GRADE FINISHED GRADE 12 DPr)D(1CI =n Ann ITInNI III — � I I � I I EAST ELEVATION 0 2' -8" 5' -4" 10' -8" SCALE: 3/16" = 1' -0" SCALE: 3/16" = 1' -0" NEW RIDGE 8223' -11 5/8" NEW RIDGE 8221' -8 3/4" NEW ROOF NEW RIDGE 8218' -5/8" EXTERIOR MATERIALS NOTES: MATCH EXISTING ROOFING MATERIAL (METAL SHINGLES) BOTH UNITS MATCH EXISTING BEAM AND BRACE DETAIL MATCH EXISTING WOOD SIDING AND WINDOW TRIM DETAIL MATCH EXISTING POST AND WROUGHT IRON RAILING MATCH EXISTING STONE VENEER /SILL /HEADER DETAIL LOFT LEVEL 8208' -9 3/8" UPPER LEVEL 8197' -9 3/8" LOWER LEVEL 8189' -0" GARAGE LEVEL P 4'7-7' ^" Approved by the Design Review Board TOWN OF VA I L t By Warren Campbell at 10:41 am, Jul 22, 2013 H U w H x Z U � w d Q w M � N w r� O pp O r� I woo z U U M w�lo d O�� U Q� F >� w � W O a w w W W V M--1 � � l O � OQ l � Q � O W O O � N M N O © COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT PROFESSIONAL OF SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT' THE WRITTEN AUTHORIZATION OF STEVEN JAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE. SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY TH DATE. MARCH 25, 2013 ISSUE. DREI a REVISION DATE. INITIAL A5 ,RIDGE 8223' -5 1/ IF RIDGE 8217' -7 7/ IF UPPER LEVEL 82( IF LIVING LEVEL 819 Ir FINISHED GRADE EXISTING GRADE WINDOW WELL LOWER LEVEL 8183' -0" SOUTH ELEVATION 0 2' -8" 5' -4" 10' -8" SCALE: 3/16" = 1' -0" Ob NEW RIDGE 8223' -11 5/8" IF j,NEW RIDGE 8221' -8 3/4" kNEW RIDGE 8218' -5/8" IF O Q /L V EI ) O �O/�/ /LL LL UPPER LEVEL 8197' -9 3/8" IF NEW ROOFS- 12 7 06 LOWER LEVEL 8189' -0" IF BUNK ROOM 8187' -0" IF PROPOSED ADDITION ----------- NEW ROOF NEW WINDOWS 12 7 — ze Ili % +�Wo Ir VI 7W1 EDsf7?,,4,D i ME II IM r ®Msl11 1= 12 7 EXISTING SECONDARY UNIT I WEST ELEVATION I EXTERIOR MATERIALS NOTES: 0 2' -8" 5' -4" 10' -8" MATCH EXISTING ROOFING MATERIAL (METAL SHINGLES) BOTH UNITS MATCH EXISTING BEAM AND BRACE DETAIL SCALE: 3/16" = 1' -0" MATCH EXISTING WOOD SIDING AND WINDOW TRIM DETAIL J MATCH EXISTING POST AND WROUGHT IRON RAILING MATCH EXISTING STONE VENEER /SILL /HEADER DETAIL MATCH EXISTING BEAM AND BRACE DETAIL MATCH EXISTING WOOD SIDING AND WINDOW TRIM DETAIL MATCH EXISTING POST AND WROUGHT IRON RAILING MATCH EXISTING STONE VENEER /SILL /HEADER DETAIL RIDGE 8223' -5 1/2" PPER LEVEL 8206' -0" LIVING LEVEL 8195' -0" i SHED GRADE STING GRADE LOWER LEVEL 8183' -0" NEW RIDGE 8223' -11 5 EXISTING RIDGE LOFT LEVEL 8208' -9 3/8" UPPER LEVEL 8197' -9 3/8" LOWER LEVEL 8189' -0" BUILDING SECTION AA 0 2' -8" 5' -4" 10' -8" SCALE: 3/16" = 1' -0" 0 Approved by the Design Review Board TOWN OF 'SAIL By Warren Campbell at 10:41 am, Jul 22, 2013 )E )E LJILJ H i ME II IM r ®Msl11 1= 12 7 EXISTING SECONDARY UNIT I WEST ELEVATION I EXTERIOR MATERIALS NOTES: 0 2' -8" 5' -4" 10' -8" MATCH EXISTING ROOFING MATERIAL (METAL SHINGLES) BOTH UNITS MATCH EXISTING BEAM AND BRACE DETAIL SCALE: 3/16" = 1' -0" MATCH EXISTING WOOD SIDING AND WINDOW TRIM DETAIL J MATCH EXISTING POST AND WROUGHT IRON RAILING MATCH EXISTING STONE VENEER /SILL /HEADER DETAIL MATCH EXISTING BEAM AND BRACE DETAIL MATCH EXISTING WOOD SIDING AND WINDOW TRIM DETAIL MATCH EXISTING POST AND WROUGHT IRON RAILING MATCH EXISTING STONE VENEER /SILL /HEADER DETAIL RIDGE 8223' -5 1/2" PPER LEVEL 8206' -0" LIVING LEVEL 8195' -0" i SHED GRADE STING GRADE LOWER LEVEL 8183' -0" NEW RIDGE 8223' -11 5 EXISTING RIDGE LOFT LEVEL 8208' -9 3/8" UPPER LEVEL 8197' -9 3/8" LOWER LEVEL 8189' -0" BUILDING SECTION AA 0 2' -8" 5' -4" 10' -8" SCALE: 3/16" = 1' -0" 0 Approved by the Design Review Board TOWN OF 'SAIL By Warren Campbell at 10:41 am, Jul 22, 2013 )E )E H U W H x Z U w � Q Q w ---� oo O M cV W M 00 E- V7 00 O i un Z O�� U ZE�>- w to W a d w w [� O U1 � w as w W M—� � l � ~ O � v I N > W O � U > O U 0 N M N O (E)COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF STEVEN JAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY: TH DATE: MARCH 25, 2013 ISSUE: DRB # REVISION DATE INII Al A6 0' rowN OF VAIL uesigg Keview Staff A proval By War en Campbell t 10:41 am,l Jul 22, 2013 By Wa�en Campbe H U w x � W Q w �o O M Ic [� rr^^ kr) o V1 L H wpN Z U U M W � w cL ¢ W w [� O W W C!1 rW V h--i � � l Lr) F--� O � � Q � � � W O O O � N M N O CO COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF STEVEN JAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. TH E CONTRACTOR SHALL RE PORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY TH DATE, MARCH 25, 2013 IS LI DRB W REVISION DATE. 1\1'11. \L SF1 PROPOSED GRFA 3,106 SQ. FT. ALLOWABLE GRFA = 4,663 SQ. FT. REMAINING GRFA = 2 SQ. FT. PROPOSED GRFA 4,662 SQ. FT. REMAINING GRFA = 1 SQ. FT. rowro of va` i�/ Design Review Staff Approval By Warren Campbell at 10:41 am, Jul 22, 2013 U0 H U w x Z U � w d Q w i--i oo O 2M + N w M oc [� rr ^^ CC O (~ w °° Z O U U M H O�� U d� w cn W O w w [� O w w rW V V I Q � � � W O O O � N M N O COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND 1S NOT TO BE USED IN WHOLE, OR PART WITHOUT THE WRITTEN AUTHORIZATION OF STEVEN .JAMES RIDEN THE CONTRACTORSHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWS Bl -. TH D%TI MARCH 25, 2013 DRB REVISION DATE INITIAL SF2 GRFA DEDUCTIONS WEST UNIT LOWEST LEVEL / AREA BELOW GRADE: TOTAL AREA = 4,668 SQ. FT. AREA BELOW = 2,399 SQ. FT. 2,399 + 4,668 = .5139 = 51% GARAGE = 600 SQ. FT. CRAWL SPACE = 0 LOWER LEVEL = 1,185 x 51% = 604 SQ. FT. TOTAL DEDUCTIONS = 1,204 SQ. FT. TOTAL GRFA = 4,310 SQ. FT. TOTAL DEDUCTIONS — 1,204 SQ. FT. PROPOSED GRFA = 3,106 SQ. FT. ALLOWABLE GRFA = 3,108 SQ. FT. PROPOSED GRFA 3,106 SQ. FT. REMAINING GRFA = 2 SQ. FT. 8,208' LEVEL = 400 SQ. FT. TOTAL 6,264 SQ. FT. GRFA DEDUCTIONS EAST UNIT LOWEST LEVEL / AREA BELOW GRADE: TOTAL AREA = 4,668 SQ. FT. AREA BELOW = 2,399 SQ. FT. 2,399 + 4,668 = .5139 = 51% GARAGE = 600 SQ. FT. CRAWL SPACE = 0 LOWER LEVEL = 1,966 x 51% = 1,002 SQ. FT. TOTAL DEDUCTIONS = 1,602 SQ. FT. TOTAL GRFA = 6,264 SQ. FT. TOTAL DEDUCTIONS — 1,602 SO. FT. PROPOSED GRFA = 4,662 SQ. FT. ALLOWABLE GRFA PROPOSED GRFA REMAINING GRFA = 4,663 SQ. FT. 4,662 SQ. FT. 1 SQ. FT. 8 208' LEVEL = 400 SQ. FT. I UPPER LEVEL GRFA SCALE 3/16" = F -0" I I I I I I I I I I I I I I I I � I � I I I I Design Reviev Staff Approval By Warren Ca4bell at 10:42 am, Jul 22, 2013 TOWN OF VAIL E~ w x Q w ac O M M IJO W � 0c E w C) °O z F >� W rn W > O A � ¢ W w V1 � w W W L/1 rrW� `.J v I N Q � W O O � N N O © COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF STEVEN JAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY: TH DATE: MARCH 25, 2013 6Sl'F. DRB k REVISION DATE MUM SF3 obi i� obi i �...........� �..... �_.... t5LLu w utc% -A"r, LA 1 rmuK w ALL, �!) u nr 1,1 nJ r 1 . 01! rowN OF VAIL a. 0 Design Review Staff Approval By Warren Campbell at 10:41 am, Jul 22, 2013 F- U w x U W � Q w M N W OC I /] w °° Z O �Um � O�� U '- W � W a W w C4 W W Vi -I rrW� `.J � l � 00 � Q � � � W O O O � N M N O © COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF STEVEN .TAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY m DATE MARCH 25, 2013 ISSUE: DRB :+ REVISION DATE INITIAL. SF4 cr DrEu W ullcl �1Jr r1N 1 rmV1- W I-iLL 3 U A-r j-Vk -1r3 — 11LJ� 3y. r 1 . TOWN OF VA Design Review Staff Approval By Warren Campbell at 10:41 am, Jul 22, 2013 H U w H x v � W Q w O M � N w 0c W � O wpN Z �UM Z W � w O ¢a W w [� O W W C/1 -I rW V I--1 � l � I--1 Ln ~ O � �--I 00 Q p� � � W O O O � N M N O CO COPYRIGHT STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C. ALL RIGHTS RESERVED THIS DOCUMENT, AND THE IDEAS AND DESIGNS HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF STEVEN JAMES RIDEN A.I.A. ARCHITECT P.C., AND IS NOT TO BE USED IN WHOLE OR PART WITHOUT THE WRITTEN AUTHORIZATION OF STEVEN JAMES RIDEN THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY EXISTING FIELD CONDITIONS TO VERIFY THAT THOSE SHOWN REFLECT WORK ON THE DRAWINGS. THE CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING DRAWN BY: TH DA'I E: MARCH 25, 2013 ISSUE: DRB .. REVISION DALE INITIAL SF5