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HomeMy WebLinkAboutDRB130225 PLANS APPROVED625 FOREST ROAD -NAIL, COLORADO DRB130225 DIRECTORY OWNER: Vail Custom Home Collection LLC 1 143 Capitol Street, Suite 211 Eagle, Colorado 81631 970 - 328 -3900 p 970 - 328 -3901 f scott @sstaia.com ARCHITECT: Scott S. Turnipseed, AIA Architecture & Construction 1 143 Capitol Street Suite 211 Eagle, Colorado 81631 970 - 328 -3900 p 970 - 328 -3901 f scott @sstaia.com BUILDER : Scott S. Turnipseed, AIA Architecture & Construction 1 143 Capitol Street Suite 211 Eagle, Colorado 81631 970 - 328 -3900 p 970 -328 -3901 f scott@sstaia.com STRUCTURAL ENGINEER: Newkirk Engineering Paul Newkirk New Castle, Colorado 970 -424 -1456 p 210 -380 -1837 c Newkirk56 @gmail.com SOILS ENGINEER: Hepworth- Pawlak Geotechnical David A. Young, PE 5020 County Road 154 Glenwood Springs, CO 81601 970- 945 -7988 p 970- 926 -8454 f hpgeo @hpgeotech.com CIVIL ENGINEER: Peak Land Consultants, Inc. INDEX CS.] COVER SHEET A1.1 SITE & GRADING PLAN A2.1 FIRST LEVEL FLOOR PLAN A2.2 SECOND LEVEL FLOOR PLAN A2.3 THIRD LEVEL FLOOR PLAN A2.4 ROOF PLAN A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS PROJECT INFORMATION CODE INFORMATION: Zoning: (PS) Residential, Two Family Primary /Secondary CHANGES TO APPROVED PLANS 18 JUN 13 Occupancy Group: Miixed R -3 / U 1 A8.1 FIRST LEVEL G.R.F.A. CALCULATIONS A8.2 SECOND LEVEL G.R.F.A. CALCULATIONS A8.3 THIRD LEVEL G.R.F.A. CALCULATIONS A8.4 SITE COVERAGE CALCULATIONS / John Fee 1000 Lions Ridge Loop, Suite D Vail, Colorado 81657 970- 476 -8644 p Design Review john @peakland.net Staff Approval Tr U�l0 By Joe Batcheller at 3:23 pm, Jun 26, 2013 RECEIVED By David Rhoades at 9:07 am, Jun 19, 2013 Construction Type: New, V Non -Rated Number of Stories: Two Plus Walk -out Basement Builging Height: 33' -0" Max. Above Existing Gra Setbacks: 20 Feet Front, 15 Feet Side and Rear Lot Area: .357 Acres (15,550 S.F.) Site Coverage: 200 x 15,550 = 3,110 S.F. Allowable Parking: 5 Spaces Required (more than 5,500 s.f.) PROJECT LOCATION: 625 Forest Read Vail Village Filing 6, Block 2, Lot 2 Vail, Colo ddo"-� /_____\ FLOOR AREAS CALCULATIONS: NG 'J V IV u Z i C/? z Q J D w 0 r) Q First Level 3,083 O Second Level 2,308 Third Level 3,110 C) Total 8,501 U-i Sub -Grade Credit -67% -2,065 G.R.F.A. Actual S.F. 6,436 z G.R.F.A. Allowed S.F. 6,571 Q O U p = Garage 775 «0 U � SITE DEVELOPMENT CALCULATIONS. CHANGES 18JUNROVED � O Lot Area: .357 Acres (15,550 S.F.) G. R.F.A.: 4,600 (.46 x 10,000) Site Coverage: (200 of Site) 3,110 S.F. 1,900 (.38 x 5,000) 71 (.13 x 550) Landscape: (61% of Site) 9,485 S.F. 6,571 Allowable G.R.F.A. Total Disturbance: (.357 Acres) 15,550 (1000) Cl Scott S. Turnipseed, AIA architect LIT I construction I otoordesg{i Q M Q � �z z mss. v CL 00 O �170 W O O Q : -0 o O U p V) - © «0 U � o M � O w 0, � U } Cv 06 L N O CD Q U M cO fL� N M } N L O � . C/1 U o w — U Q g U -t— (y) O r CL I--I M uo �z z CL Q Q : «0 © «0 U x O M O � � w O a w z w >z g N CL CS01 COVER SHEET M �z CL Q Q : «0 © «0 � M � z g CL o m IL m w Q CL 0 N w .N CS01 COVER SHEET INV ELEV. = 8121.2' / SEWER LI SECTION 701. ER �1'v CTV PEDESTAL ELECTRICAL METER UND SLAB DRAINS TO, / 8134 \8134 co co n i / EXISTING GRADE TO REMAIN, TYP. PROPOSED GR,46E, TYP.--\ TO APPROVED/ 18 JUN 13 FLOWLINE FOR EXISTING STONE LINED SWALE \ h, / ♦ CO MISTING CULVERT OUTLET 8150 / W/ STONE BULKHEAD T.O.W. 8151 �B.O.W.8147.33 ` � \ ♦ s`�° `� \ ♦ °0. / '77 \ ♦ _ ��0 CTRCAL L� 00. SILT FENCE ACTS S IN \ -` , LIMITS OF DISTURBANCE �o Cb T.�W.8 B.\ 81`x`/ ♦♦ ♦` ` EXISTING 18" CULVERT FOREST ROAD (50' R.O.W.) BOULDER RE�AINING WALL 3' -0" HIGH MAX. WITHIN FRONT SETBACK 4' -0" HIGH MA�. ALL OTHER LOCATIONS \ zz_ E OF PAVEMENT \ I — §NOWMELTED DRIVEWAY 'THIN RIGHT -OF -WAY ON SEPERATE ZONE MARKED R.O�V. AT CONTROL BOX CONCRETE PA\\N\ W/ 2" INVERT \�/ —TIE-IN TO EXISTING CONCRETE PAN \ Delta = 7 °38'24" R= 525.00' T= 35.05' \L= 70.00' CH= 69.95' \CB= N71 049'23 "W ,,/SO '0001� zl� / -Q 00 'EXISTING CURB AND GUTTER EXISTING DRAINAGE INLET GRATE TO CULVERT TELEPHONE PEDESTAL � D ♦♦ \ \\�EXTENTS OF EXISTING CURB AND GUTTER a WATER VALVE\ RAINAGE FLOW LINE ✓ CURB AND GUTTER Design Review Staff Approval By Joe Batcheller at 10:58 am, Jun 27, 2013 TOWN OF VAIL ICAL TRANFORMER SITE & GRADING D PLAN SCALE: 1" = 10' -0'' Scott S. Turnipseed, AIA and l Oddre I construction I inteflaftigo Q c") U \ Q x10\ Q � 8138 140 2 O � N o O O U c°�, V) N CN Q r- W o C O w �\ \ 1 U r N M) L 8140 \ CO 1 cn 3280 RED SANDSTONE w 8142 N VALLEY 1 \ I N L ci O O� vi 1 O ° N U Q � � U CL 0 I \ r J co '^ V) J I \� Q / I\ � I m > I ♦ I I m � � SILT FENCE A TS AS LIMITS OF DIS URBANCE / f / IL I/ 814 tZ m co CO Cb �b / CO cb 1� TO APPROVED/ 18 JUN 13 FLOWLINE FOR EXISTING STONE LINED SWALE \ h, / ♦ CO MISTING CULVERT OUTLET 8150 / W/ STONE BULKHEAD T.O.W. 8151 �B.O.W.8147.33 ` � \ ♦ s`�° `� \ ♦ °0. / '77 \ ♦ _ ��0 CTRCAL L� 00. SILT FENCE ACTS S IN \ -` , LIMITS OF DISTURBANCE �o Cb T.�W.8 B.\ 81`x`/ ♦♦ ♦` ` EXISTING 18" CULVERT FOREST ROAD (50' R.O.W.) BOULDER RE�AINING WALL 3' -0" HIGH MAX. WITHIN FRONT SETBACK 4' -0" HIGH MA�. ALL OTHER LOCATIONS \ zz_ E OF PAVEMENT \ I — §NOWMELTED DRIVEWAY 'THIN RIGHT -OF -WAY ON SEPERATE ZONE MARKED R.O�V. AT CONTROL BOX CONCRETE PA\\N\ W/ 2" INVERT \�/ —TIE-IN TO EXISTING CONCRETE PAN \ Delta = 7 °38'24" R= 525.00' T= 35.05' \L= 70.00' CH= 69.95' \CB= N71 049'23 "W ,,/SO '0001� zl� / -Q 00 'EXISTING CURB AND GUTTER EXISTING DRAINAGE INLET GRATE TO CULVERT TELEPHONE PEDESTAL � D ♦♦ \ \\�EXTENTS OF EXISTING CURB AND GUTTER a WATER VALVE\ RAINAGE FLOW LINE ✓ CURB AND GUTTER Design Review Staff Approval By Joe Batcheller at 10:58 am, Jun 27, 2013 TOWN OF VAIL ICAL TRANFORMER SITE & GRADING D PLAN SCALE: 1" = 10' -0'' Scott S. Turnipseed, AIA and l Oddre I construction I inteflaftigo Q c") c' c) Q Q Z 00 O � N o O O U c°�, V) N CN Q r- W o C O w 0, U r N 05 L } a) O 0 O U cn c'? 06 w N Cy? } U N L ci O O� vi = O C) N U Q � � U CL 0 r J U '^ V) J Q H c") c' c) Q Z a w � N O 00 O 00 O cy) r- W �-+ N H ® O a a w O w >z Z v I Q C) N > Al 61 SITE PLAN c") c' c) Q Z Q 00 O 00 O cy) r- c� Z Q CL J Q W m > 0 m � � IL tZ m W Q 0 F- N � N w •N � Al 61 SITE PLAN CHANGES TO APPROVED PLANS 18 JUN 13 FIRSJ/ A2.1 FINISHED/3,083 S.F. LESS j�iM -2,065 S.F. CA.F.A. 1,018 S.F. GYHCKLIL UNLLSS UIHLKWISL NUILD. EVE FLOOR PLAN m (Y) cy) SCALE: 1/4" = Y -0" Scott S. Turnipseed, AIA arch Oddre I construction I inteilaftigo Q m (Y) cy) Q Z 10 � O � : c� � O w Q) � � O O v� ; O (Y) r co O Lu o, U r N 05 L } C a a O 01 O U cn M ap O N CN cv� U N v> O o, ~o Q N U Q � � U 4— M CL O U V) Q 0 Q m (Y) cy) Q Z zo IL w � : c� � O w Q) � � x O O (Y) r w cv > E~ ® O a a w c� Z ~o Q N > A201 FIRST LEVEL FLOOR PLAN m (Y) cy) Q Z IL Q : Q) co O 00 O (Y) r c� Z Q CL Q 0 m > 0 IL 0- m w Q � IL O F- N � > > N w •N � A201 FIRST LEVEL FLOOR PLAN 17-6" 13' -1%2' 4' -4/" o / N o / tAl 1 "' / A4.3 'SEE En CV (V BATH 2 17-2" x 10' -0" / 9' -6" CLG. 2680 / 1 2 / A4.2 A4.2 108' -0" / T.O. STONE \ / EL: 8142' -8" — — — — — — — — — — — — — — — — — — — — — — — — — — — A_ — 3' -0" 16' -0" 16' -0" / 16' -0" 16' -0" 2'- 6' -0" ETAL GUARD RAIL \ LOG NEWEL POST DN 4 R T.O. STONE \ 3 EL: 8145' -0" \ / A4.1 r� DECK — STONE VENEER COLUM BASE / L — — — — — — — — — — — — — — — — — STONE - SNOWMELTED — — — — �\ — — / W/ STONE CAP o \ 2 / DECK r - - -� A4.1 -- — -- - - - - -- - -- I I STON - SNOWMELTE F- p I \ \\ LOG COLUMN I I T.O. STONE I \ \ \ \ IU L: 8145' -0" HOT T U B (—�—I -- - - - - -- - -- - -- i Z 8'x&TOPFUSHW /PATIO N / I — - - - - --0 E - -- - -- I I I II I V \ r\ / I I I T.O. STONE C NGES TO APPROVED 1 \\ I 1 2' -0" 13' -0" STONE - SNOWM LTED 00 54' -0" EL: 8146' -2" PLANS 18 JUN 13 3' -6' \ 6' -6" 6' -6" 2' -0" 3' -0" 14' -0" 12' -0" 1 14' -0" ' -1 12 - %2 . 10' -5%" T.O. STONE I \ EL:8145' -9" I z I 1 `\ /%`\ (3) 3080 FRENCH SLIDING I // \\ // T.O. STONE o EL: 8146'-2" — — I L_ r 1 \ I 1 N I I I -- - - - - -- - - - - -- I I ----- - - - - -- --- - - - - -- 14'-0" CLAD BI-FOLD YRRR 14'-0" CLAD BI -FOLD L LZ —F- -� A/C I \ I 1 —I I -- ---------- - - - - -T r— I I I I I I M I L Y R I I INE I I I I T I N I I I MECHAN CAL If < 2 0 I I O A F ST LEVEL HRU 216" 1 .0 I 1 10' -0 "CLG. A GE ALL BELO DEC A/C -- — -- - -- - - - -- ------ - - - - -- - - - - - -- I EE C NICALSHEE M UNIT I I \1 ----- - - - - -- - - - - -- — — — — — — — — — — — - - - - -- — -- — — - - - -- - - - -� ----- - - - - -- -- T II 12' -I I I I I ff B E D R O M 2 MASON LITE MODEL MGFP 49 I 1 I I 1 12 0 I I I\ MODULAR MASONRY FIREPLACE I I 16-0" >21 ' -3" W/ GAS LOG SET, 10" B -VENT I 1 9' -6 "t G. —TO - -- E— - -- -- I I — III FLAT PANEL T.V. R CESSE I 1 — — — — — — — — — — - - - -- — 111 I INTO CHIMNEY AB VEMANTEL I 1 II I I I — — — — — — — — j� SEE FIREPLACE DESIGN DRAWI GS —�, — — — 1,i FOR SU R UND, HE RTH, MA TEL, DETAILS A I 11 I L I FLOO I I I I RA n I I— I I I \ I 11 1 I - -- — rt -- 1 BAR I - -- - - -- 9'- O'ICLG. IEII I II I I I I I I I II I I I I 6�0 0 0 W.I.CL0. E8C — — — �b I E b0. N ° LINEN - -- ---------- - - - - -� 1 ---------------- \ — — — — — — — — — — — — — — — - ---------------- p T.O. GYPCRETE I I I I 1 EL: 8146-6" , I I G 5'-' 5' -3/2' 5/2' 11'-5" I 1 0 20' 1" 5Y2 4' -11" - rj ' 0 8' -8" 9' -6" I I - -- — - - -� --I IZI _I I - -- p T. . GYPCRETE — — — — — E L: 8146' -0" DNIR —— - - - - -- BENCH - - - - -- �p � v N BUILT -IN BUILT -IN I I J I `°"— -- � Q I I IL O 4 -0" -1% 5.9Y, 5%2 19' -7%2' TRUNK LINES IN d SKI / M U D R O O M T.O. SUBFLOOR DROPPED CLG. ABOV ° V E S T I B U E 9'-6" CLG. pp EL: 8147' -0'' 3080 I L O FORCED AIR DUCTWO 5' -9" x 9' -0" 3p RISERS FROM FIRST LE 9' -6" CLG. co c I o UQWDE N -" - ELEV. U _ 9' -6" CLG. ,z "' BED 0 0 M 3 1 1 9" x 1 G. ® w 9' -6 "CLG. J I I I I I I I - - -- - - --I I I ----- - - - - -- ° M co CHANGES TO APPROV D L M91 • 1. 0 N I ° I I I I 1 A4.3 I 16-2" THIC N D WA L FOR I I WIR ABLE CHASE I I I \ IFR M LECTRICAL CLOS A/C i i i \ co — J E ELE .1 UNIT 1 FORCE DUCTW I _ RIS RS F OM FIRST LEVEL I � I I I I I I II I TRUH{K LIES IN DRO E CLG. i i �II - - - -- - -- PLANS I8 JUN 13 I — — — — — — — — — 10'x$' 0. H. DOOR LOG BEAM 3, SEE STRUCTURALS — — — — — — — — — — — — — — — — — — — — — — t ED E OF DECK ABOVE CANTILEVER \ CANTI EVER ABOVE — — — — — — — A4.2 I I ABOVE I CHANGES TO A PROVED J L PLANS 1$J N 13 - - - - - -- 5' -9%2' S�, 2'-6" 2 6„ I 5 -9%2" 6'-4" 04" 5' -6Y4 — — 6' -1%2' 4' 7%2' 2' $%2' 4' -9%" 1'_2„ 10' -0" 1 8, 17-6" 12' -8" 17' -7 — 10' -9" 7' -6" 24' -0" 2 \ A4.1 3 A4.1 00 CL 2 A4 UCT RALDRO PED _1�1 AP / 5/8" TYPE "X" G . BD- v I I I I I I I I LO I 3CA GARA 5/$" TYPE X" YP COMM N ALLS BETWEEN GA G AND D LLI AND ON ENTI EILIN (ONE O R FIRER E AT G AGE RESI EN E, AT GARAGE SIDE) TA & TE TURE GYP. BD. ONC. SL A FLO AINS T.O. SLAB 10'x8' 0.H. DOOR EL: 8146' -10" Design Review Staff Approval TOWN OF VAI L I By Joe Batcheller at 3:24 pm, Jun 26, 2013 _J 4_6, m o M V Q CHASE FOR EXHAUST FAN OUTLETS LO IC 111rm Q \ EL 4.1 2 O \ STONE VENEER COLUMN O U O C C'? SE ME HANICA SHEETS CN c") ,'� u if W �—+ .— O w LEPH NE, CA LE, ETC. U r 05 \ �;' } I O U cn E CTRIC L METER ,.' TU (y) U a� ci O O� j I 0 � O N U � •• , •� •'� 0 O 2 EL C RICA DSURE U • \ pow RE I E D E •• • : A4.3 DID (�ql 9'-6"CLG. _ TR S CLOSURE = o RE I D INTO STRUCTURE � IF iff I E b0. N ° LINEN - -- ---------- - - - - -� 1 ---------------- \ — — — — — — — — — — — — — — — - ---------------- p T.O. GYPCRETE I I I I 1 EL: 8146-6" , I I G 5'-' 5' -3/2' 5/2' 11'-5" I 1 0 20' 1" 5Y2 4' -11" - rj ' 0 8' -8" 9' -6" I I - -- — - - -� --I IZI _I I - -- p T. . GYPCRETE — — — — — E L: 8146' -0" DNIR —— - - - - -- BENCH - - - - -- �p � v N BUILT -IN BUILT -IN I I J I `°"— -- � Q I I IL O 4 -0" -1% 5.9Y, 5%2 19' -7%2' TRUNK LINES IN d SKI / M U D R O O M T.O. SUBFLOOR DROPPED CLG. ABOV ° V E S T I B U E 9'-6" CLG. pp EL: 8147' -0'' 3080 I L O FORCED AIR DUCTWO 5' -9" x 9' -0" 3p RISERS FROM FIRST LE 9' -6" CLG. co c I o UQWDE N -" - ELEV. U _ 9' -6" CLG. ,z "' BED 0 0 M 3 1 1 9" x 1 G. ® w 9' -6 "CLG. J I I I I I I I - - -- - - --I I I ----- - - - - -- ° M co CHANGES TO APPROV D L M91 • 1. 0 N I ° I I I I 1 A4.3 I 16-2" THIC N D WA L FOR I I WIR ABLE CHASE I I I \ IFR M LECTRICAL CLOS A/C i i i \ co — J E ELE .1 UNIT 1 FORCE DUCTW I _ RIS RS F OM FIRST LEVEL I � I I I I I I II I TRUH{K LIES IN DRO E CLG. i i �II - - - -- - -- PLANS I8 JUN 13 I — — — — — — — — — 10'x$' 0. H. DOOR LOG BEAM 3, SEE STRUCTURALS — — — — — — — — — — — — — — — — — — — — — — t ED E OF DECK ABOVE CANTILEVER \ CANTI EVER ABOVE — — — — — — — A4.2 I I ABOVE I CHANGES TO A PROVED J L PLANS 1$J N 13 - - - - - -- 5' -9%2' S�, 2'-6" 2 6„ I 5 -9%2" 6'-4" 04" 5' -6Y4 — — 6' -1%2' 4' 7%2' 2' $%2' 4' -9%" 1'_2„ 10' -0" 1 8, 17-6" 12' -8" 17' -7 — 10' -9" 7' -6" 24' -0" 2 \ A4.1 3 A4.1 00 CL 2 A4 UCT RALDRO PED _1�1 AP / 5/8" TYPE "X" G . BD- v I I I I I I I I LO I 3CA GARA 5/$" TYPE X" YP COMM N ALLS BETWEEN GA G AND D LLI AND ON ENTI EILIN (ONE O R FIRER E AT G AGE RESI EN E, AT GARAGE SIDE) TA & TE TURE GYP. BD. ONC. SL A FLO AINS T.O. SLAB 10'x8' 0.H. DOOR EL: 8146' -10" Design Review Staff Approval TOWN OF VAI L I By Joe Batcheller at 3:24 pm, Jun 26, 2013 _J 4_6, m o M V Q CHASE FOR EXHAUST FAN OUTLETS LO N Q \ � 4.1 2 O \ I E b0. N ° LINEN - -- ---------- - - - - -� 1 ---------------- \ — — — — — — — — — — — — — — — - ---------------- p T.O. GYPCRETE I I I I 1 EL: 8146-6" , I I G 5'-' 5' -3/2' 5/2' 11'-5" I 1 0 20' 1" 5Y2 4' -11" - rj ' 0 8' -8" 9' -6" I I - -- — - - -� --I IZI _I I - -- p T. . GYPCRETE — — — — — E L: 8146' -0" DNIR —— - - - - -- BENCH - - - - -- �p � v N BUILT -IN BUILT -IN I I J I `°"— -- � Q I I IL O 4 -0" -1% 5.9Y, 5%2 19' -7%2' TRUNK LINES IN d SKI / M U D R O O M T.O. SUBFLOOR DROPPED CLG. ABOV ° V E S T I B U E 9'-6" CLG. pp EL: 8147' -0'' 3080 I L O FORCED AIR DUCTWO 5' -9" x 9' -0" 3p RISERS FROM FIRST LE 9' -6" CLG. co c I o UQWDE N -" - ELEV. U _ 9' -6" CLG. ,z "' BED 0 0 M 3 1 1 9" x 1 G. ® w 9' -6 "CLG. J I I I I I I I - - -- - - --I I I ----- - - - - -- ° M co CHANGES TO APPROV D L M91 • 1. 0 N I ° I I I I 1 A4.3 I 16-2" THIC N D WA L FOR I I WIR ABLE CHASE I I I \ IFR M LECTRICAL CLOS A/C i i i \ co — J E ELE .1 UNIT 1 FORCE DUCTW I _ RIS RS F OM FIRST LEVEL I � I I I I I I II I TRUH{K LIES IN DRO E CLG. i i �II - - - -- - -- PLANS I8 JUN 13 I — — — — — — — — — 10'x$' 0. H. DOOR LOG BEAM 3, SEE STRUCTURALS — — — — — — — — — — — — — — — — — — — — — — t ED E OF DECK ABOVE CANTILEVER \ CANTI EVER ABOVE — — — — — — — A4.2 I I ABOVE I CHANGES TO A PROVED J L PLANS 1$J N 13 - - - - - -- 5' -9%2' S�, 2'-6" 2 6„ I 5 -9%2" 6'-4" 04" 5' -6Y4 — — 6' -1%2' 4' 7%2' 2' $%2' 4' -9%" 1'_2„ 10' -0" 1 8, 17-6" 12' -8" 17' -7 — 10' -9" 7' -6" 24' -0" 2 \ A4.1 3 A4.1 00 CL 2 A4 UCT RALDRO PED _1�1 AP / 5/8" TYPE "X" G . BD- v I I I I I I I I LO I 3CA GARA 5/$" TYPE X" YP COMM N ALLS BETWEEN GA G AND D LLI AND ON ENTI EILIN (ONE O R FIRER E AT G AGE RESI EN E, AT GARAGE SIDE) TA & TE TURE GYP. BD. ONC. SL A FLO AINS T.O. SLAB 10'x8' 0.H. DOOR EL: 8146' -10" Design Review Staff Approval TOWN OF VAI L I By Joe Batcheller at 3:24 pm, Jun 26, 2013 _J 4_6, m o M V Q CHASE FOR EXHAUST FAN OUTLETS LO 00 Q - - 2- AN � c� 2 O Q) STONE VENEER COLUMN O U O C C'? SE ME HANICA SHEETS CN c") r W �—+ .— O w LEPH NE, CA LE, ETC. U r 05 \ �;' } STONE VENEEER WALL W /STONE CAP O U cn E CTRIC L METER >z (y) U a� ci O O� & AIN DI CONNECT � O N U � 0 O 2 EL C RICA DSURE U \ pow RE I E D E A4.3 �m TR S CLOSURE = o RE I D INTO STRUCTURE � o N IL 0- TRASH 1 3' -0" x 5'-4" m w Q \ I? 0 F- N � CV N \ w CH \ GAS METER o o \ L _�j 10' -0" 1 -2 2' -3" Z 13' -1 1 " —LOG BRACKETS AND SKIRT ROOF ABOVE GARAGE DOORS, SEE ELEVATIONS / / / / / /"FLAN NOTES: / 1. ALL DIMENSIONS ARE FROM FACE OF FRAMING / / 2. SEE DOOR AND WINDOW SCHEDULES FOR ROUGH OPENING SIZES. 3. SEE STRUCTURAL DRAWINGS FOR BEARING WALL AND STUD COLUMN LOCATIONS. / 4. ALL EXTERIOR WALLS ARE 2x6 STUDS / AT 16" O.0 UNLESS OTHERWISE NOTED. / 5. ALL INTERIOR WALLS ARE 2x4 STUDS CHANGES TO SROVED AT 16" O.C. UNLESS OTHERWISE NOTED. PLANS J,8 JUN 13 6. ALL POCKET DOOR WALLS ARE 2x6 STUDS. 7. ALL PLATE HEIGHTS ARE ABOVE TOP OF GYPCRETE UNLESS OTHERWISE NOTED. SE /CO D LEVEL FLOOR PLAN A2.2 FINISHED 2,308 S.F. SCALE: 1/4" — 1' -0" GARAGE 775 S.F. NORTH Scott S. Turnipseed, AIA and l Oddre I comtruct on I i0fiorclUSgo A202 SECOND LEVEL FLOOR PLAN m 00 M V Q Z 00 Q O � c� 2 O Q) U O U O C C'? �; CN c") r W �—+ .— O w o, U r 05 ® }N^`` } O 01 O U cn (y) ap w >z (y) U a� ci O O� � O N U � 0 O �- U V) pow o A202 SECOND LEVEL FLOOR PLAN m 00 M V Q Z � Q w � c� x O Q) U x U O c") r W �—+ N > H ® p a a w 4 w >z Z W � O N > A202 SECOND LEVEL FLOOR PLAN m 00 M Q Z Q Q) co O 00 O c") r Z Q pow o �m 0 m � � IL 0- m w Q 0 F- N � N w A202 SECOND LEVEL FLOOR PLAN / / \ 2 4.3 el 0 v 0 / 8' -5%2' 17-6" 3& 4' -4%2' 4' -4'/2' / / HIGH INDOWS SEE EL VATIONS 1 A4.3 / 2' -0'' 6' / / A4.1 13' -0" / / / / �IIII.�lllll�i� 13' -6" / / / / / / 3 A4.1 \ \ 1 2 A4.2 A4.2 108' -0" 7-0" 28' -0" 0 DECK NE - SNOWMELTED 2' -0'' 13' -0" \ \ \ \ ANGES TO APPROVED \ PLANS 18 JUN 13 3' -6" I II S�EfFREP- Fes. DETAIL LASE -B RRO- W�1D -. ,AND DIMEN co SEE MECHANICAL SHEET M1. lA000,� 14' -0" CLAD BI -FOLD YRRR 14' -0" CLAD BI -FOLD LLLZ 10' -6" CLAD BI-FOLD ZRR 112'-0'' \ INTO CHIM 10' -6' N EART R 5�2 CL J. CLG. — T_ T — — — — r — - - - - - T -1- - - — T T - - - — — — — — — — — — — m 17-0" x 21' -6' O I MAS ER BEDROOM O11 FLAT CLG. 1 ' -4" co In O m \ P L 1 16-0" x 1610. tY l' -10" I / O 113T' 6" ± 1. XLL DIMENSIONS ARE FROM FACE OF FRAMING U COFFERED CLG. I L r? I I I I I I I I I I I O U / FOR ROUGH OPENING SIZES. @ 12' -0" & 10' -6" I I 10 10 � BEARING WALL AND STUD COLUMN LOCATIONS. MASONRY BUILT PENINSULA FIREPLACE / 4. ALL EXTERIOR WALLS ARE 2x6 STUDS 2' 6" 1 1 1 1 I I 1 1 1 1 1 1 i U DR�a1NSS —— IONS I I I I I I I I V I NI I z I� I I I I I I I I I z I 1 - - - -- -- -- - - - - -- AT 16" O.C. UNLESS OTHERWISE NOTED. U I II S�EfFREP- Fes. DETAIL LASE -B RRO- W�1D -. ,AND DIMEN co SEE MECHANICAL SHEET M1. O D FLAT PANEL 112'-0'' � ��■ ■ ■O INTO CHIM 10' -6' N EART R HEAT N GL CL J. CLG. — DIRECT VEN � E7ttE� U1d1 II II _ I I I I I 1 I I I I �0 V. RECESSED III Q _fl MAS N -L ++TE MODEL MFP -63 II O I D I N I N G I I EY ABOVE MANTEL I MOj LAIF MASONRY FIREPLX CE I I I I I I W/ GIAS LbG SET, METAL FLUIE I I I I ESCAPE 42 — J �� I TO CIHIM�JEY BOVE I I I I I I I GAS FIREPLACE — I 1 — /`6ttTSIU� -- _, -- — - - -� —I— -- _J 1- - - - - -I - - -- I I- J COMBUSTION AIR INTAKE I I 1 II VENT THROUGH WALL 12' -0" I 0' -6" �� i I I— I r I I T_ — — — — — — N I CLG. I FLG. SE SURROUND, SIGN DHR+WflEL, 3' 4' -7" 6' -4" 2' -0" 1 I I ® DERAILS AND DIMENSIONS I I I I I I "' �U -- - - - -- \ - - -- - -- — ® I I I I I I I No I - -- - -- -- CHASE F R FLUE ENTS m c") co SEE MECHANICAL SHEET M1. O D STONE STA SNOWMEL DECORATI IRON GRAB STONE PILA W/ STONE CAP RS ED E IRON GUARD RAIL TER � ��■ ■ ■O 10 o N EART R / 0 2' -3" D CHASE F R FLUE ENTS m c") co SEE MECHANICAL SHEET M1. O / STONE STA SNOWMEL DECORATI IRON GRAB STONE PILA W/ STONE CAP RS ED E IRON GUARD RAIL TER � ��■ ■ ■O 10 o N EART R / 0 2' -3" D O � 17-0" x 21' -6' O .. O11 FLAT CLG. 1 ' -4" co In O — — — — — — N P L A WOTES: w / O w 1. XLL DIMENSIONS ARE FROM FACE OF FRAMING U / L _+__ C / 2. SEE DOOR AND WINDOW SCHEDULES O U / FOR ROUGH OPENING SIZES. mm / 3. III / � BEARING WALL AND STUD COLUMN LOCATIONS. MASONRY BUILT PENINSULA FIREPLACE / 4. ALL EXTERIOR WALLS ARE 2x6 STUDS W/ GAS LOGS AND METAL FLUES U � AT 16" O.0 UNLESS OTHERWISE NOTED. TO CHIMNEY ABOVE i U NO co I I I G R IE A T R O O IM I I I O I I SE IREPLA DE DRA NGS - - -- o J 268 3' -0" N c� _ _ _ _ _ O MASTER BATH _ I I FBI EE LAC O FA EET M .3 I 1 I 34' -0" x 21' -6" I I I I F D DIME I W. I. c L o. I I 16' -8" x 19' -0" I I 1 1 IVAULTED CLG. I I I I I I T.O. GYPCRETE 1 8' -0" x 13' -7" - COFFERED CLG. EL: 8157' -0" I 1 � I I I I I I I I I I 3090 FRENCH 1 9'-6'' CLG. _ 1 @ 9' -6" & 10' -6" I� ;o o N 10' -6" CLG. co I I I T.O. GYPCRETE I I I I I I I I I I LO I I �, I I� I I I EL: 8158' -0" I I I I I I I I I I I I 5'- b/2 5'7" 42 3/2 4' -0" 4' -4" —I I -- — _L J----- -L -1 - - - - -L __j L_ —I - -- --L -------------------------- O -- N LO — — :1 IL , 1— — — — — — RE S 1 T 8' 0%2 S%2 2' 3�2 4' -0" 2 7 2 � 5-1 2 2 6" - — -- - -- - - I I I = ---- - - - - -- P O ESSIONA STYLE I = _ 26 PKT. I I F O IYAIIE61R I I J o I I I RANI W/ HOOD SEE I 2680 PKT. I-- 7' -�x L-' -- 1 m I t�IEC ANICALE�ki ELI I - - -- I I - - -, —� r -- - - - - -- - -� ►- - -- - - - -i — \ o I 4:12 I I 4:12 I o�° °� M NOOKI 0 0 W LAUNDRIY I o I I O I 5Y2' I I I jl 11 I I 8'-O" ,x 5' -0" I I 2680 PKT. z — I I I I N _ _. _ I I 1 l i i i i I I 3' -0" x 11'-0" D 9' -b "CLG. 00 I I I 1 — �— _ _ _ l I 9'-6" CLG. /4:1 I I 4:12%, 1 z ^ E L E V. I I — — r -- - - -- -- —7 - -- \ \ A4.1 \ \ \ 4' -5%2 4' -0" 3%2 4 3Y2 17-6" \ \ \ \ \ 4' -5%2' V-7' 7" 9' 12' -8" 2 1 ��1 o Lo A4. CHANGES TO APPRO ED PLANS 18 JUN 13 N 1 -7" \ m c") co O / STONE STA SNOWMEL DECORATI IRON GRAB STONE PILA W/ STONE CAP RS ED E IRON GUARD RAIL TER � ��■ ■ ■O 10 \ / 0 2' -3" 13' -1 1 O � .. O11 \ co In O / N P L A WOTES: w / O w 1. XLL DIMENSIONS ARE FROM FACE OF FRAMING U / L _+__ C / 2. SEE DOOR AND WINDOW SCHEDULES O U / FOR ROUGH OPENING SIZES. mm / 3. III / � BEARING WALL AND STUD COLUMN LOCATIONS. / 4. ALL EXTERIOR WALLS ARE 2x6 STUDS \ \ \ \ 4' -5%2' V-7' 7" 9' 12' -8" 2 1 ��1 o Lo A4. CHANGES TO APPRO ED PLANS 18 JUN 13 N 1 -7" \ m c") co O / STONE STA SNOWMEL DECORATI IRON GRAB STONE PILA W/ STONE CAP RS ED E IRON GUARD RAIL TER Z 10 \ / 0 2' -3" 13' -1 1 O � 18' -0" O11 \ co O O / 8' -5" c N 2' -6" 3 A4.1 28' -4" 2' -6" I. 3' -7" I. 2' -6" I. 2' -10" 4'-5Y4" 3' -0%4' 7-6" 5-6" 2 A4.2 13' -0" 24' -0" Design Review Staff Approval TOWN OF VAIL � By Joe Batcheller at 3:24 pm, Jun 26, 2013 10' -8" \ \ 1 A4.3 \ \ \ O M F I I L_ O� \ O \ \ DECK q STONE - SNOWMELTED F-, N I I IF_ —1I I 7 C0L .• -rte 'h. r, ;f 3 AR • v��i rf a C, 0 2 A4.3 m c") co O / STONE STA SNOWMEL DECORATI IRON GRAB STONE PILA W/ STONE CAP RS ED E IRON GUARD RAIL TER Z 10 / 0 2' -3" 13' -1 1 2' -6" I. 3' -7" I. 2' -6" I. 2' -10" 4'-5Y4" 3' -0%4' 7-6" 5-6" 2 A4.2 13' -0" 24' -0" Design Review Staff Approval TOWN OF VAIL � By Joe Batcheller at 3:24 pm, Jun 26, 2013 10' -8" \ \ 1 A4.3 \ \ \ O M F I I L_ O� \ O \ \ DECK q STONE - SNOWMELTED F-, N I I IF_ —1I I 7 C0L .• -rte 'h. r, ;f 3 AR • v��i rf a C, 0 2 A4.3 Scott S. Turnipseed, AIA archit�ture cx�nstructl�n � inte�iorc?�s�g�� m c") co / Q Z 10 / co 2' -3" 13' -1 1 O � 18' -0" O11 / co O O / N P L A WOTES: w / O w 1. XLL DIMENSIONS ARE FROM FACE OF FRAMING U / L _+__ C / 2. SEE DOOR AND WINDOW SCHEDULES O U / FOR ROUGH OPENING SIZES. w / 3. SEE STRUCTURAL DRAWINGS FOR / N ci BEARING WALL AND STUD COLUMN LOCATIONS. / 4. ALL EXTERIOR WALLS ARE 2x6 STUDS N U � AT 16" O.0 UNLESS OTHERWISE NOTED. � / U 5-6' 5. ALL INTERIOR WALLS ARE 2x4 STUDS O / r- AT 16" O.C. UNLESS OTHERWISE NOTED. U / / 6. ALL POCKET DOOR WALLS ARE 2x6 STUDS. / 7. ALL PLATE HEIGHTS ARE ABOVE TOP OF / GYPCRETE UNLESS OTHERWISE NOTED. ,T Jill RD LEVEL FLOOR PLAN SCALE: 1/4 "= 1' -0" A2.3/ 3' 110 S.F. > O / NORTH m � Scott S. Turnipseed, AIA archit�ture cx�nstructl�n � inte�iorc?�s�g�� A2.3 THIRD LEVEL FLOOR PLAN m c") co Q Z 10 IL co Q O � c� O11 Q) co O O N CN w .— O w o, U r N L _+__ C -_ O O U =) (y) ap w >z Cy� - U N ci O O, a) O 0- N U � � � U O r- J U Q Q A2.3 THIRD LEVEL FLOOR PLAN m c") co Q Z IL � Q w � c� O11 Q) co O 00 - w N > ® O a w O w >z Z Q N > A2.3 THIRD LEVEL FLOOR PLAN m c") co Q Z IL Q Q) co O 00 - Z Q J Q Q LU m : > O m � N 0:� Q [L N cn > N w A2.3 THIRD LEVEL FLOOR PLAN 3' -0" 20' -0'' 6-0" TRUSS "A2" sj Q TRUSS "A" �5 :�o Ln 12' -0'' 4' -0" P 3' -0" 17-0" N �i N A 5)/2'' 1Y2 � 12 �4 co 3' -0" EL: 108' -6" \� n 10' -0" 7' -0" — — ________ CLIP TOP OF TRUSS ----- - - - - -- AS REQUIRED 12 TRUSS "B" ° N 71 EL: 110'-6" —o - - - - -- - - - -- EL: 109'-6" ok qu 12' -1 " 2' -5%2 TRUSS "B2" FLAT BOTTOM CHORD MOM 12 `- -14 1%2' 3' -0" 11 1 11'-6' 11 11' -6" 11 8' -6" 11 8' -6' �. n" s I-). 12 41— TRUSS "Y 23' -0" CHANGES TO APPROVED PLANS 18 JUN 13 12 —14 �1 EL: 112' 4" EL: 1 12' 4" Q, ry, Q' TRUSS "E" 0 N Design Review Staff Approval TOWN By Joe Batcheller at 3:26 pm, Jun 26, 2013 OF VAIL 17-0" 12 � _I4 ,J SCAB ON M'S TO TRUSSES SEE STRUCTURALS FOR BACKSPAN AND CONNECTIONS ')n' N DROP TOP CHORD OF FIRST THREE TRUSSES 7 1/4" FOR 2x8 OUTLOOKERS Z. "1 DW GUARDS, ROOF, TYP. ECTIONS CHANGES TO APPROVED PLANS 18 JUN 13 Q q �4 4L— EL: 112' 12 12 5Y2" 3' -8" 3' -8" 5%2" o TRUSS "K" 0 EL: 110'-6" I EL: 5' -11%" I I 12' -0" ^�a ROOF PLAN & TRUSS PROFIL ES SCALE: 1/4 "= 1' -0" NORTH Scott S. Turnipseed, AIA architecture I construction I inteflorc? sgo A204 ROOF PLAN TRUSS PROFILES m M Q Z zo IL 00 O Q W � � c� O O r V) CN Q U x ° •— C O W o, U r N 05 L } (D O 0 O U D cn M ap O N CN cy? Z N O Q U Q � � U M O r J U V) Q A204 ROOF PLAN TRUSS PROFILES m M Q Z zo IL Q w � c� O O O ce) U x w cv > c� r~ a Z Q ~o J A204 ROOF PLAN TRUSS PROFILES m M Q Z IL Q 00 O 00 O ce) r- c� Z Q J Q W pp > O m � � 0— m w Q O N � N w A204 ROOF PLAN TRUSS PROFILES L9 L9 o� 12 5� T.O. PLATE @ STUDY T.O. PLATE @ MASTER /_Z_1 � ,NGES TO APPROVED PLANS 18 JUN 13 DECORATIVE LOG TRUSS EL: 8171'-9" \ I ICI 'I�III T.O. GYPCRETE @ THI LEVEL EL: 8157'-0" T.O. GYPCRETE @ SECOND L EL: 8146-0" T.O. SLAB @ FIRST LEVEL 0 EL: 8175' -3" ok EL: 817' -6" lqu J " MOSSROCK" 'L kill 00 O �i TRIM & CORNER BOARDS: 111 LOG COLUMNS, BEAMS, ETC.: 112 IN SIERRA PACIFIC "BLACK'' i tij PAINTED METAL TILE "WEATHERED COPPER" in soo 3 PIPE SNOW GUARDS: TO MATCH ROOF COLOR GUTTERS & DOWNSPOUTS: IN METAL TOP AND BOTTOM RAILS c� n 1 EL: 8175' -3" ok EL: 817' -6" lqu J GPI " MOSSROCK" 'L No 00 O oil oil itil TRIM & CORNER BOARDS: 111 LOG COLUMNS, BEAMS, ETC.: 112 IN SIERRA PACIFIC "BLACK'' i tij PAINTED METAL TILE "WEATHERED COPPER" in soo 3 PIPE SNOW GUARDS: TO MATCH ROOF COLOR GUTTERS & DOWNSPOUTS: IN METAL TOP AND BOTTOM RAILS c� n 1 GPI 3x8 R.S. WOOD HEAD TRIM 2x12 HEWN PLANK SIDING 3x6 R.S. WOOD VERTICAL TRIM 3x14 R.S. WOOD CORNER BOARD 3x4 R.S. WOOD SILL 3x6 R.S. WOOD APRON 10' -10 "± 2' -6" �. 5' -10 " +_ / (2) 65, CS NT H R. @ -0" MOSSROCK STONE CHIMNEY W/ STONE CAP, SEE DETAIL A6.1 / 6 INTERLOCKING METAL SHINGLES —6x10 R.S. WOOD LINTEL 3" THICK STONE SILL MOSSROCK STONE VENEER NT. H R. @ 0" 4' -10 "± 1 ' -0 2' -10 "± l ' -0" _1 -� i � gro IIIIIIII �� ��tlllllllll���� ,����, IIIIIIII e ' ()I Ally MOSSROCK STONE CHIMNEY W/ STONE CAP, SEE DETAIL A6.1 / 6 DECORATIVE LOG TRUSS EL: 8176' -6" 12 7 Ab. l " MOSSROCK" 'L No 00 O oil oil itil TRIM & CORNER BOARDS: 111 LOG COLUMNS, BEAMS, ETC.: 112 IN SIERRA PACIFIC "BLACK'' i tij PAINTED METAL TILE "WEATHERED COPPER" in METAL TO MATCH ROOF COLOR 3 PIPE SNOW GUARDS: TO MATCH ROOF COLOR GUTTERS & DOWNSPOUTS: IN METAL TOP AND BOTTOM RAILS c� n 1 O 3x8 R.S. WOOD HEAD TRIM 2x12 HEWN PLANK SIDING 3x6 R.S. WOOD VERTICAL TRIM 3x14 R.S. WOOD CORNER BOARD 3x4 R.S. WOOD SILL 3x6 R.S. WOOD APRON 10' -10 "± 2' -6" �. 5' -10 " +_ / (2) 65, CS NT H R. @ -0" MOSSROCK STONE CHIMNEY W/ STONE CAP, SEE DETAIL A6.1 / 6 INTERLOCKING METAL SHINGLES —6x10 R.S. WOOD LINTEL 3" THICK STONE SILL MOSSROCK STONE VENEER NT. H R. @ 0" 4' -10 "± 1 ' -0 2' -10 "± l ' -0" _1 -� i � gro IIIIIIII �� ��tlllllllll���� ,����, IIIIIIII e ' ()I Ally MOSSROCK STONE CHIMNEY W/ STONE CAP, SEE DETAIL A6.1 / 6 DECORATIVE LOG TRUSS EL: 8176' -6" 12 7 Ab. l LOG COLUMNS @ CORNER OF CANTILEVER BOARD OVER BOARD R.S. WOOD SIDING 12" DIA. LOG OUTLOOKERS 10" DIA. LOG BRACES 10" DIA. LO FTER��- 2x10 R.S. WOOD FASCIA 60 CS T H R` @ 1 ' -0 LOG BEAM, SEE STRUCTURAL` LOG OUTLOOKER, SEE STRUCTU LOG BRACE, SEE STRUCTURALS 5 A6.1 Scott S. Turnipseed, AIA arch9t�ture cx�nstructl�n � inte�iorc?�s�g�� EL: 8173' -0" rh T.O. PLATE @ KITCHEN & NOOK " MOSSROCK" HEWN PLANK SIDING: MESSMERS "COLORADO BROWN" 00 O MESSMERS "COLORADO BROWN" TRIM & CORNER BOARDS: MESSMERS "COLORADO BROWN" LOG COLUMNS, BEAMS, ETC.: MESSMERS "COLORADO BROWN" IN SIERRA PACIFIC "BLACK'' i tij PAINTED METAL TILE "WEATHERED COPPER" i, METAL TO MATCH ROOF COLOR 3 PIPE SNOW GUARDS: TO MATCH ROOF COLOR GUTTERS & DOWNSPOUTS: IN METAL TOP AND BOTTOM RAILS c� n 1 O Q) to-i, 0 00 ti- O 711 LOG COLUMNS @ CORNER OF CANTILEVER BOARD OVER BOARD R.S. WOOD SIDING 12" DIA. LOG OUTLOOKERS 10" DIA. LOG BRACES 10" DIA. LO FTER��- 2x10 R.S. WOOD FASCIA 60 CS T H R` @ 1 ' -0 LOG BEAM, SEE STRUCTURAL` LOG OUTLOOKER, SEE STRUCTU LOG BRACE, SEE STRUCTURALS 5 A6.1 Scott S. Turnipseed, AIA arch9t�ture cx�nstructl�n � inte�iorc?�s�g�� EL: 8173' -0" rh T.O. PLATE @ KITCHEN & NOOK " MOSSROCK" HEWN PLANK SIDING: MESSMERS "COLORADO BROWN" 00 O MESSMERS "COLORADO BROWN" TRIM & CORNER BOARDS: MESSMERS "COLORADO BROWN" LOG COLUMNS, BEAMS, ETC.: MESSMERS "COLORADO BROWN" WINDOW CLADDING: SIERRA PACIFIC "BLACK'' ALL ROOF FORMS: PAINTED METAL TILE "WEATHERED COPPER" ALL FLASHING: METAL TO MATCH ROOF COLOR 3 PIPE SNOW GUARDS: TO MATCH ROOF COLOR GUTTERS & DOWNSPOUTS: TO MATCH ROOF COLOR METAL TOP AND BOTTOM RAILS c� n 1 O Q) O 0, 0 00 W O O U O METAL BALLUSTRADE r- W �—+ 00 > r~ 10'' DIA. LOG NEWEL POSTS o a w C) w >z 12" DIA. LOG DECK JOISTS ° z W O� STONE VENEER COLUMN Q N U > W/ STONE CAP } N O L � 01 IJ O c'? W U 00 tb > II­__ N Q) � M T.O. GYPCRETE @ THIRD LEVEL O O EL: 8158'-0" U N a., L IL U Q m W Q U LOG BEAM, SEE STRUCT LS m O LOG BRACE, SEE STRUCTURAL O cn W •N U CHANGES TO APPROVED PLANS 18 JUN 13 EXTERIOR MATERIALS AND COLORS: STONE VENEER: " MOSSROCK" HEWN PLANK SIDING: MESSMERS "COLORADO BROWN" FASCIAS & SOFFITS MESSMERS "COLORADO BROWN" TRIM & CORNER BOARDS: MESSMERS "COLORADO BROWN" LOG COLUMNS, BEAMS, ETC.: MESSMERS "COLORADO BROWN" WINDOW CLADDING: SIERRA PACIFIC "BLACK'' ALL ROOF FORMS: PAINTED METAL TILE "WEATHERED COPPER" ALL FLASHING: METAL TO MATCH ROOF COLOR 3 PIPE SNOW GUARDS: TO MATCH ROOF COLOR GUTTERS & DOWNSPOUTS: TO MATCH ROOF COLOR 1 " By Joe Batcheller at 3:27 pm, Jun 26, 2013 L TOXIN OF VA 1 L A3.1 SCALE: 1/4" = V -0" � _ ' T.O. SLAB @ GARAGE EL: 8146' -10" T.O. GYPCRETE @ SECOND LEVEL EL: 8146' -6" T.O. SLAB @ FIRST LEVEL EL: 8135' -6" Q co \ L: 4 41S IS + D ri'RO A3,8 EXTERIOR ELEVATIONS c -"T Q z zo IL � Q w � 1 c� O Q) 00 0 00 O CO r- W �—+ N > r~ ® o a w C) w >z z ~o Q N > A3,8 EXTERIOR ELEVATIONS c -"T Q z IL Q 1 Q) 00 0 00 O CO r- cn z Q J Q IJ W tb > O V) L IL m W Q O cn W •N � A3,8 EXTERIOR ELEVATIONS EL: 8173' -0" T.O. PLATE @ HEARTH & GREAT ROOMS T.O. PLATE @ KITCHEN & NOOK 10" DIA. LOG NEWEL POSTS METAL TOP AND BOTTOM RAILS N METAL BALLUSTRADE ° 12'' DIA. LOG DECK JOISTS M o� 6 al T.O. GYPCRETE EL: 8158'-0" T.O. GYPCRETE EL:8146' -6" T.O. SLAB EL: 8135' -6" EXTERIOR MATERIALS AND COLORS: 12" DIA. LOG OUTLOOKERS BOARD OVER BOARD R.S. WOOD 10" L G RAFTERS 2x10 R.S. WOOD FASCIA @1V EXISTING GRADE HEWN PLANK SIDING: MESSMERS "COLORADO BROWN" FASCIAS & SOFFITS MESSMERS "COLORADO BROWN" TRIM & CORNER BOARDS: MESSMERS "COLORADO BROWN" LOG COLUMNS, BEAMS, ETC.: MESSMERS "COLORADO BROWN" WINDOW CLADDING: SIERRA PACIFIC "BLACK" ALL ROOF FORMS: PAINTED METAL TILE "WEATHERED COPPER" ALL FLASHING: METAL TO MATCH ROOF COLOR 3 PIPE SNOW GUARDS: TO MATCH ROOF COLOR GUTTERS & DOWNSPOUTS: TO MATCH ROOF COLOR 12 7 A6.1 MOSSROCK STONE CHIMNEY W/ STONE CAP, SEE DETAIL A6.1 / 6 EL: 8176' -6" 1 HANGES TO APPROVED PLANS 18 JUN 13 METAL SHINGLES �� 11111119-111 gum �� l nm -� �nn nn rm7 VIII III I IP II III III III IINII III= REAR ELEVATION A3.2 SCALE: 1/4 "= 1' -0" (4) PANEL BI- FOLDIN( HDR. @ 9' -0" 5 A6.1 ►11111��11110�11 �� -���t� ���� c, i nl l+ i (4) PANEL BI- FOLDIN( HDR. @ 9' -0" i �MOSSROCK STONE CHIMNEY W/ STONE CAP, SEE DETAIL A6.1 / 6 EL: 8175-3" /-ik �f I'm's � ill " ®r Ilia PICTURE HDR. ie ►11111��11110�11 �� -���t� ���� c, i nl l+ i (4) PANEL BI- FOLDIN( HDR. @ 9' -0" i �MOSSROCK STONE CHIMNEY W/ STONE CAP, SEE DETAIL A6.1 / 6 EL: 8175-3" /-ik (3) 08( TH R. @ ' o.. II�I�9 �f w � ill " ®r Ilia PICTURE HDR. ie (3) 08( TH R. @ ' o.. II�I�9 EL: 8171 12 T.O. PLATE @ MASTER BEDROOM T.O. PLATE @ MASTER BEDROOM O. PLATE @ MASTER BATH 3x8 R.S. WO D HEAD TRIM 3x6 R.S. OD VERTICAL TRIM 3x4 R.S. OOD SILL - ° 3x6 R.S. OOD APRON T.O. GYPCRETE @ THIRD LEVEL EL: 815 ' 0" 2 2 HEWN PLANK SIDING 3 4 R.S. WOOD CORNER BOARD L9 o1 1 CHANGES TO APPROVED PLANS 18 JUN 13 T.O. GY CRETE @ SECOND LEVEL EL: 8146' 0" 6x10 .S. WOOD LINTEL 3" TH K STONE SILL M SROCK STONE VENEER o� T.O. SLAB @ FIRST LEVEL i Design Review Staff Approval By Joe Batcheller at 3:27 pm, Jun 26, 2013 Scott S. Turnipseed, AIA arch9t�ture cx�nstructl�n � inte�iorc?�slg�� O � � O C co N C U OF, .— O w o, U r 05 } N O L -- 0 - O M U cn ap CN CY? N O U v> o, Vi :t= O U Q � � U O U C) zo � Q w � c� O � � w � x O � w � w N > r~ a ® O a w w >z ~o N > INC co M Q Z Q : O O cn r c� Z Q w Q w m > O m � w IL w m w Q O F- N � N w •N � A3,82 EXTERIOR ELEVATIONS �f w � ill Ilia i e EL: 8171 12 T.O. PLATE @ MASTER BEDROOM T.O. PLATE @ MASTER BEDROOM O. PLATE @ MASTER BATH 3x8 R.S. WO D HEAD TRIM 3x6 R.S. OD VERTICAL TRIM 3x4 R.S. OOD SILL - ° 3x6 R.S. OOD APRON T.O. GYPCRETE @ THIRD LEVEL EL: 815 ' 0" 2 2 HEWN PLANK SIDING 3 4 R.S. WOOD CORNER BOARD L9 o1 1 CHANGES TO APPROVED PLANS 18 JUN 13 T.O. GY CRETE @ SECOND LEVEL EL: 8146' 0" 6x10 .S. WOOD LINTEL 3" TH K STONE SILL M SROCK STONE VENEER o� T.O. SLAB @ FIRST LEVEL i Design Review Staff Approval By Joe Batcheller at 3:27 pm, Jun 26, 2013 Scott S. Turnipseed, AIA arch9t�ture cx�nstructl�n � inte�iorc?�slg�� O � � O C co N C U OF, .— O w o, U r 05 } N O L -- 0 - O M U cn ap CN CY? N O U v> o, Vi :t= O U Q � � U O U C) zo � Q w � c� O � � w � x O � w � w N > r~ a ® O a w w >z ~o N > INC co M Q Z Q : O O cn r c� Z Q w Q w m > O m � w IL w m w Q O F- N � N w •N � A3,82 EXTERIOR ELEVATIONS �f w � ill EL: 8171 12 T.O. PLATE @ MASTER BEDROOM T.O. PLATE @ MASTER BEDROOM O. PLATE @ MASTER BATH 3x8 R.S. WO D HEAD TRIM 3x6 R.S. OD VERTICAL TRIM 3x4 R.S. OOD SILL - ° 3x6 R.S. OOD APRON T.O. GYPCRETE @ THIRD LEVEL EL: 815 ' 0" 2 2 HEWN PLANK SIDING 3 4 R.S. WOOD CORNER BOARD L9 o1 1 CHANGES TO APPROVED PLANS 18 JUN 13 T.O. GY CRETE @ SECOND LEVEL EL: 8146' 0" 6x10 .S. WOOD LINTEL 3" TH K STONE SILL M SROCK STONE VENEER o� T.O. SLAB @ FIRST LEVEL i Design Review Staff Approval By Joe Batcheller at 3:27 pm, Jun 26, 2013 Scott S. Turnipseed, AIA arch9t�ture cx�nstructl�n � inte�iorc?�slg�� O � � O C co N C U OF, .— O w o, U r 05 } N O L -- 0 - O M U cn ap CN CY? N O U v> o, Vi :t= O U Q � � U O U C) zo � Q w � c� O � � w � x O � w � w N > r~ a ® O a w w >z ~o N > INC co M Q Z Q : O O cn r c� Z Q w Q w m > O m � w IL w m w Q O F- N � N w •N � A3,82 EXTERIOR ELEVATIONS �f w � � EL: 8171 12 T.O. PLATE @ MASTER BEDROOM T.O. PLATE @ MASTER BEDROOM O. PLATE @ MASTER BATH 3x8 R.S. WO D HEAD TRIM 3x6 R.S. OD VERTICAL TRIM 3x4 R.S. OOD SILL - ° 3x6 R.S. OOD APRON T.O. GYPCRETE @ THIRD LEVEL EL: 815 ' 0" 2 2 HEWN PLANK SIDING 3 4 R.S. WOOD CORNER BOARD L9 o1 1 CHANGES TO APPROVED PLANS 18 JUN 13 T.O. GY CRETE @ SECOND LEVEL EL: 8146' 0" 6x10 .S. WOOD LINTEL 3" TH K STONE SILL M SROCK STONE VENEER o� T.O. SLAB @ FIRST LEVEL i Design Review Staff Approval By Joe Batcheller at 3:27 pm, Jun 26, 2013 Scott S. Turnipseed, AIA arch9t�ture cx�nstructl�n � inte�iorc?�slg�� O � � O C co N C U OF, .— O w o, U r 05 } N O L -- 0 - O M U cn ap CN CY? N O U v> o, Vi :t= O U Q � � U O U C) zo � Q w � c� O � � w � x O � w � w N > r~ a ® O a w w >z ~o N > INC co M Q Z Q : O O cn r c� Z Q w Q w m > O m � w IL w m w Q O F- N � N w •N � A3,82 EXTERIOR ELEVATIONS zo � Q w � c� O � � w � x O � w � w N > r~ a ® O a w w >z ~o N > INC co M Q Z Q : O O cn r c� Z Q w Q w m > O m � w IL w m w Q O F- N � N w •N � A3,82 EXTERIOR ELEVATIONS co M Q Z Q : O O cn r c� Z Q w Q w m > O m � w IL w m w Q O F- N � N w •N � A3,82 EXTERIOR ELEVATIONS A3,82 EXTERIOR ELEVATIONS a 3 Design Review Staff Approval TOWN F By Joe Batcheller at 3:28 pm, Jun 26, 2013 VAIL GYPCRETE UNLESS OTHERWISE NOTED. G.R.F.A.,-6ALCULATIONS REDLINES FIRSjzLEVEL FLOOR PLAN A2.1 FINISHED ,083 S.F. SCALE: 1 /4" = Y -0" LESS j�iM -2,065 S.F. CyR.F.A. 1,018 S.F. 16,4, Scott S. Turnipseed, AIA aThi€eeture I cvnstnucton I interiar(Itigrn Q m cY) M Q Z � O � : c� � O w Q) � � O U O cC'? v� �; C4 cY r w O w o, U r N 06 L } a a O 0 O U cn (Y) ap w O N Cy? Z N O ~O Q N U } Q � � U M CL O �- U V) Q 0 Q m cY) M Q Z IL w � : c� � O w Q) � � x O O cY r w cv > E~ ® O a a w O w >z Z ~O Q N > A801 FIRST LEVEL FLOOR PLAN m cY) M Q Z IL Q : Q) co O 00 O cY r c� Z Q CL Q 0 m > 0 IL 0- m w Q � IL O F- N � N w •N � A801 FIRST LEVEL FLOOR PLAN v 0 N ,n 0 / N r> o v 0 2 A4.3 a N \ CV \ CV 17-6" 13' -1 %2' / / / 1 / .1 / 5' -9%2' 2' -6" 2' -6" Ir 17' -6" 1 A4.3 4' -4/" / / 3' -0" �7 - 2' -0" / 6' -6" / 1 2 / A4.2 A4.2 / 108' -0'' / jk T.O. STONE \ / IU EL: 8142' -8" — — — — — — — — — — — — — — — — — — — 16' -0" 16'-0" / 16' -0" 16' -0" 2'- 6' -0" / ETAL GUARD RAIL \ LOG NEWEL POST DIN R T.O. STONE \ 3 1U EL: 8145-0" \ / — — — — — — — — — — — — — — — — — — — — — — — — — — / A4.1 r� DECK STONE VENEER COLUM BASE L — _ _ _ _ — — — — — — — — — — STONE - SNOWMELTED — — — �\ / W/ STONE CAP o / � � \ 2 / DECK r - - -� A4.1 -- — -- - - - - -- - -- STON - SNOWMELTE LOG COLUMN I I T.O. STONE I I \ \ \ \ L: 8145' -0'' HOT T U B - - - - -- - -- - -- I I 8'x 8'TOP FLUSH W/ PATIO � I \ N \ \ I I 1 \ STONE € NOWM LTED I I T.O. STONE 1 L11 I \\ I I 13' -0" I C? 54' -0" EL: 8146'-2" 3' -6' \ 6' -6" 2' -0" 3' -0" 14' -0" 12' -0" I 14' -0" 1 �2' 2' 10' -5%" I I 1' 1 %2' \ T.O. STONE I � \ EL: 8145'-9"' I /A\ /% I I /A\ I I T.O. STONE I I 1 1 1 I EL: 8146' -2" I I L N I \ co I I I I `CANTI EVER ABOVE 5-9%2' 6' -4.. 6.4' 5' -6 Y4', 17' -7' — 2 A4.1 HATCHING INDICATES FLOOR AREA TO OUTSIDE \ OF SHEATHING G.R.F.A. = 2,264 S.F. \Z1 CHANGES TO APPROVED PLANS 18 JUN 13 0 N 3 A4.1 L------ - - - - -- I ----- - - - - -- I LOG BEAM 3, SEE STRUCTURALS I I \—ED 3E OF DECK ABOVE 1 I I A4.2 I I J 6-1%2' 4' -7%2 2' -8%2' 4' -9%" 1, -2„ 10' -9" 7-6" W1011 I I 1. 0 N A4.3 I 16-2" 10" I I I I I A/C I I 00 UNIT I I I \ I I I — — ------ - - - - -- -- I I ------------------ I \ I I I 1' -0" 1' -b" 2' -0" CHASE FOR EXHAUST FAN OUTLETS \ I I I I I AN UCT RAL DRO PED SE ME HANICA SHEETS II I RAP / 5/8" TYP "X" G BD. T LEPH NE, CABLE, ETC. \ I I TRUt {K LIES IN DRO�Ibb E CLG. ABO E ELECTRIC L METER \ I I I I I I & MAIN DI CONNECT I I I ELECTRIC OSURE RE ES D E I I I I I I I I L O I I I I TRAS CLOSURE I — RE E D INTO STRUCTURE N N o I I I I I I I I I I I I I I I = I I I I I I I I I I I 3CA G A R A I I I I 5/8" TYPE X" YP I I I I COMMON ALLS BETWEEN GA G AND DWIELLI AND ON ENTI EILING IONE T G AGE IT 00 Q I E, AF GARAGE SIDE) HAI I G INDICATES I I I I TA & TE TURE GYP. BD. FLO 1 Q) U O U O c°�, \ 4.1 5' -9%2' 2' -6" 2' -6" Ir 17' -6" 1 A4.3 4' -4/" / / 3' -0" �7 - 2' -0" / 6' -6" / 1 2 / A4.2 A4.2 / 108' -0'' / jk T.O. STONE \ / IU EL: 8142' -8" — — — — — — — — — — — — — — — — — — — 16' -0" 16'-0" / 16' -0" 16' -0" 2'- 6' -0" / ETAL GUARD RAIL \ LOG NEWEL POST DIN R T.O. STONE \ 3 1U EL: 8145-0" \ / — — — — — — — — — — — — — — — — — — — — — — — — — — / A4.1 r� DECK STONE VENEER COLUM BASE L — _ _ _ _ — — — — — — — — — — STONE - SNOWMELTED — — — �\ / W/ STONE CAP o / � � \ 2 / DECK r - - -� A4.1 -- — -- - - - - -- - -- STON - SNOWMELTE LOG COLUMN I I T.O. STONE I I \ \ \ \ L: 8145' -0'' HOT T U B - - - - -- - -- - -- I I 8'x 8'TOP FLUSH W/ PATIO � I \ N \ \ I I 1 \ STONE € NOWM LTED I I T.O. STONE 1 L11 I \\ I I 13' -0" I C? 54' -0" EL: 8146'-2" 3' -6' \ 6' -6" 2' -0" 3' -0" 14' -0" 12' -0" I 14' -0" 1 �2' 2' 10' -5%" I I 1' 1 %2' \ T.O. STONE I � \ EL: 8145'-9"' I /A\ /% I I /A\ I I T.O. STONE I I 1 1 1 I EL: 8146' -2" I I L N I \ co I I I I `CANTI EVER ABOVE 5-9%2' 6' -4.. 6.4' 5' -6 Y4', 17' -7' — 2 A4.1 HATCHING INDICATES FLOOR AREA TO OUTSIDE \ OF SHEATHING G.R.F.A. = 2,264 S.F. \Z1 CHANGES TO APPROVED PLANS 18 JUN 13 0 N 3 A4.1 L------ - - - - -- I ----- - - - - -- I LOG BEAM 3, SEE STRUCTURALS I I \—ED 3E OF DECK ABOVE 1 I I A4.2 I I J 6-1%2' 4' -7%2 2' -8%2' 4' -9%" 1, -2„ 10' -9" 7-6" W1011 I I 1. 0 N A4.3 I 16-2" 10" I I I I I A/C I I 00 UNIT I I I \ I I I — — ------ - - - - -- -- I I ------------------ I \ I I I 1' -0" 1' -b" 2' -0" CHASE FOR EXHAUST FAN OUTLETS \ I I I I I AN UCT RAL DRO PED SE ME HANICA SHEETS II I RAP / 5/8" TYP "X" G BD. T LEPH NE, CABLE, ETC. \ I I TRUt {K LIES IN DRO�Ibb E CLG. ABO E ELECTRIC L METER \ I I I I I I & MAIN DI CONNECT I I I ELECTRIC OSURE RE ES D E I I I I I I I I L O I I I I TRAS CLOSURE I — RE E D INTO STRUCTURE N N o I I I I I I I I I I I I I I I = I I I I I I I I I I I 3CA G A R A I I I ff C01 f. �, du � �- • • r.�yr�nte�i - a G'�f• 0 STONE VENEER COLUMN STONE VENEEER WALL ? W/ STONE CAP 2 \ N, A4.3 - o I 5/8" TYPE X" YP I I I I COMMON ALLS BETWEEN GA G AND DWIELLI AND ON ENTI EILING IONE T G AGE IT 00 Q I E, AF GARAGE SIDE) HAI I G INDICATES I I I I TA & TE TURE GYP. BD. FLO AREA TO OUTSID Q) U O U O c°�, V) I I OF CN �iL I I ONC. SL A AINS 4' -6" G.R.F. . = 42 S.F. .— T.O. SLAB - - - - -- -- — ° 10'x8' O.H. DOOR 10'x8' O.H. DOOR qU EL: 8146' -10" — GAS METER — — — — — — o — — — — — — — L -------- — — — — — — — — J ^^`` } O 01 CANTILEVER I I I I I k I I cn 1 CH ES TO APPROVED ABOVE I I I I C? PL NS 18 JUN 13 L L N cn O Cr 10' -01, 1 -2 2' -3" Q 13' -1 1 " N 24' -0" � � � U 2 LOG BRACKETS AND SKIRT ROOF A4.2 ABOVE GARAGE DOORS, SEE ELEVATIONS O UN- HATCHED AREA INDICATES U ff C01 f. �, du � �- • • r.�yr�nte�i - a G'�f• 0 STONE VENEER COLUMN STONE VENEEER WALL ? W/ STONE CAP 2 \ N, A4.3 - o v CL 00 Q N � :2 c� O Q) U O U O c°�, V) N CN �iL r O O6 .— O w o, U r CV 015 ® C ^^`` } O 01 \ O U cn M ap O C? CN cy� U N cn O Cr Q O N U � � � U CL O � U C) Q Q w m 0 o m � � IL V) 0- \ / / / / GARAGE FLOOR AREA TO OUTSIDE OF SHEATHING / TOTAL FLOOR AREA 775 S.F. / 00 -P' L A N NOTES . GARAGE ALLOWANCE 775 S.F. G.R.F.A. 0 S.F. / 1. ALL DIMENSIONS ARE FROM FACE OF FRAMING I 1 / CHANGES TO APPROVED / 2. SEE DOOR AND WINDOW SCHEDULES PLANS 18 JUN 13 FOR ROUGH OPENING SIZES. Design Review 3. SEE STRUCTURAL DRAWINGS FOR Staff Approval BEARING WALL AND STUD COLUMN LOCATIONS. / 4. ALL EXTERIOR WALLS ARE 2x6 STUDS TOXIN OF VA�I L , By Joe Batcheller at 3:28 pm, Jun 26, 2013 / AT 16" O.0 UNLESS OTHERWISE NOTED. / 5. ALL INTERIOR WALLS ARE 2x4 STUDS / AT 16" O.C. UNLESS OTHERWISE NOTED. / 6. ALL POCKET DOOR WALLS ARE 2x6 STUDS. G.R.F.A. CALCULATIONS R LINES 7. ALL PLATE HEIGHTS ARE ABOVE TOP OF GYPCRETE UNLESS OTHERWISE NOTED. 1 S,E /COND LEVEL FLOOR PLAN A2.2 FINISHED 2,308 S.F. SCALE: 1/4" = V -0" GARAGE 775 S.F. NORTH Scott S. Turnipseed, AIA aThi€eeture I cvnstructon I interiar(Wgi A8,92 SECOND LEVEL FLOOR PLAN CL 00 Q O � :2 c� O Q) U O U O c°�, V) N CN �iL r O O6 .— O w o, U r CV 015 ® C ^^`` } O 01 O U cn M ap O N CN cy� U N cn O Cr Q O N U � � � U CL O � U C) Q Q A8,92 SECOND LEVEL FLOOR PLAN CL � Q w � :2 c� O Q) U x O O cY r I--1 Cpl rW ® O a w O Z Q O N > A8,92 SECOND LEVEL FLOOR PLAN CL < _] ::D :2 Q) co O 00 O cY r c� Z Q CL � Q Q w m 0 m � � IL V) 0- m w Q 0 F- N w A8,92 SECOND LEVEL FLOOR PLAN C. R. F. A. C A L C U AT I O N S REDLINES 7. ALL PLATE HEIGHTS ARE ABOVE TOP OF Design Review / GYPCRETE UNLESS OTHERWISE NOTED. Staff A p p r o v a l T 1 R D L E V E L F L O O R P L A N By Joe Batcheller at 3:28 pm, Jun 26, 2013 TOWN OF VAIL A2.3 , 3,110 S.F. SCALE: 1/4" = Y -0" NORTH 16,4, Scott S. Turnipseed, AIA aThi€eeture I cvnstnuc]ien I interiar(leigrn z c) 0 STONE STA SNOWMEL DECORATI IRON GRAB STONE PILA W/ STONE CAP RS ED E IRON GUARD RAIL TER Z 10 � 0 O C. R. F. A. C A L C U AT I O N S REDLINES 7. ALL PLATE HEIGHTS ARE ABOVE TOP OF Design Review / GYPCRETE UNLESS OTHERWISE NOTED. Staff A p p r o v a l T 1 R D L E V E L F L O O R P L A N By Joe Batcheller at 3:28 pm, Jun 26, 2013 TOWN OF VAIL A2.3 , 3,110 S.F. SCALE: 1/4" = Y -0" NORTH 16,4, Scott S. Turnipseed, AIA aThi€eeture I cvnstnuc]ien I interiar(leigrn Q c) Q Z 10 � O � : c� � O w � � O O v� �; CN ce) r- w O w o, U r N 015 L } C -- O 01 O U c'? ap w O N cy� U N v> O o, ~o Q N U } Q � � U M IL O �- J U cn Q Q Q Q c) Q Z zo IL w � : c� � O w � � x O O ce) r- w cv > r~ ® O a a w cn w >z Z ~o Q N > A8,93 THIRD LEVEL FLOOR PLAN c) Q Z IL Q : 00 O 00 O ce) r- cn Z Q IL J Q Q Q m ; v 0 N 0 / N 17-6" 13' -1%2' / 1 / .l / A4.3 4' -4/" / / 1 2 / A4.2 A4.2 / 108' -0'' / / — — — — — — 3' -0" 16-0" 16-0" / 16-0" ETAL GUARD RAIL LOG NEWEL POST / 3 F- --/ - ------ / A4.1 / STONE VENEER COLUM BASE /L_ �______ ________ _ __ / 2 W/ STONE CAP o / DECK A4.1 -- — -- - - - - -- - -� STON - SNOWMELTE I — —LOG COLUMN — I I �-� �� - - -- - - -- I N 00 �L -� / I - - - - - - -0E - -- - -- I I / STONE - SNOWMIELTED T.O. STONE 2' -0" 13' -0" I 00 54' -0" EL: 8146-2" 6-6" 6-6" 2' -0" 3' -0" 14' -0" 12' -0" I 14' -0" T.O. STONE EL: 8145-9" I /% I I T.O. STONE I I EL: 8146-2" T.O. 8142'-8" • / T.O. STONE I eds,_ , STONE . HOT TU i •• • I1I� /� 1,0111 L 14eKz�� M O/At A I It i , , ,,4,lA WAR ot4d§4$ ,- fjjj�. or WON Apo I I I I I I A/C I I UNIT I I I I I I Rms A4.3 16-2" - 1- 0 N I IE lm- Lu � •-. • r.�yr�nte�i - a G'�f• LO CHASE FOR EXHAUST FAN OUTLETS AN \ STONE VENEER COLUMN co o SE ME HANICA SHEETS �°' W /STONE CAP ° - _ - T LEPH NE, CA LE, ETC. \ STONE VENEEER WALL \ -I °' X0 0 ELECTRIC L METER & MAIN DI CONNECT C 2 I ELECTRIC OSURE 2 A4.3 = RE--- D E \ A4.3 6 TR CLOSURE = o NQ RE E D INTO STRUCTURE o N I N \ I I I C \ \ I I I N \ N tk4.1 co - - - -- - - -I I I L - - - - -- - - \ 1 - - - -- - - -� I I GAS METER o _o \ LOG BEAM 3, SEE STRUCTURALS --------- - - - - -- \ — — — — — — — — — — — — — — — 1I I I I I — — — — — — — \-ED 3E OF DECK ABOVE I I I I I CANTILEVER \ CANTI LEVER ABOVE A4. I I ABOVE I I I I 5' -9%2' 5Y2 2,_6, 2,-6„ 1 5� -9 ,V2 6'- 6f4" 5' -63/4 — — 6' -1%2' 4' -7%2' 2' 8%2' 4' -9 1' 2" 10' -0" 1 -8, 10' 0" V-2" 2' -3" 13' -11" 17' -6" 12' -8" 17' -7 — 10' -9" 7-6" 24' -0" / 2 LOG BRACKETS ND SKIRT ROOF / \ 2 A4.1 A4.2 ABOVE GARAGE OORS, SEE ELEVATIONS / \ HATCHING BOUNDARY OF / EXTERIOR WALLS COMMON UN- HATCHED B N ARY OF \ TO ALL THREE FLOORS CANTILEVER AT V L THREE \ TO OUTSIDE OF SHEATHING TO OUTSIDE OF S THING / UN- HATCHED BOUNDARY OF FLOOR AREA = 3,083 S.F. FLOOR AREA = 1 F. / \ CANTILEVER AT LEVEL THREE 0 1 P" L A N N O T E S. \ TO OUTSIDE OF SHEATHING CL CHANGES TO APPROVED / \ FLOOR AREA = 15 S.F. = PLANS 18 JUN 13 CHANGES O PPROV PLANS 18 UN 13 / l . ALL DIMENSIONS ARE FROM FACE OF FRAMING \ 1 SITE COVERAGE CALCULATIONS: / \ CHANGES TO APPROVED / 2. SEE DOOR AND WINDOW SCHEDULES FOR ROUGH OPENING SIZES. PLANS 18 JUN 13 \ 3 FLOOR AREA COMMON TO ALL FLOORS 3,083 S.F. \ A4.1 CANTILEVERS AT LEVEL THREE 27 S.F. 3. SEE STRUCTURAL DRAWINGS FOR TOTAL SITE COVERAGE 3,1 1 0 S.F. BEARING WALL AND STUD COLUMN LOCATIONS. / 4. ALL EXTERIOR WALLS ARE 2x6 STUDS TOTAL ALLOWABLE SITE COVERAGE 3,110 S.F / AT 16" O.0 UNLESS OTHERWISE NOTED. \ (15,550 x 20% = 3,110 S.F.) \ / 5. ALL INTERIOR WALLS ARE 2x4 STUDS / AT 16" O.C. UNLESS OTHERWISE NOTED. \ 1 / 6. ALL POCKET DOOR WALLS ARE 2x6 STUDS. \ CHANGES TO APPROVED SITE C Q-�E R A G E C A L C U L T I O N S PLANS 18 JUN 13 7. ALL PLATE HEIGHTS ARE ABOVE TOP OF GYPCRETE UNLESS OTHERWISE NOTED. Design Review � \ Staff Approval , SECOND LEVEL FL ©OR PLAN \ By Joe Batcheller at 3:28 pm, Jun 26, 2013 TOWN OF VA + L ! A2.2 FINISHED 2,308 S.F. SCALE: 1/4" = Y -0" \ GARAGE 775 S.F. NORTH Scott S. 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