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HomeMy WebLinkAboutB13-0192 PLANS.pdf625 FOREST ROAD -NAIL, COLORADO Iffffiw% 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 Read 154 Glenwood Springs, CO 81601 970- 945 -7988 p 970- 926 -8454 f hpgeo @hpgeotech.com CIVIL ENGINEER: Peak Land Consultants, Inc. John Fee 1000 Lions Ridge Loop, Suite D Vail, Colorado 81657 970- 476 -8644 p john @peakland.net INDEX CS.1 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 & TRUSS PROFILES A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS A4.1 BUILDING SECTIONS A4.2 BUILDING SECTIONS A4.3 BUILDING SECTIONS A6.1 EXTERIOR DETAILS L1.1 LANDSCAPE PLAN TOPOGRAPHIC SURVEY E1.1 FIRST LEVEL ELECTRICAL PLAN E1.2 SECOND LEVEL ELECTRICAL PLAN E1.3 THIRD LEVEL ELECTRICAL PLAN PROJECT INFORMATION CODE INFORMATION: Zoning: (PS) Residential, Two Family Primary /Secondary M1.1 FIRST LEVEL MECH. / GAS PIPING PLAN M1.2 SECOND LEVEL MECH. /GAS PIPING PLAN Occupancy Group: Miixed R -3 / Ul M1.3 THIRD LEVEL MECH. GAS PIPING PLAN S1.1 FOUNDATION PLAN S1.2 FIRST LEVEL FRAMING PLAN S1.3 SECOND LEVEL FRAMING PLAN Sl A THIRD LEVEL FRAMING PLAN S1.5 ROOF FRAMING PLAN S1.6 TRUSS DIAGRAMS S2.1 STRUCTURAL NOTES & DETAILS S2.2 STRUCTURAL DETAILS S2.3 STRUCTURAL DETAILS S2.4 STRUCTURAL DETAILS S2.5 STRUCTURAL DETAILS Construction Type: New, V Non -Rated Number of Stories: Two Plus Walk -cut Basement Builging Height: 33' -0" Max. Above Existing Grade Setbacks: 20 Feet Front, 15 Feet Side and Rear Lot Area: .357 Acres (15,550 S.F.) Site Coverage: 200 x 15,550 = 3,1 10 S.F. Allowable Parking: 5 Spaces Required (more than 5,500 s.f.) G. R. F.A.: 4,600 (.46 x 10,000) Design Review Staff Approval TOWN By Joe Batcheller at 11 :02 am, Jun 27, 2013 OF 1,900 (.38 x 5,000) 71 (.13 x 550) 6,571 Allowable G.R.F.A. RECEIVED By David Rhoades at 11 :05 am, May 30, 2013 PROJECT LOCATION: 625 Forest Read Vail Village Filing 6, Block 2, Lot 2 Vail, Colorado FLOOR AREAS CALCULATIONS: First Level 3,083 Second Level 2,308 Third Level 3,110 Total 8,501 Sub -Grade Credit -63% -1,943 G.R.F.A. Actual S.F. 6,558 G.R.F.A. Allowed S.F. 6,571 NG Garage 777 SITE DEVELOPMENT CALCULATIONS: W 0 0 pal H W CIO I NCO Lot Area: .357 Acres (15,550 S.F.) Site Coverage: (200 of Site) 3,110 S.F. Landscape: (61% of Site) 9,485 S.F. Total Disturbance: (.357 Acres) 15,550 (1000) Cl Scott S. Turnipseed, AIA architect LIT I construction I otoordesg{i Q M Q � z O mss. v 00 O �170 W O O Q � -0 o O U p v� «0 � w � U � o M � O w 0, � U } Cv 06 L N O CD O U M cO fL� N M } N L O � . C/1 U o w - U Q U -t- (y) 0 r I--I M v z O Q � W «0 � w � U x O M O � � w J O a w w >z N CS01 COVER SHEET M Q � W «0 � M � J CO Q:� c- 0 D N .N CS01 COVER SHEET i \ \ \ \ 41xz \ EXISTING TYP. GRADE \ TO REMAIN, TYP. PROPOSED GR�E, oe \ EXISTIN (GRADE TO BE'MODIFIED, Xp*** 8138 SILT FENCE ACTS AS LIMITS OF P6TURBANCE co / / ^ / \ / ° j / // O5 O / DRAINAGE 8136 0 FLCV LINE, TYP. / / L / �L m 8/37 / — 8T�75X SEWER MANHOLE / RIM ELEV. = 8131.4/ / // / INV ELEV. = 8121.2' �/ / / / / 8138 X / I / / \ SEWER LINE PER / / ' �/ 8138.5 A SECTION 7p 1 \ / loo, / IBC ��ft / 8136 T.O. SLAB @ FIRS 7 / T.O. SUBFLOOR ai� ��IbV / / / / / / // T.O. SUBFLOOR/ CTV PEDESTAL B I f�� � loo, ELECTRICAL METER UND SLAB DRAINS TO�AYLIGHT 1�.✓ Et O / EL lo, / 8134 / / /EXISTING RO / / /I �� � I /� / / 8136 — �00 \ I T. 1 �I / / \ 3FLOOR @ SFCOND LE L: 814 .00 LU 8134 / \ T. FLOOR 3 V L: 815 .00' N \ oil / 8136 Iw 1 I 171 \ \ 8138 \ \ \ I I — 8144 T — / co �`\ 1 \ 8138 9Q\ 8140 8142 �\ M) \ / \ 8140 \ CO I 3280 8142 RED SANDSTONE VALLEY \ \ 1 I SNOW TOR I \ CO I I \ I I I \\ SILT FENCE A TS AS LIMITS OF DIS URBANCE 8146 \ I \ 814\ I\ \ 8148 Z \ \ \ \ �♦ co Cb CO cb 1 �1 FLOWLINE FOR EXISTING STONE LINED SWALE Q, CO �XISTING CULVERT OUTLET 8150 / W/ STONE BULKHEAD T.O.W. 8151 �B.O.W.8147.33 ` Cb \ 00, \ _ _ \ ♦ _ 0 'ECTRICAL L� 00. SILT FENCE ACTS S -` , LIMITS OF DISTURfANCE �o Cb T.C.W. 8151 \ EXISTING 18" CULVERT B.O.VY \ 147 819 ` j/ . FOREST ROAD (50' R.O.W.) BOULDER RE�AINING WALL 3' -0" HIGH MAX. WITHIN FRONT SETBACK 4' -0" HIGH MA�. ALL OTHER LOCATIONS E OF PAVEMENT \ I � No MELTED DRIVEWAY ITHIN RIGHT-OF-WAY ON SEPERATE ZONE MARKED R.O \. AT CONTROL BOX CONCRETE PAN\ 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 AR .� / -Q 0 'EXISTING CURB AND GUTTER EXISTING DRAINAGE INLET GRATE TO CULVERT ,,TELEPHONE PEDESTAL EXTENTS OF EXISTING CURB AND GUTTER WATER VALVE\ RAINAGE FLOW LINE ✓ CURB AND GUTTER TOWN OF VAIL SITE ICAL TRANFORMER Design Review Staff Approval By Joe Batcheller at 11:02 am, Jun 27, 2013 GRADING PLAN SCALE: 1" = 10' -0" D Scott S. Turnipseed, AIA and l Oddre I construction I inteflaftigo Q Q IL 00 Q O � � o � O U c°�, N CN M O OF, C O LU 0` U r N 05 L } a O O U cn c'? 06 � N } N M U ci O 0- vi o C) N U � � � U C� L � O r m U V) Al 1 SITE PLAN IL W Q w � 00 O O M W �—+ > ® O a w J O w >z v I Q C) N > m Al 1 SITE PLAN IL Q 00 O O M J m C� L � m � m W CL N N N Al 1 SITE PLAN \ GYPCRETE UNLESS OTHERWISE NOTED. FIRSJ�LEVEL FLOOR PLAN A2.1 FINISHED ,083 S.F. SCALE: 1/4" = Y 0" LESS,6 % -1,943 S.F. NORTH CyR.F.A. 1,140 S.F. Scott S. Turnipseed, AIA arch Oddre I construction I inteilorc? sgo Q 10 � Q O � :E c� � O w � � O O v� ; O M co O w o, U r N 05 L } C a a O 01 O U cn M ap O N CN cv� Q U N v> O o, ~o N U Q � � U 4— L M O m U V) Q zo IL Q w � :E c� � O w � � x O O M w cv > E~ ® O a a w J Q Q ~o N > A201 FIRST LEVEL FLOOR PLAN IL Q Q :E co O O M J Q Q L � m ~ ry m W !Y � 0 N N A201 FIRST LEVEL FLOOR PLAN v 0 N 0 ih / N / � / v ,n r> o v 0 2 A4.3 a N \ CV CV I / 1 2 / A4.2 A4.2 / 108' -0'' / T.O. STONE \ / EL: 8142' -8" — — — — — — — — — — — — — — — — — — — — — 3' -0" 16-0" 16' -0" / 16-0" 16-0" 2'- 6' -0" ETAL GUARD RAIL \ LOG NEWEL POST DIN 4 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 -- — -- - - - - -- - -� I I STON - SNOWMELTE LOG COLUMN I I T.O. STONE I I \ \ \ \ L: 8145' -0'' HOT T U B (-7 —I - - - - -- - -- - -- i Z 8'x8'TOP FLUSH W /PATIO I I i\ \\ w ° 1 11 1 �\ \ F\ / I I I T.O. STONE I I \ 17' -6" 2' -0" 13' -0" STONE SNOWM LTED 00 54' -0" EL: 8146'-2" 3' -6' \ 18' -0" 13' -1%2' 4' -4 /, 6-6" 6' -6" 2' -0" 3' -0" 14' -0" 12' -0" I 14' -0" -1 V2' - 2 10' -5%, T.O. STONE I \ EL: 8145'-9" I z /A\ /% I I /A\ I I / (3) 3080 FRENCH SLIDING I // \\ // T.O. STONE I I III I o EL: 8146' -2.. N / — — — — — — — — — — --- - - - - -- 14'-0" CLAD BI-FOLD YRRR 14'-0" CLAD BI-FOLD L LZ —F— A/C I \ I — — — — — — — — — — — — — — — — — UNIT FAMILY ROOM I WINE 1 1 I I 0 / I I I I 38' -6° x 22' -0° I I I UE M MECHAN CAL I / 2'�6" I I I 10' -0 "CLG. I I 1 O Al F ST LEVEL HRU I I \ / — — A GE ALL BELO DEC A/C — OTIN - -- - - - -- ------ - - - - -- - - - - - -- 1 EE C NICALSHEE M UNIT ---- - - - - -- - - - - -- - ---- - - - - -- - - - - -- - -- - - - -- - - - -� ----- - - - - -- -- T II I 12' -I'2' l 011 I 1 1 B E D R O M 2 MASON LITE MODEL MGFP 49 1 1 I I I I 1\ MODULAR MASONRY FIREPLACE I I / 16'-0" >0- ' -3" W/ GAS LOG SET, 10" B -VENT I I 9'-6"E.G. TO CHIMNEY ABOVE A�N / — — — — — — III FLAT PANEL T.V. R CESSE I I A4.3 — — — — - - - - - - - - - -- - I I I INTO CHIMNEY AB VEMANTEL I I �) IIII I Eff:1-1 �JIII - - - -- -- -- - -� r- '�� SEE FIREPLACE DESIGN DRAWI GS — �` - -- -- - - - - -- ,i FOR SU R LIND, HEARTH, MA TEL, BATH 2 DETAILS A I 17-2" x 10' -0" X68 — — — — — — 0 — I _ I I — — — — — — — — — — 9' -6" CLG. LINEN — — — — — — — — \ ---------- - - - - -� ---------- - - - - -- I I i r -- 2680 b `b boo =N T.O. GYPCRETE I I _ 3' "�[ j I I I EL: 8146' -6" 1 I i G 5' -1 ^± 5' -3/2' S/2' I I 10 11' 5" 20' 1" 5/2 4' -11" - - 11.k .1. C L o. -- ti o -8' -8'' 9' -6" - I I - I I - - - -- - -- - <-11-1 I I 1 x 6'� — — — — — — — v — CtG. CLG. z — M 0-4 IVA 11' I-I ES IN SE1 Iu ,' 1 5Y2 U J I d ON--- 'Mill '0' d 0 TRUNK LINES IN nt " , 1W1 WL C 1 0 DROPPED CLG. ABOVE MIMI!, V E S T I B U I �L WFWAVINE-Mme •• - C'4 10'-9" x 8'-0' 01 0 9'-6" CLG. E 1 00 1 8'-8" CLG. I I r,m- I I I � _ • \� 7-6" 24' -0" I 11 1 I I I r - -- - Q rt -- 11 BAR I � c� I I O 4.1 \ o - -- - - -- 4 II 1 9'- O'lCLG. I I I 1 OF' .— C O w o, U II 1 I I }N^`` C I I THIC N ED WA L FOR D cn M 00 w I CN Cy) U a� ci WIR ABLE CHASE Q a N U � tb U FR LECTRICAL CLOS — — — — �- — — I J E ELE 1 I tY — I II I CL FORCE IRIS DUCTW RS F OM FIRST LEVEL 17-2" x 10' -0" X68 — — — — — — 0 — I _ I I — — — — — — — — — — 9' -6" CLG. LINEN — — — — — — — — \ ---------- - - - - -� ---------- - - - - -- I I i r -- 2680 b `b boo =N T.O. GYPCRETE I I _ 3' "�[ j I I I EL: 8146' -6" 1 I i G 5' -1 ^± 5' -3/2' S/2' I I 10 11' 5" 20' 1" 5/2 4' -11" - - 11.k .1. C L o. -- ti o -8' -8'' 9' -6" - I I - I I - - - -- - -- - <-11-1 I I 1 x 6'� — — — — — — — v — CtG. CLG. z — M 0-4 IVA 11' I-I ES IN SE1 Iu ,' 1 5Y2 U J I d ON--- 'Mill '0' d 0 TRUNK LINES IN nt " , 1W1 WL C 1 0 DROPPED CLG. ABOVE MIMI!, V E S T I B U I �L WFWAVINE-Mme •• - C'4 10'-9" x 8'-0' 01 0 9'-6" CLG. E 1 00 1 8'-8" CLG. I I r,m- I I I � _ • \� IIIIIIIII!7 • .• .. -_ i i �II — — — — — — — — — — — — — — — — — — — o 10'x8' 0. H. DOOR I I I I _ LOG BEAM ,SEE STRUCTURALS - - — — — — --- — — — — — — — — — — — — — — — — — — L — — — — — — — — ED E OF DECK ABOVE — CANTILE ER ABOVE — — — — — — — A4.2 I I I J L 5' -9%2 5%2' 2' -6" 2' -6" /N16'' 5' -9%2' 6-4.. 04'5-63 /a ' — — 6-1%2' 4' -7%2' 2' -8%2' 4' -9%, 1' -2" 10' -0" 1'-8' 17-6" 12' -8" 17'- 2 \ A4.1 10' -9" 7-6" 24' -0" A4 v IL 00 Q N � c� x O 4.1 \ IIIIIIIII!7 • .• .. -_ i i �II — — — — — — — — — — — — — — — — — — — o 10'x8' 0. H. DOOR I I I I _ LOG BEAM ,SEE STRUCTURALS - - — — — — --- — — — — — — — — — — — — — — — — — — L — — — — — — — — ED E OF DECK ABOVE — CANTILE ER ABOVE — — — — — — — A4.2 I I I J L 5' -9%2 5%2' 2' -6" 2' -6" /N16'' 5' -9%2' 6-4.. 04'5-63 /a ' — — 6-1%2' 4' -7%2' 2' -8%2' 4' -9%, 1' -2" 10' -0" 1'-8' 17-6" 12' -8" 17'- 2 \ A4.1 10' -9" 7-6" 24' -0" A4 0 I I I I ] I I A/C I I ] UNIT I I I I I I -- - -� —A= /I 1 A4.3 16' 2" \ o El 4' -6 , o CHASE FOR EXHAUST FAN OUTLETS -0 1 -b 2 -0 AN SE ME HANICA SHEETS T LEPH NE, CA LE, ETC. ELECTRIC L METER & MAIN DI CONNECT I EL CTRICA OSURE RE ES D E LO II I 1 1 TR S CLOSURE RE ES D INTO STRUCTURE o II I I I II 3 C A G A R A I I TRASH I I 3' -0" x 5' -4" 5/8" TYPE X" YP OAK COMM N ALLS BETWEEN GA G AND D LLI AND ON ENTI EILING (ONE O R FIRER E AT G AGE - RESI EN E, AT GARAGE SIDE) GAS METER TA & TE TURE GYP. BD. d ON LA SLA FLO AINS 4' -b" T.O. SLAB - - - - -- 10'x8' O.H. DOOR EL: 8146' -10" ° — — — — — — — — — — — — — — — I I I I CANTILEVER ABOVE I I L 10' -01, 1 -2 2' -3" 13' -1 1 " 11-101, Ir LOG BRACKETS AND SKIRT ROOF 2 ABOVE GARAGE DOORS, SEE ELEVATIONS 0 STONE VENEER COLUMN STONE VENEEER WALL I? W/ STONE CAP 2 \ N, A4.3 - o v IL 00 Q N � c� x O Q) U o 0 N CN M O OF' .— C O w o, U r 05 ® }N^`` C } O 01 \ O U D cn M 00 w I CN Cy) U a� ci O O, Q a N U � tb U C� L � \ �- m U V) tY CO CL o \ / / / / /'FLAN NOTES: / 1. ALL DIMENSIONS ARE FROM FACE OF FRAMING / / 2. SEE DOOR AND WINDOW SCHEDULES FOR ROUGH OPENING SIZES. 3 A4.1 3. SEE STRUCTURAL DRAWINGS FOR BEARING WALL AND STUD COLUMN LOCATIONS. / 4. ALL EXTERIOR WALLS ARE 2x6 STUDS Design Review / AT 16" O.0 UNLESS OTHERWISE NOTED. Staff Approval / 5. ALL INTERIOR WALLS ARE 2x4 STUDS / TOWN OF U IL � By Joe Batcheller at 11:02 am, Jun 27, 2013 AT 16" O.C. UNLESS OTHERWISE NOTED. / 6. ALL POCKET DOOR WALLS ARE 2x6 STUDS. / 7. ALL PLATE HEIGHTS ARE ABOVE TOP OF GYPCRETE UNLESS OTHERWISE NOTED. S,E /C0ND LEVEL FL ©OR PLAN A2.2 FINISHED 2,308 S.F. SCALE: 114" – 1' -0" GARAGE 777 S.F. NORTH Scott S. Turnipseed, AIA and l Oddre I comtruct on I i0fiorclUSgo A202 SECOND LEVEL FLOOR PLAN IL 00 Q O � c� x O Q) U o 0 N CN M O OF' .— C O w o, U r 05 ® }N^`` C } O 01 O U D cn M 00 w (D CN Cy) U a� ci O O, Q O N U � tb U C� L � O �- m U V) A202 SECOND LEVEL FLOOR PLAN IL � Q w � c� x O Q) U x O U O M wl � Cpl ® O a w J O w >z Q O N > tb A202 SECOND LEVEL FLOOR PLAN IL Q Q Q) co O O M J tb C� L � m � tY CO CL N .N A202 SECOND LEVEL FLOOR PLAN / / / 2 4.3 P.� 0 v C o O N CID N 8' -5%2' 17-6" 3& 4' -4%2' 4' -4'/2' 2' -0'' 6' / / A4.1 13' -0" / / / / 13' -6" / / / / / / 3 A4.1 \ \ 1 2 A4.2 A4.2 108' -0" 7-0" 28' -0" 0 DECK NE - SNOWMELTED TIT JJA 2' -0'' \ 13' -0" 3' -6" 111 IL 14' -0" CLAD BI -FOLD YRRR 14' -0" CLAD BI -FOLD LLLZ 10' -6" CLAD BI -FOLD ZRR T T — — — — — F— — — — — —1— — — — — 7-1 — — — — T T — — — — — — — — — — — — — — — — — — — — — m \ / I MAS1 ER BEDROOM I I I I I I I I I I I I I I I \ 16-0" x 16-10" `' / I COFFERED CLG. @ 12' -0" & 10' -6" I I I 10 I I I I I I I I I I I I I I I I I I I I I � HIGH INDOWS SEE EL NATIONS / II / II II S E -F- R E DETAIL EP- LAD E-B RROJIND, , AND DIMEN SEE MECHANICAL SHEET M1. 0 D FLAT PANEL RS ED E IRON GUARD RAIL TER AP INTO CHIM 10' -6' 12' -0" HEAT N GL CL J. CLG. — DIRECT VEN -7S E7cLE� U1d1 26 I I DRAaAHNSS IONSAns.NZFL �I I I I V I NI I o IO I I I I o I 1 - - - -- -- -- - - - - -- II II I I I I I I I I I N V. RECESSED III Q —O MAS N L ++TE MODEL MFP -63I O I I DINING I U I EY ABOVE MANTEL I MOE�L 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 CIHIMIfIEY ABOVE I I I I I I I GAS FIREPLACE I COMBUSTION AIR INTAKE I I VENT THROUGH WALL 12' -0" I 0' -6" �� I —T 1— I r 1 I T- - — c I �I I� � I SEEI FIREpLA E DESIGN DR+WINGS I I I I I N I FO SURROUND, HEARTH, P�IAN EL, I I I I I 3' " 4' -7" 6' -4 2' -0" ® DERAILS AND DIMENSIONS I I I I I "' N �U -- __ —__ — - -_— - -- — ® I I I I I I I No I - -- - -- -- I I I I I I I I I I CHASE F R FLUE ENTS CO CO SEE MECHANICAL SHEET M1. 0 D STONE STA SNOWMEL DECORATI IRON GRAB STONE PILA W/ STONE RS ED E IRON GUARD RAIL TER AP 10 o N HEARTH R / 0 2' -3" D CHASE F R FLUE ENTS CO CO SEE MECHANICAL SHEET M1. 0 / STONE STA SNOWMEL DECORATI IRON GRAB STONE PILA W/ STONE RS ED E IRON GUARD RAIL TER AP 10 o N HEARTH R / 0 2' -3" D O � 17-0" x 21' -6' O 18' -0" O11 FLAT CLG. @ 1 ' -4" co O U r O cC'? — — — — — — - - -c -5�1 �; PLANz0TES: CO o / O w 1. XLL DIMENSIONS ARE FROM FACE OF FRAMING U U / 05 L } C / 2. SEE DOOR AND WINDOW SCHEDULES O U / o w \ / 3. \ o / N ci 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 'O 'O I I I I I I I I I I SE IREPLA DE DRA NGS - o � 26so 3' -0° N N GREAT ROOM , — — — — MASTER BATH _ I I gIREE LAC O FA EET M .3 I I I 34' 0" x 21' -6" I I I I F D DIME I W. '' c L 7 I I 16' -8" x 19' -0" I I I I IVAULTED CLG. I I I I I I T.O. GYPCRETE I 8' -0" x 13' -7" � -� � 3090 COFFERED CLG. EL: 8157' -0" I I � I I I I I I I I I I FRENCH 9'-6'' _ \ @ 9' -6" & 10' -6" I� o 1 o N 10' -6 "CLG. r> I I I T.O. GYPCRETE I I I I I I I I I I � I I I I I I EL: 8158' -0" I I I I I I I I I I 5 -b/2 5'7" 6/2 3/2 4' -0" 4' -4" —I I -- — �J - - - -- L -1 - - - - -L L---- J —L - - -- —I - -- --L -------------------------- o -� 0 - -- -- — 3�2" 4' -0" 7 RE DS 11.5" 6' -1 2' — — —7TY 3�2 5' -10" 4' 7%2' S%2' 8' 0%2' S%2' 2' -6" — — —I — — — — — — = ---- - - - - -- P O ESSIONA STYLE I = _ 26 PKT. ° I I F O IYAIIE61R I I J o I I I RAN6E W/ HOOD SEE I 2680 PKT. — \ I I-- 7' -�x L—' -- I m I t�IEC ANICAL�ki ELI I - - -- I I - - -, ERE o O I —� r == - - - - -- - -� ►- - - -- - - - -I — o W o I I 412 I I 4:12 I ° � ° I N00KLAUNDRIY D I O I 52' � I I 3' -0 8' -0" x -0" I I 2680 PKT. I I I I I " x 1 1' -0" 5' I D 91-6" CLG. I I ? -- - - - -- o —II Z I r -- 1+ - -+i -- 1 9'-6" CLG. I 4:1 I I I = I of o I o f ^ E L E V. I IP A N T R I I —I —� r -- I-- +� - - -- - -� r - - -- - - - -I — D I I DN. I o o W E R ° I I-- - - - - -- I r> r> I �, 8' -0" x 15' -2' I I I 10'4' I 12' -6" I 12' -6" I 1 b' -6" — — — 5-4" x 7 3' I I - -- — - - - -- r - - - -I 1 - -- I I I CI- CLG. CLG LG. __ I I STUDY I = I I — \ I I I I 11'9 "x13'0" I N I I L_L �_� —� r -- L--- 1�et�i4r - -� r - - - -- - - -- - - -- VAL LTED CLG. ~ I I I I = I I SEE WM O S CABINET DRAWINGS 23' -0" x 17' -6" 3 I I 3 1' -0'.I I FOR KITCHgN L YOUT & DIMENSIONS COFFERED CLG. — — —I 4' 11)/4" 3' -5 /4 I I 2 -2 /4' b' -8 /a I @ 10' -6" & 12' 4" 4'-6" r 1 - -- 1- - - -- I 17'-4''1 I M I--------- - - - - -- I I— — \ A4.1 I L 8' S" 1 ' 10" 7' -4" 1 -10" 8' -1 1 - - -- " — — — — — — — — — — — — — 1'-61' 1 ' -0" 1, 16'-0"1 1 ' -0" 1, 1 ' -6" L \ I I I I 48" REF. I D.W. I — \ l I I I o I I �I oao I J -- --- - -- — �o DN 18R — BtNCHi r N ---- - -- o NO 4' -5%2' 17-6" 4' -3%2 4' -5%2 1' -7" 9' -\ 12' -8" 21 I o A4. 1 -7" 8' -5" 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 OWN . �� I By Joe Batchellerat 11:02 am, Jun 27, 2013 5-6" \ \ 10' -8" 0 M 1 \ 4.3 \ \ \ MII� FT \ O \ \ DECK Q STONE - SNOWMELTED �F— —1 CV I FT IF 7 CO[ ve % 3 C' 2 A4.3 Ilk 19 CO CO 0 / STONE STA SNOWMEL DECORATI IRON GRAB STONE PILA W/ STONE RS ED E IRON GUARD RAIL TER AP 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 OWN . �� I By Joe Batchellerat 11:02 am, Jun 27, 2013 5-6" \ \ 10' -8" 0 M 1 \ 4.3 \ \ \ MII� FT \ O \ \ DECK Q STONE - SNOWMELTED �F— —1 CV I FT IF 7 CO[ ve % 3 C' 2 A4.3 Ilk 19 Scott S. Turnipseed, AIA archit�ture cx�nstructl�n � inte�iorc>�s�g�� CO CO / 10 / � 2' -3" 13' -1 1 O � ::E 18' -0" O11 / co O U r O cC'? / .0 4- �; PLANz0TES: CO / O w 1. XLL DIMENSIONS ARE FROM FACE OF FRAMING U / 05 L } C / 2. SEE DOOR AND WINDOW SCHEDULES O U / FOR ROUGH OPENING SIZES. w O / 3. \ o / N ci BEARING WALL AND STUD COLUMN LOCATIONS. / 4. ALL EXTERIOR WALLS ARE 2x6 STUDS Scott S. Turnipseed, AIA archit�ture cx�nstructl�n � inte�iorc>�s�g�� CO CO / 10 / � 2' -3" 13' -1 1 O � ::E 18' -0" O11 / co O U r O cC'? / .0 4- �; PLANz0TES: CO / O w 1. XLL DIMENSIONS ARE FROM FACE OF FRAMING U / 05 L } C / 2. SEE DOOR AND WINDOW SCHEDULES O U / FOR ROUGH OPENING SIZES. w O / 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. ALL INTERIOR WALLS ARE 2x4 STUDS O �- 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. TJ+1RD LEVEL FLOOR PLAN SCALE: 1/4 "= 1' -0" 3,110 S.F. NORTH Scott S. Turnipseed, AIA archit�ture cx�nstructl�n � inte�iorc>�s�g�� A2.3 THIRD LEVEL FLOOR PLAN CO CO 10 � � Q O � ::E c� O11 Q) co O U r O cC'? .0 4- �; CN CO .— O w o, U r N 05 L } C -- O O U CY) ap w O N cY� U N ci O 0- N U � � � U O �- m U A2.3 THIRD LEVEL FLOOR PLAN CO CO � Q w � ::E c� O11 Q) co O O CO 4- > ® O a w J w >z N > A2.3 THIRD LEVEL FLOOR PLAN CO CO Q ::E Q) co O O CO 4- J m � CO � CL 0 N N .N A2.3 THIRD LEVEL FLOOR PLAN 3' -0" 20' -0'' 6-0" TRUSS "A2" 5j Q TRUSS "A" �5 :�o Ln 12' -0'' 4' -0" P 3' -0" 17-0" N �i N A 5%2 ' 1 %2' � 12 � 14 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" 12' -1 " 2' -5%2 TRUSS "B2" FLAT BOTTOM CHORD 4 L— EL: 1 10' -0 %6' - - - - - -- 8' -7" EL: 109'- 5%2 TRUSS "C2" FLAT BOTTOM CHORD INTERLOCKING SHINGLES COLOR: WEATHERED COPPER ALL FLASHING TO MATCH ROOF 10' -0" 3' -6" EE DETAIL 19 / S2.5 N 12 `- -14 1%2' 3' -0" 11 1 1 V-6" 11 1 1 ' -6" 11 8' -6" 11 8' -6' 12 41— �' n" s 1-). TRUSS "Y 23' -0" , --' ' "`" """ 1-1 -' IRUJJCJ / 1/4 rum LXb UU ILUUNEK3 12 —14 TRUSS "E" �1 EL: 112' 4" EL: 112' 4" Design Review krStaff Approval TOWN OF VAIL By Joe Batchellerat 11:02 am, Jun 27, 2013 0 N 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 g�l4 4L— EL: 112' 12 12 5%Y 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" u> NORTH Scott S. Turnipseed, AIA architecture I construction I inteflorc? sgo A204 ROOF PLAN TRUSS PROFILES zo 00 O Q w � c� o O t/) CN Q U x ° •— C O W o, U r N � L } C -- O 01 O U cn M ap r~ N CN cY? N O Vi o U Q � � U M O m U V) A204 ROOF PLAN TRUSS PROFILES zo Q Q w � c� O O O CO U x w cv > J r~ a ~o m A204 ROOF PLAN TRUSS PROFILES Q Q 00 O O CO J m � m w CL N A204 ROOF PLAN TRUSS PROFILES L9 L9 o� T.O. PLATE @ STUDY T.O. PLATE @ MASTER BATH T.O. GYPCRETE @ THIRD LEVEL EL: 8157'-0" T.O. GYPCRETE @ SECOND LEVEL EL: 8146-0" T.O. SLAB @ FIRST LEVEL 12 5� DECORATIVE LOG TRUSS EL: 8171'-9" H R. H R.' @ .0.. 0 11 " MOSSROCK" No killl 00 O on TRIM & CORNER BOARDS: son LOG COLUMNS, BEAMS, ETC.: MESSMERS "COLORADO BROWN" IN SIERRA PACIFIC "BLACK'' tli PAINTED METAL TILE "WEATHERED COPPER" IN METAL TO MATCH ROOF COLOR In TO MATCH ROOF COLOR it IN 'Lill, c� n 1 2x12 HEWN PLANK SIDING 3x14 R.S. WOOD CORNER BOARD EL: 8175' -3" ok EL: 8172' -6" lqu J ■■EINE on " MOSSROCK" No No 00 O on TRIM & CORNER BOARDS: son LOG COLUMNS, BEAMS, ETC.: MESSMERS "COLORADO BROWN" IN SIERRA PACIFIC "BLACK'' tli PAINTED METAL TILE "WEATHERED COPPER" IN METAL TO MATCH ROOF COLOR 3 PIPE SNOW GUARDS: TO MATCH ROOF COLOR it �J METAL TOP AND BOTTOM RAILS c� n 1 O A " MOSSROCK" HEWN PLANK SIDING: No 00 O oil 11 oil TRIM & CORNER BOARDS: son LOG COLUMNS, BEAMS, ETC.: MESSMERS "COLORADO BROWN" IN SIERRA PACIFIC "BLACK'' tli PAINTED METAL TILE "WEATHERED COPPER" III 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 3x6 R.S. WOOD VERTICAL TRIM 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 4' -10 "± 1 ' -0 2' -10 "± l ' -0" INTERLOCKING METAL SHINGLES —6x10 R.S. WOOD LINTEL 3" THICK STONE SILL MOSSROCK STONE VENEER NT. H R. @ 0" fit: =�� � ■I �. i ►%' �•�r. -,_,I I,___. IIIIIIII :0 MOUNT WALL \–EXISTING GRADE •. (IDA APPROVED) FRONT MOSSROCK STONE CHIMNEY W/ STONE CAP, SEE DETAIL A6.1 / 6 DECORATIVE LOG TRUSS EL: 8176' -6" 12 Z LOG COLUMNS @ CORNER OF CANTILEVER n' A "1 BOARD OVER BOARD R.S. WOOD SIDING 12" DIA. LOG OUTLOOKERS 10" DIA. LOG BRACES 10'' DIA. LOG RAFTERS 2x10 R.S. WOOD FASCIA 60 CS T H R` @ -0" LOG BEAM, SEE STRUCTURALS LOG OUTLOOKER, SEE STRUCTURALS LOG BRACE, SEE STRUCTURALS 5 A6.1 Scott S. Turnipseed, AIA arch9t�ture cx�nstructl�n � inte�iorc?�s�g�� EL: 8173' -0" 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'' 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 O to-i o ti- U 711 LOG COLUMNS @ CORNER OF CANTILEVER n' A "1 BOARD OVER BOARD R.S. WOOD SIDING 12" DIA. LOG OUTLOOKERS 10" DIA. LOG BRACES 10'' DIA. LOG RAFTERS 2x10 R.S. WOOD FASCIA 60 CS T H R` @ -0" LOG BEAM, SEE STRUCTURALS LOG OUTLOOKER, SEE STRUCTURALS LOG BRACE, SEE STRUCTURALS 5 A6.1 Scott S. Turnipseed, AIA arch9t�ture cx�nstructl�n � inte�iorc?�s�g�� EL: 8173' -0" 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 O O o W U U U c'7 METAL BALLUSTRADE W �-+ pp > r~ 10'' DIA. LOG NEWEL POSTS O a a w C") w >z Q 12" DIA. LOG DECK JOISTS ° o w O� STONE VENEER COLUMN N U r W/ STONE CAP } N Cam_ L � O L -_ _ 0 O c'? 0EL:8158'-O" U ap W N M . GYPCRETE @ THIRD LEVEL O U N 0, N U Q U .LOG BEAM, SEE STRUCT LS CY) -LOG BRACE, SEE STRUCTURAL O 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 SCALE: 1/4 "= 1' -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 COLO. \ L:i 3.. R F� A'R Design Review Staff Approval TOWN OF VAI L ' By Joe Batchener at 77:03 am, Jun 27, 2073 A3,8 EXTERIOR ELEVATIONS CO CO zo IL � Q w � :E c� O 00 o O CO W �-+ N > r~ ® O a a w J w >z Q Q ~o N > m A3,8 EXTERIOR ELEVATIONS CO CO IL Q Q :E 00 o O CO J Q Q m Cam_ L � N ry m W CL N N A3,8 EXTERIOR ELEVATIONS oL 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� 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 SIDING 10" DIA. LOG 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" INTERLOCKING METAL SHINGLES gum 19-1 I nflil �� �� � ��� � �� � iii lU111111119-11 1 1�Fol nN n-�n n�n FE 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" /-mk �i��� �f I'm's � zo " ®r 71ll Ilia PICTURE HDR. ie O � c� � O w � U O ►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" /-mk �i��� �f oio � zo " ®r 71ll Ilia PICTURE HDR. ie O � c� (3) 08( TH R. @ ' o.. II�I�9 lie' �f w � zo 71ll Ilia Q O � c� � O w � U O O i w N e M w .— O lie' �f w � zo 71ll 00 Q EL: 8171'-9" 12 T.O. PLATE @ MASTER BEDROOM T.O. PLATE @ MASTER BEDROOM T.O. PLATE @ MASTER BATH 3x8 R.S. WOOD HEAD TRIM 3x6 R.S. WOOD VERTICAL TRIM 3x4 R.S. WOOD SILL ° 3x6 R.S. WOOD APRON T.O. GYPCRETE @ THIRD LEVEL EL: 8157-0" 2x12 HEWN PLANK SIDING 3x14 R.S. WOOD CORNER BOARD L9 o� T.O. GYPCRETE @ SECOND LEVEL EL: 8146' -0" 6x10 R.S. WOOD LINTEL 3" THICK STONE SILL MOSSROCK STONE VENEER L9 o� T.O. SLAB @ FIRST LEVEL --'\ t'�7, i Design Review Staff Approval By Joe Batcheller at 11:03 am, Jun 27, 2013 Scott S. Turnipseed, AIA arch9t�ture cx�nstructl�n � inte�iorc?�slg�� �f w � zo EL: 8171'-9" 12 T.O. PLATE @ MASTER BEDROOM T.O. PLATE @ MASTER BEDROOM T.O. PLATE @ MASTER BATH 3x8 R.S. WOOD HEAD TRIM 3x6 R.S. WOOD VERTICAL TRIM 3x4 R.S. WOOD SILL ° 3x6 R.S. WOOD APRON T.O. GYPCRETE @ THIRD LEVEL EL: 8157-0" 2x12 HEWN PLANK SIDING 3x14 R.S. WOOD CORNER BOARD L9 o� T.O. GYPCRETE @ SECOND LEVEL EL: 8146' -0" 6x10 R.S. WOOD LINTEL 3" THICK STONE SILL MOSSROCK STONE VENEER L9 o� T.O. SLAB @ FIRST LEVEL --'\ t'�7, i Design Review Staff Approval By Joe Batcheller at 11:03 am, Jun 27, 2013 Scott S. Turnipseed, AIA arch9t�ture cx�nstructl�n � inte�iorc?�slg�� A3,82 EXTERIOR ELEVATIONS zo 00 Q O � c� � O w � U O O � w N CN M w .— O w o, U r N 05 L } C -- O 01 O U cn M ap w O N CN c' Q U N v> O o- ~o N U Q � � U O �- U V) A3,82 EXTERIOR ELEVATIONS zo � Q w � c� � O w � U x O � w � O M w N > r~ ® O a a w w >z Q Q ~o N > A3,82 EXTERIOR ELEVATIONS Q Q O O M Q Q m W Q N N N A3,82 EXTERIOR ELEVATIONS /-Ik EL: 8171' -9" R II I I fl I ICI r C P r T I r) ICI ROPOSED GRADE 1G GRADE L9 a v .O. PLATE T.O. GYPCRETE EL: 8157' -0" T.O. GYPCRETE EL: 8146' -0" T.O. SLAB BUILDING SECTION SCALE: 1/4 "= 1' -0" BUILDING SECTION T.O. P L A N T.O. GYPCRETE EL: 8158'-0" T.O. GYPCRETE EL: 8146'-6" cl T.O. GYPCRETE . EL: 8135' -E SCALE: 1/4" = 1' -0" Design Review Staff Approval TOWN ! By Joe Batcheller at 1:25 pm, Jun 27, 2013 GRADE 3ED GRADE Scott S. Turnipseed, AIA arch9t�ture cx�nstructl�n � inte�iorc?�s�g�� • BUILDING SECTIONS CO CO zo � � Q O � c� � O w � � � O U O C C'? V) N CN CO w O w 0, U r N 05 L } C a a O 01 O U cn M ap w O N CN cY? U N v> O o, ~o N U Q � � U M O �- m U V) • BUILDING SECTIONS CO CO zo � � Q w � c� � O w � � � x O O CO w cv > (~ ® O a a w w >z ~o N > • BUILDING SECTIONS CO CO � Q Q � � O O CO m � CIOJ m w N N N • BUILDING SECTIONS n I I 1 1 11 1 K I /-I*. C C/ T I r1 K I T.O. GYPCRETE , EL:8158' -0" 01 T.O. GYPCRETE , T.O. GYPCRETE EL: 8135' -6" M 61 b U I L U I N U J t L I I U N SCALE: 1/4 "= 1' -0" T.O. GYPCRETE EL: 8158'-0" a T.O. GYPCRETE EL: 8147-0" M T.O. GYPCRETE EL: 8135' -6" TOWN �� 6y woe aarcnener ar ►:25 pm, Jun 27, 2013 H �, COIL Y r. I,. Scott S. Turnipseed, AIA aThi€eeture I cvnstnuc]ien I interiar(Ogi 42 • BUILDING SECTIONS Cy-) C'') IL Q O � c� � O w Q) � U O U O C C'? �; co C4 M U co OF, c O w 0, U r N 015 L � -- - O 0 O U M ap w O N CV? U N v> O 0, ~O N U } Q � � U M O �- m U cry 42 • BUILDING SECTIONS Cy-) C'') IL Q w � c� � O w Q) � U x O O M w cv > r~ ® O a a w J O w >z ~O N > 42 • BUILDING SECTIONS Cy-) C'') IL Q Q Q) op O O M J m � m w CL 0 N D N N 42 • BUILDING SECTIONS © T.O. PLATE T.O. GYPCRETE EL: 8158'-0" a ©T.O. GYPCRETE EL: 8147-0" T.O. GYPCRETE EL: 8135-6" TYPICAL ROOF CONSTRUCTION: METAL INTERLOCKING SHINGLES ICE AND WATER SHIELD 5/8" PLYWOOD ROOF SHEATHING ENGINEERED TRUSSES 2 BLOWN -IN LOOSE FILL INSULATION R -60 A6.1 VAPOR RETARDER W/ TRANSMISSION RATE OF 1 PERM MAX. I T.O. PLATE 5/8" GYPSUM BOARD W/ LATEX PAINT VENTILATE ATTIC SPACE WITH SOFFIT VENTS AT 1/300 S.F. OF ATTIC AREA TYPICAL WALL CONSTRUCTION: HEWN PLANK SIDING OR STONE VENEER o HOUSE WRAP OR ASPHALT IMPREGNATED PAPER 1/2" PLYWOOD WALL SHEATHING CERTAINTEED ''OPTIMA" R -23 BLOWN -IN BLANKET INSULATION CERTAINTEED "MEMBRAIN" VAPOR RETARDER T.O. GYPCRETE v EL: 8157-0" 5/8" GYPSUM BOARD W /LATEX PAINT L9 1 1/2" GYPCRETE W/ RADIANT HEAT TUBING 3/4" PLYWOOD FLOOR SHEATHING 16" ENGINEERED FLOOR JOISTS PER STRUCTURALS T.O. GYPCRETE 5/8" GYPSUM BOARD W /LATEX PAINT EL: 8146-0" 12 7F— BEDR 2 — — — TYPICAL LOWER LEVEL SLAB CONSTRUCTION- — — E=A 4" CONCRETE SLAB, SEE STRUCTURALS BEDROOM 4 2" RIGID FOAM INSULATION, R -10 20 MIL. VAPOR BARRIER T.O. SLAB EL: 8135' -0" 7 1- EXISTING GRADE PROPOSED GRADE EL: 8176-6" 12 12 7 17 KITCHEN GARAG ��I�IC►m BAR L-1 Lt I I EL: 8176-6" 12 :!7 12 �4 T.O. PLATE EARTH IIROOM GARAGE V N T.O. GYPCRETE EL: 8158'-0" Sz T.O. GYPCRETE EL: 8147-0" PROPOSED GRADE — — — — — EXISTING GRADE — — — — — TYPICAL FOUNDATION CONSTRUCTION: — — -I- — — ANGLE IRON W/ EXPANSION ANCHORS MASTIC COAT OR GALVANIZED FOR STONE VENEER 8" REINFORCED CONCRETE FOUNDATION WALLS III LLL.--L LU FOUNDATION DRAINS PER SOILS ENGINEER o� BEDROOM 6 FOUNDATION PER STRUCTURAL ENGINEER MEDIA ROOM BUNK ROOM MECHANICAL ELEC. CLOSET BUILDING SECTION A4.3 SCALE: 1/4" = 1 -0" EL: 8173' -6" 12 12 71 �7 NONE SKI / IMUDROOM 2 BUIL I G S C ION EXERCISE A4.3 SCALE: 1/4" = 1' +I 00 M n � I EL: 8172' -6" Iqu 12 12 7 7 STUDY [oil Lmij W.I.0 T.O. GYPCRETE EL: 8135' -6" �04. Design Review Staff Approval IL By Joe Batcheller at 1:25 pm, Jun 27, 2013 TOWN OF VA BA T 3 BEDROOM 5 12 �5 W. I. C. BA THI 3 T.O. PLATE O. PLATE 0 a o; m OI T.O. GYPCRETE EL: 8157-0" T.O. GYPCRETE EL:8146-0" T.O. SLAB Scott S. Turnipseed, AIA architect�lre aor�slru� lion � interiar�es�g{� 4,03 BUILDING SECTIONS CO C'? Q 12 IL 00 O Q :E c� O 00 O O U N C6 M ._ow0, > U 2 r CV L C � O 01 O U cn M ap w O N C? U N cn O Cr N U } Q m U Cam_ L M O m U V) 4,03 BUILDING SECTIONS CO C'? IL Q w Q :E c� O 00 O O M > (~ a I w >z N > m 4,03 BUILDING SECTIONS CO C'? IL Q Q :E 00 O O M I m Cam_ L � m � CO w CL 0 N N .N 4,03 BUILDING SECTIONS 2 A6.1 5/8" GYP. BOARD 2x12 HEWN WOOD SIDING OVER HOUSE WRAP ENGINEERED TRUSSES PER MANUFACTURER CERTAINTEED ''OPTIMA" BLOWN -IN BLANKET SYSTEM (R -60), OR EQUIVALENT CERTAINTEED "MEMBRAIN" VAPOR RETARDER OR 6 MIL POLY VAPOR RETARDER $' GYP. BOARD W/ LATEX PAINT 3' -0" 2x10 R.S. WOOD FASCIA 2x8 SUB - FASCIA 9" G LOG DECORATIVE RAFTER BEVEL CUT r A % / r /\ -7 / 1 /1 11 r / r / 1 /\ n 1 \ 1 SCALE: I"= 1' -0" IRON GUAR[ FINAL DESIG 10 " LOG NEB CO N 1 %2 GYPCRETE FLAGSTONE 3" CONCRET 3/4" PLYWOC ENGINEERED FLOOR JOISTS PER STRUCTURAL 2x6 T &G DEC SEE TRUSS MANUFACTURER'S DRAWINGS 2x6 STUD WALL 2x6 R.S. WO( 12" Q LOG DI 2" SPRAYED ON URETHANE FOAM R 7 PER INCH (RE: STRUCTL 3.5" FIBERGLASS BLOWN IN BATT INSULATION R 4 PER INCH TOTAL R VALUE = 28 1/2" PLYWOOD SHEATHING � 18" Q LOG BEAM 5/8" GYPSUM BOARD OVER VAPOR BARRIER 3" STONE CAP TO MATCH VENEER STONE VENEER LOG COLUN .OG DECORf 'PIG ENGINEERED TRUSSES PER MANUFACTURER CERTAINTEED "OPTIMA" BLOWN -IN BLANKET SYSTEM (R -60), OR EQUIVALENT CERTAINTEED "MEMBRAIN" VAPOR RETARDER OR 6 MIL POLY VAPOR RETARDER 2x8 TRUSS TAILS $" GYP. BOARD W/ LATEX PAINT 1x6 T &G "V" GROOVE WOOD SOFFIT INTERLOCKING METAL TILE ROOFING ICE & WATER SHIELD 5/8'' PLYWOOD ROOF SHEATHING 2x10 R.S. WOOD FASCIA 2x8 SUB - FASCIA 9" 0 LOG DECORATIVE RAFTER BEVEL CUT 2x BLOCKING AS REQUIRED 3 EAVE @ 3/1 2 ROOF 4/1 2 SIM. A6.1 SCALE: 1" = 1' -0" INTERLOCKING METAL TILE ROOFING ICE & WATER SHIELD 5/8" PLYWOOD ROOF SHEATHING = LASHING 2x10 R.S. WOOD FASCIA 0:f:i.I1IM9[-141I1 RS PER STRUCTURALS 'GROOVE WOOD SOFFIT 1ECORATIVE RAFTER DECORATIVE OUTLOOK 0 HALF BEVEL CUT @ 45' DECORATIVE 45° ANGLE OOD SHEATHING IN WOOD SIDING 4 TYPICAL GABLE END @ 7/12 ROOF A6.1 SCALE: 1 " = 1 -0" SIZE VARIES SEE ROOF PLAN AND EXTERIOR ELEVATIONS ml 6 STONE VENEER CHIMNEY & CAP A6.1 SCALE: 1 " = V-0" 2x6 STUD WALL 18" 0 LOG COLUMN 2x12 HEWN WOOD WALL SHEATHING SIDING 2x6 STUD WALL STONE VENEER SHEATHING OOD STEEL LINTEL PER STRUCTURALS 5/8" GYP. BOARD STONE CAP, CAULK TO LOG COLUMN 9 FLASHING Ab 1 FLASHING HEADER RE: STRUCTURAL HEADER RE: STRUCTURAL STONE VENEER 1 1/2" TYP. HEAD 6'' TYP. HEAD HEAD 3x8 R.S. WOOD HEAD TRIM HEAD 6x12 R.S. WOOD LINTEL ALUMINUM CLAD WINDOW UNIT DOUBLE PANE GLAZING 3x6 R.S. WOOD JAMB TRIM STONE VENEER ABUTS JAMB EXTRUSION 2x4 INTERIOR WALL COLUMN BASE CONSTRUCTION VARIES REINFORCED CONCRETE FOUNDATION SEE STRUCTURAL SHEETS FOR DETAILS JAMB JAMB PER STRUCTURALS ALUMINUM CLAD CASEMENT--,,______.. JAMB ALUMINUM CLAD CASEMENT JAMB WINDOW ASSEMBLY WINDOW ASSEMBLY REINFORCED CONCRETE SLAB PER STRUCTURALS STEEL ANGLE PER STRUCTURALS 1 1/21, TYP. 3x4 R.S. WOOD SILL SILL 3'' THICK STONE CA SILL BEVEL CUTBACK EDGE 10° SILL SLOPE TO DRAIN REINFORCED CONCRETE FOUNDATION 3x6 R.S. WOOD APRON PER STRUCTURALS SILL TYPICAL WALL SECTION A6.1 SCALE: 1" = 1' -0" ELEVATION ::1 STEEL ANGLE PER STRUCTURALS ELEVATION SECTION SECTION REINFORCED CONCRETE FOOTING PER STRUCTURALS BACKFILL AND DRAIN 7 TYPICAL LOG COLUMN & STONE BASE 8 TYPICAL WINDOW @ WOOD SIDING 9 TYPICAL WINDOW @ STONE VENEER PER SOILS ENGINEER A6.1 SCALE: I"= V -0" Ab.l SCALE: 1" = V -0" Ab.l SCALE: I"= V -0" Scott S. Turnipseed, AIA and l Oddre I comiructlon I inteiiorc? sg l A601 CONSTRUCTION DETAILS c,r) c'? IL 00 � O � N 2 O W W n1 W u O U O CC', '? V) N CN M U OF, C O w 0` U r N 06 L } -- - O 0 O U M ap w O N CN cy� Q U N cn O Q• O N U Q � m U M O �- m U o � A601 CONSTRUCTION DETAILS c,r) c'? IL W � w � N � O W 0 u o O O M W �-+ N (~ ® O a a w J O w >z Q Q a� O N > � m A601 CONSTRUCTION DETAILS c,r) c'? IL Q Q 0 o o O M J Q Q � m m � o � m w CL N N .N A601 CONSTRUCTION DETAILS 16,4, Scott S. Turnipseed, AIA aThi€eeture I cvnstructon I interiar(Ogrn i Q 10 � Q O � :E c� � O w Q) � � O O v� �; CN M w O w o, U r N 015 L } C � O Ol O U cn ) M ap w O N cy� U N cn O Q• ~o N U } Q � � U Cam_ L M O r— U V) Q zo IL Q w � :E c� � O w Q) � � x O O M w cv > r~ ® O a a w J O w >z ~o N > m NUKIH Ll el LANDSCAPE PLAN IL Q Q :E Q) op O O M J m Cam_ L � ry m W CL N N Ll el LANDSCAPE PLAN c: I a n ai 0 a: _M Q or N; 0 c i rn 0 0) I 0 01 C- RAIL ROAD TIE WALL FLOWLINE OF CONCRETE PANS .SEWER MANHOLE 8148 RIM ELEV. = 8148.7' _ O _ INV ELEV. = 8139.4' ROJECT BENCHMARK) 8148.2' _ 8149.8' SURVEYOR'S CERTIFICATE LOT 3 r � ` a FOUND # 3 REBA ft N CID w� .N I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. �P� 0 R E Cis/ o NT Bi F �jd8 /20vcg v DATE:------ -- d ----------------------------------- NT BIGGS LORADO P.L.S. No. 27598 %AL L ANDS 'OR & ON BEHALF OF PEAK LAND CONSULTANTS, INC. ELECTRICAL METER CTV PEDESTAL SEWER MANHOLE RIM ELEV. = 8131.4' INV ELEV. = 8121.2' zEe 8132 S ` 8152.4' \ \ \ \ \ (160 \ \ \ \ \ \ 8155.3' \ / \ EDGE OF ASHPALT UNPLATTED \ \ 8157 8157.9 .1' \ WATER VALVE (TYPICAL) \ \ \ \ \ \ \ \ \ \ 8157.8' \ \ \ \ \ \ \ 1 FLOWLINE OF DRAINAGE DITCH l� FINISH FLOOR GARAGE - 8151.9' 1ul o � /o' \ FOUND SPIKE / \ TELEPHONE_ I /_ \PEDESTAL _ I _ 0, RIDGE HEIGHT 8180.6' O / _ �• / RIDGE HEIGHT 8178.9' GRAPHIC SCALE m m 10 0 5 10 20 / X ww O w0 = IN FEET ) ry 00 1 inch = 10 ft. / of MAIN LEVEL UNPLATTED FINISH FLOOR 8161.7' I / I INVERT�18" R.C.P. —'FL = 150.1' I / I / m m / m / GENERAL NOTES: RinGE HEIGHT 8178.3' INLET GRATE ELEV = 8158.4' INVERT 18" R.C.P. = 8150.9' 1 DATE OF TOPOGRAPHY: JUNE 29, 2000. ADDITIONAL LOCATES APRIL 2, 2013. 2 PROJECT BENCHMARK: SEWER MANHOLE, LOCATED NEAR THE SOUTHWEST LOT CORNER OF LOT 2, RIM ELEVATION = 8148.7, INVERT ELEVATION = 8139.4 (SEE DRAWING). 3 PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS -OF -WAY OF RECORD. RECORD DOCUMENTS UTILIZED IN THIS TOPOGRAPHIC MAP WERE PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER No. V269402 -2, DATED MAY 22, 2000, AT 5:00 P.M.. 4 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. LIGHTING SCHEDULE: TYPE DESCRIPTION BRAND MODEL NUMBER A DOWNLIGHT 5" HALO H51CAT/ 5020SC B ADJUSTABLE DOWNLIGHT HALO H14991CAT/ 1421C C UNDERCABINET JUNO UPLED09 -WH, UPLEDI4 -WH, UPLED22 -WH, UPLED30 -WH D DECORATOR TBD TBD E STRIP LIGHTING PARADIGM LED FLEX 500 W/ AL CHANNEL & FROSTED COVER F FLUORESCENT FIXTURE NULITE WAP- 232T8- 120 -ISN G GIMBAL HALO H14991CAT/ 1495P H EXTERIOR SCONCE HINKLEY 1805ESDS I EXTERIOR STEP LIGHT HINKLEY 1542BZ -LED J INTERIOR STEP LIGHT JUNO LMS- 3K -C -BZ R READING LIGHT BRUCK 137100 -1 BLK S SHOWER/ CLOSET DOWNLIGHT HALO H14991CAT/ 1951P LAMP SERVICE CALCULATION: LIGHTING DEMAND LOAD c„) ('? TOSHIBA 7MR16 /27ENF -UP o O LINE NEUTRAL SQUARE FOOTAGE 8508 T.V.>— TELEVISION OUTLET 25524 25524 SMALL APPLIANCE 4 1500 TOSHIBA 7MR16 /27ENF -UP 6000 6000 LAUNDRY CIRCUIT 2 1500 INTEGRAL LED CD 3000 3000 TOTAL LIGHTING LOAD CN M 34524 34524 FIRST 3000W @ 100% �.L C O LL o, 3000 3000 NEXT 3001 TO 120000 @ 35% 06 ® }N` C } 11033.4 11033.4 REMAINDER @ 25% ('7 ap w 0 0 TOTAL LIGHTING DEMAND U N v> O o, 14033.4 14033.4 A/C AND HEAT DEMAND O N U Q Lu AIR CONDITIONING LOAD 240V U QUA KVA TOTAL M A/C O 3 5.7 17.1 U AIR CONDITIONING TOTAL Z 17.1 ELECTRIC HEAT LOAD 240V 1 11.2 11.2 ELECTRIC HEAT TOTAL cn w 11.2 AIR CONDITIONING LARGER TOTAL HEAT VS. AIR CONDITIONING => CL 17100 OMIT ELECTRIC HEAT 0 APPLIANCE FASTENED IN PLACE VOLTAGE QUA WATTS LINE NEUTRAL DISHWASHER 120 3 1600 4800 4800 DISPOSAL 120 3 1200 3600 3600 REFRIGERATOR 120 2 1500 3000 3000 UNDER CABINET REFIGERATOR 120 2 1000 2000 2000 WHIRLPOOL TUB 120 2 1900 3800 3800 HOT TUB 240 1 6000 6000 0 BOILER PUMP 120 2 200 400 400 INSTA HOT 120 2 600 1200 1200 MICROWAVE 120 2 800 1600 1600 COMPACTOR 120 1 1200 1200 1200 FAN BLOWER 240 1 100 100 0 AUDIO VISUAL EQUIPMENT 120 3 700 2100 2100 WASHER 120 3 1500 4500 4500 GAS DRYER 120 3 1500 4500 4500 BOILER 120 3 500 1500 1500 STEAM UNIT 240 2 15120 30240 0 EXHAUST FANS 120 15 200 3000 3000 FAN COIL UNIT 240 3 800 2400 0 HUMIDIFIER 240 3 1800 5400 0 HOT WATER REC. PUMP 120 1 500 500 500 HEAT TAPE 240 14 2000 280000 TOTAL APPLIANCE (75% FOR 4 OR MORE) 82380 28275 ELEC.CLOTHES DRYER (5KW MIN) 1 5000 DEMAND FACTOR % (220 -18) 1 5000 3500 ELECTRIC COOKING EQUIPMENT DEMAND FACTOR KW (220 -19) 6.4 6400 4480 LARGEST MOTOR * 25% VOLTS, WATTS 240 4500 1 125 0 TOTAL DEMAND LINE 126038.4 TOTAL DEMAND NEUTRAL 50288.4 LINE AMPERAGE DEMAND 525 NEUTRAL AMPERAGE 210 220 -22 FIRST 200 AT 100% 200 REMAINDER AT 70% 0 NEUTRAL AMPERAGE DEMAND 200 SYSTEM VOLTAGE H,L 240 120 SERVICE SIZE: 600 AMP SINGLE PHASE 240/120 VOLT WIRE SIZE: TWO PARALLEL SETS OF 500KCMIL AL W/ 400KCMIL AL NEUTRAL ELECTRICAL NOTES: 1. ELECTRICIAN TO MEET WITH OWNERS ON SITE TO VERIFY ALL LIGHT FIXTURE SELECTIONS, LOCATIONS, AND MOUNTING HEIGHTS. 2. SOUND SYSTEM SPEAKER LOCATIONS, INTERCOM, AND ALARM SYSTEM LOCATIONS TO BE DETERMINED BY OWNERS WITH SYSTEM CONSULTANT SUBCONTRACTORS. 3. SMOKE DETECTORS SHOULD BE PROVIDED IN EACH SLEEPING ROOM, IN THE CORRIDOR LEADING TO THE SLEEPING ROOMS, AND ON EVERY LEVEL OF THE HOME. SMOKE DETECTORS SHOULD RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND BE CONNECTED SUCH THAT ACTIVATION OF ANY DETECTOR SHOULD SOUND AN ALARM AUDIBLE IN ALL SLEEPING ROOMS. SECTION 310.9.1, UBC. 4. HABITABLE ROOMS SHOULD BE PROVIDED WITH RECEPTACLE OUTLETS ON WALLS GREATER THAN TWO FEET IN LENGTH, NO MORE THAN 6 FEET FROM EACH DOORWAY OR OPENING AND LOCATED SUCH THAT NO SPACE ALONG ANY WALL OR FIXED COUNTER IS MORE THAN 6 FEET, MEASURED HORIZONTALLY, FROM AN OUTLET. HALLWAYS MORE THAN 10 FEET IN LENGTH SHOULD BE PROVIDED WITH AT LEAST ONE RECEPTACLE OUTLET. THERE SHOULD BE A RECEPTACLE OUTLET PROVIDED ADJACENT TO EACH BASIN IN BATHROOMS. NEC ARTICLE 210 -52. 5. THE COUNTERS IN THE KITCHEN AND DINING AREA SHOULD BE PROVIDED WITH CONVENIENCE OUTLETS SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24 INCHES FROM A RECEPTACLE OUTLET AS REQUIRED BY NEC ARTICLE 210 -52. ISLAND AND PENINSULA COUNTER TOPS SHOULD BE PROVIDED WITH CONVENIENCE OULETS PER NEC ARTICLE 210 -52. 6. RECEPTACLES WITHIN 6 FEET OF WET BAR SINKS, AT COUNTER TOP IN THE KITCHEN, IN BATHROOMS, IN THE GARAGE, AND OUTSIDE SHOULD HAVE GROUND FAULT CIRCUIT INTERRUPTION PROTECTION FOR PERSONNEL PER NEC ARTICLES 210-8,680-41 AND 680 -70. GFCI PROTECTION IS ALSO REQUIRED FOR THE ELECTRICAL EQUIPMENT IN HYDROMASSAGE OR WHIRLPOOL -TYPE TUBS. 7. IF BUILDING REINFORCING STEEL IS TO BE USED AS AN ELECTRICAL GROUND, IT SHOULD BE INSPECTED BY THE ELECTRICAL INSPECTOR PRIOR TO PLACING CONCRETE. 8. AN ELECTRICAL LIGHTING OUTLET SHOULD BE PROVIDED IN ALL ATTICS AND CRAWL SPACES REQUIRING ACCESS FOR SERVICING OF EQUIPMENT. THE CONTROL SWITCH SHOULD BE LOCATED BY THE POINT OF ACCESS AND A DUPLEX GFCI- PROTECTED ELECTRICAL SERVICE RECEPTACLE SHOULD BE PROVIDED AT OR NEAR THE EQUIPMENT. ARTICLES 210 -63 AND 210 -70C, NEC AND SECTION 319.6 AND 320.1.5, UMC. ELECTRICAL LEGEND:_ ® VENT /FAN RECESS CAN DOWNLIGHT ® RECESS WALLWASHER SWITCH U ® WATER PROOF LIGHT THREE WAY SWITCH WP d SWITCH WITH DIMMER CHANDELIER THREE WAY SWITCH W/ DIMMER SURFACE MOUNT (OR HANGING) � JAMB SWITCH WALL MOUNT � TYPICAL OUTLET WALL MOUNT SCONCE (AFF VERIFY IN FIELD, GROUND FAULT INTERCEPT UNLESS NOTED OTHERWISE) GFI nO SURFACE BULB � WEATHER -PROOF OUTLET GFI FLUORESCENT TUBE OR UNDER CABINET � SWITCHED OUTLET TOSHIBA 14BR30 /27H -UP c„) ('? TOSHIBA 7MR16 /27ENF -UP o O 2 TUBE FLUORESCENT WITH DIFFUSER INTEGRAL LED TBD T.V.>— TELEVISION OUTLET INTEGRAL LED 00 32W T8 TOSHIBA 7MR16 /27ENF -UP ® CEILING SPEAKER c� SD SMOKE DETECTOR /ALARM INTEGRAL LED CD C.O. DETECTOR /ALARM INTEGRAL LED TOSHIBA 7MR 1 6/27ENF-UP 3@0 220 VOLT OUTLET ® GARAGE DOOR RECEPTACLE O FLOOR OUTLET DATA OUTLET H TELEPHONE OUTLET (�} TELEPHONE FLOOR OUTLET CEILING FAN FI RST LEVEL ELECTRICAL E1.1 QLo P LA N SCALE: 1/4 "= l' -0" NORTH 16"" Scott S. Turnipseed, AIA cafOfll€6 are I C411Structon I I@tBIIOCCIBSlg11 1,0 1 FIRST LEVEL ELECTRICAL PLAN c„) ('? 00 Q O � c� O n1 W u O U O � c� CN M O �.L C O LL o, U r 06 ® }N` C } O 00 1 O U ('7 ap w >z CN C? Q U N v> O o, > m O N U Q Lu U M O r U Z 1,0 1 FIRST LEVEL ELECTRICAL PLAN c„) ('? � Q w � c� O 0 u O O O M > H ® O W a w O w >z Q > m O N > Lu 1,0 1 FIRST LEVEL ELECTRICAL PLAN c„) ('? 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I I I --IJ L� - -` -- O ---- - - - - -- - - - -- - GFI I I ME i1 I I I I F I B B I I B i g B i I I I B - B I JIII - -- -� - -� r- - -� - - - -�- -- �GFI I A/c - I I I I I I - - - - � UNIT I I I L ED 1`. ALL I TI A A BEDROO4 3 A L------ - - - - -J lu 1► i . l7i � i1r� . I�I� %l� /��' � 111 111 II 1� n' Iji ME—ME � L - EMS Who ' ' ■■sue. ----- - - - - -- I I I ------ - - - --I I I I hIi : Rim UP TO LEVEL 3 FOYER EIIIIELE °Illy GFI L------ - - - - -- I L------ - - - - -- a, H Uj w GFI I I � STRUCTUR)L DROPPED B M WRAP W/7/8" TYPE "X" GY . BD. GAR IF DOOR ENER 3CA GAIZA L_ —Y— U I I \ I I L_J �LJ Design Review Staff Approval TOWN OF VAIL i' By Joe Batcheller at 1:26 pm, Jun 27, 2013 I .. GFI I TRASH I I , These two lights will be consolidated to one. EXHAUST FAN OUTLETS FROM F THRU F 00 RIM OFT IRD LEV L T LEPHON , CABLE ETC. ELE TRICAL METER & M IN DISCONN CT f:7 LE L +� f ti fP + l ., `mil 11SFD A �k GAS M I I I LJ SECOND LEVEL ELECTRICAL PLAN �- SCALE: 1/4 "= 1' -0" \---i NORTH Scott S. Turnipseed, AIA ardllb Lure I comtruct on I i0lio ftigo Q DRYER VENT W/ IN -LINE B STER ROM FIRST LEVEL VENT U ASH ENCLOSURE _ C —ES SED INTO STR LTC— T co Q GAS M I I I LJ SECOND LEVEL ELECTRICAL PLAN �- SCALE: 1/4 "= 1' -0" \---i NORTH Scott S. Turnipseed, AIA ardllb Lure I comtruct on I i0lio ftigo Q IL co Q o � :E N x O Q) U U (y) v� ; O Q co o . _ c 0 w 0, U r N 06 ® } a a O 0 U (y) ap w >z cy� o U N ci O 0- v > m O N U � w � � U O �- U cry Z � El 02 SECOND LEVEL ELECTRICAL PLAN IL � Q w � :E N x O Q) U O U TT O M w N H ® O a a w O w >z U-j o v > m O N > w El 02 SECOND LEVEL ELECTRICAL PLAN IL Q Q :E Q) co O O M U-j o > m w Z � N w w CL N N N El 02 SECOND LEVEL ELECTRICAL PLAN W. I. C L\0 LAS I S S II 4kS TER B II I I I I I = I I ASTER BEDROO I II II - - - - --r - -7 - - - - - I I I II I B - - - -- - - -- -JI I I B B II I II I LAS - ►_1l , h11. 111 C� t 'Mill Moll,O �s °I �I ///4A, 14 I A\ O\ H H // \\ // GFI WP �P7aotiv�r5c� - - -- —I - - -- T-- � /ffUVVF =Or7C>-------- - - - - -- OR FLOOR OR FLOOR — m UPLIGHT I I I I I UPLIGHT GFI WP I I I I I I I I \ I I I I I I I r B B B I I I I I G I -- - - - - -- -- - -- - -- IO - / I I I I l DI G O EA I I B I I I - ------ - - - - -- - - -- G I I �MG I I �\ I �-' � g I I I I I I I I _ _� ______ IGRE T ROOMI I UP /DOWN SC NCE _ R" OR FLOOR G I I - I I G I I G I I UPLIGHT B UP /DOWN SCI NC L — OKFL00K S3— L--- - - - - -\ ------------- - - - -I- - UPLIGHT — -- — -- - - -- - -- — - - - -- —� E I I I GFI _ GFI - - - - - -- I � I I I I I I I B I L - -- g - -- B I - -- B I I - -- I — —I P NTRY I I I li II I I NQ KI BI I I I B I D I E L E V. I —� r -- -- -- I -- — r- - -- -- — — —I Coy W E R I E �L - -- - r I B I E I B I I_ I� - - - -8 - - -- - g _j I I L_ __j I IF — B I I B I I B II - II _ ------- - - - - -- -- - — -- - \ 48" REF. I —�� L — 000 �p F DIN TO LEVEL 2 OUTDOOR LIGHTS HINKLEY 1542BZ NEWEL MOUNT FIXTURE 1 of 8 AT EACH COLUMN (FULL CUT -OFF) �F_ -1 LO __]� O I 1 DECK IF_ -1 O J� Design Review Staff Approval TOWN OF IL By Joe Batcheller at 1:26 pm, Jun 27, 2013 IF_ -1I LA THIRD LEVEL ELECTRICAL PLAN SCALE: 1/4" = l' -0" Scott S. Turnipseed, AIA and l Oddre I construction I inteflaftig i El s3 THIRD LEVEL ELECTRICAL PLAN IL 00 Q O � Q) co O o v� �; CN M w O . _ C O w 0, U r N 06 L } a a O U ap w >z CN `'' Q U N VV O Q• > m O N U � w U O r U cn Z El s3 THIRD LEVEL ELECTRICAL PLAN IL � Q w � Q) co O O O M w N > (~ ® O a a w O w >z Q > m O N > w El s3 THIRD LEVEL ELECTRICAL PLAN IL Q Q Q) co O O M Q > m w Z 0 N w w CL 0 N .N El s3 THIRD LEVEL ELECTRICAL PLAN I( 1 II I II I ---------- - - - - -- ------------- - - - -_j I ir - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - 1 1 I I I I 1 I I I I I I I 4" PERFORATED PVC PIPING UNDER SLAB I I AROUND PERIMITER 3' -0'' FRON FOOTER tFiT I FOR DRAINAGE AND RADON MITIGATION I I 0 I BEDROOM 4 DRAINAGE AND RADON MITIGATION PIPING TO DAYLIGHT, SEE SITE PLAN BATH 4 BEDROOM 5 O NANNY'S SUITE O 4'' PERFORATED PVC PIPING UNDER SLAB AROUND PERIMITER 3' -0'' FROM FOOTER FOR DRAINAGE AND RADON MITIGATION IIIRUNK LINES BE ,4�9QR TRUSSES I II I II 11 FORCED AIR FURNACE N c„) (y) r— I F R E 0 MECH. I I —� I II I I I I I I I rI I I I I I IIN, L_ I DUCTWORK R ER I I SECOND LE LA � zi I )w I I I O I F II O � 1 Ltr, J� 1-1/2" UP TO FAi AILY ROOM FIREPLACE I I MEDIA / SITTING ROOM N I 1 -1 /2" GAS LINE I� 11 JJ FLUE TO FIREPLACE SURROUND ABOVE — 1 -7TT7 I I I I I I I I I I I I ( I I I I EXHAUST FAN OUTLET THROUGH SECOND FLOOR RIM MULTI PORT IN -LINE EXHAUST FAN, TYP. EXHAUST INTAKE, TYP. I L - - � � I OPTIONAL ELEVATOR ELEC. /MECH. CLOSET 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 I I I I I I I I I I --------------- - - - - -J L�— HIGH EFFICIENCY BOILER FOR SNOW MELT — 7, HIGH EFFICIENCY BOILER ❑ 3/4 BOILER I FOR RADIANT IN HEAT IN BATHROOMS 200 MBH I AND DOMESTIC HOT WATER E �C C L O S E T -- I I LF I I FLUES TO THICKENED --Jl f7l SEE ELECTRICAL — I 3 /t� BOIL I WALL ABOVE SHEET E1.1 1� — — _ 00BH CHASE WIRE & CABLES THRU I I I Z FIL OR THICKENED ALL ABOVE I I i I Q DRN ill HOT WATER STORAGE TANKS 10 BEDROOM 6 I I I I I I I II KID'S BUNKROOM I I I I"' 1 I IIII I I I III III I L J I I I 4" PERFORATED PVC PIPING UNDER SLAB 1 -1 /2" GAS LINE III AROUND PERIMITER 3' -0" FROM FOOTER 04 I IIII i FOR DRAINAGE AND RADON MITIGATION FORCED A R FURNACE W/ _ DUCTWOR RISERS TO �-./ I PVC RISER TO FLOOR DRAINS V SECOND L VEL ABOVE I I H A I I I I ABOVE SEE SHEET M1.2 FORCED AIR I I 1 ORN BH I I / I I CONNECT TO UNDERSLAB DRAINS FURNACE RADON STUBOUT 4" P.V.C. II I� 00 I � JJI 111 - -- I I IIIIII I I ELEV. L L_ t 4� ; ell I -- I I I III IIII I I �XERCISE r I I I I I II I I I M HANICALLY VENTILATE I I I BATH 6 I I I I I II I I IPEI C aff SECTI N R303 I I I I I I IIILL- — I I I III I I I I LLL — — — — — —�1 — — — — — — — - = = l I I EXHAUST FAN OUTLET �� - - -- — I� —�— ��-------- - - - -�� I I TO CHASE ABOVE, TYP. 49� — — I DRYER VENT W/ IN -LINE BOOSTER --"�---AUNK LINES AOOR LOW 1 I TO CHASE ABOVE l +I t l 1 JI 11- I B N H 7 I I I FF I I I LAUNDII�Y I —___— -- I S I MASSAG I I I MECHANICALLY VENTILATE I I I j4 JJ I I i i I I PER IRC CODE SECTION R303 J I I - - - - -- L_J L - -� r' i I I I I - - - -- --- - - - - -- - - --I L - -J EXHAUST INTAKE, TYP. MULTI PORT IN -LINE EXHAUST FAN, TYP. RADON MITIGATION RADON STUBOUT 4'' PVC 4" PERFORATED DRAIN TAIL AROUND INTERNAL PERIMETER 3' AWAY FROM FOOTER ALL EXPOSED PIPE WILL BE 4" SCH. 40 PVC PIPE SLAB WILL BE CONNECTED TO CRAWL SPACE WITH 4" SCH 40 PVC PIPE 4" DRAIN TAIL IN GRAVEL LAYER 6 MIL VAPOR BARRIER UNDER SLAB, ABOVE GRAVEL PERIMETER SEAL IN ALL PENETRATIONS AND EXPANSION JOINTS WITH ON PARTH POLYURETHANE CAULKING PIPE TO BE RUN ABOVE ROOF LINE SHOULD BE 4" SCH 40 PVC RADON FAN TO BE LOCATED IN ATTIC SPACE, LOCATION TO BE DETERMINED BLOCK OUTS SHOULD BE MADE UNDER FOOTER TO CONNECT DIFFERENT ELEVATIONS OF HOUSE FIRST LEVEL MECHANICAL & GAS PIPING PLAN SCALE: 1 /4" = 1' -0" Scott S. Turnipseed, AIA aThi€eeture I cvnstnlcton I interiardeigrn m 1 • FIRST LEVEL MECHANICAL PLAN c„) (y) D_ 00 O � c� O Q) u O O v� �; 04 Q W o . _ c O w o' U r N 06 L } C -- O 01 O U c'? ap w O N CN (y) U ci O 0- > m O N U � w o U O r U v Z m 1 • FIRST LEVEL MECHANICAL PLAN c„) (y) D_ Q w � c� O Q) u O O O M W �—+ N > H ® O a a w O w >z > m O N > w m 1 • FIRST LEVEL MECHANICAL PLAN c„) (y) D_ Q Q Q) co O O M > m w Z 0 cn w W CL 0 N N m 1 • FIRST LEVEL MECHANICAL PLAN j Gore -0 AR , SECOND LEVEL MECHANICAL & GAS PIPING PLAN SCALE: 1/4" = Y -0" Cl Scott S. Turnipseed, AIA architect LIT I construction I oteriardesg{i Q 00 10 IL Q O � :E c� � O w Q) � � O U O cC'? v� ; O Q ° O w o, U r N 015 L � -- O U cn ap O N cY� p U N v> O o, > ~O N C- U } Q W � o U M O U V) Z � Q 00 IL Q w � :E c� � O w Q) � � x O O CO w cv > H ® O a a w O W > ~O N > W MI 02 SECOND LEVEL MECHANICAL PLAN 00 IL Q Q :E Q) co O O CO W > m W Z � N w w CL N D N N MI 02 SECOND LEVEL MECHANICAL PLAN EXHAUST FAN OUTLET THROUGH SOFFIT AT ROOF OVERHANG MULTI PORT IN -LINE EXHAUST FAN, TYP. EXHAUST INTAKE, TYP THIRD LEVEL MECHANICAL & GAS PIPING PLAN SCALE: 1/4" = Y -0" Cl Scott S. Turnipseed, AIA architect LIT I construction I oteriardesg{i r, •e � � THIRD LEVEL MECHANICAL & GAS PIPING PLAN SCALE: 1/4" = Y -0" Cl Scott S. Turnipseed, AIA architect LIT I construction I oteriardesg{i MI *3 THIRD LEVEL MECHANICAL PLAN � � Q O � :E c� O Q) op O O 0' v� �; CN Q ° C O w o, U r N 0(5 L } C W a O 01 O U cn c'? ap O N Cy? � U N cn O Q• > ~O N U } Q W � � U M O r— U V) Z � MI *3 THIRD LEVEL MECHANICAL PLAN IL � Q w � :E c� O Q) op O O M > (~ ® O W a w O W � > ~O N > W MI *3 THIRD LEVEL MECHANICAL PLAN IL Q Q :E Q) op O O M W � > m W Z � N w w CL N D N N MI *3 THIRD LEVEL MECHANICAL PLAN C u u c c 9. 2' -6" SQ. X 12" THK. CONC. FTG. REINF. W/ 4 #4 EA. WAY. f U VV JV U r VA 1 L -' 10. 2' -6" SQ. CONC. FTG. PER 13/S2.4. 11. 8° THK. CONC. ELEVATOR PIT SLAB REINF. W/ #4 ® 12° O.C. MAX. EA. 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